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HomeMy WebLinkAbout30492 - The Willows PROJECT SUIVEN [ARY SEQUENCE OF DRAWINGS SEQUENCE OF DRAWINGS owNER: PARDEE 1-1015 sht. plan description sht. plan description gg PROJECT ADDRESSt LAKE ELSINORE C4 VM SHWT 0.1 ARCH.VILS. ARCHITECTURAL DETAIL J C.. PROPERTY TRACT N 30442 D2 ARCH TWTURAL DETAIL 0.9 ARCHITI'JGTURAL DETAIL EILD6.CLASSIFICATION: SIN&LE FAMILY DETACHED R3NI 0.1 01514MRAL NOTES 0.4 ARGHIT SGTURAL DETAIL 1 OF Z CICR6Y SNCET D.5 ARCFNTCGTURAL DETAILS TYPE OF GONSTRUGTION: -TYPE V-N 2 OP 21 ENERGY SHWT VA ARGFNTEGTURAL DETAILS FIRE ZONE: LOW D.T ARGMNTI'rGTJRN vETAIu CODE5: 2001 WITION5 OF THE GEIG,CMG, I.I PLAN I SLAB IN MO CE PLAT► CPC,,GFG,GEC, AND TITLE 24 LIX SLAB INTOWACC ADVWVA SH-1 STRUCTURAL e51CRAL NOTES 4 MWIRSMNTS j 12 FLOOR PLAN SN-Z STRUCTURAL DCMIL 4 NOTES Q Q Q a Q Q Q Q Q a Q i1.3 UTILITY PLAN GOVERNING BODYI R� I C.OIMTTY OF LAKE Y E IJS SEGTION952VATIONS 94.1 GONVEMONN.1"OUNDATION PLAN IA(rM C.I.c20) T 1.6 CLCVATTON'A'AND ROOF PLAN S-I.IA PARTIAL GONVIDMONAL FOUNDATION PLAN 15•IG(FOR GI.<ZO) t I 1.11 LErT,RIGHT AND ROAR M"ATION'A' 5-1.15 POST TEMON POUNDATIM PLAN IA(FOR GATWORY 11 AND 111) '✓ I.S ELEVATION'B'FLOOR PLAN ADDCNGUM SAX P05T TEICION POLMATION PLAN IA(TOR CATISGORY 1) 6 CONSULTANTS ELEVATION AN AN D ROOF PLAN 9-I.10 PARTIAL P.T.FOUNDATION PLAN 6A IG(FOR GATWORY II 1 1111 IJO LCrr,RIGHT AND ROAR ELEVATION"D' S-I.IC PARTIAL F.T.r0"ATION PLAN B 4 IC(FOR GATIAORY 1) A ARCHITECT: BA'SSMIAN LAWN,ARfli1T7LT9 2091 oRONARD DR I.II ELEVATION'G•PLOOK PLAN ADDENDUM 5-12 PRAMING PLAN IA NEYPORT SE WH,GA 1.12 CLEVATION•G'AND ROOF PLAN 5-1.3 PARTIAL PRAMING PLAN 16 AND IG �•� 92660 1.13 UrT,RIGHT AND ROAR 52VATICH CONTACT, BRYGC HOVE 94dl -9100 'L 1 STRUCTURAL ENS: 6OLMS EMINEMN6 4400 CAMPUS DR STE.A S-IXI CONVENTIONAL FOUNDATION PLAN IXA(FOR EJ.c(W) NEVO•ORT CE4GN,GA IXI FLAN IX SLAB KrMWAGE PLAN S-IXIA PARTIAL CONVENTIONAL PDK PLAN IXS 4 IXG(TOR C A20) C 42660 IXIX SLAB INTOWAGC ADDEIVA, S-IX.IS P05T TENSION FOUNDATION FLAN IXA(TOR CATEGORY 11 AND III) CONTACT, MA 4SOM AMID 444-152-I612 IX2 FIRST FLOOR PLAN S-IXIG POST TENSION POLMATION PLAN IXA(TOR GATEGORY 1) 51 740T TAM OSHANTER DR 1" SCG PLOM PLAN S-IXID PARTIAL P.T.FOUNDATION FLAN IX5• IXG(FOR GAT.11 t III) °' ENERSY CONSULTANT: CONSOL ENERGY CONSULTAN" GND •0 SUITE.200 IX4 FIRS_T PLOOK UTILITY PLAN S-IXIC PARTIAL P.T.FOUNDATION PLAN IX5 4 IXG(FOR GATEGORY 1) STOGKTON,GA 95210 CONTACT, 505 9E15EL IX5 SECOND FLOOR UTILITY PLAN S-IX2 FRAMING PLAN IXA 2o9-4T4-6446 IX.b INTERIOR 52VATIONS MID STAIR SCGTI015 S-IX3 PARTIAL FRAMING PLAN IXS 0 n61 CALIPOWUk AVE. IX.7 SECTIONS S-IX4 PARTIAL FRAMING PLAN IXG CIVIL ENSINEER: BV 8J61NEERIN6 SUITE 202 1" ELEVATION'AX'AND ROOT'PLAN GONTAGT, PHW"v0 CORONA,G&92081 IX4 LIM RIGHT AND REAR ELEVATION'AX' _ V 409-2E0-4144 .9 IXIO ELEVATION 1W FLOOR PLAN A=!D VA 9-2.1 CONVENTIONAL FOUNDATION PLAN 3A A'OK I-I.<20) •0 Mr:CHANIGAL ENSINEER-CiON50L EMERSY GONSL LTANTS 1401 TAM O'SHANTM OR. IXII ELEVATION'DX'AND ROOF PLAN S-Z.IA PARTIAL COWISMONAL POK PLAN 25 4 ZG(FOR E.I.CIO) SUITE 200 IX.12 LIST,RIGHT AND ROAR 01"ATION-W 9-2.6 POST TENSION FOUNDATION PLAN ZA(FOR GATEGORY 11 AND 111) ., STOGKTON,GA 45210 CONTACT, RAW KING 209-414-6446 IRIS ELEVATION VX'FLOOR PLAN AD05DA S-ZJG POST 7C1,151M FOUNDATION PLAN ZA(FOR CATWORY U T715IX14 ELEVATION'GX'AND ROOT FLAN S-Z.ID PARTIAL P.T.POUNDATION FLAN ZD 4 ZG(TOR GAT.11 4 IIU SOILS ENSINEER PAGING SOILS SAN VIES0, 4T. IXIS LEST,RIGHT AND ROAR ELEVATION'GX• S-2.IE PARTIAL P.T.rOUNDATION PLAN 25 4 20(TOR CATEGORY U F--T SAN DIEoo,GA 92w IXI6 DOCK OPTION 5-22 PRAMING PLAN ZA l CONTACT, DAVE MURPHY 85p_r�60-n13 S-2Z PARTIAL PRAMING PLAN 15 \ ` S-]A PARTIAL PRAMINS FLAN ZG 2.1 PLAN 2 SLAB INTSRFAGC FLAN 9-2.5 PARTIAL OPTION PLAN 2 Z.U( SLAB INTOWAGC ADDENDA c 32 1FIRST FLOOR PLAN SQUARE FOOTAGE Z' FIRST F rLoae FLAN N W Z.4 FIRST FLOOR UTILITY PLAN 5-3.1 GONVCNIIGNAL FOUNDATION FLAN 3A.(TOR E.I.<ZO) ua Pr s�T 25 SEND rLOOR UTILITY PLAN ".IA PARTIAL WIWID T10NAL FDN PLAN 35 4 W(FOR C.I.QO) CO m � d ■� 2A INTMOR 52VATION6 AND STAIR SCGTIOW S-3.ID POST 78L910N rOUNDATION PLAN 3A(TOR CATEGORY II AND IIU FIRST FLOOR 20q 3 GARAGE 564 �.► SECTIONS S-eJc POST TENSION FOUNDATION FLAN 3A(FOR GATWOKY 1) c a g 2.6 ELEVATION•A'AND ROOT PLAN S-3.ID PARTIAL P.T.POUNDATION PLAN 35 4 SG(TOR GAT.11♦ IIU TOTAL 2Oq 3 2.4 LOFT,RIGHT MID REAR ELEVATION'A' S-3.IE PARTIAL P.T.rOUNDATION PLAN 35 4 eG(FOR CATEGORY U 2 $ i F w 2.10 ELEVATION T3'FLOOR PLAN AMOVA ".2 I AMING PLAN SA 2.11 ELEVATION TS AND ROOT FLAN S-3'J PARTIAL PRAMING FAN 35 2.12 LIFT,RIGHT MID REAR MZVATION'D' 9-3.4 PARTIAL FRAMING PLAN 3G PLAN 1X 2.13 ELEVATION'G'FLOOR PLAN ADDSIDA 5-3.5 PAMIAL OPTION PLAN 3 2043 GARAGE 564 Z•I4 5"ATICN'G OF•AND ROM PLAN SECOND FLOOR FIRST FLOOR Z.I5 LOFT,RIGHT AND ROAR ELEVATION SPON• r SHEAR PANE-/GOICAMM TOTAL 2486 2.16 DECK OPTION am SWAM PANfi DETAIL j 86 0 PT-I POST TENSION DETA D AND NOTES o 3.1 PLAN 3 SLAB INTERFACE PLAN SD-I 9TItl1GTUW.DETAIL AND NOTES Cl) N 3.IX SLAD INTMWAGC ADDENDA 90-2 STTNGTURAL DCTML MD NOTES o PLAN Z 32 FIRST PLOO PLAN SD-3 STRUCTURAL DETAIL AND NOTES O E N m N R UCT FIRST FLOOR 1 502 GAR ,6E 633 3.3 SCcoND FLOOR PLAN SD-4 STRUCTURAL DETAIL AND NOT115 J 0 >< SECOND FLOOR 13 q 8 3JSX PLOOR FAN OPTIONS J m vs� TOTAL 24100 3.4 FIRST PLOM UTILITY PLAN M-0 MEGNMUGAL MCAiANICAL NOTES CV w 3.5 SECOND FLOOR UTILITY FLAN M-I PLAN I HVAC CD Z M SA INTERIOR 52VATIONS AND STAIR MITI" _M-IX PLAN IX MMG - W a- zEL 3.1 SSGTIONS M-2 PLAN 2 HVAG = Cd '0 CO PLAN 3 SL 52vATION'A'AND ROOF FLAN M-3.1 PLAN 3 FroT FLOOR HVA+G • CL o CV 3.4 LErT,RIGHT AND ROAR ELWATION'A' M-32 FLAN 3 SECOND FLOOR"VA" 0 111 FIRST FLOOR 1 630 6ARA&E 625 3.10 52VATION W FLOOR PLAN ADDIDIDA Re SECOND FLOOR 1 648 3JI ELEVATION W AND ROOF PLAN TOTAL 32,76 3J2 LST,RIGHT AND ROAR ELEVATION TY 3.13 ELEVATION'G'FLOOR PLAN ADDENDA -/ m EXPANDED 6AR46E NV WORKSHOP +152 =60-T 9.14 ELEVATION IV AM ROOF FAN O OPTIONAL BEDROOM '7 AT 2ND FLOOR +311 = IC165 3.15 OCGK OPTION Lgrr,NOW AM 52VATION'G• r rGpF OPTIONAL DEN /BDR. 8 AT 15T FLR. +Iq6 - 1826 y�,• .:= W el � o000 W x z MCC n V:iE W x x O � O of aya « TOTAL SHIWTS W ° �. o GENERAL NOTES OCTOBER 2002 2001 C.B.C. ABBREVIATIONS SYMBOLS A.B. ANCHOR BOLT H,G. HOLLOW GORE 5. SINK ARCHITECTURAL ��a C U ABV, ABOVE H.D. HOLD DOWN ANCHOR S.G. SOLID GORE DIVISION 1 A/C AIR CONDITIONIN& HDR. HEADER 51-H. SCHEDULE AGOU5. AGOU5TCAL HOT. HEIGHT SCRND. SCREENED WOOD OR METAL STUD WALL. NON-RATED GENERAL REQUIREMENTS BUILDING DEPT. REQUIREMENTS EC. SE ADJACENT hl HANGER SEC. ADJ. ADJUSTABLE HTR HEATER SECT. SECTION WOOD OR STUD WALL. THERMAL OR SOUND INSULATED F. AL ALUMINUM 5EL. SELECT ALT. ALTERNATE SELSTR SELECT 5TRUGTURAL BRICK OR CONCRETE BLOCK WALL OR VENEER Work performed shall comply with the following: PROVIDE LTPERGENGY EXIT DOOR OR WINDOW FROM BASEMENT IN5UL. INSULATION W AMP. AMPERA&E SER. SERVICE AND/OR NOT BE SS THAN NET CLEAR WINDOW AREA INT. INTERIOR I. These General Notes unless otherwlee noted on plans a SHALL BE NOT BE LESS THAN 5.7 SO.F7.(821)50.IN, AVb. AVERAGE S.H. SINGLE HUNG PRECAST OR POURED-IN-PLACE CONCRETE WALL q speclllcatlao. MIN.NET WINDOW OPENING HE16HT DIMENSION 24"CLEAR, JAL JALOUSIE SHY SHEET U 2. GaIlPoria BuIlding God.,appiuedsl.edition. MIN,NET WIDTH DIMENSION 20"CLEAR FINISHED SILL BD. BOARD 5H74O SHEATHING ® WOOD,FINISH,3/8'OR LARGER SCALE DETAIL m 3. All cppliuble Local,State and Federal Godea, OrdNtncea, HEIGHT MAX.44"ABOVE" GBG 310.4. BI.D&. BUILDING ` R. SHOVER Laws, RegulotImo and Protxtive Cov.nonts governing the BLK'&. BLOGKINC, L. LAVATORY 5L, 5LIDINb ® WOOD,ROUGH,GONTIN1GVr MEMBER 3/8'OR LARGER SCALE DETAIL C a a a a a C a .It.of work. THE PLUMBING FIXTURES AND PLUMBING FITTING SHALL OLT-IN BUILT-IN LAM. LAMINATED SPL. SPLASH SH LAM.PLA5. LAMINATED PLASTIC SPA. SILL PLATE NAILING 4. Standard SpeclPlcallon of A57M. MEET THE STANDARDS NOTED BELOW: BM. BEAM WOOD,ROUGH,NONLONTINLOUS MEMBER 3/8'OR LARGER SG.DETAIL 5. In toss of conflict,the more stringent reclulremert. shall A)WATER CLOSET•1.6 GALLONS PER FLUSH MAX. EN. BOUNDARY NAILING L.F. LINEAL HTERFEET/00 5 i P SHELF a POLE ern. B)SHOWERHEAD•.7 5 GPM MAX, B.S. BEARING L.L. LAU LIGHTER 5.5. SERVICE SINK �� MINERAL WOOL OR FIBERbLAS BAIT INSULATION Ll 9a'r B.S. BAR SINK L.T. LAUNDRY TRAY STD. STANDARD Cz 6. 'Or Equal":The Contractor shall submit Par the Archltect's C)LAVATORY FAUCETS•2.2 GPM MAX. CUM, LUMINOUS S.V. SHEET VINYL aId Builder's approval all materials or equlp-t whkh Is D)SINK FAUCETS.2.2 GPM MAX. GABT, CABINET LVR LOUVER STRUG7. STRUCTURAL DIFFERENTIAL IN FLOOR LEVELS OR FINISH SURFACE .Y. corroldered"a equal"to that specified. TITLE 24,VGBG,UPC,90T GALL. CALCULATIONS `SK SKTGH / FURRED CEILING OR SOFFIT AT HEIGHT SHOWN.2 X 4 a 16'O.G. U QQ¢QQ¢QQ j kY52Si On Site VKIllcgtbn ofmens all diion on and cdition shall be STATE HEALTH a SAFETY CODE SEC.17 GMBR. CAMBER 921.9 BANS THE USE OF C,µ,G. CEILING HE16HT CHANGE MAR MARBLE / i S6bC670b�t UNLESS OTNERVIISE SHOWN ON THE DRAWINGS Ibi"I f the Contractor and 5ub<.ontractars. CHLORINATED POLYVINYL CHLORIDE(GPVG)FOR INTERIOR MAX. MASONRY T. TREAD the U rsepon ty o G.I. GA57 IRON MAX. MAXIMUM T i B TOP i BOTTOM Noted dime-Ion take precedent over scale. Each Contractor WATER SUPPLY PIPING. G.J. CEILING J015T M.B. MACHINE BOLT T.C. TRASH FACTOR ELECTRICAL NOTES or Sub-contractor shall report to Project Superintendent all GLb. CEILING TEMPGL. TEMPERED GLASS Gaditiont which event the er.-tiara of their work. ALL RECESSED FLUORESCENT CAN LIGHTS SHALL BE A PIN M.G. MEDICINE CABINET PS Prof GLR CLEAR 7 i 6 TONGUE a GROOVE INSERT TYPE,NO SCREW TYPE FIXTURE PERMITTED. MIN. MANUFACTURER GNTR, COUNTER Till TRUSS.KJIST MIN. MINIMUM SURFACE MOUNTED CEILING LIGHT FIXTURE Gll.nt's Architect and Project Superintendent to b. rotlPl.d GN7R7P. COUNTER TOP TM.G. TIME F CUR I,m dlately by Contractor or Subcontractor should cry ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH G.O. CASED OPENING MIR MIRROR AM TAC. TOP OF CURB dlaerepaney or other question arise pertaining fn the OF THE STAIRS.HAND6RIP PORTION OF ALL HANDRAILS GON4 ���� T.O.M. TOP OF MASONRY } RECESSED LIGHT FIXTURE M.O. MA50NRY OPENING T.O.P. TOP OF PAVING working drawings and/or apealf Ncatlona. The Contractor SHALL NOT BE LESS THAN 1 1/4"NOR MORE THAN 2"IN U CANTS' GONTINUOI/S MTD. MOUNTED TA.S. TOP OF SLAB yy1.( HANGING LIGHT FIXTURE W shall po h..,responsible far the results ro any errors, CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL MTL �.� y.� d i.cr'epancles, or omlaelaro which the Contracts foiled to PROVIDE AN EQUIVALENT GRIPPING SURFACE. CPT' CARPET TA1N. TOP OF WALL note! the Architect o1 before construction and/o' GBG 100333.1 G.R. CURTAIN ROD T.Y. TELEVISION VP. RECESSED LIGHT FIXTURE W/VAPORPROOF LENS COVER fabrication aP the work C5MTYVK CASEMENT WINDOW 4� L) G.T. CERAMIC TILE NO, NATURAL GRADE �(�} uQ CULT. CULTURED WC PROVIDE 25'-0"LONG 04 REBAR FOR GABLE/PHONE AND 20'-0' N.I.G. NOT IN CONTRACT T WALL MOUNTED LIGHT FIXTURE G I` nab-contractor shall: Insure that all work I. done In q LONG COPPER FOR ELECTRICAL',ROUND PER N.E.G.SEC.250.81 cad. mom. NOMINAL fl anal work-lik� manor by skilled mechanlca ad N.T.5. NOT TO 50ALE UNPIN. U URINAL NWSHED SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINET Q fff ll rterials or Items dawaged by Sub- ALL WORK SHALL COMPLY W WI WITH THE FOLLONG CODES: D' DRYERsho eplace any ma U.N.O. UNLESS NOTED OTHERWISE LIGHT FIXTURE a "� contractor perfor _. Sub-contractor-suppliers are DBL. DOUBLE hereby notified that they are to confer and cooperate fully 1991 GBG D.F. 20U61-A5 FIR O/ OVER ® RECESSED FRACTIONAL HP EXHAUST FAN,SWITCH CONTROLLED + C C7 with each other during the course of caetructdn to 199T UMG DIA.OR Gf DIAMETER O.A. OVERALL VAN. VANITY determine the exact extent and overlap of loch other's work lggT UPC. DIA6. DIAGONAL OBS. 065CI1f2E VEN. VENEER and to successful) lets the execution of the work All DIM. DIMENSION O.G.OR O/C ON CENTER VERT. VERTICAL RECESSED COMBINATION LI6HT/EXHlWST FAN,SWITCH CONTROLLED y S- p 1946 NEC Vb. VERTICAL GRAIN q W Sub-contractor work-ship will be of udl W pass DISP. DISPOSAL O.M. OVERHEAD P 0. NJ Pa V.B. VAPOR BARRIER 120V DUPLEX GONVENIENGE RECEPTACLEi DP. DEEP OPG. OPENING w Archlt l t by local authal or lending Iob-r e V.P. VAPOFiPROOF Mahltect or Builder. Any one or all of the dove mentioned DR DOOR 05A OUTSIDE AIR EO-= 220 240V SINGLE CONVENIENCE RECEPTACLE � In spectors may inspect workmanship at any time, and any DRP. DROP 0.5.5. ORIENTED STRAND BOARD Q W II HE correction needed to enhance the quality of Wilding will D5, DO1044SPOUT ttl' R ITH TT 120V DUPLEX CONVENIENCE RECEPTACLE,SWITCH CONTROLLED,I/2 HOT z O Ffyt1 be done Immediately. Each Serb-contractor, unl- OTL. DETAIL P.B. RU5H BUTTON .peclfically ex.mptad by the terms of his sub-ant-t DA DISHWASHER P_G. PORTLAND CEMENT vc; ypOp CLOSET 120V,DUPLEX CONVENIENCE RECEPTACLE INSIDE CABINET I � F Bement,shall be re onlbl.Par clo-Ir and removi D ' DRAWIIK' P.G, FULL CHAIN C of ep 9'iP ^9 WDW. WINDOW c a ham the Job site all trash and debris not[.Ft by other OWR DRAWER PCE. PIECE N.H. WATER HEATER AP. I2OV,WEATHERPROOF DUPLEX CONVENIENCE RECEPTACLE eJ V J q Sub-contractor. Builder will determine soon after soo after Sub- PH, PHONE W/O WITHOUT I contractor a rerna ea each phase of his work that trash and EL EACH PLT_ PLATE � HEATHER�PROOF O debris will be-.moved Prom the site. ELECT. ELECTRICAL PLT PLASTER 120V,GROUND FAULT CIRCUIT-INTERRUPTER(6FGU DUPLEX ELEV, ELEVATION PLYWD. PLYWOOD AM. WEIGHT Structural Englneerinq: E.N. EDGE NAILING PNL6. PANELING FIR120V,WEATHERPROOF DUPLEX CONVENIENCE REGEP7AGLE 1. Refer to the rent coloulatlows For ay question regarding EQ. EQUAL POL. F-OL15HED ROOM/AREA ABBREVIATIONS 6.F.G.1. W cur p pq lumber grades, bean and header slies, Footing and sheaf EXH. EXHAUST PP6. POLISHED PLATE Q 120V FLOOR TYPE DUPLEX RECEPTACLE,W/GOVER r.q.v-ts. EXT. EXTERIOR &LASS BA. BATH 2. No davloten laws Pron structural detalis shall be made without EY1. EACH WAY PR PAIR DORM. BEDROOM SINGLE POLE LIGHT SWITCH O the writt approval of the 5tnuctural Enginer.e Approval PSI, POUND5/SOUARE BRIM. BROOM GI a Wr does not contiWte author) to deviate FOOT GLO. CLO5ET - 71{Rg_WAY LIGHT SWITCH Fr pI nP FAU FORGED AIR UNIT Z 2 Fran,plan ar epscifieation. F.G. FINISH GRADE PSI POUNDSKAUARE INCH DIN. DINING O Soils EngmeerIra: F. FUEL 6A5 P.T.O.F. PA PRESSURE TREATED ENT. ENTRY o I. Re/er to the curent Soils Report Par questions F.b. FIXED GLASS DO FIR FDAR. FAMILY PRE1NG - FOUR-WAY LIGHT SWITCH Q o P any 0. FIN. FINISHy m o regarding aoll requirements. rZFLR. FINISH FLOOR PVG POLY VINYL CHLORIDE GAR 6ARA6E + PH, TELEPHONE JACK ._ P.J. PLOOR JOIST KIT. KITCHEN I ^ FL. FLUSH R RISER CAL. LAUNDRY l�V N. TELEVISION ANTENNA CABLE JACK or_ U O FLUOR FLUORESCENT RAD. RA2IAURADIU5 LIB. LIBRARY .e 0 o U F.M.C. FLOOR MATERIAL CHANGE RA.6. RENRN AIR GRILLE LIN. LINEN i--Q P.B. PUSH BUTTON FOR DOOR CHIMES OR GARAGE DOOR OPERATOR w W F.N. FIELD NAILING REGPT. RECEPTACLE LIV. LIVING 7 m W O FAD. FOUNDATION REF. REFERENCE M.BA, MASTER BATH see DOOR GRIMES L F.O.G. FACE OF CURB REFER REFRIGERATOR M.BR. MASTER BEDROOM w " .G a0 F,O.H.G. FFZ:E OF HEART CENTER REINF. REINFORCING M.DR. MASTER DRESSING �"� THERMOSTAT,VERIFY LOCATION WITH HEATIN6 a A/C LAYOUT �!1^� q�* w P.O.M. FADE OF MASONRY RE/5 RE-SAWN PAN. PANTRY v F.05. FACE OF 57UDS REQ'D REQUIRED PM POWDER ROOM O JJNGTION BOX,WITH COVER OR ADAPTOR A5 REQUIRED PRDR FRENCH DOOR REV. REVERSE RTR RETREAT F.R.P. FIBERGLA55 REINF. REV. REVISION/REVISE SCRs SERVICE O SMOKE DETECTOR IGBO APPROVED,CEILING MOUNTED,HARD WIRED POLYESTER R.J. ROOF JOIST STO. 5TORA&E AND W/BATTERY BACKUP O FT6. FOOTING RO. ROUGH W/R WARDROBE F%Y� RO-IN ROUGH-IN WI.G WALK-IN CLOSET O CEILING FAN JJNCTION BOX,WITH COVER OR ADAPTOR AS REQUIRED Ij &A. GAUGE RO. ROUGH OPENING W &ALV. GALVANIZED FRO/5 RO1GH SAWN CODE ABBREVIATIONS ® SECURITY SYSTEM MASTER UNIT pr 15.5. 6YPVJM BOARD RR ROOF RAFTER &D. GARBAGE DISPOSAL ll REDWOOD G.B.G. CALIFORNIA BUILDING CODE &.D.O. &ARA6E DOOR OPERATOR G.M.G. UNIFORM MECHANICAL CODE MECHANICAL & PLUMBING O 6 F.I. 6ROUNO-FAULT CIRCUIT-INTERRUPTER G.PA. UNIFORM PLuMlBIMS GODS , 61. GALVANIZED IRON G.E.G. NATIONAL ELECTRICAL CODE cn RDE B.O.C .A NATIONAL BUILDING LADE ® ',r O f`D FLOOR DRAIN(FP)OR AREA DRAIN(AD),AS NOTED ''/^� 's� 19RNO. &ROUND V, N^` G.ai GYP. GYPSUM O Im ROOF DRAIN(RD) W v 6LB. &WED-LAMINATED BEAM +--�- HB HOSE BIB MB) ,�s 6.T. &IRDER TRUSSO l� HID f t10SE BIB WITH SHUT OFF VALVE MBr5oV) � Ti -�ICJ I SOV l� F& FUEL GA5 OUTLET(F5) JJ ^, i---'g LOOSE KEY VALVE(KEY) W� v-lam'<� M -a �Q� O W i = cs J 00 �. a- ° N m 0 F-= ry n1Urn r ry _ ■■ o z u73 LU ♦.l J W - m � MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFAR PLAN 2 PLAN 1 X PLAN 1 N Mn•N.•<MeMI a amhet Ill NaM,bemuN ewl,ln ln•In mawm Mo has N N•eompibnw•ppm•en s n•a,soak 1'1 m•Y ad be.PP.Nobso by m«..taaam wmPlbne.......IlNoa en Ill Cwa<N•01 0 « We IM1e Wawa d,...Ma,In.bNun• Sol mall w nmidein by,ll e.. e• midmum o ompawl p.,bimance•wci&Nis•M Ill m,MNory m,nun rMNbr Ih,y,n,M1wn NwwMn k Ill Owum•Ma won his cMckN•I way N kwnuclbm:CnwX a Inwl• "caw wow wen cam Nbd or.M.r WA N rot a abN. CERTIFICATE OF COMPLIANCE:RESIDENTIAL Pag•1 CF-1R CERTIFICATE OF C PLIANCE:RESIDENTIAL Pepe 1 CF-1N ceart.LCAT.o[C-.L-.:..IOe.rfru gage 1 cP-SR < ................................................. -_...:.......,.,,.......,:ass„-,".,.-_____-..............-..-...._._..�...-.. ....................--.e... ............... DESCRIPTION DESIGNER ENfOR<EMENT .......... .............-........... p p P Project Ti<1•..........THE WI LLlRYS Bafe..04/22/09 09:52:19 %'0]e0t Title..........THE NILLON9 Oan..Ba/22I09 OB:62:02 PEeO.ee Tltl...........SIR WILLONa Ose...01/22/0]w:51:56 eulldln Eawla Mnnne ^� Project Atltlrsea........PLAN 2 ,•„••. ....... ....... ho]aet Idtlr•ff........PLAN IN •w...• ..................... P,e3,ct Mdtwa........PLAR 1 •••••,• ____________________ 1Nlnlmuen of obih ImuNlbn. x s aaVW-- EL•IpOP6-Ce 30 •w.Dl• 1 1•Ab:LeneNbwWbnm•wbciWeY•WNE RN.Iw. % VVV ELSI WRE-GZ 10 •v8.01• I I ELSTNORE-CZ 10 -Xi 01• I l oo<urn[a[lon AbLI.Y...008NCoat ••••••• 1 Builtliw wtml[Y I •SUN:Minimum R-13W,IIimWNien Nwwe•ametl well.er e0virbm UFwtwM malalhr,wtlb G Docunentatlon Author...eeBX C00( ••••••• 16uileing Panit I I OoOwantat ion Author...jm consul K ••••••• i Building Panit Y i f e:Minimum Rt3 a ee aloof il.•uW bob MmaO peon. Consul i I 118:4aWatien Pn 20Ma er lbelaYee mob baubllon u4i1 48neem+ X 74 701,,O'Shantar or St,200 I Plan Check/Wan 7407 Tam O'Shant•r Or Ste 200 I Plan Ch-a/Data 710T rem O'9hevte.or ate 200 l.n check/O.I.I Y 8to0Mton,G 9fi210 I I 9takton,G 95210 I I .. stxk[on,G 95210 1 1 315gY);SND•d9e imulNipn-wN«,bao:9Nen�•InIXr,�ibnlE eMNl3�,gtwbp«Irwmiwbn ntew ,e 209-474-8446 I Field Check/Bat.1 209.474-B448 1 Field Check/k/pate I 2o9-1T1-ea4s 1[Seta Meck/pat•I WA a Climate Zone...........10 ..................... C1M,at•2ona...........10 ----__---_-�-..-..... climate save..... 10 _____________________ Mlc4rt all ban. +- Cospliane.Method......YICROPASS v6.01 for 2001 Standard,by EnI-Sip,110. Conpllanee bathed......YICROPAW 16.01 for 2001 Standard$by Ellr=t Ihe. e-1.anea..I I......alYCROYA v6.01 fat 2DIn a[wMtaa by...Y=er,Inc. •-. 4118-17.FamsnNron Prodala.EXl.ner Dann, C o a .............:.a...a............................................:.:............ ................................._............................................. ........-....-------------------. -. ---................. ....-..--.-.. 1.000n.m w,Mow.Mlwwn ee,INbnea sea Yroemniomd­.a..e u°ma to nmu w N•xage. t I Y[CROPA36 v8.01 File-PNTW2 Wtn-CT{10692 Propran-FORM CF-tfl I I YICROPA%v8.01 File-PMTW1% Wah-CT210392 Program FORM CF-1R I HIC OPA96 V6.01 [Ile-PXTWl Nee-CTal0a92 P - Cr-1R I 2.F. 4bnproll-pv<.q S•Nnbdwad)Mwlabel rite w +Faetw,e Aed SWr M,t 1. [w[am FORM O.M Cw.cNm(SHGC1.all inNabn walN.ion. v w Ua•rY-YP0105 Unr-ConSol Run- HDYES-PLAN 1% R Va•rY-3R010S Oaet-Ceneel Run-PAROEd HONES-PLAN i p p O I Ue•rY-IW0105 Uaer-Co Sol Pun-PARDEE HWES-PLAN 2 1 I I __------- 3EXN doom end w ..a..au..ln a0;,1'eiMa,M wNntba cwNM,M aeaba. X ............. ............................. -__.............. __--- -.-_ -------- ------_-- ........ _ _____________ _______ 50 V, rbne.n m.MNo b closs Zea ` al4 one to en wA w 1150..PE Md«NNa bdbeem wXn 51 mwb Cmm�Nn wW•bMW+. A GENERAL INFORMATION GENERAL INFMR ION GaxsRAl TxoN 1150N):ImblNliw wfbwl•wa.DwoMl,e sea ADP laroaa,M Ou taps. ...............�.. ................... coWltievw Plp,AEae..... 209]of 1.M..onry SM•elaryduip enplaboh- -t 1 `'M o c0edltloned Floor Area..... 280e f DoMitioned Floor Arae..... 2488 } BVSltli.g Typ•.............. single rrtiy rnenw •.C..PX.m•lY a pluaeaw T Coa[rueet..r ....... ~ BaS1e1n9 IYp,••... angle Family Oeteonad ConitBuilding Type.............. a1n91•Fully 0•tachetl Yp N 1.d.•r-mare Bann damp„M eonoal O ✓.Ni Conatr..tlon TYp••••••••• NSw COnatruotion Typ•......... Nan Builalo9 rten[OtienwClo 3-N,a,9,N a.fw drpw•M wnMl Building Front Orlantatlan. Bartlin+l-N,E,A,W Bu11d1np Front Orientation. C•rdlnal-N,E,8,W ,sear of M•llinq un1G. L 2 wcoM wow bum tle xN ,Ibw•d. % �J I ne L NUWbSr oT O,•311n,Unit.... 1 Number OT Drllinp UnSta... 1 Numbs.o[9 ot1•a........ 3 ........dishas,wabr... end PWWIn 8 le M.awn,: Numwr oT StOrie,.......... P Number of BtorL,.......... 2 [leer Cena[tw[Son Typ•..: eb 113:H AC ,b meN wNM MN.n Nre,ne.d.,rd wNe cad,bdb Ill ammw n f:. . a 1-A H N PMbr cod ban,cek Nwewwro•wXM1 ASNRAE SNAC9U er ACG. Floor Donatruetion Type.... Blab On Grads Flnr Cnstruotlon Typ•..., Bleb On Grant Awarwn�P3.i q f 9.e a a fl e,a Is S1•zing P.r..nt age......... 19.4 V oT 11001• a Glazing P•rc..ta9a........ 19.4 N of floor or.. 0.1.9[AufN'r a[[ 15a .RwklMae•tN en,u• M,w Metl eMkrcaxn•Nana. AvenaaS Olaiinp U-}actor... 0.34 Btu/hr-If-F re Avenge Glaling V factor... 0.$1 Btu/hr-aT-F 9 Gle q 32,3a sla0m Plw w.IPM naWI IN AveragS Glaxlnp BHGC....... 0.92 Average G1axlnp am1C....... 0.92 g it q t �94!'t 1.81onp•pa+r,tern•mn MMnanw EnegY Fwlw Naa loon O.SB noel b•nbm•IY wr,DPoa win N Average Catlin,Height..... 10.1 ft Average calling Height..... IDA Tt +� M° MulaHen naWM,n-nN•I.d toes.nNN,roe wR�fx«gnn.r. 2 FIn15 mN,Ipiw•cbaall to-MPbr tall.n...CMUNIbe ry+bma amulet.(R�o,gnsle4 O 9 Baeku bMa al•abr•Nr Wed No a looks a YMr MOhcl MI wtl,r brake My R 13 BUILDING SHELL INSULATION BUILDING WELL INSULATION c,npvne f a C� M a lY •Xlennl-Rio-R-IsoombbPdi.-Ilexlenereu+lbn. ............... ......................... rYPe a atv )t 1 u-f /Ca®ent, SAY bbl•damXDesed M"m,.Nee in roelrcu Nrq awaom el h,l rat Com t Fran• Cavlt In*thin, Total 11...bl Component Frema C•vit Sh•athln Total Assembl -' - - """""" Y goon y p y Y g Y well a.Coe W P. is plpim p�ow 59•f wulatee. Type Type R-value R-value A-value U-taetOr Lwatlon/Comments Typ• Ty R-v+luo R-value R-veto•U-}actor La+tion/DenanSa otl le P 3.T0.0 Q E.[c Neli 6,Poll bs-. roe•M Wnct nd r•1.r bnk Y ........ ................................... .... .......................................................... -. ee bNrew nwf aav Sa R 11 Fvph[Nall •4 6IX)D •Wad Fam Wall wed R 13 N-n/. R-13 D.Me Front Wall Wall Woed R-13 li R-13 0.098 Front Wall .t'y' a [[ R-13 0.OB15- 1 I.N Owb•M p.num•nN•Md,•wNd,MN•u Natl to meN tnr,wu nm.M Wald 1898 CMC 8•NIOm Sao Front Wall 2.8 Front Wall c. d 1 0 0•Td, P =4.330 y r Sol 803 604 and Suind•mfi aunt+"-unle to•mWmum l.seed l.bl o1 R 4.2 er.rolo•ed nonly In Left-I Lefl Wall,Back Wall l''L7T�1 poor Mkoed awn.Open,W,alarM...ledwll..all,ban,arowlawl.M wdM,duct H.be wabm 2x6 Left Wall Right Wall o L r N;'I J 0.031[ls[w/A[[i< ,I m.Na Ih..Pylkil"esWrwe,w w M 1B1 11L1B1A or ULlBte.Nmaw.ernp•bwedto...I Back Wall Wall wotl P 13 R-n/, R-13 0.08E seragl Wall i t1y�, /e 1l 9 ..OIT Ae rucmce op•nkgPp,wla lMn t/4i,„n.W,wmbi,ntlan Nln,alk•M•khan..an wl•p•anY Mua•e.edarp EE tl3 e [3.O.160 ro Ou[aia. aaW"a,+MXr be wed bra Ira I..........loud+Nem....h.Ir INS Back Wall Door wotl R-0 P-0 P-0 ..a. try Door �' s3ebGaq one's anYnp ceMlemaf y Right Nall Barose door 61 - -12-0.530 Te Wtega wmpom00lI,MN,wIMawNd,inc dh bwk rvbMr,dMaM dwl bpe•umw+wen lPw,wotl in 2%B flipnt Wall Roof Wood R-90 R-n/• R-30 0,031 Fiat w/Attic 'Myl 4,y'eeaeaxMtiox wmbn,lbn wNM1 ma,M all er..MM•. sell Wood R-13 R-n/a R-13 0.085 Gerige Wall Roo! Wood A-19 P-n/, P-19 a.OW7 At Furnace "` --- -��- 2 elui.erFign Hl.Ease,plulomabnk MMMn,M gloom,do-ar. Nnelw w fn m.ta.l. 2xe Bar•pa 91abEDg• Wan• R-a R-0 F2.0.780 TO Outside 3 -d' Oust- .ewe olft.b•dud aMn not be used le, kre,Wre bm'pmd DDOf W,Me n-0 R-0 P-D 0.380 Entry Door 83aDEeg• None A-0 P-0 FZW.b10 To Barape ?• tle C Exte,lel bong/ -BUNSNp caWln.M•wwd So mate iha iMw.awn Geroge Seer - I r Oti•nt F.<[er aXGC Shading St.. Lwa[1on/cer.nn .ana„d MwmYm+Nbc,ue•r.du omMnP Wand •Yl o W bro M F1oo,Ext Wood R-,. R-n/a P-13 0.061 Abuv 00raq FENESTRATION - --- ----------------------- M•.M•wm•oldwt+abr nd lMrcompab tl Mw•Nd wXh elwh bwk nOber N3M r nc Lf 49.5 0.340 0.310 eeantleto Yw -L IWG/VIrn./feGGi adds wdwt epw....awnlai 1. ed n.embimn.neen nou.PM drowbwd.. Poor woe R-30 R-n/, P 90 0.091 Flet w/Attic -----•- 4 EXMu4 4n ay4•ma Mn bwk Was eWemeM demon Rwf wotl R-n li A-19 O.Ba7 At Full,ee OV r- max""- A�q ,F "•t.A �•+f mvnd Let Zldl seal 0 310 0.]3C BCa�wtl Yn 10c6/V=�/a S.OroMM:amneNp+yNam•wNp eatsnand Pwca Mve elMr PutomPle or natlay eecw.be 81abEtlp None R-0 R-0 FZb.780 TO OufaltlS .S. V- E Lorton hang/ R �''• WSM •Tc (¢I J8.5 0.310 0.]30 tle e.tl Mon• a wIG/ /a m,nwny ew Nd 1a 1: HGL Ward Le 14,5 0.320 0.320 a =.d None 10/VINYL/89 HG 904E �lff :.la. 1E1 Orient+Tion f F•etOr BHOC 8hadln Fins Location/Cram 6.Prot.clb .d bm Bans•IroMem mPldw l..roa la 81•bFtlge Nona R-0 R-0 F2.0.EIO To Bara9• ( ) p is six¢ ` wa1M,Nwln pate q g a „ Hind Beck 12 0 0.340 0.110 9cerdartl Y•, R/V YL/a............................................................ ..__. fat SLIDE IN a LS -.1 nlawrom,nd wM eWerol xmlw ro1M b - poe.deama Dpt Back (91 r1.0 0.3T0 0.3fi0 9cendaltl Yn r....OR/NON-NTL/99GLG r•etMr+Ml M+unab•br eulhw•.Mc•.p a Imed FENESTRATION Wine Frnt(N) 49.5 o.BaO 0.910 Steedafd Y•e 8N6L HHO/VINYL/SSGLZ '`.� ""LLLIII Hill Back (el JJ.O 0.J20 O.J30 stollens rile [I%¢O/VIMn/990La pnbc•d by•km,ry Me .......... Wind Front(N) 11,9 0.320 0.920 StaedBrtl Ya, FI%[%y/YINYL I SSGLZ wYnrc co..r.CNlu.r ban l,MM"w ewp nprwwnd ea aMvs p'I.d vi the eeatkp 1M14 Over- Wind Left (E) 60.fi 0.340 0,910 Stallard Yea 3N0L'11j]NG I VINYL/SSGLZ �'!a -:.t x1M Right ryl 16.5 0.320 0.320 9[.W.rtl Y•a I.e./VINYL/as.. wN.rrName all ea hem wane Nbn tMtcenc Mn NR•mNeNl. % Area U- Exte lOr nine/ Wind Left (E) 39.3 0,940 0.110 Stood-Nona SN.H1NG I VIyS'L/SSGL2 NIW Night(NI 1fi.5 O.120 0.]30 9eeMe,tl Mene rI%EO/VIMn/D90Ge 4111.Poo one 9w Heatim SYNem,PN Equon- Pund rod Orientation (at) Factor SHGC 8natllnp -,on- Fine Loeatlon/Comments Wind LNt (E) 14.E 0.See 0.320 Standard None FIXED/VINYL/SSGLZ - Ni,.e Aides(NI 50.0 0.348 0.310:carload pen. GLIDER/VINYL/arLa 1 8y.tr Md N TB banal e.....r w4MmroN ewraf,W eftuselem, --- ......... ........................... .-.--_. Wind L•ft (E) 12.E 0.920 0.320 St ed re Yes FIXED f Vyi�jy1'YL I SSGLZ $LAB aUR[AC6D nests 'n M 'o1IpM11. Wlntl Front(N) 87.0 0.110 0.910 Standard Yes NiOL HIM f VINYL/SSGLZ Wind Beck (8) 94.0 0.340 0.310 St ed tl Yan SLIOEA f VI,YY I SSGLZ ----------- S. �Yet- lnuh, At Ns.t 36'wpp•MM.w N.•M nwbrM Wun ewe hwfnp. Wind Front(N) 1:.1 0.920 0.320 Snedird YSa FIXED f VINYL/8901 Door Bwk (8) 77PP.0 0.370 0.360 St W d Yes_ FRNCH OR(.NO-YTL/SSGLZ u°• b Cear braWdaw pwl•weuNw,epw. WInO Left (E) 99.0 0.3So 0.310 stereard None BNOL HNG/VINYL/Selea-Z Wind BeIlk (8) 39.0 0.3z) 0.320 8t ed d Yes' FIXED I VINYL/990L2 a TYp 1aE) q pee+stem M•NrwtonY wnwe,ckcu Nbn iMe•v do WA Door Left (E) .15.0 0.9'IO 0.880 BtaedenO Non• F OR/NONMTL/89GL0 Wintl Right(MI 29.0 0.320 0.920 Standard Yn,,,�f{%EO/V3NYL`•SSGLZ cenaattl Glee 3093 111E 0,•MM cwlnlaww•,.pod MNr•w Mabrow MweMM teak a,pplaro.,Mwro tle gNm1 Wind R1 t N 16.a 0.920 0.320 St W D N s F[%ED VINYL +1iSOL2 Wind Left (E) 40.fi 0.920 0.920 et•Idard Y•a PIXED/VINYL/BSOLZ gn () k E / / eeMlm„u• buW IW II M. 'w:wmwelmYewkl • am,reh NI<IW BIUM % Wind Baek (8) 149.0 OaaO O.a10 8t•ntlartl Nona ML Has(VINYL/890.2 Wild Right(N) 60.0 0.940 0.31.8 ndard om SLIDER/VINYL/"LZ 11 .Oeel Reol w Mtl '. A MSed BaOk (8) 27.E 0.320 0.320 Stane.rd Non• FIXED/VINYL/SSGL2 x✓/AC axaxNm a non Y,awr.c __________ r e 9LA3 URFgCES' 150 t Lum"Moab "M' NYkdene•nNlMwlam•wNlnm$Mtn w40 km.mMNt er na Wind Back (5) 49.5 0.320 0,320 standard TYes;o, FIXED I VINYL/8SSL2 S ; 9 0) q p all p Y p tx Nits Right(N) 25.0 0.3a0 0.310 Stallard Non, 9LIOEP/VINYL/95012 ' Are. „-+_ Me.lge.wc Tested ACCA eN amn lenn,q-n kycMm TnN Yawn WMbp aMnM<aMn.d by•awMM1 onemOuy wee,emN Wiled flask (S) 40.0 0.340 0.910 etand+rd Y•, SLIDER/VINYL/93(ilZ {3a �' 1 MSniew CM[9.ell wee t Owt uPl rh•tratat 11 equ Arne Ow oMrol+ nwlnnabtln kteMn k Wled Right(N) 45.8 0.940 0.310 Standard Yes SNOL INO/VINYL/930LZ .131 81-e Typ (,})F2 a.- Typ a[1letaney AfE[lev Lewtlen R Vales Eaekaga w Sype g15o(F)t: an+Pww er MlMw m„NMw atMrPlPw Mnwin amp+wth ens eye III v- ___________ _____________ ____________ D__ eMnro•1 In one el the aeanNM+lo this use, YI SLAB SURFACES Stand also -0 Ntwca 0.600 AN6 v/e Attic R-4.2 Yea aetbetk bw,d net PM Iro,M.acNlrw•„wcep a ank % - 'i ............. "� ACaplle 10.00 ti6R tle Attie Ya, sat 4 DY ty Ru.¢ Y Ya° Daek ttwgra A XVAC 9Y9TENS f J TNar NG p¢rA .1 81 b TYD (T) d R•rrlp•ran[ T t�'r AACOA Duce urea supply IJ Standard Blab /49e Egafpde t Yln Bata T ...... ... .. i Makes•rwgw Mte awlwe u.. FOR: Pardee Hanes u. Cnarp•and W t 0 c[ DNOS Manuel Tnenmo,t•t 9 uip.•nc Type (•fen C[M/CrM35) Ift2) ^1 Typ Effl t.�y Ai Tln L [1 F-valueyLeaxa9• D r... YI NVAC 8Y8TEN3 ................ ________ ........... Furnarac i 0 800 AF'UE / Atti �1R-4.2 YSa Y.a BStDaOM [ulnae/Acepli[ fit/ 6T.9 n/a RE: HVAC Sizing far:'The WBows" Refrigerant Tested /CCA t _,lit l 10 DO SEER Aw Attt f- R 4.2 IS. IS. 8etb+ck p11 Equlpent Y1n1mn Charge ell Duet Duet Duet annual Th.,.oant f INI.LT-----N xestxw Illn­------- Eleanor Plana 1,to&2 Yp Type Efficl•ncy A1rTlw Location R-value leakage 0 Typ +. � �WCS TFSTI.NA OETA[L9 -- - -- Elbinor0-Climate Zone 10 O ........................................ - - ...... slaw,[Deer Blew,Me, --- - ----- -- --•- Less., T„qa[ Leeke9e Mlnlmum r11 F11 r Furnace 0.600 AFUE n/+ Attic R-4.z Yee Yo S,macx -, D.e waaursd supply Sizing calculations for the heating&cooling system is In accordance with Title 24.The following WAC sizing Values are the IY LY 3, Leakage T•rg,T MIT Surface Ar•a A03plit 10.00 SEER w Attic R-4.z r•a sea s•tbacx jtH� --- i. -N--/--1 ono/--1 result of a CEC approved performance program MICROPAS(V8.01).Awcmd,case orientation of eadt plan was utilized to Al Eq ion t Typa (L fan CFY/CFNn) (142) Q IY DUCT TESTING DETAILS M1-. LL -- +_. '•---------....... - - -- ------ ------ ... 9 S S23/1.3 gBfleflelB meSB ValU89. I� ..... ...... F IT lit ft Iw.e n/s........ e 1 R I xu __ _ ___ad__ owe w.aur.a Supply NOTE:ACTUAL EQUIPMENT SPECIFICATION 70 BE DONE BY A LICENSED MECHANICAL CONTRACTOR OR Pv Y t •" NY.e., xene aat.,wl O L Lwk+pa Target Duot S("a)s Are+ . a' INFILTRATION TESTING . Equipwnt Typ• (V fan CFM/CFY25) (ttz) ............................ r Sn n.cgy u.. .Ylaeion ENGINEER. Q N ...................................................... Blown poor Blarr Door y r Typ• Dis-lbuc.on Typ• $vac.. Fec a (gal) tt al.. N I Sank pe Xaa[• r R 11 Furnace/ACepllt dt/ 121.1 n/a ,ay. y L•+k.g.Target Leakage Miliab. _____"-"_ -- '_R W. HEATING LL r (CFM60n/3lA) (aWOb/SLA) acacage Goa ax.naata 1 0.fie 50 INFILTRATION TESTING DETAILS .-Psi - "'--"............... xu n NiD le ELxuG A9stRRa ouS r 22M/3.5 976/1.6 Is [Ea n o x Plan Floor Arec Orientation Total Load 0 91 Doo •••I.1M 1n Chia section snouts b.OocurncM an the Olena,•• bl LI k g T get L k b YI 1 N -x �_ s•` 'INTER HEATING SYSTEMS ••` 1 2093 sf Ele81 37,669 BtUIIN (� (CFN50h/$AI (CFMbOh/SLA) ( - .................... •••lv,nll.aco rnunctucat aW CEC ape 111<atlen.,sea ••• 6 ...: ...1+y. .d' Number rank External •••w,l[i•d duties plan on•ck.otl[solo lnap•ctlen. X 2486 ( East 45 D76 BtU/rM /�r4 rn 2843/,9yb 1199(d,5 _ 1n Energy 81xa Insulation Tni: 1 5 a5 ii, ..yam Tank Type Heater Typ, DlatriWt Ion Type Byat•n Factor fall) R-value i,•dltlpl•ori•oe,tlon bullainq Vien w o[imeation rwtrletlons. u �ATER"ING SYSTEMS M W ................•.....•---.•-•••--•,..---......--------......------.... Tnia printwe la eez eea crone!•ein9 Yertn. r' 2 2684 of East 52,540 Stull ID CL ..... Store• ft. standard 1 a.s0 50 R-.1. a This building 1 .n,T.,wa port L•.k... s Number TenN: E t •1 { n<e,pot q in E 9Y 91n` 1 1[ion S SPECIAL FEATURES AND YOOELINO A88UWTION9 q COOLING L F.1 L Tank Type .!star TY, DSetrlbutlon TYp syat•n F t (pal) b 1• ---------------------------------------- rhve buliein9 iworporatw aw[0•algn using Acu Nand D. ......... ....................... a •••11...In thi,•Batten should w doerant"d on tM plans,• hd a.SL.,layout and.-Ille-se at be iwlud.d in,Vbai...1. W /`• a VeXtetea field wtt[i.a b III_xeas.at... plan Sensible Load Latent Load Total Load 43 "' at...go G standard 1 O.GD b0 i h( installed to manufwtunr aid DEC aICIIIIeatlon.,and an y•cote t, t, i 1m1-„. M" •••verified during plan cM,k and field inpction. ••• 1 BPECTA(FEATURES AND YODELING Aamuse"IONS ^` ni w.latnv Snwtpne.a raPe.e messeueion. 26,011 Blulhr 5,202 BtulM 31,213 BlwTtr [ N Q .. ... �8 ""'"``"U� Thla Ss multiple gri•ntetlon building with no orientation r•atri,tlon., xh•aNeraur,•a w ua1.oat inclua lnattweieno on ep to epwaM the windows [ �' •Rana Sn Mili ti n ld M do,ument•e th plan, Thla printout Sp Tor tM front filling North. one/e1 rcMeical watllatlon ee eeel.w waquete V,tiletion.In e0elcivn, 1X 31,D24 BIUIIYf 6,2D$Blully 37,229 BIUmr 3 'N •1,ta11W to 1, t r+otl CEC 111,Mu„1,Dwhlbltea I.,hV hit wnY.1 cbob.....appi l..... •' ifl d during pip hank and field Snspa tl d ••• This building incorporate$Tasted Oust Leakage. he then eookinI appllenew,n[,Sp•nee1,aW der.11.cloche°d,ya.a [nee Y,.Snaoer lest[o.<ame.elen Sw.aa wM.elanee apeae. 2 36,767 Btullhr 7,353 BtuM 44,121 Btudhr YI W his is a Itip1 i,nt tl "items With no orient t1 r.II<t Sono. This building incorporates duet design u,in9 ACCA Manual D. p¢Wiup vaaieiGtIox This printout I.for tM from failing wrtn. 1 Th•d.slgn,layout and Al..I.ion+oust es included In•uIbi IS Ad �. ana Verified!field vririoa by a e•rtln•a HERS rater. -------------------------- Note'.AC equipment sensible outputshaWdmeet the sensible load. ••Inn,Sn cola nwsen newt[.alas[.a[Lnq anm•. Note:The Heating&Cool. footle reflect tlm installation of ens efficient windows with spectral selective ass. L '.U.`°' Tnii Wilding Lneorpr+[ T tan w0't..k.g ...a ,l t., n9 n9 [QY N 9l This buIW1n9 I",erporat•,Tested Infiltration. wtlei<eeten eY.w[i[i.d her mangy a sea., (, " This bulldinp Sncorpr+t duel tl ipi LIQ as U•1 0. In N:Swnlr'•Manual rat include in•tructlon,on raw t0 ogre[•the w1Mwe •••tM auptVlaten o[•C6C Ppp.owd Hall ptoVla•t valor •:: ' Th•d•slpn layout and<•loul+tlanS moat w Sna Wed!n•uwitral. +otl/or mmnmlcal vent}Lt1on to mhi•v Wegvn vntllatlon.In Wtlltlon, •••e6C wp,ewd coating sea/e1 w,itica[fen rceee,.�ne Ill and wrlfi d field •rifted by a certified HERS rotor. tole now.1,pronleited nor b.VSn9 vented enbt:.Cn apPlleneee •••ewe b.repotwtl on ell c[-6R Snaea11se1on wreluwe.'• COMPLIANCE STATEMENT :A otMr Loan COakin9 appllanwa,re}r1llaratora and JI-tio clothes dryers Tnao bu11tl1 g 1 p atn Tasted tnT11[r•t ion. that use indoor air Tor enbu•tlon inside eoWiti.n.$paw. This building Iaospotae.a tone Duet L,axega.Te,pe CM l,akaw ____________________ LU TM Ho awns}Manual as Iwlud9 instructions on ran to op,,,te the Windes, Is Say be.IY1•e at 25 poo-a.1.lb-1,.pD=r rzarxNc Dcuaa.Sew This certificate of compliance lists the building features and erformance m e1 b.wlemww.,mw.mnd m the er". f theeYN P 9 P a.....necnanl,a vantllatlon to a,h1•V,adaqu•t,Ventilation.In addition, NERS REWIRED VERIFICATION y .w e<e.en roe ba cabn eo weuw specifications lCatlona needed t0 comply With Title-24, Portal and B of the Lola house 1.plopielted for navinp vented onbustien apPllene•e ......................... .a abew tee tngat,e6ev cot cc p p y 1� a te.d-C leek!•ana teen rat M w etas.-tnnatiwl ,.. other tM1an cooking Appll...: rafri9•raton all Onas 10 olotn•a dryers ^•Items Sn tea nftien require field tasting ana/or ••• .-it....e.i m.eime Wane I, ,.eea.wln*Yt ran t•a,in9�� California Code of Regulations, and the administrative regulations to that...1 d 1r ffor tambueti.,in•Ia•cenaltlen.a rYv.w. •••V.annTien ey.wrurl.e ran•en.rgy raven Yne.r ••• Itaww,..Bat lwnll.e,to.: HEn wrluwue.is net I. ,y implement them. This certificate has been signed b the individual with •••tM supervlalon M•CEC-•pprpee HERS provld,r using ••• t • P 9 Y t ••• TI HERS REQUIRED VERIFICATION •••CEC+pprovtl te.tln9 and/Or vrlflo+Llon methad,.+ed ••• [e,T.Sd Duct Mekege' Overall design responsibility. When this certificate of compliance is .......................... •••moat w nportad on the CF-BR Lnatallatlon e.rtlfle•co.••• ....t 1p LXLo...ern ..urn field tliat n,and/Or ••• Tni,build be iwotpue•e dust anion Y,ma xu wnwel D. submitted for a single building plan to be built in multiple orientations, •ifl,of ion ey.eentliled hat•men y rotor Under Ina,butldma Inw.Peran,Tested Duot Leakage.Target CFY leakage The aca/en,I.Yout ana ulculeeloro rat be inclessd to a.bms[t.l. any shading feature that 1S varied is indicated 10 the Special Features the Yprvlslon 0f a CEC-opPraW NERS prwlden using value.. otl tle 2a prwL an ennn m O)CT iE3TING DETAILS a-, ,but Sncot Lwow In[lleeaelen.ran aW xlnimum Cr" Modeling Assumptions section. }•FEC pprovatl teeth,and/or vrlfleatlon methel and •• r may bet,aleulated a,dwumentetl on the CF-6R.If In...aaur•d OF . q Donee., RAxec Tas 1 moat he r.p on the CF-6R Snatallat1on eentifi-ii.• 1a abev.the tenpat,the''orr...I' action moat w taken to NDuoe Vaiu.s re,u,aI at SO paaula ale,h 1.xxnee e,. T Ne1on-Li•bow. X e• tn,duet laskapa and than seat w r•t•.t•0,Alt•rnatively,tM untl c[tROn S,a ew ell ee,q•e,t etiw tle rn1"b Slaing Sncorprat•a hated Duet Leakage.Target CFM leek.,+ enpllanee wloulatlons could be redone witwut suet eefting, rat M uk•n ee Eed..the i.laenuen ana the.n[nt.ALLY. Voly, DESIGNER or OWNER DOCUMENTATION AUTHOR xe en.m... < measured at 25 pascal.an show 1n DUCAT TE8TING DETAILS,Bova IT duet•an not Snstallotl,roan HERB ven1Tle+tlon Is not n•e•eaary .y b.wlml,na.s ewurateD on me cF,nj 1r th.Rea.ursel ail for re.tW w,e leakage. Name.... Name.... JOSH COOK • 5 W' 1 oov cn• ..... [nen wrraetiv+,tin moat b•taken to reeun nRxxrxuri or-LYANed:R IOEW11u .aw 4 ,r-lA Company. PARDEE HOMES Company. CDnSol the Outt look.".ed Loan rat w ret•at•d.Alle-LiV•ly,the Tnia Wlltling i-rprat,a duet dnlan Uainp ICCA Manual 0. = N cwpliane,Calculations eoultl w reder,without duet testing. The d.fign,layout ana,.l.maTiona m.at M In.lai in wwill.l. etal•<t It .I..........rxd rlLtaR wc.,.04/g3/.3 w11:1. Address. 10880 Wilshire Blvd #1900 Address. 7407 Tam O'Shanter Or Ste 200 ors mt installed,roan HER$varlf i0etl0n la not neoese+ry ""-'----"'"--------•'-•==.......................................... =2N„ TOI.T•atad Wot LeeMape. Th3.Wilding incorporates Tested Infiltration.i•r9et,nd Yinto-CFY xeRB REWIRnb vPIeIuriaN Los Angeles, CA 90024 Stockton, CA 95210 V•w•e r,mr.a.e s0 p,o•1,.n ennn in INFILTRATION TEWIM DETAILS aen.. "--"-""-----"------------ Phone... (310) 475-3525 Phone... 209-474-8446 Tnia bu1101ng lrorpnLS Ouat drlpn u•lnp ACCA Yenual D. IT thS rarrod It Wh Sa.I'a tna targat,two, netlw+,[ion ell cawplt.nc.<alrl.tiae.ceule be,•dens with..t lntlleaeten sating. License. The tle.ign,layout•ed Oaleulatl0na must w SnOluGed in fuwlttal. rat w taken t0 rauw the Snt3ltfatl0n untl LMn rarest.AlteroatlV•ly, If th.waaul.d CrM50h i,Mlow the wlnlmum,then ell butlalnq mule ma.[ /� Mica..be.le.-I eea.t u1t.r .son uvu.al1Y tight tev[rucclm / / -Z 7••O3 This buildln tneor. na Tested Infiltration.Tar t and Yi.iWIIm CFM HERS REWIRED VERIFICATION ra<ttw•ccin rat:M tall•.bet•it-iveantie..I,_Y!..intale,selen 4�44 7 L Dora g. Signed.. Signed.. _ vatu•e w ured a[50 p,acale•e ennn in INFILTMTION TEBTIND OETAIL9 ebwa. _ _ e1�p.oviea[et rthenlw3 supply o,,cll•[fen•eaquw.-1.Snnin the If In..enured GFweb le abw•rth•target,then e0 feCtiv satin Me enpill",ealeulatiena could b•redone without infiltration ISetlnp. •ateanc.et+p,aaau,e geaeeal cn -S Daae,le,elan a[e[M eucalea (data) (date) mu,t be taken to rbduw the infiltration and then nteec.AlterrtiV.ly, I}the. urea CFYSOn la Wain tn•nininn,then the building rat me•e w......is p,raaur..Ith o[M.coot tnwus wntil.ttonvfana op.ela q UnlTon t,henlwl Cbd.I•.RLi,•rnt.for un...11y Tight wn.troetlon old ENFORCEMENT AGEICY nwuw HERS REWIRED VERIFICATION nrnctive action rat w taken co either Snt.mi..Ily incroaas 1RTiltr+tion _"""""" or provide for a•ch,nieel supply Ventilation ad•nIat•to maintain the -PANE,vixvG Nxrx a ecrw,LLx B wnv eLAa ens onpllana•caleulatlonf eoultl M redone wltnout SnflltratSw twtlnp. neltlmc•at,pnrun greater than-a p,eml• •lative to TM outoldq - xoRa-oat(all/0.]1 taxi/0aa(n(I/e.]4 Iegriol Name.... If tM n•,surW Cfwon I. win the WSnis-tn..the building S.Nt at average air pre•eur•Bairn other Cntlnuous ventilation lane opentlnp w-0.31 eLl/0.31(aHl/0 2 EX)/0.65(old iol UnlrolN w,M,i.11 Cod•req.ir•N•Rta for unuaally tlpnt eonatnccln+ed NANUTAcxuraR s-C-Cast..sneer Title... rootiv aotlon net w fawn to•!then lot nIl.n.11y Inca...Infiltration REIW111S Agency.. orrpr,bid,for...hank,+Supply Ventilation adl"ate to.alnt•in the ou-PANG,NON-Hex-WITH 3PSCTRu1Y SELECTIVE Glwa re lDenCS.t,D..asur,pr•tl, tlNn-5 pncala r•latlV.to the..Ida WAL PANE,VINYL WITH SPECTRALLY SELECTIVE GLAM u-PACxOR-O.J7 IeRE H DOG) -aa6(TRENCH Dons) wkr•gs air prraanre Bairn otMr e0ntlnuou•ventil,tlon T,ns ogratlnp e,FACTORS=0.94(BL)/0.91(aN)/0.92(FX)/ease(PATIO) SES one... SEEC-0.31(SL)/0.31(8H)/0.32(F%)10.9fi(PATIO) SFF MAMIFACNRCR99PSCQICATIOH SIFT REWRK9 SEE M4IUFACTURER'9 SPECIFICATION MEET .------ Signed.. OUI PANE,VINYL WITH SPECTRALLY SELECTIVE GLASS RIAL PARE,NON-METAL WITH SPECTRALLY SELECTIVE GLASS (date) U-FACTORS=0.34(OL)/0.94(8H)/0.92(F%)/0.3fi(PATIO) U-FACTOR-D.97(FIRE OR DOOR) SHGC-0.31(8L)/0.31(SN)/0.92(f%)/0.38(PATIO) SHOO•0.36(FRENCH DOOR) SEE MANUFACTURER'S SPECIFICATION MEET WE WISHUFACTURER'S SPECIFICATION SHEET DUAL PARE,NON-METAL WITH SPECTRALLY SELECTIVE GLASS C O 1"1 S O l T-24 U.FACTOR•0.37(FRENCH DOOR) SEE YANUFACTURER'SHSPECIFICATION SHEET 7407 Torn O'Shanter Drive, Suite 200 Sheet ELEVATION'C'TATEN As WORST CASE DUE TO GLAZING SCENARIO Stockton,CA 9521b-3370 Page [2091 474-e446 FAX[2091 474-0817 1 of 2 MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R PLAN 3 w Bed 7 & 8 PLAN 3 w/ Bed 8 P LAN 3 w/ Bed 7 P LAN 3 m �:° �:"'e"'i-""'"•mwlp°AAt..A.mins,In �an.._.Anus.,nIn. ppsaina.NO a. .Nrvayro C e H..r)may M.u"neded Ny=aMMeret co 1'we,wubem s baled en..CMlby s..11 of c0 A.�....ce.Wren l--AAI ll.t i•Yc.-p "nlo Un'.mN documanro.IRA YaMva noted inud Ad comN.nd.y NI guile.a. X cinc.liam br ill mmNabry meuun>.Mint wow .erMnln lh.Owumwt. minimum wmwmm pedar w toy en this Mckaa wl N N YPLIANCE:RESIDENTIPL Pap•1 G-iR CERTIFICATE OF COMPLIANCE:RESYDENTIAL Page 1 GF-tR CERTIFICATE OF COMPLIANCE:RESIDEm1AL Pape 1 CF- CERTIFICATE OF COMPLIANCE:RESIDENT It__ Fepe/ CF-1R : honk w YitlN.pdiceblr boxes who cwpYbe er eN.r WAit ml.pgmabls. CERTIFICATE OF CO .... ____ ________ _____ ____ .=P========P......=v========o=___.._______====Poo...==________ =-===v.......•...•....==__=== =P.......=======o ___ ______='WILLOW9v_o__==_vo=Po..=.==Oau..04/22/09 09�62�20 ....v..o-oP==v-...v..v==Pttt.rP =_.Pv_.___-___=ooP.rt.av__-_==otttvt=____ .a..=.._ ==....= - ....-�_=====oo.rt..-==__.. Plot.... ==.P = ___ _ _ Prej.ct TStU..........THE WILLOWS Get..04/22/03 G9:52:95 Pr0]eOt Title..........THE WILLOWS Date,.04/22/03 09:52:28 Plot-Title..........THE WILLOWS D•te..04122I..08:52:29 Pr9j•c<Title..........THE OE9CRIPTION OEaIONER ENFORCEMENT ..................... Proj'.<Mtlrebb........PLAN 3 W/BED) ••••••• - Project Merest........PLAN 9 ••`•••• -_..-----..-..-....-- .....n End.la M..wnW ...•... Sell................. Project Mtlresn........PLAN 3 W/BED a ......• ...........-....""-- a:Minimum Nn9Cel. Mwkllw. X m aa� Pro]e0t Men•.........PLAN 3 W/BED)5 B 'v EL9IHOPE-C2 10 •v6.Ot` I I ELBINGE-CZ 10 •w.01• I I ELSINORE-CI 10 •v8.01` I ELSINORE-CZ 10 6.01• I I ... roeweat,tion Aut M1of...JOmI COOK ......• I B7-Winp Penh N I rocumentatlon Author...JOSH COO( ••••••• I Bu11dSM welt Y I 1S :lane Ml MUlNion maw/<turMe bbeNtl q-VNw. % Documentation Author...JOSH COOK ••••••• I Building F.nit Y I Documentation Author...JO&H COOK •"• j Builtl3np P:nit Y I Gon301 I I 74U)T..O'BM1anter Or 8<•200 I Pl,n Ch:ck/eats I 'ffSga:Minimum N-f3nllimwlbn in wan lamed wales wawMMMUF.clw in msl.IMme walls COn3o1 1 74011oTan C'8hentar Dr Ste 2W j Plan Cheak/mt.1 WaRol I 1 + :MlMnum q-13 raroed New imukwnl nhun ao°n, % 710)To.O'mlanter Dr Ste 200 Plan CMck/Deta I )40)tan O'SM1enter Or Bt.200 I Plan CMOk/Oete I Stockton,CA a5210 I I stod"On,G %210 I I+SOm:S.bedwlmwNiw-Anno-sons Atom lea.brtNn0.3W,vaernparbw.mMlMrN.m Stockton,CA 85210 I I STwktOn,CA 95210 I I 209.474-8446 I Flald Ch:ck/Oat°I A. m 209-4)4-9446 I FSald Ch•k/Oat.1 209 474.8446 1 Fteltl CM<k/eat.I 209-1)4.8446 I Fleltl ChB k/Dete nix W.n 20 linch v C -.._._..C.. j Citrate ion............10 ---- - '---""' 1fa.wul.tiw. IMd or lnN.11ae mwb lmulNM.M` eteM•Ma.IMk.bt .M bm. % � .. Cliteta Zone...........10 Ind. t.-17:Fem.rmbn Pndmb, `N Uwn..M wwnlionlExmbannc ... °'v Oilman i0n............10 ..................... C1iwaM Zone...........10 "' --- .... ComPlian.:N:thod......YICROPA98 5.01}or 2W1 Standard,0 En.rcw I.O.Id 5 c c YICROPA%v8.U1 for 2001 Stantl,rtl,0 .In.rowp,In.. Compliant.Method......YIGOPAS6 v6.01 for 2001 Standards by Enercwp,to<• rompllancA Main ad YICROPAS6 V8.01 1.1-I Standard.Dy En•r<wp, v Y P, Co.Pllence Wthoa..... Y ======== Ined 9a•rHwt __ _ _______=__=r...t==PASS===.=P oor.2001 Standar=....o=====___..-_____ _____________ =====e=.==e=......r.===_-____.......____..........===P=....... o======Pvo......=P=oo..t.......==:=P==o=o..t=====_:_____===vor 1.roan sM wiMwe MMew eeMNomd wd uMwl•IMkl wlin cMMed U Fa tor,den N9N am•°Y _____ Doll..=} _ °im au ° a. .=====v...........==v......=v==P........====oP........._..�......._:.__....... =_==r....=._________ YICROPAS6 w.01 File.PNiW9A Wth-CrZ1NS92 Propre.-FURY CF-1P 1 YIdVOPA38 v8.01 Fil•-PHiW3 Wth-CTZ1089I Propraw-FORM CF-1P I 2.F,,C:fl,.aodmb b.npl and-bbkNwl v w n YICROPa88 v8.01 File-PHTW9C Wth.GTZ1G8a2 Program-FORM CF-1R I I YICROPAW 16.01 File-PNiW3B Wtn-DTZ10992 Proprem-FOPN CF-1P 1 user/-athros User-Con8o1 Pun.PANDEE HOMES-PLAN 3 I O.Y ceMckm(SHo .MInt1"Nbn PANNcabn. I U.Int.MA0105 U..r: col Run.PAROEE HOMES-PLN 3■IBE07 IAs I USURY-MPo106 Uear-ron8o1 Pun-PAROEE lMNH:3-PENS W/BO]88 I V......BPOIOS..... .Lear.......... Run-......HOMES 3 W/BEOB 1 9Ekenor nw•IM onbnw.we.lMnk ed:aY 'meant.mMliom caumee.M.wNtl. % ..................................... .....-.......-................. ...........Tell. ...._............. ................................................................. ............ ........... ._....... ..-..Tell.. ........................ en ^`1 mall. in CNm.I Zeme 14 ant 18 ell WA O�'O GENERAL INFORMATION GENERAL INFdiMATIOH GENERAL INFORMATION GENERAL INFORMATION -IY Mton b.r"arkAlal eel cam I won t3l meets Camm4aw uses.bMaks. WA W u L. E ..and Gw SOe'karolaMnaFln ewe p'r Oa. LM- .............. 9 l) W Apr,}^ 1 , m w e .....- _Se 11.............I ................... T Conditioned Floor Arv..... 3779 sf roMliiOnetl Floor Area..... 3166 e} Cantlilioned Flwr Aroa..... Was of Building Ty Floor Area..... 32T0 et +aaCln d.Y m•lN I1 ..ware.Mn. Building Type.............. 83npla Family OetaChad Building TyD•.............. Binple Family rot•OMn Building Ty".............. Single Finally rotachM Building Type.............. Single Family Oetachaa C.ow.ke air intake with nmpxant c- O m m. Con•t...ti Tyq Nw N m Construction Type Not Construction Typ•......... Nine COnatruction Typ Net Fw a.mpx.-Au As Buileln9 Front Orlentatlon. Cardinal-N,E,S,W Building Front Orientation Clydl'.1-N,E,B,W Builtllnp Front Orlentatlon. Cartllnal-N,E,9,W Builein9 Front Orientation._Cardinal-N,E,S,w n C 2 w.2ma.u.a as bt,,an..Mesa. % NYmD:r oT Crailin Unit•... 1 N..bar o}positing Unit.... 1 Nwbar of Drilling Unit• -1 inidul In Web,wtdn..a PMmbb. m Mwwn. w T m wb,r°f Start... . ...1 2 Comm..... s a m es a NuppDar of Drilling Units... 1 W Number oT 9torle........... 2 N "' 1f0 1t3:HVAC w .N wax MNen..hrnae.M*M nN.nnwa b Hle XVYmr of Stones......,... IN 2 Nu.Mr oT 8tall............ 2 Floor Construction T slab On Grad. Floor Con.t ti Typq:N" Sleb On Olson 1 Nwtl .M deal bed.<mw.ba In twama.me wMh ABXR E BMACM a.AG % Flwr ronatrwtien Type.... 81.0 On er.d. Floor Construction Typ•.... Slap On Grant Glazing P•rcente Type 1)N of floor•r GI.xing P, i p N tB 1 N Df Ylptr a a on:.NbwkiM o IN w.Y ..W MN xNlw con g gE......... .losing Porc•nm 1B.p V or floor a q a........•• g: 0 1 Sieges:Pip..M bore b.w.Mn •N.m. Glazing Percent• 1T.2 V of floor• • g Oa�-•••••• ° Avert Glexln U-footor... 0.as Btu/hr-a.-F N av,n Glaxin U-fa tor... 0.34 at hr.•}.F re e or.. q ~ Av.roOi O1•xSrW U-.a<ter... 0.9s Btu/hr1. -:}-F AV•re..Glazing U-r..tore.. 0.3A Btu/hr-:r-F q• p gyr,p•O1 i"p SHOO{..... Gass* bed Medwtn w klrwlpy Fwbr Y•.lmn 0.5E mw1M wlam.ly wrapped wMh AY.ng.Glaring SHOO....... 0.92 t&arwe g..rmrnaa Aver•p•G1ax1n0 BHOC.....•• 0.89 AVM,w Olaxinp BHGC....... 0.93 A g eIling wipI.. L,V6 It Imuwbn mwnp.n mbRedtMm.l neWmv of Rnx or ywr.ele, N AV: C•ilinp Height..... 8.7 It AVerall Ceiling Height..... 8.7 ft Average telling Height. 9.6 It _ 3 Fn15tsapte-shost-on-.swbne,nanncm fi e.ym.,bw.t"m4.,g.N.O WILDINfd WELL INSULATION BUILDING SHELL INSULATION BUILDING WELL INSULATION v BUILDIId SHELL INBUGTION 1 B.ck.upl'N.k.al.my.tx,w4ne .leaks.aN,i .°thNwa t..ka n 12 W LDING WEE-.. -- ................. ""Ix3, ..- xbmN"...Honor W.I..-.-ln.shou. nnol oundar. ""' Component Frata Ca lty 8n thing T<1 M bly ..AI boon or evmeee pt"M kww.ted nlwYcuxM-ion hatsour.y.bm.. rowponent Frea• Go BMathiM Total A'.•tbly Cwwnent Frame Cvity 9h0athlnp Total Me..bly Coypn•nt Froe Cavity Bn*,[hinp Total A.eambly Typo Typ. R-veto. N value fl-v,lua U.actor Lwatton/Comment° Typ. Type Re value R-Yalu. R-veins U-...tor Lou tlon/cwY•nt. Ty" Typa R vales R-vales P-vales V-factor Lwation/Gommenta Type Typa valor 5 ... ...-.Tell. ..... ........ ....... . ......... ...... .. ......... .R-13 .... .....-....0....- .... ........... 11 P�� A 1 A 1 U f t tl /Comment° S ceaNW.yebm pidM b•eon 5a•F m.- .. -.• .-Yet. ----------- -------- ----- ... 'n/ R13 `..0 F twill- ..P beubsed-asnMNl Anrc*.,NWnat,d..brbnk % Wall Word R-13 R-n/a N-19 G.OBB Fron<wll Wall Wood A-13 A.W.n/ R-13 0.088 Front Nell Wall ■wd R-13 R-n/a R-13 0.088 Front Wall m).Wn.wa F.m W.op�d afg 'S AT 28Front Nall bent pNnum*nN.led uNed•N MUAedI Na ulnm:m atM t9ea CMC 8actlom In.Front Wall 2x8 Front Wall 2%8 Front Wall "' L:rt Wall t WJ1 w3,ads end Skndsm&3 dwb MwAled ' elled Ytal olR..3 eremb.ed wtlnyk Left Wall Latt Wall Left Nell ^•N'Y• 2x8 L,it Wall roll*wed;wC.OP.nnw.Mk be..aMra AxNw..N wdMrawtib.un aY.bm 2N6 Left Wall Nmwb he.ppl'.be neuwm...aW 1B1,UL I.A.o UL late tlmwic orb1 wed to see 2x8 La ft Wall 2x8 Lett Wall .N_ Bs<k W11 goes.} W.MI Mused.1.0d.n Back Nall wnnpa Mntl.wh lM wmw.Mnam..tc.M eNnermeeh or 1. p Back Well Back M•11 196 Back Wall cww'on.d er lam.ant team..1....Stem.I.bNr Boo Back Wall 196 B•ek Nall 135 Back Wali 225 Book Wall nYl'.•aMll rotM wad b.comwylM Y 225 Baak Wall 225 Book AN 11 m hb..n.11 not he-Mh cdh bxk mea.,edMNn-top..unant.mhlaws beed'n 226 Back Wa11 v RSpht Wall Plgh Wall ann- R1pht Wall comtnaMn won mwlC.M dnwMMs. 5 fl10nt Well W!3 W. Re33,WW'ffl-n/• R-13 D.C.Gang.Wall 2.aJaNW..U.euppanph...br.A_xAs.Mpkhx a rado-hatmet-sh.N.n.l. MI1 Wood N-18 A-n/a fl-19 O.w5 GOraga Wall wll .ad R-13 R-n/a A-13 O.OBS a0rap•Wall well Wood R-19 A-n/• R 19 0.085 Garaq•wll d 0I.` Woad R-0 R-0 R-0 0..0 Entry.or Ooae 11­1. Wootl qi:,D" R-y fl-0 0.930 Entry D°or NMrIMn n•Ne•MN mNN ewi baeNx Makls duat.Ml wlMwed br<amay np cant Mmd roar Maotl R-0 R-0 R-0 0.330 En<ry.or roar wotl R-0 R-0 A-0 0.930 Eniry Door pang.Odor dS garage Door Nr,BwMk,p waweM wpwn q.=1%,.bid n4wb.0uck AbN kwwkn.d-Pod wra9e roar Osrag.Door F r xt Nootl R-1 R-n/a N-19 O.w1 Above Garage F1wrEzt Hood R-19 R-n!a R-+3 0.081 AMve lbrapa Fl...Ext wood R 13 R-n/• R-13 G.061 AMv:Darape ,/ F1wrE t WotQ., P-19 N-n/a R-19 0 Oet Above Garepe petbm•amn mte..empnwed b<aw roeucwm.::.Ala kAbAl ant an.drab. 100E goof Wwd R-3G R-"I• A-90 0.031 FLt w/Atttd X Roof R-30 R-n/a R-SO 0.031 FIW w/Attie ass N.wdw.meaidml•ybma wdtMYwmDemma Nml"d e.w..e Mh<btn ewx Abeer Pa., rod A-30 R-n/a R-90 0.031 Flat w/Attio Root Wood R-90 R n/a R-30 0.091 Flat w/Attic , woT Woad A-19 A-n/a P-19 0.04T At Furna<e edMeindwtl.wa unle..eu.hl.m A,date Ncom.Own who me.lb•M dnwbahae. Roof Wwtl R-19 A-n/• fl-19 0.04)At Furnac• R00. Word P-1B N-"I• A-19 0.047 At FureacE Root Wootl A 19 Rn/• P-19 0.0/)At F w 91abEtlge Non• R-0 R-0 F2.0.T80 To Wteltle B1a0Edp. None A-0 R-0 F2.0.760 Te Goal Id SlabFdge None R-0 R-0 F2W.760 T 0 t ids 93eD�eq ywa None A-0 N-0 F2.0.780 To Wtaiea .ExmuN Nn.y.teme hen back enrt w.wMaM aamwn. SlabEtl9e Nona R-0 P-0 M•0.510 To Garage BlabfdBe None P-0 R-0 F2.0.610 To Oarag• 9labftlge None A-0 A-0 F2.0.510 TO Darape I } 93abEtlPe NOM P-0 P-0 F2.0.310 TO Geraga 5.Or.wy nm alM aY.rom.u,M�p coMabeed.pace Mn klmr.wameM or mdy wceee RAN, FENESTRATION FENESTRATION -,v a• a pl am iiie�„•a wm dement Ime,aiM lM1N eu.k.wulpM FENESTRATION .w'. fENEBTMTION y�reed" - d mt rmYTd tot bIbwi",Mundi-OP°.ed to ...........- .........--. ,� •••......-.- a1Mr br a rb p probcledoY aummum,aMal melN p•M.d Ann. - Over- WBf _ u M.. U- Ext:rlor igloo./ wWelk ,CNbx xn' bneW MDrdwktl ae onto wD.bted Tuba ewtlM in.'IN Area U. Ext:rlDr hang/ M•a U- Exterior hoop/ Orientation !vea U- Fztertor hang/ n 1 Orxestatlon g for BHGC Shadin Fxw Location/Comment. Orientation (.f) Factor SHGC Shah hg Fin° Loeati.NC-.nta (ar) Factor 8X9C Shadlnp Fin• L tio0ltomma tja * y (of) Fletor SHGC Wadi"9 FSw Location/Comment. _ Ilia Ind.p.Ha "d EI IuMWakm an.wmn,weNMrp p IRA lmclbm, Orl.ntatton (•f) Fan 0 ..... .................... ................. i _ ... 1.S,Nxn.Art Medri,YnA,name ............ .............. .......-. ........,. .......... ..,........ .... _ ".............................Tell. . ..-..... ,. - .... ....... And... ............................. ............. Will Front X W.0 0.320 Oa20 8tead,rtl Yes FI%EO/YINYL/89W2 Wind Front(N) 93.0 0.320 0.320 Stallard Vas FI%EO/VINYL/99012 Wind Front(N) 99.0 0.320 0.920 8t and.rd Yea F[%ED/I VtNYf ssGl2 _ Wind Front(N) 93.0 0.920 0 320 Stallard Yea FI%EO I VINYL I SSW2 m wa /t�T W n Front(N1 22.5 0.340 D.I Standard Yea 9LIOEfl/VINYL/53GLZ Wind Front(N) 22.5 0.9s0 0.910 Standard Yea SLIDER!VINYL/SSWi Nind Fefnt(E) 22.5 0.9Ad 0.310 at Y:+ SLIDER/VINYL I SSDLZ - Nlnd Front(N) 22.5 OS40 0.310 Standartl Yea SLIDER I VINYL/SSMZ 2 8yebm _ inp an - WAN.an 00 1 d (I Milk Left (E) /1.0 0.940 oIoO Starkird Non. IBM IPO/VINYL/WKNZ ..allesN>0 orppe MMeenw-ho hwlerbrrutme.exheallM. roar L,Tt (E) s0.0 0.87G 0.360 standard None SLIDE OR/NON YTL/99WG Door L.ii (E) 10.0 0.3M 0.380 StaMartl None FRNCH DR/NW YTL I SSOLG wind Left (E) 69.0 0.940 0.310 Btaneard None SNOL NNG/Vl1NYL/SSOL2 Wlnd Laft (E) 18.0 0.9aO 0.910 Standard Yea SLIDER/VINYL/MLZ ..Cenr br ewe°°.-.wwMoor apse. WSnd L:ft (E) I1.0 0.940 0.310 Standard None 9NGL HND/VINYL/930L2 Wind Left (E) 41.0 0.9.0 0.910 Standard Nane 9NOL Iwo/VINYL 195GLz Wind Left (E) 9B.D 0.340 0.910 9tandartl Yea BLIOFR/Y[NYj?/890LZ rm 940 0.3t0 Stallard Yea SLIDER/VINYL/SSGL2 MSnd Uft (E) 18.0 0.940 0.9f0 Stantlara Yes SLIDER/VINYL/95Wz Wind Uf[ (E) 13.5 0.920 0.920 S 0 d e FIXED I vINYL}i59GL2 WiM U}t (E) 22.6 0.920 0.320 9tantlartl Yea FIXED/VINYL 189WZ 9.Paa.Nom M.ekwtleml'NN.eM.ckcWx on um •-son. WA a� IT HIT LHt (F) 18.0 0. L(J MAIM Litt (E) 19.6 0.320 0.320 Btanear Y -FIXED/vino}798fiL2 Wind Lart (E) 22.6 0.920 0.920 StOMare None FIFO I VINYL 1 89W2 E+1r o..Ana nmAl Mnm..,ma nwtx.eon MebA xhow.Mle egal,Mp.pp emw MnM Wintl Left (E) 91.s 0.920 0.320 Stantlartl Yps FIXED/VINYL/39W2 Will Lart (E) 22.5 0.920 0.320 St•ndare Yes FIXED/VINYL I SSOZ °, wN wow wren R Do Back (S) 111.8 0.970 0.980 9<,ndare Yan' FRNGR OR/NON-YTLI 198fNL0 goal Back (s) 1".6 0.9'/0 0.360 Stand Yes FRNCH ON/NOW 198WG w M.Exn M:NwalnlwN cwkn• wwYh IM.150 Btua % Will Utt (E) 91.5 0.920 0.320 St:Martl Nona FI%EO/VINYL/890L2 Wind L.Tt (E) 22.6 0.920 0.320 standard Non* FIXED/VINYL/9SRYZ Wind Back (8) ...0 0.940 0.910 sund•nd New BLIOER/VINYL/88GLZ 11. :Cad RealmNeMl meet,wMed eAxi.. A A Door Back (S) tat.8 0.370 0.360 SlendaM yea FRNCH OR/NON-YTL/590L0 roar Bank (s) 111.E 0.3T0 0.960 9t•nd•nd Yet FPNCX DP/NONYTL 195GiG Nintl Back (8) BB.G 0.910 0.910 9unQafQ'No a SLIDER!v[xYl f'96fiII..Z 1, 0.940 0.910 St board None SLIDER/VINYL/99LNL2 Wind B:<k (8) 66:0 0.340 0.31.Standard None SLIDER/VINYL/35WZ Wind aack (9) 33.0 0.so o.320 Stoma Y•� FIXED/vt NYL y 9sGLkJ� WSM Back (8) 99.0 0.920 0.320 St ndard Yea FIXED/VINYL/83W2 LI nun MwwnW Nine Back (e) e..o .I Wind Book (8) 42.0 0.310 0.910 9t.ndare Yes .L.../YINYL/SSWZ 51 WIh)1,:-bo in.bM.....ANMIM YkN.MmeIWM.ANA,o Mk.n .wY tad lw.mM.n argnax Wind Beck (3) 99.0 0.920 0.320 Stendeetl Yea FI%EO/VINYL/980L2 Wine Back (8) 93.0 D.3g0 0.320 etoawa Yea FIXED/VINYL/-I Wind Bock (9) 12.0 0.340 0.910 SL d rd Y.nt. SNOL HND/VINYL(891312 .,-.."......A....1.....WoundA IMc 11.d OF A er kn°n.melt wew.IbN V) W ne MA<k 8 12.0 0.940 Oa1C Stallard IN. SHOL MO I VINYL/SSOLZ Mintl Back (8) /2.0 0.940 0.910 Standard Yet FIXE WIG/VINYL/S3GLZ WiMf Rl (W) 59.0 0.910 0.310 Standard N n1 ySNGL NNG/YIN L/990L7?_- Wind Rignt(M) 63.0 0.910 0.910 Bt:nd,rd Non0 SHOE NAG/VINYL I BBW21 cowl ml:I.n.Nr.nee le the kgwn X N 1 () pplIaktt Wind high (W) 10.0 0.920 O W Standard Yi, FIXED/VINYL/88W2 MAIM Right(W) 33.Q 0.940 0.3t0 Standard None 9NGL HNO/YINYL/99WZ NSM Right(M) 63.G 0.340 0.310 Stand,rd Max. S OL HNG/VINYL I S,OUZ W11wi P1pgR(w) 10.0 0 320 0.920 St d tl YAb t%EO I vINYL I"L2 glmry) N Nn..Mwarw I.wubmun n•n Ire re Mn am'.wN wNY<y al Wind Ripnt(W) f0.0 0.920 0.92G Standira Y*s FIXED I VINYL/88WZ Wind Night (N) f0.0 p.320 0.a20 St Word Yet FIXED/VINYL/SSGIS Wind Right(W) 25.5 0 SNO 0 310'atandard Yes L HND/VYNYE/89GL2°._ Wind Right(W) 26.6 0.310 0.31G 5[and•nd Yes BNOL IwD I VINYL/88WZ '°°"'eon calm et Ya.l em w re al, Wind Right(W) 26.5 0.9s0 0.3108tanderd Y:. BNGL Iwo/VINYL/88GLZ Wind Night(W) 25.5 8.3s0 0.910 Standard Yes BNGL RANG/VINYL/SSGLZ r � wWmMamNlagANx.Moned at ae xYmm.le lM nom°ram aa..MmelmeblhY nawromM 41 .'�" SLAB 9UPFAf(ES Y; BLAB SUflfACEB .Nwedin t .M Y..naeeceN wawwa wN •Nun..n IC mw.Mn can• % m BLAB WRFMEs $LAB SURFACES , ..-Tell (;f; ArEE Area slab TYw •) Slab Type RE IiVAC SIZIrIg(of.•ThB Wilbws" ..........__ .. u _ _ slab Type (of) slab Type pI e<nand site 6a2 Standard SIM, 1612 Master Plans 3 3 W/Bed 7,3 W1 Bed 8 8 3 W1 Bed 7 8 8 ...................... !I atana.re sloe tare Standard slab tare ,,,. " HwC BYsTRafs r HVAC 8 STEM Elsinore--Climate one ,^t,, XVM BY TENS WAC BY TEO n .- ...... W .......... __ _ Refrigerant rletea ACCA a•frigerant Toga accA Sizing calWlatlOns far the heating 8 codRng system is in accordance with Title 24.The(dloxing HVAC sfaing value9 are the result A.riperant Tested Acres R.frig•..ht Tested ANOA -„'. Epuiwen. Ytn. " on•rge and ro I,f W.t Duct Manual Tnendatat Equipment Mi"Iwo• Charge ant .at Due Not Manual ThIne.-t of s CEC approved performance program MICROPAS(v6.01).A w•orstrase orientation of each plan was utilized to generate These 'a Ed O Equipment wnlwum CljArps end rott Ouct Duot Manual Thw.oatat Equ1"ant Yinimw Cherpe ell Wot Duct Dwt roust Theroetat .„ Type Etfioieney A<HIoW LQcat9- R lea Leakage D Type Typ+ Effi<1:n<y AlrTlw Ew:tlon P-value Lakage 0 Typ veUBs. L KJ Ty ETliol*ncY Alrflw Locetxon R-value L.aka9a D TYw - is ..__...J' ......... ............... ...-.......................Tell................. -.. ... .....-- ryes Effiotenoy Atrrlw Lwation N-value L:akap• o iyw Furnace 8: AFUE n/• ATcio q-4.2 vas Yes 9eteeek Furn... ;.;.G AFUE n/a Attie R-4.2 Ye• wa seem.k NOTE ACTUAL EQUIPMENT SPECIFICATION TO BE DONE BY A LICENSED MECHANICAL CONTRACTOR OR ENGINEER. co ............................. ......................................... ........................ ........-...... IAy,,•,• red so r- Furna°. .....Ai ...n/a Attie R-4.P Yea ..: setba.k Furnac• O.B00 gFUE n/! Attie R-1.2 ris Yea 9atbwk A�v ACSPlit 10.a,BEER X° Attto R-1.2 Yet Y.• 111-1, AC9p11t 10.00 SEER N° Attic R-4.2 Yaa Y. Setback ty �ACspllt 10.00 BEER Na Attic N-4.2 Yee Yee wtbacM acsplft 10.00 SEER w Ali S< R-4.2 Yet Yes 9atlwbk �w .f d O1CT TESTING DETAILS DUCAT TESTING DETAILS HEATING -.................. DUCT TESTING DETAILS WCT TESTING DETAILS ------ ..... .., TEST_...... ..............•-- 1-1 Duct Measured Supply ge T wa urea Su ly Total Loatl ro.t w....Ad Supply Dwt WA:ursd Suw1Y : 6 Leakage Target Moo surfed.Area Leakage Tar t Nota9 F121lf p'aa Leakage Target Duct Sulfate AFee Look go Tarplt pu<t 8urfaoi Ares -MAN W1"'i Type ('Y fan CFM/CFY25) (T[2) Equi.... Type ('Y fen CFY/CF�1125) ..... 3 3270 5f East 54. 1 BiWhr r�I� Equipwent Typ• (Y Tan CFY/CFa251 (ft2) Equipment Type.---•• (%fin CFY/CFY28j.......If, rk. ur.a./ACSp t ----- 6•b/ ,..a .1. Furnace//&Split h I 19)9 I• ant .................................... .................... ......... .......... . _,'�%°K! Plan Floor Area Ode 59 LL ea ntat on „ 211y 3 {Y Furnac./ACsp11t 6M1/ 138.) n/• Furnace/Acapllt BN! 1.1.6 n/a ^.-� I. ESTIN6 DETA INFILTR 1011 TESTING DETAILS 3 W/Bed 7 3583 sf East 54,820 BlWhf - INfILYRATION TESTING DETAILS INFILTRATION TESTING DETAILS IN Do..TIOI---- -_o---- side-.or .Blare,Odor a ^- IN ILA..--.- STING DETAIL. INFILTRATI _---. _ •L B1 •r roar Telawr Door2Ls 3 W/Bed 8 3466 sf East 58,181 BtlNlhr } --•-• a Leakage Target Look".Airline N!! Bl'wer Mor Blower Ooor Blwar roar B1 poo I,• a• L kayo Target Leakage Ylntwuw � L Leaka9.Taepet Leakage Ylnln.m Ls k p T p t L k p " - N" (CFM.-IS"t (CFM50......... 3 W/Bed 7$8 3779 s( East 57,954 Btualr N1ni •'1 FY50/u) CFY50nl9LA) (GFwOn/SLA) (CFY50n/SLA) (CFASOh/8lA) -.iCFusDn/9Lq) 'r ....... ... ............ Inner 13.5 I /1.5 .........SLAT......MOOT...... .. ... +--\ i a •y USA/33.5 (1s0,/1.6 4 n .. WATEII HEATING SYSTE 1.5 91. 5 1981/1 R', p WATER NEATtN(i SYSTEM ` WATER HEATING SYSTEMS COOLING ^ r Im WATER XEATING BYST1. 1p' _ .1- -------------••--NuMar Tank External ...•.•....-.---.••••• 14./3.5 1484 °j NO -....-•• Nwmr To External ..................... ---- in Energy St.. Insulation d0) in Tank External -1-1 Number T k, }•roll c, In Enrrgy six. ImVI.tlen Latent Load Total Load As ay n Energy Tana Inaul•tlon a ° Sn En.rpy 91x," In.ulat ton .: Tank Type, water Typ. 01str1Mtion Type By- Fa.tor (pal) R:Valu, T.nk Tyw Heater Typa DS.trlMtlon Type 8yat:m Factor ..... R-V:lu* 8 Btu! 47,447 BtuRlr {MY ,' T.nk Type N t T" D1 t Sbutf TAD• Syat•m F,otor 1 .'...'....-.'......... ............... lank Type N'.tar Typa OSatrlMtion Tyw Byaten Factor (gal) R-value y lW) N d Storage Goa 8ta.dard 1 0 80 50 A.N. storage aa. et•"aarn 1 oleo 50 N-n/a Plan 39,539 BtWhrd 7,90 hr ....... ..........................................................Tell. .......... .r ......... .... .. .standard. •-I••..0.50 SD a nI .... .... Tell ... L ..Tell ...-.... Stora9. a., Standard 1 0.60 tb R-n/a ^iy� Storage Ga _;yid•' SPECIAL FEATURES AND MODELING ASSLUPTiOMB BPECIgI FEATURES AND MODELING a88UMPTION3 3 W/Bed 7 40,233 BtUR,f 8,047 Blu/hf 48,279 Blufnr "� :_ 3 mW. ....... ... .... SPECIAL FEATURES two YOOELINO ASWYPTIONB Irruu'F ';, }: SPECIAL FEATURES MD YODELING ASBUMPT[ONS W ... be<tlon should b•ao0umant.a on tM plena,••• It in Shia e•ct1<n}mold M eocumMt•tl an Tni ylanf,• •N ••. ili ,b,, " :_ .... -- -... - ,a [tees•In tLia installaa to manure<tw•r And cEG t lflaatidnf,ant ••• 3 W/BedB 41,fi60 BtuNTr 8,332 8tu/Tlr 49,992 8tuRlr Ifl •Itesb!n tnU:wtlon•nould be OoeumeatM on the plane, 2 'r •It a in tale t1 h ld D d um°"ted th pl I in.t°Ilea o unutectunr end CFC+p.<1}LOOtion•,antl v w° Y/ •lnntellM to manv}acturor and CEC eD•elfleataona,one y •lnbtellM to eanufaoturer ark CEC apwlTle tl s one�� • veriflM during plan en.<k antl tie la in•"atio". •ruled dgnng plan<neck ant fiat:IMwDtit'. n M 111 •• V•rifini during plan°heck antl Tlald inspv<t ion. ••• �y� { .;.kub 5 •- Ns Y*rifl.d during plan 4h!ck And t1.la Snspe t1 . ••• q 3 W/Bed 7 8 8 42,361 Btu/hr 8,470 Btu/hr 50,821 Bluhv L-/ YI ••• 2P"$.1 a. •• Tni°1••wUII1,Ia°riMtatl°n entitling with no orientation reatrlctlos.. Tni+1f a oultfpls°Tint}'ti1nt Dulteln9 wl<n n orlantati°n roatrlotl°a TM1ia 1s•.u1tlDls or1*ntetion MS1a1n0 wltn no Drlenutlon natrl<tlonn. Thl 1•a wultipl.orient[1 M1Ilgin0 wltn M orlint tl rafFri°t1°ns. Tni•printout Is Tor tn:Trent T:oirW earth. This printw<is for th*rrbnt fealny Nortn. rf1 Tni:petn[out i.for tee Treat Teeing wren. 1u'�} TWi.,grinto,t is Tor the front Toting:Mal _ _w ieY'' This bVllalnp in<°rp0rao Tested WCI Leakage. y Nate:AC equipment sensible output atwu(d meet the aensiple load. Yx M .:R_ • Tnia Mtldin In...,rate,Testae War Leakage. Nate:The Healing 8 Coding loads refleIX the installatim of energy e(fiUent windows with spectrally selective glass. nLn,� �I1 Tnia MS101ng lneorporat•:Tested Ouct Leakage. Y This Miltllnp lncorwraf•s T•btM Duct C k q d�.Jv' This bulLtltn9 lnwrwratat tlu<t tleslpn uainq ACCA wnual D. TDL Mildlnp lxor"rates duct a*t Sqn uelnp ACCA wnull D. W N "' - sumlttal. Th•e..lgn,layout m ca lcul,tlonf rat M Sn.l.d.E In Tni:retlllafn:Iworin-t•:au<t design using aCG YInuil D. ty k' This Miring 1n°orp° t.,dwt drip"wiry AWA Manual D. red.a•.1pn,layout and ealeulation.wget m SntluaM In ! 'tml°bat• COMPLIANCE STATEMENT [ TM deelgn,layout and oel.ulatlon.oust m 1M1utlM!n.umit[Yl. :,yly,.,'p TM tl•alpn�1,youY and CO3eulet lone must m inclutl•tl Sn aNmin,l. one wru1M field yMin•a by a<erurl.e HERS Ater. and y*ntiM vela wrulea M•wrtiflM HERS rater. _- _--• '11 Ana yenna iw`la y.rlrlea by a certltlAd HERS rater. This Wilding m..r"ra AN Tested Infiltration. w neDwa Tn:NHw.wdwg'f Manual to:tT1"oNledenfiltrattion. 0o has to o"rate the wlntlws This certlf icate of compliance lists the building features and performance LY (� A vntaln f loco.enn•etu<M<mnuretion".racer This bullafnp d<orwratea Toted tnTlltrat tool red•wmewner.Manuel.u:t fddude i.-obtlon.on nor to Dwr.t.me 1 a .nib MS g w m Ma/or.*<n.nld.1 Y•ntuetiD"nD'.noes adagV.L y.nulumn.m addition, ,liar leak-ic:l Y•ntilation to a'hte,a wwo,u Ventilation.1,+Centro, spec iT lcetlons needed to caWlply with Tttle 24, Parts 1 end 6 of the TM Xn•wn•r'f Y•null toot lnelues lestructionA on has,to operate the Wind-. .,,,.,,,n.: Tn•Hnevxnar'A YAn"1 must include 1n•trwtlMs on hw to operate tM wbkowa this Mu'.Ss ,an blud Tar hl,!n I!led oomewtlon appliance+ Lola noose L prohibited for he tee a"buation a llencea end or ea<n.nleu Ve"uAbuDn 10 a<nt•y.aa.gYa.vennlauDn.In aeaulon, ,,;...y. ant/or we.nantna."vynulauD"to a<m.y.,aequa[a,.nil in aaaltiw, p a lW VB" iO California Code of Regulations, and the administrative regulations to for n,y1 yea...CnbIN'nu . tiM<•. and/,...ib preh161tetl Tor n1.Ito Vanua eneuatiw avvu.n..a pcn.r than cooking appu:"<..,rernp.ntoro eae apicall amtn.a eryera otnar than cooking awllances,rarrlg.raurs end dDmsu..lem.A dryers im lament them. This certificate has been signed by the individual with Th1•nques 3A prohibitedro ep § o<ner roan eookin rem tor.and aow.tle lom•e aryn coat u:e indoor air Tor ewbu•it,,Inside.Doan}°n.a awl the use indoor air tar<omeuauon inalda canal}tone.arc.. P o[ner InM eookl"q.m{ttot..,rernwratoro Ana areal.<lotn•s aryl.. {� p appuaneea, per+ LMt Vea 1ntl0or air for'wbwuon aid..oneiti...a•p-.. 1. , that use indoor1 to cm ,tion inside.-Vi .a.Pa... overall design responsibility. When this certificate of compliance is a !I HERS REWIRED VERIFICATION XEA9 REQUIRED VERIFICATION submitted for a single building plan to be built in multiple orientations, uNIEn$REWIRED VERIFICATION '---'-' ----- .......................... •..............••• xERs REWIRED VERIFICATION "" ,"1 ... •••lure in tots o<uan e.gylre fit Id •na/er ••• any shading feature that is varied is indicated in the Special Features 1T11 ........................ ••• '14, - C _........-•----------•-•-_ •••tuea in this eaction requir.fie•her;, c'ag and I*r VMif1<ation D a mortified hone an rat:.undo ,Y •••It...is this'..Lion reW1r.Ti•ld}citing _1111--a • •••IbmA `tole esctlon rpulro ti:ltl b:[Lrp•na/or ••• -verifi°etlon by•'ertiriae honey ter ear ... y NrgyprwitlM using Modeling Assumptions section. •••yerSTlcetlon Dy•certlf led home energy reurN'nld,�cer ••` ' ?••VArlrloitiw eye oeurtae none energy r•t*r under ••• •••the Au"rvi:lDn of a CECepprovee HERS provider using ••• LM auwrviAlon e}•CEC-,wrwed HERB '• (on q L •• u islon f CEC•Oprw:tl XERB wrote:.u•Sn •••CEC,ppr...d testing and/or-ideation.:thcda end ••• `CEC,pproed,,*tine ant/ar Vw1T1<ation'.thod...nd •••tM au"rvle3on o1•CEC-!"rovetl HERS pr°Vid.r using .•: '•_tM " o ••` •cbc.Doroyea<:ai"q+nd/or vlrltle,tion mathoae.and p DESIGNER or OWNER DOCUMENTATION AUTHOR A.CEC pp v.d testlnp one/or V•r1T1<ltlon star undentl •••mutt be roportM on the CF 6P inatelletlon certlf State. •`.oat m r.wrt:d on the CF BR installation cMtiTloau. .. •.. •• -BR Snetallation c.rtl}lceta.` look." •••nu•t b•replied on w.Ci-6A Installation certlf bete.• ,�N+a••tust m rewrtM on the OF- This building Lneor t:t T::ua Ouot LeakageTarget CFY leakageThis building in<orporau•Tested Duet Leakage.Target C.AIL w jVi This building in-pair.ts•THtM Wct Leakage.Target Chat leskapa 4.t N A title Mlltllnp lncorpOrat•s Tested Duct Leakage.Target CFY leakage values m.aour"at 25rpat..1.:ro town In DUCT TESTING DETAILS..Y. value:m: urM at 26 p•cola a e town In d1CT TE8TIM3 OETAIL9 above Name.... Name.... JOSH COOK t eboal,a enwn Sn WCT tE9TING DETAILS above values m urad*t 25 paecaln aro sown in DUCT TE8TIN0 DETAILS abw0 say b,..lculat:d,:a°cumMt,d on tM CF-8R.I.tM m,surad CFY or toy macelcuLtM eh awue•nud on the CF 6R.IT tM mesauroa CFY Company. PARDEE HOMES Company. ConSol values•A u M! D q f ING.e urod CFY .'t' �" eay Ds<alculatsa as tlooumenud en tM CF. It the• uroe CM i••Mon<M t•rpet,th:n co eatlw Aotion meat m tAk,n to.Mode Sa above<h.t pan,th:n Co r:c<1'a action moat m taken to nand, Or way m<al°ul:t•d,e wewestoo on tn.cF 6.1 d B° the tluct leakage and than must m n•etM.Alternetivly,<ns the art lsakap a roan lust M uata0.AL'. IV tM Address. 10880 Wilshire Blvd Y1900 Address. 7407 Tam O'Shanter Dr Ste 200 I. apeslet, the t:rwt,tMn eorre<tive action rust be taken[a rotluce 1..Dove the target,tn•n a netivA,etion must m taken toredu<. t lien°•ealeul,uona eoula e:.•acne wlthaut duct t*atllW,a ue awe lsakap•and tnM lust M ntesu0.Altern,tively,tM the duet!e:wg:and toe".eat u IN'Anill.AlI 1.1:tlyely,me <wDli.nC•raac""i"'Dula"anon•wi"ut art"N'i..•... °°mD a Los Angeles, CA 90024 Stockton, CA 95210 Banc.C.I...:,lona could m radon.without duet t:etllp. I}duct•a not 3"atalletl,Then HERS wnTl"Lion St not ABC try If duet.ar not Snatalled,tn..HERS-ifidation la not Mde..IF .ompn.nte omlaeu"+wVla M..done witnout.gat Matlltp. ° comp Phone... (310) 475-3525 Phone... 209 74-8446 IT tlucta are not installed,Loin HERS writ l.atien Sa not necessary 'T Sr duc<N era not installed,than HERS verSticatl°n S.not n...•...I HERS REWIRED VERIFICATION HE REWIRED VERIFICATION License. HEAS REWIRED VERIFICATION HERS REWIRED VERIFICATION -------------------------- Tar Tested Not Leakage. .....................Tell. 111 .......................... for Tested Wet LeakaOe. Tor T..ue Ouat Leakage. *or Tested Out<Leakage. Signed.. Signed.. This building inc.rp°rates duct a.ign..tag ACCA wnwl D. Tm•wading 1"'"a"...Suet aeslpn uainp ACCA uoVal D. (date) (date) Tni•building Snaorwrotea tluot design..in,MCA Manual D. This building SMorwrat•a duct d•bl�using ACCA Manual 0. The daalgn,layout ant 1.OUlatio'.rat M SMlnd.d In sumittal. TM tlealgn,layout ant<alculatlon:must m Snclnd*0 1n auwlttal. Tha design,l:ywt.no calculation+..at M 1nC1Med In aumittal. The design,layout ant caI..l.tions at m IMluesd in aumlttal. Tni.muCing i..orwr-,Tested I.ti litic0.Target and la0imum CFu This Wilding ineorporabs Tested In.11tratlon.Target ell YSnLu.CFM ENFORCEMENT AGENCY Th1:building LMorp-on,Tested IMiltr•t1on.Tarp.[antl Minimum CFY Tn1,Milting ineorp°r,t.s Tsitad InTlltntion.Target ark Yinimw OF Y a V.lwe:• u M.t 50 P....1.w Shown in INFILTRATION TESTING OETAi LS above. Value.es rM at SO".cols e e an wn in INFILTRATION TESTING DETAILS amva. vela•*.• urad of 60 pwcalA AT.enwn in INFILTRATION TEg. STING DETAILS above. values• aurM at 50"ecala••enwn in 1NFILTRATIW TESTING pETA[LS abov Sr th met our CF"" Is,Dove the target,tnen c art* CFO Action I1 tM}assured CFO h I.abowrtn.tell then<o r...I-action IT tn,m• urM CFYSOn 1>aDwotMIp target,then c resJID action IT the• cured CFYaOh la abov.rtM target,tMn co reativB cation Suet M fawn t0..dues the Inliltrati0n and rM1an ro<est.Alnr"atively, moat m taken to Wawa Ins Sn}Slteation ant than Meat.Altarn,tively, Name•... moat M Lakin to.Mode the 1n1114ration Ma tn•n retaat.Alternativaly, must M taken to.sauce tn•in}lltration antl tn•n retest.Alt•rntively, the enpllMw calCulatlons Druid he r•aona without int iltratlon teatinp, the Cwplianw c=01.tlon•could qe.Won•witnout infiltration taat3nI the ewOlianw colculatlona could m rearm without!"filtration t•etin0• the ewplianca ealcuLtions could m re0one witnout SnTlltr•t ion tAetinp. tT the meaeurM GFYbOn i.Mlw tM tlnimum,,ran[n•Ouiltllny oust meet Ir the mea.urM CfM50n S.mlw tM minlwus tni"the policing root.::t Title i.the}..sane CFYSOn is mlw the.inter,than the Du11tl1n0 must west IT tna mpaaund CFY50h Ss Mlw<hs.Snlmw,tMn the building moat meat Uniron wcnanic,l CM•requlresente for unueally tipnt conatrucrlon and Unifor.Mechanical COe•roWSrimBnta Tor unueally tight eonatruc<Son one Agency.. Unl}on wohanScal Coda nWln'.nta for wu+ally tipM construct ton antl Uniton Yscnaniul Code reWlr*eant:for u neatly tight o".traction•na Active•ctlon moat m taken to either int•ntlonallL lncraaae iitlitr,t Son roctiva aotlon Anal m taken to•StMr inteationaily 1n<naae infiltration n<TSv:action.net M taken to.itch'.fnt•ntlon:!!y Sncr•Aae 1nfi1<retion :.tiv.action wuat m taken to:StMr tnt•ntienally Sncr...:ihliltratf.n orrproyitl.Tor nachanlcal Supply vantilatlon Maquata o maintain the Orrprwiea Tor w,ohealcal supply vantllatiithis aa:go„*to wAl"taln the orrprovlea}or escnenl.11 auDDly vntiLtlon adequate to MSntaln the orrprovl0e for..cnanioal.apply vntllatlon atl.quate to maintain the Iin ....At A w•..ure greater than-S w+cola r:l,tly to tn:outaitla aVSStlance At a pnabure gr..t:r than-5 D.sVent ration f to the atinttl* Phone... retitlw'.et a prsneun greater than-6 puo,le rel.tive to the ouuia• rosl0ene.!t.pr•esure pr..t•r into-5 p,acals nlativ.to tM Outaia crags air presauro wltn other Mont Snuoua wntilatlon vane o"ratlnp •rep•air preaaun with o<M1ar contlnu0ua ventilation Tana Operating renege air pressure witty Other....I.... ventilation Tana owratinp AV:r•pe•1r preaaur.with other continuous ventll•tion tans owr•ting REMARKS Signed.. PEMAAKS REMARKS REMARKS ""'-, - (date) _ DUAL PANE,VINYL WITH SPECTRALLY SELECTIVE GLASS WK PANE,VINYL WITH SPECTRALLY SELECTIVE GLASS WAL PANE,VINYL WITH SPECTRALLY GEL......D IVE W/53 DUAL PANE,VINYL WITH SPECTRALLY SELECTIVE DUBS U-FACPA` 0.91(8L)10.9A(W)l O.YY(Fit)/0.98(PATIO) U FACTORS•0.34(SL)/0.34(9H)/0.32(FX)/0.36(PATIO) U-FACTORS•0.94(SL)/0.90(9H)10.32(F%)/0.98(PATIO) V-FACTORS-0.31(SL)/gels(SON)/0.92(FX)/0.36(PATIO) BHOC•0.9+ (8L)/0.31(8H)/0.92(F%)/0.35(PATIO) 9HW=0.91(St.)/0.31(SH)/0.32(F%)/0.35(DAiIO) .qH(O v 0.31 (SL)/0.31(W)I O-W(F%)/...(PATIO) BHOC 0.31(9L)10.31 (9H)/0.92(F%)/0.95(PATIO) SEE YANUFACTUREP'8 SPECIFICATION SHEET SEE MANUFMTURER'9 SPECIFICATION SHEET O /�O' T-24 SEE NNYUFACTURER'S SPECIFICATION SHEET SEE IMNUFACTURER'S SPECIFICATION SHEET WAL PANE,NOX METAL WITH 9FECTRALLY SELECTIVE GLASS DUAL PANE,NON-METAL.WITH SPECTRALLY SELECTIVE Masa V1 MAL PANE,NON-METAL WITH SPECTRALLY SELECTIVE GLASS DUAL PANE,NONMETAL WITH SPECTRALLY SELECTIVE GLASS U.WFACTOA•0.97(FRENCH OOOi) U-FFMTOI=0.97(FRENCH WOR) Sheet U-FACTOR 0.9)(FRENCH DOOR) U-FACTOR 0.3T(FRENCH OWN) SHGC 0.38(FRENCH DOOR) 9N73C•0.96(FRENCX 11t10R) 7407 Tam O'Shanter Drive,Suite 200 SNGC=0.96(FRENCH DOG) SHGC•0.36(FRENCH DOOR) SEE MANUFACTURER'S SPECIFICATION SHEET SEE MANUFACTURER'S SPECIFICATION SHEET SEE MANUFACTURER'S 8P CIFICATION SHEET SEE MANUFACTURER'S SPECIFICATION SHEET ELEVAiiW'C'TAKEN AS WORST CASE DUE TO GLAZING SCENARIO ELEVATION'C•TAKEN AS WORST CASE DUE TO GLAZING SCENARIO Stockton, CA 9521 0-3370 Page - ELEVATION•C'TN(EN A9 WORST CASE WE TO GAZING SCENARIO ELEVATION•C'TAKEN AS WORST CASE WE TO GLAZING SCENARIO THESE CALCULATIONS INCLUDE THE BEDIWY 7 OPTION [2091 474-8446 FAX[2091 474-081 7 2 of 2 THESE CALCULATIONS INCLUDE THE 9EDR0011 7 5 8 OPTION THESE CALCULATIONS INCLUDE THE BEDROOM 8 OPTION NOTES u r s e -u ew• s�4 � a,\ o '%/• INDICATES DROP IN SLAB('£ DETAIU '5 j W STEEL AND ADDITIONAL EXPION ANSIVE SOIL REQUIR@I-CENTS Am'!THE SOILS 4444 U A/C PAO W 4 LOCAnoN 4 I CONE.STOOP n STOOP I AT OPT.VMS. I REFER TO STRUCTURAL w ENGINEERING DRAWINGS a 4 10 AT OPT. FOR INFORMATION NOT O SHOWN HERE 4444 4444444 I 0 � d - �FOR HARDSGAPE INFORMATION REFER TO • LANDSCAPE PLANS ®d®4 4 4 4 4 4 4 4 ]email• 2"' 16�4' QI,OF V4"TE PROVIDE CONDUIT UNDER AT YlATBI GLOYT SLAB FOR ISLAND COUNTER { w w.TRIGAL � U G Y 00 CLOSET O O F7 0 NV I � w 1 I U 0 E+ 8 1 --- 0 O � W tt I I -= �• ¢ o GONTAI CL o U 1 1 SPACE ---1 U E- _ r Q rn LL x z r Z~ c FI o U I I 9T <1 z F .� Ri 0 n n //�• WW u T • . 2%-0 4• 77 z o �-3 19'-10• rn ' S O � m OcnA` W ~N E a O o '<M mar, o w� `'� W J Gr M U LJJ Z O Zo . � 00 O J AALK co 04 Q 2%O• e'-4• 4 9' e'-4' 1•-li• m SEE ADDBVDA FOR PLAN C SOb• GNANSE PER PIGVATION. SLAB INTERFACE PLAN A t B co W SCALE V1"-I'-0` INC� s z r W o � NOTES O � Ig '�// INDICATES DROP IN SLAB(SM DETAIL) VERIFY MINIMUM FOUNDATION DIEFTH,YUDTH,REINFORGIN& STEEL AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS WITH THE SOILS REPORT. L� F REFER TO 5TRUGTURAL a ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN HERE 4444 4444444 a� FOR HARD5GAFE INFORMATION REFER TO 6 LAND5GAFE FLANS ®4 4 4 4 4 4 4 4 4 6 c� ' CTRASH 6 CONTAAIN /1��•-�� 'v 9PALE Ua CON Lli FROVIDG TOG PT`.FOR l ] \ Q C7 MASONRY VGNGLR TTP. T7 W p O RN a a U Q r 0 p W a � 0 Z C'w Cowl. Q F L Zk' pa Z co s .r-o• r ro• I �m � o x � < a 21' 130�0• z 0 RrP'M TO BASIC PLAN FOR NOTES,DIMENSIONS,AND SLAB INTERFACE ADDENDUM IM AT,QN NOT S//OYW C SCALE:v-Y-O- z 0 o w o ~� E ) a O N�N Ji> �w S M c w U) m o Re � G m O 1— o= � W n �3U N W V W o � FLOOR PLAN NOTES '°'-0• ieAmroa I.39•CLEAR REFRIbERATOR SPACE.PLUMB FOR WATER SUPPLY. 17'-0• 65.4' q'-2• I6'-10' VERIFY WIDTH AND DEPTH IF BUILT-IN REPRIGERATOR. e 2.PANTRY.SEE AND ELEVATIONS. - E. 4'-0' 4'-0' •}b' 412 6'-4' 2'-10' O-' S'ro' S,-O• 9,-•1• 3.30•SLIDE-IN RANGE- OUT GOF6INATION W/BUILT-IN HOOD, W LIGHT f FAN(VENT TO OUTSIDE AIW. 4.36"GOOKTOP W/METAL HOOD YV/LIGHT 4 FAN \ O --- � (VENT TO avrslDE AIR). U - - r 5.36•GOOKTOP W DOY'RmRAFT FAN VENT TO OUTSIDE AIR). a a a a / V •i.-- I.5 1.5 6. 50"CN'ENT OOKOViSIR>-IN)YV 30'BUILT-I VV METAL HODE OP YV LI(BELO/•UPµ z 7.XX-DOUBLE OVEN. W 42•X42" - - 1'.BUILT-IN MICROWAVE. OPT. OFT. J 9.OPTIONAL TRASH COMPACTOR R. -- ---- --- -- - ------- --- ----- I1.s'-O"T1B/'5HOPER Pv WATER RESISTANT WAINSCOT TO 12" a• ' C AL1M•I aLK _ W/I FI P , I O.OPTIONAL RECYCLE BIN. 1 4056 FL. 4C.6 frEN,PJ --- - 4050 eL.Ta1P) 5056 Fb. - 6056 SL. 7096 F8. „/ABOVE DRAIN U.N.O.PROVIDE SHOWER CURTAIN ROD U.N.O. A 1 C m+ s,P 12 HOT MOPLaN(D"M PAN.SEE PLAN FOR SIZE.TILE TO 72- . , DWA-- 1 ( ABOVE IN U.N.O. //� @ y 13..HAND BUILT TILE SHOWER N SEE PLAIN FOR SIZE,TILE TO 72' C3 Y m I J p• J II _ 15 I4 \ LI H 14.6X 42.OVAL ALN O TUB W/CERAMIC TILE VWNSGOT.PROVIDE SI• I U R s r�y}'I MOTOR AGGE59 PANEL AT OPTIONAL SPA/HYDROMA E! 2'-4• a I I /� 14 a'I• :/ t �(I BATHTUBS.VERIFY SIZE AND LOCATION OF ACCESS PAF✓EL. / /•-� /1 I S.SHATTERPROOF OLA655 SHOWER ENGLO5URE. II II I 6.SHOWER SEAT.SEE PLAN FOR HEIGHT. e r oil \ + I LIVING > 2460 o- MASTER I Ia.N�ALLLIYY SPACED SHELVES. A + "q I aI G8 ! t (OK BATH O BEDROOM I _ I9.FAU-$'VENT TO OUTSIDE AIR d�III ° 1 (� 9'-I" .4, 1 -� 21.PROVIDE A 16"HIGH AD.PLATFORM FOR WAN opt F.A.U.PROVIDE k G k b f - TO OUTSIDE AIR. S6 I WALK I I DUCT AS"ilOva TOP AND PLIN ASSRR5QV 'OR RETURN rAD.ONLY.Ole m 0 0 m V 'Q I 4 1.CLA IF FAJJ.AND WIN ARE SIDE BY SIDE PROVIDE A'T"PLU BINS V `f FITTING AT F.S.AND A COMBO.B'\ADr CONNECTION FOR DEL. i1 C iO USE OF EOUIPMENT.(VERIFY) -I_,_ o 266E ( i1 LI 22.I4•X I8•6.1.5GREB•ED 4 LOWERED COMBUSTION AIR VENT. \ 5'-10' 2�4' S'-0• 3O• S'-10" AL,s s r. = 4D D'-I• 23.9"DIA.BUMPER PIPE 96'HIGH/W MIN.IZ"EMBEDMENT. I I 24.TEMPERATURE m PRESSURE RELIEF VALVE. y Q h 25.14•X 6"bARA6E EXHAUST VENT,SGRF_B,ED AND LOUVERED. R I n S'-lo' 2�S• 10-q• I 26.DRYER VENT(MAX. 5043LEN6n+INGLUDIN45(�90 DEbREE U 27.PROVIDE WATER t WASTE FOR WASHER 9'-I"CAL& t I 28.bA9 DRYERS I}LmiTALLED IN A bARA6E NAJ6T BE ELEVAn'.D 90 THAT PILOTS SWITCHES,BURNERS AND HEATNb ELEMENTS ARE m I A MINIMUM O�ID'ABOVE TIE FLOOR LEVEL, m C) I �- OPT. --II Imo;,,• DINING n I so.2�9 p��T. PAN W/DRAIN BENEATH WASHER. G GW OPT. FIREPLACE / MEDIA I � � ry �'� ;w 1 31 .PONK WALL.SEE PLAN FOR HEIGHT. scALE v,"=r-o• cH i- Q / a 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMINS PLANS, AT OPT. �^��1' q'-I'CAb. AT L 1 V I N6 f I TE DROP MOM ABOVE. DEL,O,2N L-1 I o \r e I I p a I 94.22 XBINS 90 A,TTIG ACCESS PANEL PER G B G.ISdS.I. _ //���,-� Q "\ BEDROOM 2 35.F.A.U.IN ATTIC.PROVIDE 90•X 30•ATTIC ACCESS PANEL. 7 I a 6 ICI �CH>*N II n 7 \ N ry D'-I'Q II q 9'-1"Co I 4 (OR I'm G.M.G.9o8). PROVIDE FUEL&5,LI&W AND SWITCH. R I / I� 49 7H _ 36.METAL FIREPLACE.SEE MANIFAGTJRE-5 SPEGIFIGATIONS FOR Qp i q S 10 A-0. p-0• \ V 63 - I I RAISED IDE F. .A D KEY. SEE PLAN�F�ORMBHOX SIZE. p - 4•- ----- -- } 37.ANDLTERMINAn�GIU REMBJTSPROVIDE)APPROVED MZ 22'.6.(VERIFY 5-VENT OR y Ty �QjH>pI T �P9 A n ---------- 7 WZ ` 1. I 39.Sb ELr:r5KY T CAL SERVICE PANEL.(SEE UTILITY PLAN). pp 9 0 266D I f I-� 4W. 0.36'HIGH SUARDRAIL PER CD.C.509. F ° I I •`I h 2 10 ,SI Q\- Ir GOATS= O ' 0.4 41 NEWEL POST.HANDRAIL ABOVE 405IMS PER G.B.G.100933.6 o D-1• .!7 2� I 43.2-LAYERS 5/8•TYPE'X'SYP.SD.FIRE SEPARATION AT GEILINS. I I, _\ Q 44.5/D'TYPE'Jc bYP. Be ad COOLER NAIFIRE SEPARATION HOUSE A LSEA T O.G. V J 4 HALL M Ix 4'-6' W-4' S12' w s'-b' s'-0• 51o" -10 / 4 '-4• b'�• I 9 pp _ Q/\I EE 61-61 1'I •I.1 A O h I 1 f 6 45. -RE SEPARATION BETYeEN�PLR-4 BE 5/8'TYPE•Lb.AND BD. I E-}4p10'-I;� -q'I /a _ y I USEABLE SP9GE.6d COOLER NAILS AT 7.O.C. ' U- J 46.5/6'TYPE•X•&YP.W.IMDER STAIRS AT EWLO'W, -- I_ PARLOR • D'-1 ---o 1 4T.LINE OF CRIPPLE WALL ABOVE. Q -- ^ i___ o - 48.FLAT SOFFIT.SEE PLhN FOR HeaHT. n I it it T I r IL m -II BEDROOM 3 I Y 49.ARGH,ED SOFFIT.SEE INTERIOR HiEY.OR PLAN POR SPEC. T50.LINE OF FLOOR ABOVE. r36 Q p ,� I -Wp I \ II m I Y s� FORHEISHr. f O 4'-10' 6'-0' S'O' 2'-0' I D /. O r 53.DIGT CHASE.VERIFY NV N.VA G.DRAWINGS. O 4 BEDROOM 4 4 II EN RY s1 4 DEN/OPT. Ai/ e 1 0 q i 54.RECESSEDI L L1 INNOFFOR AVVin SEEONNAL iNFORMMPLAN NTIONFOR SIZE AND 0 o U C-6. `f O u b eLrG cLG. 36. o BEDRM. ! -1 I \ 55.LINE OF SYNTHETIC STONE!VENEER.SEE ELEVATION. s a q'-I'CL.O. 7 I 56.L1NE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE ae p., SLAB INTERFACE PLAN FOR TOE FT&.RETURN DIMENSIONS. rn 1� E- Im THmRu r I 57.LINE OF a2'WAINSCOT.SEE ELEVATION FOR HEIGHT. z x V uD x RooF 44 it \ \ 44 2eee I 59.LINE of DECORATIVE AN FOR ORERAIL INFORMATION. RM TION.eT11oN. -� CL m o \ SLAB INTERFACE PLAN FOR MORE VATJO FOR J a 1 U S. SEE ELEV h ' ry 6 n n ;V-H 21 D6 -tQ1 \ 1 60.LINE OF EXTERIOR BALCONY GUARDRAIL.SEE'ELE'.FOR 5PEG. Q E. .� I -/__ \ No TOP OF GUARDRAIL SHALL NOT BE I THAN 36•IN HEIGHT. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN QQ O L-t 6 I I 9056 am. SOSe 9A1. 3096 S.M. \\ I CANNOT PTA55AL PTHR000H.PER,C.B.C.5095PHERE 4'IN DIAFIZTER J 11. S'-0• S-II• 2'-S• '1 2 b -Io b'-16• Y-4• b'-10• \ 2b• 10�4X b .PROVIDE DECK DRAINYS)rV ovaeFLor1 PROVIDE BVILT4P DECKINS MATERIAL BEHIND DRAINS)50 TO DIVERT WATER AWAY FROM GORNER(5). m f I PORCH / / \ 25 62.ID'TOWEL BAR-HOT.54'ABOVE PIN.PLR C E2V. Y I q'-2• \ Iq'-10• 64.TOILET PAPER HOLDER-HST.24'ABOVE FIN.FLR. I I q'-1•ST"O CILW Im 1 / I 69.24-TOWEL BAR-HOT.54•ABOVE FIN.FLR / I ----- ----- / \ \ 1 65.IIOV OUTLET POPE IRRIOATON CLOCK. ------ -- --• - --_ \ Q 66.SAS METER LOCATION.SEE UTILITY PLAN. a i - 1 44- GENERAL PLAN NOTES OFT. BEDROOM 4 [ 2 i I I ALL.INTERIOR DOORS TO BE HOLLOW GORE 19 TN,K.U.N.O. I // o // I GARAGE 1 (sue PLAN FOR 912FJ.AT DOUBLE INTERIOR DOOR coNDInONS O SCALE/,"-I'-�• Srs am W AT DEN 7 e.ev e.ev I / / I T-1 I 2S PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. 114-SDI Z.ALL SARAOE SERVICE DOORS TO BE HOLLOW CORE 1 3/5' O THICK EXTERIOR ORAS DE.(SEE PLAN FOR 512W. ' 'A a Sp 3.ALL HOUSE TO bARAGE DOORS TO Be SOLID GORE 13/6'TFNC. (n U) ww`` SELF CLOINO AND TIGHT FITTING.(SEE PLAN FOR SIZE). W w O /> / 4.ALL ENTRY DOORS TO BE SOLID CORE 1 3/4•THICK.(SEE PLAN 50 N a / / - FOR SIZED.AT DOUBLE ENTRY DE DOOR PROVIDE ADBOLT AT L,) N I ����' / �� I �v✓^�l TOP AND BOTTOM of IwAGTME DOOR. Q AOSO SECTIONAL OAR.DR) / 16060 SECT OHRA,SE DOOR 5. ALL EXTERIOR FRENCH DOORS TO BE SOLID GORE I S/4'THICK T >U MJ (SEE PLAN FOR SIZE).AT DOUBLE wRErcH DOOR PROVIDE J = m N^ a DEADBOLT AT TOP AND BOTTOM OF INArYVE DOOR. k --- _ 6.BUILDER SHALL VERIPY W/WINDOW 6. THAT ALL 5✓ ESCAPE Oft R]Mr-UE NDOM SHALL HAVE A NOT _____-- --_.I____-_______ OpENAeLE AREA OF 9 7 SQUARE FEET THE MINIMUM CLEAR LEAR M OPERABLE HEIGHT DIMENSION SHALL NG 24 IIES.THE MINIMUMQ NET CLEAR OPENABLE WIDTH DIMEHT NION SHALL BE 20 INCHE5 W i co 4D AND HAVE A FINISHED SILL HEIGI-EtJT9 NOT MORE THAN 44 INCHES = (Q O OJ W ABOVE THE FLOOR.(PER UD.C.310.4).WIN VOWS NOT N�TIN S THEM REGUIRE SHALL BE BROUGHT TO THE INR,EDIATE ao0 N ATTENTION OF THE ARCHITECT. O V X-g• 3" C .J. .i. 7.MYEN TE OCCUPANCY SEPARATION BETWECN TIE HOUSE AND bARA6E IS APPLIED HORIZOYTALLY,THE STRUCTURAL MC•BER.S SUPPORTING THE!SEPARATION SHALL BE PROTECTED BY THE Hi 2'-0' e'-4' 2'ro' ey.N• 4' 9• O'-4• I'-II' Ib'-4• 1'-0• EQUIVALENT FIRE-RESISTANCE GONSTRUrTION.NBC SEC.302.2) 0 co�q��P� 21'-0' 2q,ro. SO'-0• OL IIr SQ" FOOTAGE `p FLOOR PLAN A 9EE ADDENDA FOR PLMI FLOOR PLAN 20e13 � �5� CO) SCALE v,••r-o• -PER ELEVATON. GARAGE 564 E- Q W mMINbIG EN ATES EXTT NOTE,FINISHEDSQUARE FOOTAGE CALGL ONLS AT Y•f.l OF I OTSHELP OR FOR THIS HOME P"M MAM BASED ON FLAN Z 40 C WDIMENSIONONLY AND MAY VARY PROM TE OFIRRED CLb.SEEFINISHED SWAM FOOTAGE OF THE HOUSE AS SALT. m0 PLAN FOR NEIGHT(S). 0 UTILITY LEGEND SURFACE MOUNTED CEILING LI6MT FIXTURE \ ',� E U RECESSED LIGHT FIXTURE I. W zy a -- ' HANGING LIGHT FIXTURE a a a a * U VP. RECESSED LIGHT FIXTURE W/VAPORPROOF LENS E- COVER. (GPGI AT HYDROMASSA6E BATHTUBS) W NG PAD WALL.MOUNTED LIGHT FIXTURE F - I.acAnoH �sov.w.P.vV •eo• a6i / W.P_ .80• DIEGONNEGT AT --� WALL MOUNTED SGONGE L16W W wit i_-O-i SURFACE MOUNTEDFLUOREWENT FIXTURE/UNDER Ll n / CABINET LIGHT FIXTURE U IF z v.r FLUSH MOUNTED STAIR TREAD LIGHT. S 9 �� 3 -- RECESSED FRACTIONAL HP EXHAUST FAN, SWITCH GONTROLL® W t La \V LIVING N. MAS t ReceSSW C*-MINATION LI&HT/VXHAUST PAN, z� BEy��TQ�OOM sw1Tu+coNTROLL® / RE � ION EXHAUST FAN/HEATER T NTROLLEDIIALK r W x OL0055ET �M BATH._-I / �. � 120V DUPLex GONv@lIL4JGE RECEPTACLE m � � � � \ y -0=- 220 240V SINGLE CONVENIENCE RECEPTACLE A I Ipq $ I/2 I20V DUPLEX CONVENIENCE RECMPTACLE, NOT SWITCH CONTROLLED,1/2 HOT i + I20V QUADPLCX GONVENIeNCe RECEPTACLE, �J C�-' 12OV,DUPLEX / Q� T� G� Sri ���� � M Qs I -�� (INGL.INSIDE NAB igTN10R ABOVE AT GELILIN6)�W U a� JT DINING � \I �T �. 120V,YEATHERPROOF DUPLEX CONVENIENCE C L i H. liiar', \ L16HrR ` RECEPTACLE m KIT " ;- bRO�.�FAULT GI T R(6FG) pDUPLEX CONVENIENCE REZEPTACLEOPT. FIREPLACE MEDIA C U sc�Le�,_1.-0• �. _ l ?.T LIVING '� � LIbH _ / 5!' < BEDROOM 2 mp REGEPTAG OF G.P.C.I.DUPLEX CONVENIENCE ` a C I _ — /' ---- / �' DEDICATED COMPUTER OUTLET 120V FLOOR TYPE DUPLEX RECEPTACLE,W/GOVER W N SINGLE POLE LIGHT SWITCH ,� O El THREE-WAY LIGHT SWITCH FOUR-WAY LIGHT SWITCH Q — I HALL SINGLE POLE LOHr SWITCH VV DIM+IER CONTROL ,;�— —.-L A-. } I'.,� / I 1 / -•— /HA =gi 1 I LL I '`�=y \ ------ - PH. TELEPHONE JACK \ � � N. TELEVISION ANTENNA/GABLE JACK � a PH. O PARLOR / i / BEDROOM 3 PUSH BUTTON FOR DOOR GN0-E9 OR GARAGE DooR OPENER / I ;3 w \� r I •�• DOOR GHII-s9 0 /. I -�1 c T THERMOSTAT,VERIFY LOCATION WITH HEATING t O U Ir. t / I EN RY DEN/OPT.' LAU u O BEDROCSM 4 � I I I p,. / BEDRM. �4 1 N_ T Ac LAYOUT o a h4\ m F / / I I / J I I O _L%CTION BOX,WITH COVER OR ADAPTOR AS �'Z a pj / m/ ea / / / µg, REQUIRED U C U ,N o O €k� �, � \ - ® SMOKE ALARM,ICBO APPROVED,CEILING Za P, U i�TIr ..' MOUNTED,HARD WIRED AND W/BATTERY BACKUP O' O v __-- ___ _ \_� \ OF CEILING PAN JUNCTION BOX,WITH COVER OR I \ \\ lam• ADAPTOR A9 REQUIRED F WP. • �rY4 `.,1. OA LIGHTED ADDRE55 SIGN NISIBLE FROM STREET) � Y (LOW VOLTAGE)TIED TO PHOTOGPI.L. U) PORCH I � o I I �C:l VACUUM LOCATION. U) ---- 5 AT u�.. AT u.e. STUB OUT FOR VG DEDICATED CIRCUIT FOR VACUUM SYSTEM a OAS METER � 20 AMP.MIN. 9E0URITY SYSTEM MASTER UNIT OPT. BEDROOM 4 \ o AT DEN 5C�LE 1/,•- -' GARAGE FLOOR C IN MO)OR AREA DRAIN(AD), W ELECTRICAL //� 'A 9L'RVIGE PANEL O V/ v' a \ THM 16ATON ROOF DRAIN(RD) 1 (14 \\ _JV-B HIE HOWB HOIBB(HIS) w` ) -00 '7 as O N G s . ( -HIS W/ HOSE BIBS WITH SHUT OFF VALVE(H6/SOV) � FEEL GAS OUTLET(FG) -------- -------- --- LOOSE KEY VALVE(KCYJ (D �C90 M r :. WATER STUB OUT FOR FOR ICE MAKER W _ _ _ _ _ _ cc q 3 CL 0 N NOTES: o^ ID SEE ELEV W-FOR EXACT 1. M5C+IANIGAL VENTILATION FOR TOILET COMPARTMENTS AND LOCATION OF LIGHTED BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR ADDRESS SIGN. CHANGES PER HOUR GB.G. 12033. W 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW PREV@lTION DEVICE AT ALL HOSE BIBBS. G�. E03 4'. O S. SHOWERS AND TUB-SHONER CAPHIDINATIONS SHALL Be PROVIDED VV INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING Q VALVE TYPE. W UTILITY PLAN 4. GAT SRG6WIRING ry �0 y cn� SCALE 1/1'-r-0- '5. ARC,-FAULT CIRCUIT INTERRUPTERS ARE TO BE T US AT ALL BEDROOM RECEPTACLES __/A ��,�,R �S� � coED W u � W o � I i i w a v 4444 4444444 �� a WINDOW p �.PLAN pp y am PLAN p V .c aP• �p da 33 d�' t+g ApgT � \d r \h �„� � pry 3 / \ /- OPEN TO X_ , FAMILY 4�44 4444444 �� / - it PANTIK w DOUBLE b U OVEN D SPACE SPACE DYC - SPACE �� t+' y 2'-DCI.R '� (� Z�9'GLR 2'-O• 'C �i 1�u � 'O U' VERIFY ry VERIFY P ryk r k -U I_>S• 'X vBeIPY a� vERIPr vewPr og �f��° � - ,� STANDARD OPTION COL. OVEN a KITCHEN � NOTE: CABINET ELEVATIONS ARE SCHEMATIC ONLY - SEE SHOP DRAWINC75 BY CABINET MF6. scALE 9ie'.r-0• U oo n r � �+ ( J QA A i ---- �-16/-P O \ ' _ S m p U V PAINT"'TL 4' PAINT GRADE 4• W y m C"Irl dQ WOOD MIJfR,E �[J[ NIC.FiEIA WOOD MANTLE „'in W U r: V in O ut!\ r-----II-----� XIJfF 7� a U L Q- m _ , D'Y.TI LE— Q WF NM 2� Fd i fL lK a MASTER BATH BATH 2 LAUNDRY FIREPLACE OPT. FIREPLACE AT PARLOR AT LIVING ROOM O o W o NOTE: cn � wN MOUNT ALL SHOWER 0 0. ABOVE TUB/SHOWER 00 ><M PAN. (DRAIN INLET) of J m J a w -a�, O W i 30 ■ _ o 00 G_ o m 0 o W ry MV o � LLu zul o 0 r- o SECTION NOTES i. z lo,eoa 1� I PAS-IA BOARD.SEE PLNATION. O 2.BARGE BOARD.SEE ELEVATION. rr 5. EXPOSED RAFTER TAILS. U 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. 5.ROOF 5HEATHIN6. 1, 6.HEf DE9161 W D OO ROOF TRUSSES. . STAND a a a a T L STAA ND TRUSSES. \�* / COj 4 6.61RDER TRUSS. 4 9.2X ROOF RAFTERS. O.2X ROOF JOIST5. 5 1 1 .2X CEILING JOISTS. F 6 1 a.RIDGE BOARD/BEAM. 13.FLUSH BEAM. 14.DROPPED BEAM. Q' �.. = 15.HEADER q 16.IX OVER 2X TOP PLATE AT NON-BFARIN6 WALL. I'1.DOUBLE 2X TOP PLATE AT EXTERIOR 4 BEARING WALLS. y TOP PLT. PLT I6.2X FLOOR JOISTS. F7 15 ///))) I9.DESIGNED FLOOR TRUSSES. tu aaaaaaa L� ( 20.FLOOR SHEATHING. ('F�7 6.1.FLASH IN6.(ROOF TO WAI.LJ TYP. L, 2 2.6.1.FLASHING AND SADDLE/CRICKET. 4i 23.EXF05M BEAM. 4 @ q =� 7 24.2X SOLE PLATE. Y MASTER 26 25.2X P.TD.F.SILL PLATE. BEDROOM BEDROOM 2 BEDROOM 3 ..2 GARAGE 26 2 4 STUDS.2-72 .2XX4 CRIPPLES. L) 28.2X CEILING FURRING. 34 29.2X BLOCKINI6. U S O.2x6 BTUDS. FIN.FLR T.O.G. 31 .PONY WALL.5EE PLAN FOR HEIGHT. ®®a a aaaaaaa 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS. (p 571tUGTURAL CALCULATIONS AND GENERAL NOTES. 33.CS)2X STAIR 5TRIN6ER5. 54.PLYWOOD TREADS AND RISERS. 35.WINDER STAIR FRAMING YV PLYWOOD TREADS. 36.RIP 2%DECK JOISTS FOR 1/4"PER FOOT SLOPE. U /� 37.ELA5TOMERIG DEG R PLYWO OD SUBFLOOR. SECTION 38. NSTALLED TO MANUPACTLREIR'S SPEGIFIGATIONS. �./ 2X "NAIL SPACED'DECKING. KALE I/4.1'-0 39.CONCRETE FLOOR SLAB. 40.36'HIGH GUARDRAIL PER CD/-.504. 4 1.34'-38'H16H HANDRAIL ABOVE NOSING PER G.B.C.10032.3.6. q 42.FIBERBATT INS G INSULATION-SEE ENERGY OMPLIANICE SHEET. CN7 43.2-LAYERS 5/5'TYPE'X'GYP.BD.FIRE SEPARATION AT CEILING. a 44.FIRE SEPARATION BETV'�N HOUSE 1 GARAGE TO BE k 5/8'TYPE"X'GYP.BD.MV bd COOLER NAILS AT T"O.G. 45,FIRE SEPARATION BETWEEN 2ND.FLR.4 GAR.CL.6.AND WALL5 5UPPORTIN6 2ND MR.TO BE 5/8'TYPE'X'GYP.BD. 46.5/B'TYPE'X'GYP.BD.UNDER STAIRS AT ENCLOSED, 12 USEABLE SPADE.6d COOLER NAILS AT-1"O.G. 4-7.WE,"GYPSUM WALL BOARD a� O 4 48.I/2'GYPSUM WALL BOARD � W 49.EXTERIOR FINISH,REFER TO ELEVATIONS. 50.EXTERIOR SOFFIT(SEE ELEVATION). ,.. 0 E. _ 1 51 SHELF,1/2'GYP.BOARD OVER 3/6'PLYWOOD. c. W 2 ATTIC F.A.U. NOTES TOP MT. TOP MT. lonaoa W I. FURNACE SHALL BE L15TM FOR INSTALLATION IN ATTIC OR IN A FURRED SPACE. M Fes+ W 2. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORINb. R1 S. ATTIC,OP�UNG AND PASSAGEWAY SHALL BE LARGE EN01U&H r FOR REMOVAL OF FURNACE. ' r LIVING KITCHEN PARLOR 4. PROVIDE MINIMUM 24"WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY. O r S. PURNAGE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC oo U OPENING. •� a FIK FLR FIN.FLR. 6' PROVIDE O EMI UGT®LEVEL W D WORK SPADE OF 30'x 90'MIN. «°Z oo f+ IN FRONT OFr EOUIPMBdf. m ep T VENT TR MICICH ROOF A MIK OF 5 PT.ABOVE THE HIGHESVIEWT V U r~ U O COLLAR WHH IT^ERNES. 6. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCE'S. Z of m w O O EE W IU Y 9. RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFENTI_ SO F a w INSULATION BENEATH WILL NOT BE GOMPRE99ED. -jU OW 0 �otWp. s O LAJ V) .Z N 2 SECTION $ GENERAL SECTION NOTES SCALE /M-P-0" Io I. REFER TO 5TRI4-TURAL ENGINEERS DRAWINGS,DETAILS AND NOTES FOR INIFORMATION NOT 5HOM HERE. 2. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOYVN HERE. a' 3. SECTIONS REFLECT THE'A'ELEVATION U.N.O. 4. ROOF SLOPE(5)AND OVERHAN6(5)MAY VARY PER ELEVATION. O REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH ELEVATION FOR MORE INFORMATOK O � ICI cn W� ow !i ~� a VoN rn I � V) N 0 o .a 0 U I sill, I J •IL7 Qi 'III 0 n!n TOP PLr J_ 0]Wd J W W WA` W O co a � J O W i V) m of 0 N KITCHEN DINING BA. 2 HALL BEDROOM 2 MM FIN.FLR i • W PS�1N1 t 1n10` O " z W SECTION r4 4co SCALE I/1"•1'-O" O (1 N W ci W1p U 0 O Q �� TYP.TYP. ELEVATION/ROOF NOTESo T I. 2x6 FASCIA,SEE DETAIL. NYl T --------VSLY - '1 b - 9. 2x6 BARGE,SEE DETAIL. :J x EXP09r'17 RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. NOTE:ALL RAFTER TAILS TO BE EQUALY SPACED.FRAMEiR : �___�--- ___ ___ ___a___ ... ___ TO COORDINATE WITH TRUSS ENGINEER. U I j 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 1 I 5. EXTERIOR PLASTER SOFFIT.0/EXPANDED METAL LATH. WWW I 5 0 O j T. EXTERIOR SIDING,9CC EXTERIOR FINISHES NOTES. � 1 6. (1)GOAT STUCCO SYSTEM I.C.BD.M XXXXXXX * �1 (U).1 TYP. 4. 7\ 1 S H. EXTERIOR GRADE PLYWOOD SOFFIT. TONSUE- SOFFIT I I AREA- a.N I0. SPAGEDAx'VERRTTIICAL A000 TRIM AT XX'O.G.OVER y (13)RDOP EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. I. EXPOSED WOOD CORNER TRIM,SEE EXT.PIN15H NOTES. DORMERS rx AT OPT. I2. EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. W 1 I IS. WOOD LATTICE 0/EXPOSED PLYWOOD OR MD.O.BOARD. BUILDING 14, FDAM TWM,SEE ELEVATION FOR 51�. TYP i LINE IN �' 4 z 16. BUILOSEDY®TRIM,SEE ELEVATION PLYWOOD TRIM OR MDA.1 BOARD.J--� -- N ~ IT. FIXED 9FAITTERS,_^+S ELEVATION FOR 91ZE. 0 Q" h--- QaQQ QQQQQQQ 1 '1 ROOF LINE! 2'X4'O/ I 1 < 1 1 2'XIO' 1 I 18� POTSNELF,SEE DETAIL. RIDGE I AT Orr. I 19 PROVIDE G.I.FLASHING AT ALL EXPOSED WOOD TRIM. W 1 20. CONTINUOUS 6.I.EXTERIOR PLASTER SCREED,SEE DETAIL. p p I I I I IS'DIA 2 G.I.FLASHING ROOF TO WALL. b ley G.I.FLASHING AND SADDLE/CRICKET. Q Q Q j 1 1 S 29. FIREPLACE MANUFACTURER. TIINAACTIOTOK GAP W/SPARK ARRESTER PROM m e W TYP. M. 24. MASONRY VENEBZ U ItY VENEER. Y NN 4 2 tor-, 26. 5 IYNTHETIC STONE VENEER.I.G.B.O.M XXXXX 5 AT 6 J 2T. SHAPED FOAM CORBEL,SEE DETAIL.127A D'J J1 _ 25. SHAPED WOOD CORBEL,S�DETAIL. a a a a TOP ELT. I LT. 30. x WDOD P05T(-TIBE 1 0 I 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. F7N � 3 I MANUFACTURED COLUMN. I I I �/ 32. PRECAST COMPONENT/TRIM,SEE DETAIL. I I I ____________________T J 1 B A T b 11 5 K ` 35. DECORATIVE FALSE TILE VENTS cQ ELEV.FOR LOCATION- U F� 94. METAL RAILING,Sf3=DETAIL. , 4 _ 55. WOOD RAILING,SEE DETAIL. I A T 7� I AT OR. y 36. DECORATIVE METAL,SEE DETAIL. x ___ ___r ___a I I v Yx Q LL I 1'X4• 14 'I r 3'I. EXTERIOR PLASTPi RECESS SEE ELEVATION FOR op a LOCATION,DEPT}H AND 91Z OF FINISHED OPENIN6. .s e t 1 R I 1'X4' D.I 395. 6.1.SCREENED i LOUVERED'SABLE END VENT', TUT. S�ATTIC VENTILATION CHART POOR h 0 E LOCATION- ANFORMATIO�N).REGND. G.I.SCREENED ROOF'AIR VENT.(SEE REQUIRED ATTIC n. b '� FIN In .I _ n TA.G. VENTILATION CHART FOR MORE INFORMATIOW. v O • E _ _- _ - - - _ - _ _ - _ _ _ - - - - - - 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE 1 1 2T• 16 ELEVATION FOR SIZE AND LOCATION. \ .i -�'---- 41. G.I.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD ' N- D� VERIFIED. 0 TYP. 4'X6 42. G.I.DIVERTER. qy 49. LIGNTEv ADDRESS SIGN. ', y (j 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. 9 9 45. MECHANICAL TUB ACCESS PANEL,CORROSON RESISTANT, VERIFY LOCATION. a�i O �Ay♦ 46. b 1.RE6LET FOR DOLOR GOAT GHAHbE. ROOF PLAN I-A FRONT ELEVATION I-/ � E EXTERIOR FINISHES SCALE I/B•-I'-O" $GALE I/4"•I'-0' io�Droa SPA41 I ST-f ALL EXP05W PLYWOOD TO BE EXTERIOR GRADE. ALL EXP05W WOOD TRIM,PLYWOOD,SHUTTERS,POSTAND Q CORBELS TO BE RE-SAM,UNA. 1� W 9 RAD. ROOF PLAN NOTES INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE o U ON PLAN. ZO Z DETAIL A TYPICAL ROOFING TO BE CONC.W TILE r-�J FOAM CORBEL N.T.S. EAGLE ROOF TILE' I.G.B.O.•ER 4660 OR APPROVED EQUAL <d x V 1 TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12' W LL d Ga C U UNLESS NOTED OTHERYVISE ON ROOF PLAN. Z W O aW0 .p e at ER pQ TYPICAL ROOF OVHANG C AT EAVE CONDITION TO BE 12' Q F ,mq � UN0.E66 NOTED OTHERWISE ON ROOF PLAN. 1 Q O o o x a W REQUIRED ATTIC VENTILATION nJ WW Rpwq N o Ii Q u-THE ATTIC VENTILATION CALWLAnoNS PER CB.G.SECTION I505.9 AS FOLLOWS, (N ATTIC AREA(SQUARE PIET). p (B)DIVIDE(A)BY 300 AND MULTIrLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SQUARE INC1E5.DIVIDE TOTAL REFER TO SA51 G PLAN FOR BY 2 TO GET THE NET FRS VENTING REQUIRED BOTH NIGH AND LOW. NOTES, D I MEN51 ONS, ,AND •AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT REQUIRED) PG (G)TOTAL SQUARE INCHES OF NET PRS IMMILATINIS AREA PROVIDED yy INFORMATION NOT SHOWN BY GABLE EPID ATTIC VENTS.(SEE BELOW FOR MIN.50.IN OF FREE AREA FOR EACH VENT) ® •GABLE END VENT HERE (0)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED p BY ROOF AIR VENTS.015 56L IK OF PRR AREA MIN EACH VENT) O aH .HIGH VENT gL.LAW VENT O O (E)TOTAL SQUARE INCHES OF NET FRS VENTILATING AREA PROVIDED cn Dl'UNDER EAVE VENT IXLG".(12 SQ.IN Or FREE AREA MIN.EAGM) 1 (D W N •V®dT DLOGK AT TRUFf BAY 5 ~0 a M)TOTAL SQUARE INCHES OP NET FRS VENTILATING AREA PROVIDED O E �o U] J _ 0 cc 0 In RI nn C - bABLE G11p OHA61N\ vE 'TOTAL PLAN A+I B G D EE F Q� W`1`* A W "IA" ArsA. veNrlNs ve.Ts +aR vENTs vei,Ts INo '� (D =Z O M ►T)(•3O.IW (53.IW (iG.BIJ (Sm.IW IYIG.MU J av O AREA-- 2602 eN WA IeN lB1TJ•xo !i1. W L U , C M Li O O W o N NOTE5: qe I.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON j ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE Q MINIMUM'WMQUIRED VENTING'AS L15TED ABOVE 15 PROVIDED FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. M 2.ALL VENT OPENINGS SHALL BE COVERED YV/1/4"CORROSION W RESISTANT METAL N4E5H.(IF 1 IE511 15 LESS THAN 1/4"THEN THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW O FOR REDUCED AIR FLOW) H 3.FRAMER SHALL BE RESPONSIBLE"OR COORDINATING W/TRUSS MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEMQ WFIEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL.BE SEALED AND Fl-45HED WITH'T-NOISTOP'IN THE 5A1-E MANNER PRESCRIBED N "Z W FOR WINDOW INSTALLATIONS. ry S. PROVIDE APPROVW INSULATION DAMS(EAPPLE5)W$tE VENT BLOCKS Q E. ARE USED BETYEEN ROOF FRAMING MENDS TO PREVENT VENT HOLE LOCKED m w Q PROM BEING B BY INSULATION. A U W�x b.LC OATE HIGH VENTINGMU MINIM V-0-VERTICAL DISTANCE x U N ■ ABOVE SAVE VENTS. j T.PROVIDE ACCESS AND VENTILATION PROM CALIFORNIA FRAMED AREAS r W TO ADIACBNT ATTIC SPACES.REFER TO STRUGTUAL O A NINSS FOR p Lu FOR SHEATHING PENETRATIONS. z z �w 4444 � U F 25 AT OPT. w A -- Q l4r p _________a IS'D A - 4444 4444444 3'XIO' I I AT OPT. I I {Q I TYP• ry ---- li 2 76 y� _ _ ®444 Al 6 TOP P-T. TOP MT. TOP MT. - I I M. I I �- TOP P-T. Nz I 1 I I I 1 I I �-{�-y{--} I'X4' D _ I•�. D9 Ot ,F-f.{{-} 6 I -r IIYI l--1 M' 14 C s M I ; � M.X , i 1 T• i M I -- - I PLR 13 20 12 'C • � W U Qo REAR I-A LEFT I-A !GALE I/4'•I'-0' 6GN.E V4'•I'-0' � Q 1� W � z a Z= d S o U ZO2 o F ot O W //' a !� LLWJ k--------4 s6 O M. W 3 W I I I I a D7 z IS'DIA. O -2'DP. W M. O H TOP MT. TOP PLT. - {4 N -- - - - - - - - -- -- - - - - -- - - --- - -- - - - - - - - - - -- - - - - - - - _ O O O "°N a O o�M w QT J Z � oz a 14 ;P' m ^ w[s� _ ( =I.Ja M c�o M. L X x �z ; W M O� CM T.O.G. PIN.PLR IZ � `O r RIGHT I-A 0 W'w N m v+F F [G „ V E M. 05 m r OWC ?. U Z u }' i 4444 ggqqq 4 I I LIVING �I MASTER I II M BATH O BEDROOM II WALK IN "OsET _ I �+ I _ I DINING HE>N I I BEDROOM 2 ° KIT I IOIO I ' --- A. 2 I $ o E I HALL PARLOR ^ iL II BEDROOM 3 I A, l II I � �_-+--I / ♦ II I p c ENTRY DEN t Zao o `° U �� QWa o F I i ; PORCH i/ //lam \� I 2 / I o ----------- ----------- GARAGE I ° I o � cn y 0 (D WN E DO I i i I 0. / / I Na,, E I J aoWl. o JG -----------j------------ I (D =z� M — ------- --—————— - W �<- O cc o-, Co 1-- o N � Q Zb' 11-4' 4' 9' 6'-4' I'-1' 1614' I'-6•I, REFER TO BASIC PLAN FOR NOTE5,DINENSION5,AND W 21'-0• 2-l'-0' INFORMAnON NOT SHOMPI HERE C 1.- 0 FLOOR PLAN ADDENDUM B ca M SCALE 1/4'P-O° � G1 LU uj 01 U Ql a a M.M. ELEVATION/ROOF NOTES 41 AT OPT. PIC DR. I 14 • I. 2xb FASCIA,WEDETAIL 2 x6 BARGE,SEE DETAIL. �•. xi 3. x EXPOSED RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. NOTE.ALL RAFTER TAILS To BE EWALY SPACED.FRAMER TO COORDINATE Y'UTH TRL)'.yS ENGINEER. U 1 1 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. I L L L L 1 6. (1)GOAT STUCCO SYSTEM IL.B.O.M XXXXXXX Q a a a ^) # U 1 I 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. �'�1S¢ O OO I 7- EXTEROK SIDING,SEE EXTERIOR FINI5HE5 NOTES. y S. EXTERIOR GRADE PLYWOOD SOFFIT. 9.j TONGUE-AND�ROOVE SOFFIT. AREA-I I l D 10. SPACED x VERTICAL WOOD TRIM AT XX'OL.OVER I O (9)ROOF i EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. n I I. EXPOSED Y/0.7D CORNER TRIM,SEE EXT.FIN15H NOTES. a I DORMERS 21 y AT OPT. 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. W I .1 14' WOOD LATTiGE O/EXPOSED PLYWOOD OR MD.O.BOARD. A BUILDING 4�f 14, FOAM TRIM,SE ELEVATION FOR SIZE. I Tyr. I LINE 1L^'D F IS EXPOSED WOOD TRIM, E ELEVATION FOR SIZE. aaaa a a a a a a a II 1 16, BUILT-LP' WE PLYWOOD TRIM OR MD.O.BOARD. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. D.I I ROOF LINE 2 O/ %0 I 1 < 16 POT5HELF,SEE DETAIL. AT OPT. i I 19. PROVIDE 6.1.PLA5HIN6 AT ALL EXPOSEDTI WOOD TRIM. RIDGE I I 20. CONTINUOUS 6.1.EXTERIOR PLASTERSCEESEERD,a DETAIL. Q I I I I 2 1. 6.1.FLASHING ROOF TO WALL. I I 1 22. 19.1.PLASHING AND SADDLE/CRICKET. n 1 1 I _Y aa 6 29. FIREPLACE MANIFAGNRER APPROVED TMKMINATlOK AP YV SPARK ARRESTER FROM 4 I Tyr. I I D.7 M. 24. MA5ONRY VENE 3P k V t HY 4 I 2 26. S 1YNTHETIC STONE VENEER .GB.O.M XXXXX U U _ Il�I Y 0.' I 5 AT b TYP. 27. SHAPED FOAM CORBEL,SEE DETAIL. V I I I D.5 D9 I 2S. SHAPED YVOOD CORBEL,SEE DETAIL. 1 .. �. ®®Ea aaaaa44 {' 1� 1yU� TOP PLT. I TOP ELT. 2.1 x Y/OOD POST(5). 1 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. - I _ _ _ _ 31. MANUFACTURED COLUMN, 0 9 I _ 1 I 1 -- - ----- 'SCE 1 35 PRECAST COMPONENT/TRIM,SEE DETAIL. �____________________I 1 33- DECORATIVE PASSE TILE VENTS SEE ELEV.FOR LOCATION. U I i I I A I N �• 1'X4' D 34. METAL RAILING,SEE DETAIL. ((.] • 14 56. WOOD RAILING,SEE DETAIL. r/�, F.•I kin--- .. 1. 1 AT DR. y i �T 36. DECORATIVE METAL,SEE DETAIL. r �+ !.. _ �.-__�___ 14 :I ! 37. EXTERIOR PLASTER RECE55,SEE ELEVATION NINI I pp pU'. 1 L 11 r LOCATION,DEPTH AND SIZE OF FINISHED OPENING. 5 - 7I'X4' 3b. 6.1.5GREENFV 4 LOWERED"&ABLE END VENT', q �e "RIP, D.1 SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REMV. t7 < M. ATTIC VENTILATION CHART FOR MORE INFORMATION). 0 41 -� PIN 99. VEN LATRE ON ART FOR MOR Ti(SEE REGUIN). ATTIC 40. DECORATIVE ELEVATION FOUR SIZE ANDVENTLOGAOFU ORES BOARD,SEE 1 _d___ 4 1. 5.1.SUTTER AND DOWN5POUT5,LAYOUT TO BE FIELD 1 _ 1=1 D3 26TYP. 42. 5.1.DIIVERTER. r _ Sim. 1"114' 45. LIGHTED ADDRESS 916N. a> C� 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. W 45. MECHANICAL TUB AGGE5S PANEL,CORRO51ON RESISTANT, u VERIFY LOCATION. F 46. 6.1.RE6LET FOR COLOR COAT CHANGE. - ROOF PLAN I-B FRONT ELEVATION B EXTERIOR FINISHES SCALE I/S-I'-O' A 1 w I SCALE V4'•I'b' lone/o� TAIL_I�I�L^Tr All EXPO" PLYWOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,P05T,AND CORBELS TO BE RC-SAWN.U.N.O. W Rl N ROOF PLAN NOTES m o Ion= - �`� INDICATE5 4.12 SLOPE UNLE5S NOTED OTHERWISE ON PLAN. 0 Z MICAL ROOPIN&TO BE GONG.5'TILE J m a0 yH' "EAGLE ROOF TILE' 1.C.B.O.•ER 4660 OR AFF ROVEV EQUAL �[L TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12' J L, 6 0 0 UNLE-55 NOTED OTHERA15E ON ROOF PLAN. Z W TYPICAL ROOF OVERHANG AT EAVE ONDITION TO BE 12" Q UNI-ESS NOTED OTHERWISE N ROOF PLAN. 1 OQ REQUIRED ATTIC VENTILATION Of o d o a AS ATT16 VENTILATION GALcuLATlow PER GEL.SECTION 1505.5 As FOLLOWS- (A)ATTIC AREA(5WARE PTET). p (15)DIVIDE(A)BY 3OO AND HLLTIrLY BY 144 TO CALCULATE M TOTAL REFER TO BAST G PLAN FOR B'�T'O6Er T>���'"R«IRW'B"�DIVIDE L r.AL NOTES, DIMENSIONS, AND •AREA DIVIDED BY 150(NIGH AND LOW VENTING NOT REQUIRED) PG 1 INFORMAT1ON NOT SI--IOWN (G)TOTALSQUARE ATTIC E Hier(SEE LOA FARINGAREAN.OVID® O GABLE END ATTG VENTS.(SEE BELOYI FOR MIN. E IN.OP I� FREE AREA FOR EACH VENT) ® •GABLE END VENT o HERE (D)TOTAL 5GUARE INCHES OF NET FREE VENTLATING AREA PROVIDED BY ROOF AIR VENTS.M5 50.IN OF PR@ AREA MIK EACH VENT) O W 0.HIBH VENT Lg.LOW VENT �I 0 (W TOTAL 5OUARE INCHES OF NET FREE VENTILATING ARE ��// A PROVIDED cn y) BY UNDER SAVE VENT BLLC"+(12 50,IN.OF FREE AREA MIK EACH) N O•VENT BLOCK AT TRlY35 BAY ^� w �' Q• (P)TOTAL 5GMIARE INCHES OF NET PW2E VENTILATING AREA PROVIDm O }.. D N 1 O J 63M w J = J a _ co o PLAN A B G D F AA.f2A VEM�lriNb bVB q R6l vENrS vEHS -TIT ALI- � C D =U'O co (341.R)(SGt IW (SQ.RU (N.IW (59.AIL) (s.nU -0 J av O AREA-I �»02 a ry1e�•eaa «b» y5o W ZZ ;v, _ I 00 00 N NOTES: 1.NET FREE VENTIN6 AREA PROVIDED BY EACH VENT 15 BASED ON A99UH�VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE 0 MINIMUM'WBWIRE.D VENTING'AS L15TED ABOVE 15 PROVIDED FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. 2.ALAI-VENT OPENINGS SHALL Be COVERED W/1/4'CORROSION W GR �19 (FREE VENTIN&AREA IOF�IMUSTT'BE ANC 1EASED TO ALLOW FOR REDUCED AIR FLOW) O 0 5.P1tAMgR SHALL BE RESPONSIBLE I-OR COORDINATING W/TRUSS MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM Q WHEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE AND FLASHED WITH'MO15TOP'IN THE SAME MANNER PRESCRIBED c W FOR WINDOW IN5TALLATION5. RV n y 5.PROVIDE APPROVED INSULATION DAMS(BAFFLES)WBiE VBIT BLOOAGS T ARE U'm SETY'EEN ROOF FRAMING MEM S TO PREVENT VENT MOLES p1 Q FROM BEING BLOCKED BY IN5ULATIOK TOI r N W 6.LOCATE HIGH VENTING MINIMUM 3'-0'VERTICAL DISTANCE MOVE LAVE VENTS. O q y • J T.PROVIDE ACC!SS AND VENTILATION PROM CALl"NIA FRAMED AREAS U m r W TO AD-JACENT ATTIC SPACES.REFER TO STRUCTUAL DRAWINGS POR O M FOR SHEATHING PLNGTRATIONS. ii o Ail E. 2' b AT OPr. Q x4 ---------� 4444 444a4445 14 2 W O/ AT OPT. W I I M f 14'X24' Q J V TOP PLT. TOP R.T. TOP MT. - M. D ~ TOP PLT. ®a a a a a a a a a a A Ri I I ae I I I I I C �E-#41-� Tyr. I< M. C Q rTr• D9 {' '�' DA 9h(4• a ye 1� _ Y d � M. I i i 14 M ,, Z Z ( Z I 1 Lbi ' m 1 I I a PIN.PLR. - - - - - _ _ - _ _ - - __ __ - - _ - - - - - - PIN.PLR PIN.RR - - - - - - - - - - - - - - - - - - - _--r - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - PIN.PLR ` q IL( M. � a I]M. IZ DA � � !S W F REAR I—B LEFT I—B p W z a P w g � � 8 �m� Z= v a U I o ZO2 d U r N W J H � z" 013 i--------�' OM M. ^ in x a 14'%74' x O 14 O W 1. M. O cn N roPPLr. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - roPPLr. �j E om , IL � 'Q —i >01 as �j 4M1 YYR m J n �r K M tr D �a� O M. ; g W ■ ° 1 a. o CM _ PIN.PLR - - - - - - - - - - - - - - - - M. G Q 1� � D.4 M `O r RIGHT I—B c �.�„•.I b- o Z W ca = r W z o� • r W o � O � O aQaQ OF z ——————————————————————————————————————————— c.—————— t � I A I II I„ � �s',J I Q444 QQQ4444 �� jl I w LIVING it MASTER M BATH BEDROOM b I II `> � I � KAL II Go eT I I I I U l- - ECIL-1 DINING93 itKIT HEM1 F, Lr—� III BEDROOM 2 do --- II I li v z A. 2 I i i HALL' p --_ _ _ ` y II I 1° PARLOR / I i ?L II BEDROOM 3 I o LLJ ENTRY i n/ I u I g DEN Z V x �' c4 I Zao w g w-m I I <0 c w Q.LLw Cz z F cz a 4 4 l i i PORCH a I I I i o 4 ------------ ------------ GARAGE x I I C I I w 0 b I I (n N I j ��• d L-o a I I O E I I J O �I I I J = mv;^ x I wwa w M - - -------I-------- - -0 �-W ' O = cc o 0 00 o iN 9'-0' I' 9'-0' I' T D'-4' I'-II' 16'i' I'.p• REPER TO DA.91G PLAN FOR NOTIM,VR4. IONS,AND 1v'-0• INFORMAnoN NOT 9NOM HERE O eo—0• FLOOR PLAN ,ADDENDUM C pz ca W w W Ogg J Z o� r W ¢I U m O M a AT OPT. a M.M. ELEVATION/ROOF NOTES 41 M P'IC DR, I 14 7=3 ON.Y b b I. 2x6 FASCIA,SEE DETAIL. \ 2. 2xb BARGE,SEE DETAIL. .� L x EXPOSED RAFTER TAILS Y'V SHAPED ENDS,SEE DETAIL. 7-__a--- ___ ___ .___ ___ ... ___ O COORDIRAFTERTM ILLS T'ENE"I�Y SPACED.FRAMER U 4. EXTERIOR PLASKATETER OVER PAPER BACKED WIRE MESH. 1 5. EXTERIOR PLASTER SOFFIT,0/EXPANDED METAL LATH. 1 c , GOAT STU:GO SYSTEM I.CB.O.U XXXXXXX I T. EXTERIOR SIDING,5�EXTERIOR PINISFHCS NOTES. I TYP. H. EXTERIOR BRADS PLYWOOD 50PFIT. I 1 I AREA-I 2 1 ( b 4. TONGUE-AND�ROOVE SOFFIT. 1 Y-y �3 10. SPAGm x VERTICAL O OD TRIM AT XX'O.G.OVER I(1 I EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. y. EXPOSED YVOOD CORNER TRIM,^EE EXT.FINISH NOTES. C ` 21 2,AT OPT. n 12. EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. W I J J� 13. MOOD LATTICE O/EXPOSED PLYWOOD OR MD.O.BOARD. (� BUILDING 14, FOAM TRIM,SEE ELEVATION FOR SIZE. M i LINE IM :::TX 6 16 EXPOSEDBUILT-UP"CURVED•PLYWOOD TRIM OR M.D.O.I BOARD. ROOF LITE 2)W O/ F IT. FIX 9HIUTTBL9,SCE ELEVATION FOR SIZE. a a a a a a a a a a a Db I I I 1 I 2•XIO' I I J. POTSHELF,SEE DETAIL. RIDGE AT OPT. 1 i I J. PROVIDE B.I.FLASHINS AT ALL.EXPOSED W000 TRIM. I TYP. 20. CONTINUOUS 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL. S R Q I I 2I 21. B.I.'LA B.ISHIN6 ROOF TO WALL. d T 6QY 1 I I I D P 22. .PLASHING AND SADDLE/GRIGKET. l7 TYP. I I D'T 23. APPROVED TERMINATON GAP W/SPARK ARRESTER FROM O Q - ' -� I y 1 I 40 2X4 FIREPLACE MAN/FACTURER � U I 24. MA50NRY VENEER. I5 25. THIN-5ET MASONRY VENEER. Y IN I Z 26. SYNTHETIC STOKE VENEER.I.C.B.0.M XXXXX JJ JJ Il �I �� 1 S AT b TYP. 2H. SHAPED 2-T. SHAPEDPFOAM HOOP CORBEL,SEE DETAIL. ®®�a 4CORBEL,SEE DETAIL. 444444o�o } " � L � TOP PLT. j 3 D3 � ��• TOP ELT. 29. x Y400D POST(S). 30 EXPO`_.ED WOOD BEAM WITH SHAPED ENDS.1 I ry 2X4 - 14 np• 32. PRECAST COMPONENT/TRIM,5EE DETAIL I 1 I IS m a 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. ^��I 1 _____________j HI I 5 IS ZX4 O 15 ZX4 N3 / - U 1 � I D D.S 34. METAL RAILING,SEE DETAIL. �-1 9 W - - 35. WOOD RA.ILIHkS,SEE DETAIL. "•$, �". . ... AT DR I 4 II j 36. DECORATIVE METAL,SEE DETAIL. U •• - _ I ; 14 - _ D.I P 3-1. EXTERIOR PLASTER RECESS SEE ELEVATION FOR • •••• __.-_ - b T LOCATION,DEPTH AND SIZE OF FINISHED OPENING. -- --- -- �' 1 O IX3 h I•XA' 36. 6.1.SCREB,®II LOUVERED"&ABLE END VENT', C u N I 10 D' SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REGIV. C 1 © i 12 TYP. 1S ATTIC VENTILATION CHART FOR MORE INFORMATION). 39. 0.1.SCREEN®"ROOF"AIR VENT.(SEE REQUIRED ATTIC 41 I j PI I _ X4 T.O.G. VENTILATION CHART FOR MORE INFORMATION). ----- - -- - - - 40. DECORATIVE(FALSER VENT/LOUVERED BOARD,SEE ELEVATION FOR SIZE AND LOCATION. 16 14 TMP 4 I. 6.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD w D D.S Z< VERIPED. 42. 6.1.DIVERT3R. TYP. SIM. 43. LIGHTED ADDRESS SIGN. 44. LINE OF INTERIOR GEILIN6 OR INTERIOR WALL. / W 45. MECHANICAL TUB ACCESS PANEL,CORROSION RESISTANT, ' ROOF PLAN I-C FRONT ELEVATION 1-C VERIFY YLOGAIO F 46. 6.1.RSSLET FOR COLOR GOAT CHAN6E. sCAE,R•-_o sGALE,,.-0 EXTERIOR FINISHES � TR?.D I T I(=:)N^L. ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RADE. QQW ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTL-i¢5,POSTAND CORBELS TO BE RESAWN.U.N.O. TYPICAL SIDING TO BE, 1� W GL9!'TAINTEW YEATHERBOARDS SEE DETAILS CEDAR LAP AR N6 H 1/4"X 12"FIBERTECT D D Db r ROOF PLAN NOTES o ` INDICATES 4:12 SLOPE UNLESS NOTED OTI'HERA15E ba _ p U ON PLAN. O Z TYPICAL ROOFING TO BE CONE.FLAT TILE F-J w "EAGLE ROOF TILE" I.C,.B.O.•ER 4"O OR APPROVED EQUAL TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12' W W UNLE55 NOTED OTHERWISE ON ROOF PLAN. Z W O TYPICAL ROOF OVERHANG AT PAVE CONDITION TO BE 12' Qf-ir E, ,q G� LOa UNLESS NOTED OTHERWISE ON ROOF PLAN. -JOQ P4 0 x a REQUIRED ATTIC VENTILATION Wta wo Gu m a THE ATTIC VENTILATION CALCULATIONS PER LBO.SECTION 1505.9'm AS z �, z H • P A9 POIJ_OWS: (A)ATTG AREA(SQUARE FEET). O (D)DIVIDE(A)BY 3O0 AND MILTPLY BY 144 TO CALCULATE THE TOTAL REFER TO BASIC PLAN FOR REWIRED NET���'"RCIUMM'B'�&HANDLOA. NOTES, DIMENSIONS, AND •AREA DIVIDED BY 15O(HIGH AND LOW VENTING NOT REGUIR®, (C)TOTAL SOL4RE INCHES OP NET FIRES VENTILATING AREA PROVID® y, INFORMATION NOT SHOWN BY LADLE END Arne VENTS.(SEE BELOW POR MIN.SO.1N.OF Za PREe AREA FOR EACH VENT) ® .GABLE END VENT HERE (D)TOTAL SQUARE INCHES OP NET FREE VEHTILATINS AREA PROVIDED O BY ROOF AIR VENTS.045 50.IN OP Fi[S AREA MIN EACH VENT) O �•HIBH VENT UL.LOW VENT f^ O O (FJ TOTAL IM LA IWHM5 L NET PRCE VENTILATING AREA PROVIDED c / a BY UNDER SAVE VENT DLOGIC5.(1250,IN.OP PRCC AREA MIN.EAGW � w N �+ O•VENT BLOCK AT TRU55 BAY ^ O a (F)TOTAL SQUARE INCHES OF NET FREE VENTIL.ATIN6 AREA PROVIDED O ]..� �W N i� Q N a J = >UN PLAN A B G D E F J mom°^ ATTIC IQfi9 6A0.!aID Of1A61N EAyE TOTAL IY--a "IG" A QA vex INe va rs w u ea v s Ts vans •��� =C 0 co ('Ja.FTJ 5O.IN) D6 RU (N.IN, (!G.INJ i'118'RU a J a� O AW,k-I 29102 en w +ia. av+i+Ts ia.. »i s.. TO' is Lu 3 UI 11 ^cc 00 cc Li 0 N NOTES, I.NET RREE VENTING AREA PROVIDED BY EACH VENT 15 BASED ON ASSUFfED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE Q MINIMUM'REQUIRED VENTIN6"AS L15TED ABOVE 15 PROVIDED FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. 2.ALL VENT OPENINGS SHALL Be COVERED W/1/4"CORROSION RESISTANT METAL P"ESH.(IP MESH 15 LE55 THAN 1/4"THEN THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW O FOR REDUCED AIR PLOW) 3.PRAMIER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS Il- MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM Q K-FAT ER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED ..pp AND FLASHED WITIH THOISTOP"IN THE SAME MANNER PRESCRIBED h o W FOR WINDOW INSTALLATIONS. ry V co 5.PROVIDE APPROVED INSULATION DAMS(EAPFLES)P1110iG VEIT BLOCKS Q W ARE USED BETPEBH ROOF FRAMING MEMBERS TO PREVBIT VBiT HOLES m PROM DOING BLOC*®BY INSULATION. ry0 �}z 2Von b.LOCATE NISH VENTING MINIMIM V-0'VERTICAL DISTANCE W uj ABOVE EAVC VOWS. a 4� T.PROVIDE ACCZW AND VENTILATION FROM CALIFORNIA FRAMED AREAS x Tuj TO AD-IAGEHT ATTIC SPACES.REFER TO STRI.IGTUAL DRAWINGS FOR �O FOR SHEATHING PENETRATIONS. �a 4444 / U E, 211 2!AT OPT. A tent ---- ---� F7 ---------� 4444 4444444 �� 2'X4'O/ 2'XIO' 1 AT OPT. Tyr ---- 1 -- -- --------�.- !r 1 AD, I 1 _ 96 OVAL 1 k M. Fr 0 U TOP PLT. TOP PLT. TOP PLT. T, _ — P_ — — TOP PLT. - ra I I 1 I a I I 4 111 iE-F 4♦—} I T _ !-J _ 14 T - T I'p• D Tyr. M' iS T Vd' Z �2 ZZ1 I 1 'Y `1 qz x x FIN.PLR PIN .F.LR. PIt1 PLR - - -- -- - - - - - - - - Typ- D.4 20 M. � 11M. O U REAR I—C LEFT I—C 9LALC I/4•.I'O' SLAL2 I/{••I'-O" p W � z a w < m z z= s Q V �' o Z. Z02 m m o Qa� m H /�^ J W ° m 0 .^c (1—w J cOv x F w fs. z 0 i 4 AT M, V) awNCD. 5 14•XIb• O x OVAL W ,YP. o coa� cn N 5 WN TOP PLT. TOP PLT. � E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - 0 = �UM a - Q I-X4- J a) 4 14 Tp' W w.-. =Zo M. ; W za !IIIC6 HCL co N PIN.FLR —M— — — — — — — — — — — — — — — — — — — — — — G 11 � D.4 M RIGHT I—C 4Eo c scni.e v,•.ro^ P5 RED' .e�!d0� o z W co R r ,a x o� r J m U m W 0 fLU NOTES - I o '/// INDICATES DROP IN SLAB(S.DETAIL) U VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REINFORCING .',.' STEEL AND ADDITIONAL.EXPANSIVE SOIL REOUIREMENTS O LNITH THE SOILS REPORT. U r Z �'DR _I A/G►AD F Clow-. LocATON 4 R STOOP in i i REFER TO STRUCTURAL { ENGINEERING DRAWINGS a I� Ia AT FOR INFORMATION NOT sr-�owN HEREXC) 4444 4444444 as 0 r FOR HARDSISAPE INFORMATION REFER TO LANDSCAPE PLANS ®d®4 4 4 4 4 4 4 4 aeLu s-r Iew Iho AT MATEIRroam PROVIDE CONDUIT UNDER, GLO'JLR (�7 SLAB FOR ISLAND OUNTOt AN C F.1 WBOTRICAL = ri 0 i� 4LOFroam r 00 - 0 I I I I O I I I �s7 v Ll p W -- I Z z --I Q _- TRASH& J i RECYCLI 0- M o U COR _I SPACE x W g `� --- �Q rn ` � z Y t 7 c U o O p I r Q ZZ EO+ STOOP Z Z F hQ.PORCA 0.. Clow- r I - n O W (n cn CD ~N E O 0 0� sk O NQIN O o�M w > I a LA ❑ O ��o M � Q W In a'YVIDE (Q CNC. W N O L^i YVALK O W SEE ADDENDA FOR PLAN O 90'-0• CHANGE PER ELEVATION. SLAB INTERFACE PLAN A ItB � �� r W �3, cn SCALE I/1"-1-0- � F\ S � N X Lu J WLp U m O M NOTES e 7j� INDICATES DROP IN SLAB(SEE DCTAIL) U VMIPf MINIMIM FOUNDATION DEPTH,WIDTH,REINFORGINO STEEL AND ADDITIONAL EXPANSIVE SOIL REWIfm ENT9 0 WITH THE SOILS REPORT. L) a REFER TO STRUCTURAL w ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN HERE 4444 4444444 D w FOR HARDSGAPE w INFORMATION REFER TO LANDSGAPE PLANS ®®�4 4444444 �� -- 7R/WI i U WYGLI WWAMEIR � SPACE T PT I. J a HASONIe oe R FOR 4 4 � MAnoheeT vEr�R TTP. � b a r OR I+ O W y O rA F V J q 7 4 p W m z w z lk Q S chi Xw g < Q(n 7. N xiix F W a 21'-0' ".-0• z sD�-o• O 2 REFER TO SAVO PLAN FOR r� NOTES,DIMEN5101,15,AND [r] SLAB INTERFACE ADDENDUM C ;�ATION NOT SHOYW K a SCALE v,•_r-o• z O o w o � N W N 'N Ea �o O o�M as N� L. co)w�'0JQo O W a-- 31n _ cc o o-, CO d o N C m O H 0 Hp T � R F� � a " W o Um r LU FLOOR PLAN NOTES 1.3,•CLEAR REPR169RATOR SPACE.PLUMB POR WATER SUPPLY. O VLRIPY WIDTH AND DEPTH IF BUILT-IN RCPRISeRATOR. py 2.PANTRY.SEE INTERIOR ELEVATIONS. 4'-0' 41-61 51-0' 4'-2• 6'-4• 2'-I0• 3'-3' 5'-01 5'-0• y'-T• 3.30'SLIDE-IN RAN6EOVEN COMBINATION W/BUILT-IN HOOD, LIGHT t FAN NENT TO OUTSIDE AIW. ------- --------- --- 4.36'COOKTOP YV/METAL HOOD YV LIGHT 4 PAN ' NENT TO OUTSIDE AIR). O B LINE OF OPTT D 5.S6'COOKTOP W/DOY'PIDRAFT FAN(VENT TO OUTSIDE AIR). a a a a U X, OGK�V• X 6.30'COOHCTOP(DROP-IINW W/METAL HOOD W/LIGHT•FAN E NENT TO OUTSIDE AIR)N 30'BUILT-IN OVEN(BELOW). 7.. -I'.XX'DOUBLE OVEN. - 8.BUILT-IN MICROWAVE. 4. OPTIONAL TRASk GOHPAGTOR OPT.40�io MR.OR J 10.OPTIONAL RECYCLE BIN. ACRYLIC DLK �Y(J JZPQ P 11.W-O"TUE/SMOYER YW WATER RESISTANT WAINSCOT TO-1=• p' ��� -- 4030 3L.ITEHPJ 3056 Pb. 6036 DL--__ 30ri6 Fb. APOVE.DRAIµ.U,N.O.PROVIDE SHOMER CURTAIN ROD U.N.O. A k 12:H0T MOP SH/OY'BR PAN.SEE PLAN FOR SIZE.TILE TO T2' ABOVE DRAIN U.N.O. 13. HAND BUILT TILE SHOT E SEE PLAN FOR.SIZE.TILE TO-12' 4 14 ril tl ABOVE DRAIN U.N.O. 14.A X 42'OVAL TUB YV GAiAMIC TILE KAINSGOT.PROVIDE a a a a a a a a a a a r7p3 I I MOTOR ACCESS PANEL AT OPTIONAL SPA/WDROM(P5SA SE / p I• A I BATHTUBS.VERIFY SIZE AND LOCATION OF AGCC-SS PANEL-. m q -0' I 15 ° T I5.SHATTERPROOF GLASS SHOWER ENGL0511RE. I II I PLAN FOR HEIM 2466 Q I - ib:LINER CABINET.�INTERIJORELEVATIONS. ='i' a II r I LIVING a iI % MASTER I D.(5,ECiIALLY SPACED SHELVES. $ I xPe.�. •�I 3o BEDROOM I 4.FA.U.$'VENT TO OUTSIDE AIR " P / M. BATH j O 4' q'-I'Cb. s 20.rWH$'VENT TO ovrslDE AIR ] U q'-I GL6. I Y 2 1.PROVIDE A 18•HIGH PO.PLATFORM FOR NH OR F.A.U.PROVIDE COINBUSTIOV AIR TOP AND BOTTOM AND RETURN AIR GRILLS OR V WALK N _ DUCT AS SHOYN ON HEATING PLAN AS REGYD FOR FAL.ONLY. CLOSE �� I IF F.A.U.AND F.O. ARE SIDE BY SIDE PROVIDE A'IO PLUMBING ®®®® ®a a a a a a U fort' � II c I e'-r PITTING AT .AND A COMBO.$'VENT cON6ECTION FOR DEL. r lO - I - O 1 .'" I 5o I use of EWIPMTBNT. veHRlr Y) pq _II=.= e3 i OPT. I I I n I 2=.14 X 1D'6.1.SGREErED 4 LOWERED COMBUSTION AIR VENT. C --- I 5'-10' 2'i' 3'-0' 36' 440' DEL. t P. 7 I 266D D'-I' I 23.S"DIA.BUMPER PIPE 56'HIGH YV/MIN 12'ENBEDN@lT. y 24.TEMPERATURE R PRESSURE RELIEF VALVE. / I __ _ 25.14"x 6'GARAGE EXHAUST VENT,SCREENED AND LOUdBtED. 7 26.DRYER VENT(MAX.14}L.LENGTH IW-LUDIN6(2)90 DEGREE U I n I > y,_Ip• y_y ION�I• I p ELBOWS.PER G.M.G.5043. I i7 '{ ��.PROVIDE WATLR t WASTE FOR WASHER \ I 01 g'-I"GLb IV I 2D.THAT DRYERS INSTALL®IN A GARAGE MUST BE ELEVATED 50 RE x THAT'PILOTS,Sb"ABOVE ,BURIg7¢5 AND HEATING ELEMENTS ARE A MINIMUM OF ID'ABOVE THE FLOOR LEVEL. \\ 2'. PROVIDE SMITTY PAN YV DRAIN BENEATH WP6HER. I �= oPT. --III RtiO• it DINING I Q`n I 30.2xb STUD WALL. q 1 itEli 9 51.PONY WALL.SEE PLAN FOR HEIGHT. q '1 q-I"C-6. F w ppp9 I 32.BALLOON FRAYED WALLS.SEE STRUCTURAL FRAMING PLANS. (r I I AT OPT. sor, A i V-I'Ca. ) I6 L I 7 33.PLUI-'BIN6 HASTE DROP FROM ABOVE. a' OPT. FIREPLACE / 1"(EDfA ' I r 34.32'X 30'ATTIC ACCESS PANHEL PER GB.G.I505.1. b f le I I DEL.ovBN -r l HI H3uv� 64 -1 BEDROOM 2 I ° 9CALe:11 -11-0• 4 ? 6 K TCHojt�I t I >: .6'-1•' 6 O 35.(Oa PEnAGMG.gOH�),I PROVIDE�i&AS,LI�AND 5�W TI CH. AT LIVING I q ro. _ ry ry 48 n III 9-r GLG. I _ METAL FM _ � ° �I 36.RAISED HEARTMI RFra/IRErtxrs SEPLANN FOR Box SIZE. a 3 " 1O 42 M T IH--' o PROVIDE P.6.AND KEY. XXXXX G 4'-4' I'-0' 3i 39 46 h Y J 51.APPLIANCE FIREPLACE.PROVIDE F.6.(VERILY B-VENT "OR (5 ,y - __ ---------- AND n9RMINAnON REOLIRETNENT3)"TEMGO UL. IA022^"OR 'L I I I _� M' A. 1 2' 4• 38.ELECTRICAL SERVICE PANEL.(SEE AUTIILIITYO FLAW. U �j N I I - , IbR T •s u 16ee I f X• 1 40.56'H16H GUAR G.B.G.GUARDRAIL PER 9. j'� E" r I L---- I-- -I 4 16 Q L1 41.34'-5D'N 3b IGH HANDRAIL ABOVE NOSING PER C.B.C.1003 .3 I�4 I 1 ID 5 0 Q , ' 42.IEYEL POST. D.4 43.2-LAYERS 5/5'TYPE'X'GYP.W.FIRE SEPARATION AT CEILING. 44.FIRE SEPARATION BETYEEN HOUSE 4 6ARA&E TO BE O (D b1.Pa GLb. 7 /<�;�'-I'GL61.\ _ 7 J 4 Q 5/8•TYPE W GYP.W.YV 6d COOLER NAILS AT T•OZ. SLOP* HALL I I� 4-0' 3'i' 3'-2- 4' 4 10 6' S'-10" 3� ' I 'i 1'-4' 10'-4• I f $ 45.FIRE 5EPARATION BETYE£N 2ND.FLR 4 GAR.CLb.AND GL6. /4\ I ry 6 I WALLS SUPPORTING 2N1D FLR TO BE 5/8'TYPE'X'GYP.BD. Iq'-3's C.6. D'-I'G1.6. 4 LI}�of CIA. HALL '� I I 46.5✓5'TYPE'X'GYP.BD.UNDER STAIRS AT EWLOSE!D, T.GRANGE 1,1-0'S Cb./ \ I �f� \N �pryl USEABLE SPPGE.6d COOLER NAILS AT-1'O.G. �1 W 4T.LINE OF CRIPPLE WALL ABOVE. Ra 48.FLAT SOFFIT.5�PLAN FOR lEI6HT. i 4 BEDROOM 3 I s4 LIARC+eP SIT.E INTERIOR ELEV.OR PLAN FOR SPEC, 1, I PARLOR " - - iT ;a 3032 5.-F. IL m$ ,'-I•CLb. SLP&CL6. 1 I - 4D D'-I' i 'I�---rv�lq•-I• rt m I 5 1 SHELF.SEE PLANT FOR FEI6HT. s2.OLA55 BLOCK. z ir ( I •\ 11'-2' i- p.I I 4110-2 6'-0 1 I;D 1 3'-3' � 21_ I-�- � F O f y /A I i D //' I 54.DRF_GE-55ED LUMINOUS CEILING.SEE FLOOR PLAN FOR SIZE AND Z o U Q 4 o a I I I EN R 1� ' S1 DEN/V�T.I 1 I ^ o I SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. Q BEDROOM 4 _t o Ii- - l IG'-I 36 BEDRM. I ! -I I \ I 55.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. X-1 g 8 56.LRE GH°MASONRY VEWITIR SS ELEVATION FOR HEIGHT.SEE p q'-I'G6. O < ui W-I'C-0. T I r 1 gyp 16 SLAB INTERFACE PLAN FOR TOE FT&RETURN DIMENSIONS. 57.LINE OF 42'AAINBCOT.SEE ELEVATION FOR HEIGHT. 5C H Id1 p'-I' aaF 44 T I \ 44 I 5D.LINE OF WAINSCOT FURR'6.5S ELEVATION FOR HEIGHT.SEE p h \ SLAB INTERFACE PLAN FOR MORE INFORMATION. Z JJ w aD 1 x t \ 2660 I 59.LINE OF DECORATIVE PORCH RAILING.SIM ELEVATION. 4 4 I R Y - Q 60.LINE OF EXTERIOR BALCO%Y GUARDRAIL.SEE ELEV.FOR SPEC. Q E n wM n I tr vvH 11 D OPEN 611WARDRRILs SH ALL NOE 1E LESSD ATHANTE56'IN HEI&HT HEII&HT --�- \ ORNAMENTAL PATTI9RN 9Uf.H4 THAT A SPH/EIRE 4'IN DIAFETER //�'► ' y 6 I I 3056 DJV. 3030 D.N. CANNOT PASS 1T•IIROWM.PER G.B.G.5Og3. l PROVIDE DECK DRAIN(S)W/OVERFLOW.PROVIDE 19UILT-M fN H z F 6• p" p. I S'1• 3'-0" 3'-II• 1'i' 1'1• 1'-Y' I'-10 44 6'-ItS 2'�' 6'-10' \ 2'-0' IO'-4X I DECKING MATERIAL BEHRD DRAINS)SO TO DIVERT AATER 10'-la 1'-4' D y� I PORCH / / \ \ 62.ID TOYCL BAR--H&T.S54'ABOVE PIN.PLR O q'-2' 141110' RI N t \ 63.24'TOAf3 BAR-M6T.54'ABOVE FIN.FLR I I q'-I'STIUC40 n / I 64.TOILET PAPER HOLDER-HST.24"ABOVE FIN.FLR. C-Lo' / / \ \ IIOV OU L E r FOR IRRIGATION CLOCK. ----_-_--_--- -- - ------ / \ I J p6.GAS METER LOCATION.SEE UTILITY PLAN. p' OPT. BEDROOM I GENERAL PLAN NOTES - -- - - I461 --2 // // I I 1.ALL INTERIOR DOORS TO BE HOLLOA GORE 1 3/6•TW.U.N.O. O 111�--ll 111----lll I - I GARAGE I (SEE PLAN FOR SIZE).AT DOLBLE INTERIOR DOOR CONDITIONS SCALE.v/•-r-o• PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. AT DEN B EV. B Wm". 25 2.ALL 6ARA&E 5LRVICE DOORS TO BE HOLLOW GORE 1 5/6' m THICK EXTERIOR 6RADE.(SEE PLAN FOR SIZE). ///� ALL HOUSE TO GARAGE DOORS TO BE SOLID GORE 1 3/6'THK. V SELF CLOSING AND TIGHT FITTING.(SIM PLAN FOR SIZE). 0. 4.FOR SIZE).AT DOUBLE ErrRY DOORS TO BE LIDOOR PROVIDE PEADBOLT AT'N boeo 3HxT oWV.OAR. / / eoao 3H3Gn aARA6E DOOR I TOP AND BOTTOM OF INAGTNE DOOR. O 0 0 m _ ✓�! / \ / \ 5.ALL EXTERIOR IRENCAi DOORS TO BE SOLID CORE 1 3/4•THICK T (SEE PLAN FOR SIZE).AT DOABLE rprwH DOOR PROVIDE DEAVISOLT BOTTOM Or INACTIVE DOOR. --- BUILDER SHALL TVER�W W NDOW MANUPACTIRER THAT ALL J[ ______ ------- - I------------ LJ ESCAPE OR RESCUE WININVe SHALL HAVE A MINIMUM NET CLEAR OPMWOLE AREA OF 5.T SWARM PST.THE MINIMUM CLEAR Tt Lo a V I - ---- -- -- ----- OPENABLE HEI6NT DIMENSION SHALL BE 24 INCNE9.THE MINIMRV ■S E V O NET CLEAR OPENABLE WIDTH DIMENSION SMALL BE 20 INC LJ �HES L L, coAND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES = 0 w I3tV. ABOVE THE FLOOR.(PER U.5.G.310.4).WINDOWS NOT MEETING � N THESE REWIREFCJTS SHALL BE BROUGHT TO THE IMMEDIATE O , ATTENTION OP THE ARCHITECT. 3' 'i• S. T D 3• ,�• .WHEN THE OCCU 'EEN PANCY SEPARATION BETY THE 1,01.1E AND 6ARA6E I5 APPLIED MORIZONTALLY,THE STRUCTURAL MEMBERS X• 5LPPORTIN6 THE SEPARATION SHALL BE PROTECTED BY THE '-W-W 2'-0' 04' W q 6'-4• 1'-11• I6'-4' I'-0• EQUIVALENT MREHRE515TANGE CONSTRUCTION.Uwl SEC.302.2) M0 W 2R'-O' 5D'o 50. FOOTAGE C H FIRST FLOOR 2og3 SECOND FLOOR 362 , FIRST FLOOR PLAN A SEE ADDENDA FOR PLAN TOTAL 2475 � N co SCALE 1/4'-r-0• CHANGE FUR ELEVATION. GARAGE 564 x o ��r W W NOTE PI HOU5 yfERE FOOTAGE G ON LATOND OF PO SH EXTENT FOR THISDIMENSIONS MOON Y AN MADE AR ON PLAN O a N OF POTSHF CI OR DIMEHED S ONLY AND MAY VARY FROM THE z O .■, COFFERED Glb.Sim FINISHED SfiINRE FOOTAGE OF THE HOUSE A5 BUILT. Ip U m Yi ii PLAN FOR HEIGHT(S). O FLOOR PLAN NOTES PLY. AA\ I.VERIFY CLEAR RH ANI6l DEPTH SPACE.PLUMB FOR WATER SUPPLY. N� O IT'-0• IS'-0• 16'-10' VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR 2.PANTRY.SEE INTERIOR ELEVATIONS. U 3.30'SLIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, ?. = W T'1" T�1• LIdNT•FAN(VENT TO OUTSIDE AIR). •.\?j�2 (�,• ------------------------------ *______________ I t 4.NEW COOKTOP NV METAL HOOD W/L16H7!FAN `r. .S p.• (VENT TO OUTSIDE Ally. + 1���K$xxr Ixr I� rnaL es�r ix.r I - IS'-6' 1 D 5.36'GOOKTOP YW DOW�IDRAPT PAN(VENT TO OUTSIDE AIR). a a a a U , X. 6.30"COOKTOP(DROP-IN)NV METAL HOOD NV LIGHT!FAN VENT TO OUTSIDE AIR)YV SO-BUILT-IN OVEN(BELOW). I I I.XX'DOUBLE OVEN. I I I I a.BUILT-IN MICROWAVE. 9.OPTIONAL TRASH COMPACTOR. T ; OPT. DECK ; ; OPT. K ; 10.OPTIONAL RECYCLE BIN. 1 1 ----- bau s ----- - r I ----- bo��.,X•, ---- - 11.W-O"TUB/5HHOIAER YV WATER RESISTANT WAINSCOT TO T2" Q 1 I ABOVE DRAIN U.NO.PROVIDE SHOWER CURTAIN ROD U.N.O. 12.HOT MOP SHOWER PAN.SEE PLAN FOR SIZE.TILE TO'12" ABOVE DRAIN U.N.O. t1 I L I IU 13.HAND BUILT TILE 5 OYER.SEE PLAN FOR 51ZE.TILE TO IX Fi ABOVE DRAIN U.N.O. aaaa aaaaaaa 14.bO•X 42"OVAL TUB VL CERAMIC TILE WAINSCOT.PROVIDE MOTOR ACCESS PANEL AT OPTIONAL SPA/Hf(DROFIASSA6E BATHTUBS.VERIFY SIZE AND LOCATION 01 ACCESS PANEL. SHATTERPROOF GLASS SHOVER ENGLOSIIRE. 16.SHOVER SEAT.SEE PLAN FOR HEIGHT. r I I r I I I 11.p LINEN CABINET. SEE INTERIOR ELEVATIONS. _ 2}O• I la.(5)EQUALLY SPACED SHELVES. it o BEDROOM 5 I 19.FA.U.B'VENT TO OUTSIDE AIR. O 2 " °� 4 a 6 L� I I 2 1 PROVIDE ATIB'HISH M.PLATFORM FOR F.A.U.PROVIDE IDE AIR. Y U 4 A. (TT ' I II- o I I I w COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR GRILLS OR x' U *�- I III i r�- LOFT I/ OPT. I I�i.�AND SHOM"AIAIREE SON IDE B�DSI �PRO�VIDE OR PAPLI.P46I!6 d I I FITTING AT F.6.AND A COMBO."'VENT CONNECTION FOR DEL. ®a a aaaaaaa d I 1 USE OF EQUIPMIENT.VERIFY) (q II bS 34 I, BDR. 5 IW/ BTH. 3 I I Q 1 22.14'X Ib"G.I.SCREENED!LOUVERED C01-9l15TION AIR VENT. ♦ I I - i j 9'-Ir GL6. I ;{ 23.3"VIA.BUMPER PIPE 56'HIGH YV MIN.12'EMBEDMENT. I 24.TEMPERATURE!PRESSURE RELIEF VALVE. *- 25.14"x 6'GARAGE EXHPU5T VEIN,SCREENED AND LOUVERED. r BA.1 I O I R r I I " 26.DRYER VENT(MAX.14 Pt.LENGTH INCLUDING(2)90 DE6REE U W-I'G�q!_ IT ELBOWS.PER G.H.G.504.3. 11 l I I I I 21 .PROVIDE WATER!Y-ASTE FOR WASHER. p F J ° I ID I p pry pry I I I 31 2a.THAT OAS DRYERS ISHITGHES,ALLED I"BI11Q LRSR°6EAND r�iuJ6�ATTSSDARE .E•yrU•il R I !I !1 I I I THE FLOOR LEVEL. 29.PROVIIDE 5MITTY PMUM or 15'AKYYVV DRAIN BENEATH WASHER. oqp e 30.2x6 STUD Y'IALL. "a 3I.PONY W HT ALL.SEE PLAN FOR HEIG . aq! 32.BALLOON FRAP1ED WALLS.SEE STRUCTURAL FRAMING PLANS, CC -�- I �•II/,-0'v-�I 4,-0• I 33.PLUhIBIN6 WASTE DROP FROM ABOVE. p' I i+ 9'-3'L OFlIt I Pv II OT. I I NA ATTIC AwCV!SS PANEL PER C.B.C.F3' 2 b' 35 AU-I ATTIC.PROVIDE 30•x 30'ATTIC ACCESS PALL. F -100). PROVIDE FUEL SAS, � � _ 36.METAL IREPLAGE.SEE MANUFACTURE 5PEGGAONS FOR \ q y W RA15M HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. tl W I I II'-6' I (-4'-O• I '�I 'U6' I PROVIDE F.S.AND KEY. XXXXX �tl Iq I I I I 3T.APPLIANCE FIREPLACE.PROVIDE P 6.VERIFY B-VENT ExmN6 y AND TERMINATION REOUIREENTS)AEMGO UJ_.MRH IT�022'OR A =-- --_- _ --- - -- A 3D.ELECTRICAL SERVIC EE E PANEL.(S UTILITY PLAW. U I I 3-1-SKYLIGHT. DN. X• DN. X• 40.56"HIdH GUARDRAIL PER CB.C.504. Q I 16R. I 4 4 I IaR I 4 41 .34'-3D'HIGH HANDRAIL ABOVE NOSING PER CBE.10039.3.6 m I I I I I I ^ 42.NB•EL POST. `a 43.2-LAYERS 5/5'TYPE'X'GYP.BD.FIRE SEPARATION AT CEILING. n - _-. T 44.FIRE SEPARATION'X"oy BETWEEN HOUSE!GARAGE T " (^ 5/a'TYPE'X'GYP.BD.W/6d COOLER NAILS AT T.O.G. 45.FIRE SEPARATION BETD FL 2ND.Be •GAR GIx" AND (H I BOEPL�pIWTO 1 3'-0' ry � ry I 4 41 IBo' TO ry � WALLS 9l1PPORTING 2ND FLR TO BE 5/5'TYPE'X"GYP.�. I I I /� I 46.5/A5 TYPE'X'GYP.W.LN V E R STAIRS AT ENGLO5ED, r I I �4 I r r I I I r USEABLE 5PACE.bd COOLER NAIL5 AT I"O.G. p 47.LINE OF CRIPPLE WALL ABOVE. lk 45.FLAT SOFFIT.SEE PLAN FOR HEIGHT. 1626__ 16126 -y 16. -4 1626_ 16�26 _I6]b 49.ARCHED SOFFIT.SEE INTERIOR ELEV.OR PLAN FOR SPED. ----F6. 50.LINE OF FLOOR ABOVE. 30 32 51 SHELF.SEE PLAN FOR HEI6HT. 52.d_ASS BLOCK Z O 53.DUCT C4A5E.VERIFY W/H.VAE.DRAWINGS. 54.REGE56MD LUMINOUS CEILING.SEE FLOOR PLAN POR SIZE AND J o U SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. 55.LINE OF SYNTHETIC STOPS VENEER.SEE ELEVATION. X d y ro S •'a7 4'-0' S'1' E'-9' 4'-0' S'-S' 2'-0' 2'-0' S'-S' 56.LINE OF MASONRY VENEEIR SEE ELEVATION FOR HEIGHT.SEE x 0f f+ SLAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. 0 •Z, 5-I. Tl- LII.E OF r2'WAINSCOT.SEE ELEVATION FOR HEIGHT. 0 x 16'-10' 5D.LINE OF WAINSCOT FURR'G.SEE ELEVATION FOR HEIGHT.SEE -C a o U Av SLAB INTERFACE PLAN FOR MORE INFORMATION. Z W IS 59.LINE OF DECORATIVE PORCH RAILING.SEE ELEVATION. o 60.LINE OF EXTERIOR BALCONY GUARDRAIL.SE_ELEV.FOR SPEC. Z F m TOP OF GUARDRAIL SHALL NOT BE LEGS THAN 56"IN HEIGHT. 0 OPEN 6UARDRAIL5 SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4'IN DIAMETER CANNOT PASS THRDOSH,PER C.B.C.50A.S. I..L [1 o u •� W b I PROVIDE DECK DRAIN(S)W/OVERFLOW.PROVIDE BUILT-UP Z DECKING MATERIAL BEHIND DRAINS)90 TO DIVERT WATER OPT. B D RM. 5 LU/ B�4. 3 s s AWAY FROM R-HS(5. 62.I6'TOWEL BAR-HST.54"ABOVE FIN.FLR O 65.241 TOWEL BAR-H&T.54"ABOVE PIN.FLR. 5W $cALe vr'-ro" 64.TO PAPER HOLDER-HST.24'ABOVE PIN.PLR AT LOFT 66.&A5 METER LOCATION.sff UTIL�PLAX a GENERAL PLAN NOTES a .ALL INTERIOR DOORS TO BE HOLLOW CORE 13/6'THK.U.NO. C (BEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR GONDInONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. WN 2.ALL GARAGE SERVICE DOORS TO BE HOLLOW CORE 1 3/6" THICK EXTERIOR GRADE.(SM PLAN FOR SIZE).S. ///yyy1///''//�/�� SELF GLOr IN6 AND TIGHTT F�N&.SEE PLAN FOR SIZE). 7HIIC. �o B 4.ALL ENTRY DOORS TO BE SOLID CORE 13/4'TYHIGIC(SEE PLAN N 6 N (L, X. FOR SIZE).AT DOUBLE ENTRY DOOR PROVIDE DEADBOLT AT O N Ca TOP AND BOTTOM OF INACTIVE DOOR. O ci Q M 5.ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4'THICK = J U I (J<,' (SM PLAN POW SIZE).AT DOUBLE FRENCH DOOR PROVIDE DEADBOL P T AT TOP AND BOTTOM O INACTIVE DOOR. m W r b.BUILDER SHALL VERIFY W/WINDOW MANUFACTURER THAT ALL Lx W R RESCUE W .� ESCAPE O INDOWS SHALL HAVE A MINIMUM NET CLEAR Q,� 0O M THE OPENABLP fE�DIMENSION SHALL MINK"THE CLEAR IMIUM 1'! J<- NET CLEAR OPENABLE YUDTH DIMENSION SHALL BE 20 INCHES W i V) AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES = c OJ ABOVE THE FLOOR.(PER U.B.G.310.4).WINDOWS NOT MEETING C pp THESE REGUIREMENT5 SHALL BE BROUGHT TO THE IMMEDIATE i o N ATTENTION OF THE ARCHITECT. T.WHEN THE OCCUPANCY SEPARATION BETWEEN THE HOUSE AND C GARAGE 15 APPLIED HORIZONTALLY AL,THE STRUCTUR MEMBERS X. X. SUPPORTIN6 THE SEPARATION SHALL BE PROTECTED BY THE EQUIVALENT FIRE-RESISTANCE CONSTRUCTION.(115G SEE.302.2) �G W `O r SECOND FLOOR PLAN A M� M uj v $CALF-1/Y-1-0 I \ "oW W x o � J W I UTILITY LEGEND SURFACE MOUNTED GEILINb LIGHT FIXTURE � F 1 RECESSED LIGHT FIXTURE '' fie,.., -----------------------7 111� " � O I HANbIN6 LIGHT FIXTURE a a a a V I 1� VP. RECESSED LIGHT FIXTURE W/VAPORPROOF LENS ..+ • E" COVER. (bFGI AT HYDROMA55A6E BAT/NB5) W \ I VA[IFY I ✓� WALL MOUNTED LIGHT FIXTURE 1 LOCATION 2ZOV.W.P.W/ I.80" T WC WP. .DO' I DISGOwYEGT AT / ,Ih I Nye �T WALL.MOUNTED SCONCE L16W —1 W vz SURPACE MOUNTED FLUORESCENT FIXTURE/UNDelt V, ��� � J -- [f NOT CABINET LI6MT FIXTURE rlor FLUSH MOUNTED STAIR TREAD L16HT. �_— RECESSED FRACTIONAL HP EXHAUST / I N FAN, .Sy SWITCH CONTROLLED 'O $ a N II \ II RECESSED COMBINATION LI6NTiEXN/�M'T FAN, i AS LR � LIVING r✓- II — \ �� M BEQOOM SWITCH CONTROLLED n m \ t I / RECESSED COMBINATION EXFWP3T FAN/HEATER v L) \ M BATH/ / SWITCH CONTROLLED k t k W f II \ I WALK IN / I / pN. I20V DUPLEX CONVENIENCE RECEPTACLE m GJI GJ X \ I CLOSETW 220 240V 5IHOLE CONVENIENCE RECEPTACLE Q®�® a a a a a a a —II III d \ 11=__— i I INOT V 120 DUPIex coNverNlerrx+tecerrACLe, SWITCH CONTROLLED,1/2 HOT a 120V QUADPLEX CONVENIENCE RECEPTACLE, F U 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW x ® I (INCL.INSIDE CABINET OR ABOVE AT GEILIN6). 0 WG In 20 r ,I ---� \\ I \ DINT G j �. 'iior AP. Izov,WEATliL1tPROOP DI.PI.tX GoxVeNIeNGE ❑❑ jRECEPTACLE a IP1i. F6i 120Y,bROUFID FAULT CIRCUIT-INTLItltUPTGR(6PGU OFT. FIREPLACE / MEDIA �I��,.� `�" � / ��I � BED�ooM � � DUPLExcoNVENIarERECEprACLE SCALE.VM r-o• - �Ri Ic / 5'-6• 11 iI HP. 120V,WEATHERPROOF b.F.G.I.DU'L.EX CONVENIENCE x AT LIVING O KIIT, HE I / � II / � RECEI`TAGLE � w % DEDICATED COt PU ovn.ET 120V FLOOR TYPE DUPLEX RECEPTACLE,YVC0VM a z - A. ` \/- O N - SINGLE POLE LIbHT SWITCH F /�f1 / \'/C"\` _ Y W THREE YW�. LIGHT SWITCH - FOUR-IW.Y LIGHT SWITCH Q I N. I — w — HALL -4} L _ � SINGLE POLE LI6Hf SITCH W/DIMMR CONROL p I ae 1-IALL ���( ..�I \ /rn = _�.( \ T-� PH. TELEPHONE.lAGK '� W ust TV. TELEVISION ANTENNA/GABLE JACK PARLOR // I—— — _ __ __ �� AU ° BEPROOM 3 voo BUTTON FOR DOOR GRIMES OR GARAGE g ... DOOR CHIMES O / II I l I �T THERMOSTAT,VRFY LOCATION WITH HEATING• :3ENRY DEN/OPT.4 AG LAYOUT X? BEDRM. S O JUNCTION BOX,WIT/COVER OR P R ADATO AS / \ I REdWIRED O cxi q " o U \ a / A ® SMOKE ALARM,IGBO APPROVED,CEILING Z� m O MOUNTED.HARD WIRED AND W/BATTERY BAGKLPHOT � E„ CEILING FAN JUNCTION BOX,WITH COVER OR (n O O ,QOq a �• o '--- -. -. __ '\ ADAPTOR AS REQUIRED N Z F tm a n z I WP' \ /,\ �• O LI6HTED ADDRE55 516N(VISIBLE FROM STREET) I —-—- (LOW VOLTAGE)TIED TO PHOTOCELL. z II O I I PORCH �- � VACUUM LOCATION. cn I I ------�---- ----------- Ar GL6. AT Glb. STUB OUT FOR VG DEDICATED CIRCUIT FOR VACUUMSYSTEM ------�---- ----------- Y, &A5 METER M 20 AP.MIN. kl 11 �- SECURITY SYSTEM MASTER UNIT All \ z OPT. BEDROOM 4 \ FLOOR DRAIN(PD)OR AREA DRAIN(AD), O AT DEN SCALE 1/4'-r-o• \ ELECTRICAL As NOTED � (d -\ µa• SEIMGE PANEL f O R00F DRAIN(RD) c ) a \ TII�IRRICYATON i VC W N HB HOSE BIBS RIB) .� E 00 a He YV HOSE 515D W1TH SHUT OFF VALVE(HB/s V) O O o¢M ++ FUEL&A5 oUTLEr(FG) J x m W n o \ \ \ 14, A -- _..-_ +* LOOSE KEY VALVE(KEY) (D =CS O M ¢^ 0 \ �' _ ,p0• �W WATCR STUB FOR FOR PO ICE MAKER W - - _ �3 OD N NOTES: 0 SEE ELEVATIONS FOR EXACT le LOCATION OF LIGHT® I. MECHANICALR VENTILATION FOP.TOILET COMPARTMENT5 AND ADDREss SIGN. IQ SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR. G.G.G.'203 3 /yam 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW W PREVENTION DEVICE AT ALL HOSE BIBBS. G.P G 603 4 O 3. SHOYER5 AND B-SHOVER c4;mmNATIONS SHALL BE PROVIDED VV ITUNDIVIDUAL CONTROL VALVES OF THE PRE55URE BALANCE OR THE THERMOSTATIC MIXING Q FIRST FLOOR UTILITY PLAN VALVE TYPE. 420 0Pa � 4. GAT 5 R6 6 WIRING W v� !A LL SCALE 1/4'-•-r-o• 5. ARC-FAULT CIRCUIT INTERRUPTLRS ARE TO Be E [� F- yu/ USED AT A BEDROOM RECEPTACLES J C �- x W o U W O cc i I UTILITY LEGEND SURFACE MOUNTED CEILING LIbHT FIXTURE \\� o Z 2 i r___________ ___II I l` � 0 i U li VP. RECESSED LIGHT FIXTURE Y%/VAPORPROOF LENS E-F 1 COVER (&FGI AT M/DROMASSAGE BATHTUBS) w I I I I i I I WALL MOUNTED LIbHT FIXTURE Ew" II I I 1 WALL MOUNTED SCONCE LIGHT W 1 SURF INET l-16W IX FL/0RE5GENT FIXTURE/UNDER mm CAB FLUSH MOUNTED STAIR TREAD LIGHT. aaaa a a a a a a a TV. REGE9SED T SHI �LLED_ HP EXHAUST FAN, tpn �- \ REGE95ED CONBINATON LIGHT/EXHAUST FAN, ,p Y 4 aN. SWITCH CONTROLLED t) T BEDROOM 5 I�I SWIREGESSw com I®ON EXHAUST FAN/HEATER W \ $_ _ x � 120V DUPLEX CONVENIENCE RECEPTACLE rv. 220 240V 51NGLE CONVENIENCE REGEPfAGLE a a a a a a I \ LOFT 1/2 12CV DUPLEX CONVENIENCE Re, --LE, \ HOT SWITCH CONTROLLED,1/2 HOT L�-- 8 �.y S L--- \ + 120V QUADPLEX CONVENIENCE RECEPTACLE, W t. 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW U (INGL.INSIDE CABINET OR ABOVE AT CEILING). ga G \ 0"P. 120V,NEAT/ERPROOF DUPLEX CONVENIENCE \ \ RECEPTACLE 120V,bI¢OUND FAULT CIRCUIT-INTERRUPTEI¢(6FGU � f3. DUPLEX CONVENIENCE RSC E' AGLE z PP. 12OV,MATHERPR.00F 6.F.G.1.DUPLEX CONVENIENCE �. LOFT `p\p�,�yT \ \ RECEPTACLE I w _-- �( Q $ DEDICATED GOHWTER OUTLET - z 12CV FLOOR TYPE DUPLEX RECEPTACLE,WCOVER D W 91NGLE POLE LIGHT SWITCH I / �� THREE-WAY LIGHT SWITCH c. Q lar �4 FOUR-WAY LIGHT 5HITC 4 `. a 51N&LE POLE LIGHT SWITCH YV DIMMER CONTROL PH. TELEPHONE JAGIG p w �--� TV. TM-EIA51ON ANTENNA/GABLE JACK Z PUSH BUTTON FOR DOOR CHIMES OR SARASE d .� DOOR OPENER z ••• DOOR C4IME5 : o F EF T THERMOSTAT,VERIFY LOCATION WITH HEATNS 4 U AG LAYOUT X OJ JUNCTION BOX,WITH COVER OR ADAPTOR AS -0 x rn U � m x OFT, BDRM. 5/BA, 3 REQUIRED zJ " d a ? U O5 SMOKE ALARM,IGBO APPROVED.CEILING MOUNTED,HARD WIRED AND NV BATTERY BACKUP Q� F 5CALE 1/4-r-O" Z Q W AT LOFT 0 GMLINS FAN,1NCTION BOX,WITH COVER OR V pop, o x $ o ADAPTOR AS REQUIRED W QUIR S 4 _ e ff) a a O LADDRESS TIED TO I N�TOCELL.M STREET) (LOW VOLT U) O -�-'� VACWM LOCATION. 5 — VG DEDICATED CIRCUIT FOR VAGINA SYSTEM a 20 AMP.MIN. � - SECURITY SYSTEM MASTER UNIT ,tea z 0 FLOOR DRAIN")OR AREA DRAIN(AD), AS NOTED00 O O //�/� O YA/` POOP DRAIN(RD) '^ � HIS HOSE BIBB(HIS) V: W ~� E50 11. N N ON La 1 HIS W/ H05E BIBS WITH SHUT OPP VALVE(FB/SOV) O O a SOV >U ++ FUEL BA5 OUTLET(F6) = m W^ fs. LOOSE KEY VALVE(KEY) CD C U O M /,�,, WATER 5T1.8 OUT FOR FOR ICE MAKER Lu� 3 N ■ cc .9 00 N NOTES: IOA•O, I. MECHANICAL VENTILATION FOR TOILET GOI+IPARTMENTS AND Q BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR Cm CHANGES PER HOUR. - c. 203.3 M 2. PROVIDE L15TED NON-REMOVA15LE TYPE BACK PLOW W PREVENTION DEVICE AT ALL HOSE BIBBS. �I.003 4 O S. SHOYIER5 AND TUB-SNOM!R OMBINATIONS SHALL BE PROVIDED Y'V I C NDIVIDUAL CONTROL VALVES OF THE R PEESLIKE BALANCE OR THE THERMOSTATIC MIXING Q VALVE TYPE.G.P.G.420. SECOND FLOOR UTILITY PLAN 4. GAT5RG6NURING " o W 9CALe-vY-r-O' S. USED A LPL 1RCUIT ^INTERRUPTERS ARE TO BE S Z ui z r W 0 i 0 1� 0 SEE PLAN oam�PLAN 0 4444 \t zo OPEN To (y J X- _t. FAMILY [+:� A �y 4444 4444444 CAI q PANTRY "4 �O• :P �� D 0 9"y� IV Q SPACE -Ir-I OVEN �l111C1 SPACE III '\�jl SPACE / SPAGE - Y 6 r r-f ryas piee ryp� Zt� k�i51p -�a G� �C� I s 4�44 4444444 a, V921PY vtRIFY 7 V9¢IFY oJ' VERIFY VERIFY �v�P Q` KITCHEN STANDARD OPTION DBE. OVEN � NOTE: CABINET ELEVATIONS ARE SCHEMATIC ONLY - SEE SHOP DRAWINGS BY CABINET MF6. scALE sro. I'-0 NOTE: MOUNT ALL SHOWER HEADS AT '95" HT. ABOVE TU5/5HOWER PAN. (DRAIN INLET) b the a Zia 17 >.'� .�, SM PLAN SEE PLAN NIOFE U F a WINDOW ` WINDOW MEDIA U elu I 1� PAINT di wooc MANne L L• Pr4i MRA A"TV'-E U p `> r------ - -, e64 Q QQc=3 a•OGi.TI 4 Z'-6•MIN. EUowuI+D i0 1 m - Q ' / I / I Q Z4•x96•eox 24'x96'eoX Z -- 0 0 ?• Z ry`�t� 2� 'i\� k Ukr ,c 6�141 ry�� �'� 5-0, Q W MASTER BATH�v P" T BATH 2 LAUNDRY OPT. BATH 3 FIREPLACE OPT. FIREPLACE 0 Z o i~ 8 AT PARLOR AT LIVING ROOM x�Q V) �' s W Q ' O Zia F a B B � Nz F w a rn z a op T. Ib z D.4 � 31 36" LOFT W o D4 I I I I E �o� p DN. A Up I I I O � v a i`Vr, Q Ql� 6R Y•tII_I �GOAT5 I _ J = m w^ a � � w a - �- �,_. � i o o M J Q M Ib OPEN TO W i 31nv 0 34 VA41 BELOW I �_.. co N 000 ■ 46 BA. 2 IT 33 46 BA. 2 C 4 T1'P. 0 31 SECOND FLOOR FIRST FLOOR � N y � SGALE s/9•.I-O• 9GALE�sro•.I-0• ��'1 �3� � � h SECTION B 5ECTION A z o N W SCALE: 3/8- I'-O" SCALE.- 3/8- I'-O" m �'m o SECTION NOTES ice\ 1 FASCIA BOARD.SEC ELEVATION. 12 2.5ARbE BOARD.SEE ELEVATION. S. EXPOSED RAFTER TAILS. '.1� U 4 r- 4.RR00FIN6 MATERIAL.REFER TO ROOF PLAN NOTES. TIT. 5.ROOF SHEATHING. '7�'�1s {{CG D 6.HEEL STAND TRIS6ES. TRUSSES D.61RD9R TRUSS. a a a a 9.2X ROOF RAFTERS. O.2X ROOF JOISTS. I .2X CEILING JOISTS. ].RIDGE BOARD/BI! TOP PLT. TOP PAT. 3.FLUSH BEAM. 14.DROPPED BEAM. W 15.HEADER Ll b. IX OVER 2X TOP PLATE AT NON-SEARING WALL. 4! - I 7 DOUBLE 2X TOP PLATE AT EXTERIOR l BEARING WALLS. O 16.2X FLOOR JOISTS. TYP 12 S.DESISNED FLOOR TRUSSES. aaaa a a a a a a a 20.FLOOR SHEATHING. C MASTER " 21 �.61.FLASHINNS AND SNSIACOF TADDDLE RICKET. BEDROOM BEDROOM 2 BEDROOM 3 '`P GARAGE "p A �3.EX-05M BEAM. 24.2X SOLE PLATE. 25.2X P.TDl.SILL PLATE. d S 6' 26.2X4 STUDS. PIN PLR TL.G. Y 25.OX GELLING FURRING. 24.2X BLOCKING. F 30.2x6 STUDS. V a 31 .PONY WALL.SEE PLAN FOR HE16W. ®®®a aaaaaaa % 4 32. IN6 PLANS,STRLG LL TURAL CALGATIONS AND GENERAL NOTES. SECTION D 33 M)2X STAIR STRINGERS. SCALES V,".i'-O• 12 34.PLYWOOD TREADS AND RISERS. 35.riINDER STAIR FRAMING ri/PLYWOOD TREADS. 6 -� 4 36. RIP 2X DECK JOISTS FOR 1/4'FEIR FOOT SLOPE. U 37.ELASTOMERIC DEC41IN6 OVER PLYWOOD 5U5PLOOR. INSTALLE7 TO MANUPAG7UREIR'S SPEGIPIGATIONS. 3D.2X 'NAIL 5PACm"DECKING. 3 S.CONCRETE FLOOR SLAB. 40.96'H16H GUAR ER GE.0 GUARDRAIL P .x q. q WG 4 1.34-3D'HI6H HANDRAIL ABOVE ROSINS PER C.B.G.10053.5,6. q 2 42.FIBERBATT INSULATION-SEE ETERSY COMPLIANCE SHEET. 43.2-LAYERS WS"TYPE'X'GYP.ED.FIRE SEPARATION AT CEILING. TOP PLT. 12 TOP PLT. 0. 44.FIRE SEPARATION BETY'CEN HOUSE/SARASE TO BE C C:7 5/D'TYPE"X'GYP.BID. W/6d OOLER NAILS AT 7"O.G. 45.FIRE SEPARATION TYCEN 2 TOO 5/D T7PG FL B LO AND WALLS NG BD. •� 46.5/D'TYPE'X'GYP.BID.UNDER STAIRS AT ENGLOSm• W USEABLE SPACE.6d COOLER NAILS AT 7"O.G. G 47.WS'GYPSUM WALL BOARD LIVING ! KITCHEN PARLOR 6 46.1/2'6YP5UM WALL BOARD W 4S.EXTERIOR FINISH,REFER TO ELEVATIONS. V • 50.EXTERIOR SOFFIT(SM ELEVATIOW. .G.+ F j 51 .SHELF.1/2'GYP.BOARD OVER 5/6'PLYWOOD. ] ATTIC F.A.U. NOTES Cn o TOP FAT. FIN FILM PIN Fl.IR. ioneio� W 1. FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTI IN G OR 4 Q5 ] 4T 4I R A FURRED SPACE. M Tyr. 21 6 SECTION LA 2. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORING. LOFT/ OPT. BOR. 5/ f� "A`E 3 ATTIC OPEllN6 AND PASSA WNAY SHALL BE LARGE ffl, H .(--� BATH 3 -��\�~ TTP. FOR REMOVAL or FURNACE. TYP. 42 14"TJI 1 /� r ••' I D 4. MINIMUM 24'WIDE SOLID GONTINIOUS FLOOR FOR O ] ]O IA 91 1/ r. 5. FURNACE SHALL BE NOT MORE 714AN 20 PT.PROM ATTIC o FIN PLR OPENING_ o $ L) 0 �E+ TOP FLT. 41 TOP PLT. 6 IN FRONT OF EQUIPMENT. rum PROVIDE UNOBSTRUCTED LEVEL WORK SPADE OF 30'x 30,MIN. - ` o - -- IS 1. VENT THROUGH ROOF A MIN OF 5 PT.ABOVE THE HI6HMT VENT 1T 4D TYP. COLLAR WHICH IT SERVES. < N w U W 6. Z 42IA �� FURNACE INSTAJJ_ATON SHALL MST ALL LISTED GLEARANGES. ZWE4. RAISE PLATFORM AND PASGASEWAY FLOOR SUFFICIENTLY SO �F p. mINSULATION BENEATH MILL NOT BE C.OMPRESSED.M. BATH DINING DEN/OPT. r wGARAGE NBDRM. 4 GENERAL SECTION NOTES � �' z " F �26 0 ],y 1. REFER TO STRUGTLRAL EN61NMER5 DRAWINGS,DETAILS AND OM FIN PLR T.O.G. NOTES FOR INFORMATION NOT SHOWN HERE. f/) 2. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOWN HERE. 3. SECTIONS REFLECT THE'A'ELEVATION U.N.O. }i 4. ROOF 5LAPE(S)AND OVE¢HAN6(S)MAY VARY PER ELEVATION. O 5ECTION C REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH WALE:vr_F-o" ELEVATION FOR MORE INFORMATION o W 0 Q cn mayA)` 47 TYP. o �pN 0.. LOFT/OPT. BOR. 5/ M. Q o M BATH 3Lu J = > M b I I z Z� �^ N 1 Ili M I Q 1 •ra W L 3 In V Cc o 14 TOP ELT. co J coW H o � 34 4D 4T qw ]D G • W KITCHEN 33 46 BA. 2 HALL BEDROOM 2 O TYP. .y 31 Q FIN PLR � o'z W 11 o Q� ca QD CI a SECTION A ° �ml N x J O U� o (,.ITM.M. ELEVATION/ROOF NOTES lonaos �'r. � E7 I. 2x6 FASCIA,SEE DETAIL. 2. 2xb BARGE,SEE DETAIL. 41 41 I.I Ib \ _______ 3. x EXP05W RAFTER TAILS Al SHAPED ENDS,SEE DETAIL. S �" ___ ______ NOTE,ALL RAFTER TAILS TO BE EGTUALY SPACED.FRAMER ' _ TO COORDINATE YUTH TPM*S ENGINEER. IyI I(U] ;: PS I 4. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH.OR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERI �I A2 LIC 6. (I)GOAT 9TCO SYSTEM LGBO.•XXXXXXX \� U O I;J I •I O I AREA-2 EXIOR RISEE SOFFIT.F IS"C9 NOTES. (A)ROOF M. b. EXTERIOR OAVE PLYWOOD ClI ED DORMERSI S 9. TON6UE-AND-6AOOVE SOFFIT. I I D.I 10. SPACED x VERTICAL WOOD TRIM AT.O X O RD OVER I I n EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. per»• I C I I 11 I I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. ]I 23 AT opT. 12. EXTERIOR 6RADE PLYWOOD OR M.D.O.BOARD. W I I�uI I I .I I3. OOD LATTICE O/EXPOSED PLYWOOD OR MD.O.BOARD. q BUILDING 14- FOAM TRIM,SEE ELEVATION FOR SIZE. E LINE - 14 I'X6' O M. I - TOP ELT. IS EXPOSED W0017 TRIM,SEE ELEVATION FOR SIZE. Ib. BUILT-LP'CURVED•PLYWOOD TRIM OR MDA.BOARD. Q I O O I HI� D.I ROOF LINE 2'X4'O/ I IT" FIXED SHUTTERS,SEEELEVATION FOR SIZE. I I I I 2'XIO' I 0.2 IH" POT",�F$"F,SEE DETAIL- .7N RIDGE I � Cl RIDGE I ',T _M. 6' ---H` 19" PROVIDE 6.1.FLASHING AT ALL EXPOSED WOCD TRIM. h I I _ - - ---- ----- 20. CONnNUOU9 6.1.EXTERIOR PLASTL•R 9GREED,SEE DETAIL. R� q �J I I FF 15•DIA 212. 6.1.FLASHING ROOF TO WALL. Y �j- OI I Q I j1 I 97 _2•Dp. 2 . G.I.FLASHING AND SADDLE/CRICKET. M "� I I I 0 25. APPROVED TERMINATION GAP YV SPARK ARRESTER FROM & ]I FIREPLACE MANUFACTURER. U �_______ _ M. 24. NVE k k % I 25. TININ-SETMA90RY H.NEN.SONIR�I'VENIMR. (jj _rjj Y n --_-- 4 I I IC, 26. SYNTHETIC,STONE VEER.I.CB.O.M XXXXX s II D.t I I - - - - -- - - - - - - - _ D.I 27. SHAPED FOAM CORBEL,SEE DETAIL. d$V IL�I AREA-I '�• I ;--T IN. aI 25" SHAPED WOOD CORBEL,SEE DETAIL. a�'a a a a L AO)ROOF qI TOP PLT" _ TOP PLT. 29. x YIOOD POST(S). OOIWCR9 Q I I 1 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. 3 I. MANUFACTURED COLUMN. 32. PRECAST COMPONENT/TRIM,SEE DETAIL. 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. U 1 I I I E I M 54. METAL RAILING,SEE DETAIL W pW 4 i - D9 _ 35. WOOD RAILING,SEE DETAIL. © I ; < 14 AT DR. M 4 I 26 T,F i 36. DECORATIVE METAL,SEE DETAIL. I'X4' I c 37 EXTERLOGATIIOI DEPTH AND SIZE`OF FINISEE ATIOPENON IN6. X4 D.I 38. 0.1.SCREENED L.OIM'RED'GABLE END VENT', ,0 SEE ELEVATION I OR VENT SIZE AND LOCATION. ION)REQ'D. 13 Er _ M. ATTIC VENTILATION CHART POR MORE INPORMATIOW. 41 L 1p In _ _ _ _ _ _ _ _ _ I' - 24 - - Lzal 39. VENTILATREENED ARTFFOR MORE (O MREGUI�ATTICvFIN I L - - 40- DECORATIVE(FAUW.�VENT/LOWERED BOARD,SEE ` s, �y O ELEVATION 4 1- 6.WTTEK AND DOYM9POUT5,LAYOUT TO BE PIELD a 42" 6.1 R M .DIVERTE. 4'X6 49. LIGHTED ADDRESS SIGN. y (y 44. LIHE Cr INTERIOR CEILING OR INTERIOR WALL. f 45. MECHANICAL TUB ACCESS PANE",COW+OSION RESISTANT, u VMFY LOCATION.46. G.1.RESLET FOR COLOR GOAT CHANGE. -±; P. ROOF PLAN IX-A FRONT ELEVATION IX-A EXTERIOR FINISHES SCALE/V•I'-O• 0 7 SCALE I/4'•Ib' IOAym S f� Ill I�...�' H ALL EXPosED PLYwooD To BE EXTERIOR GRADE. �1 W ALL FxPOFiED WORD TRIM,PLYWOOD,SHUTTERS,POSTAND CORBELS TO BE RESAHK U.N.O. RAD. N ROOF PLAN NOTES Q o INDICATES 4,12 SLOPE UNLESS NOTED OTHE 41SE o U DETAIL A RON PLAN. Xoz o FOAM CORBEL N.T.S. TYPICAL ROOFING TO BE GONG.5'TILE EAGLE ROOF TILE" ILB.O.•ER 4660 OR APPROVED EQUAL ;a � iLrZ+ TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12' W LL V 17 00 U UNILE%NOTED OTH MISE ON ROOF PLAN. Z W OO m '� uro O TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12' Q Y.. UNLESS NOTED OTHERWISE ON ROOF FLAK -jOQ O C x a REQUIRED ATTIC VENTILATION TIC ATTIC VENTILATION CALCULATIONS FM GEL.SECTION WSJ.) e/oa AS POLLOM. (A)ATTIC AREA(SMARM FST). 0 W DIVIDE W BY 3O0 AND K&TIPLY BY 144 TO GALCAAATE THE TOTAL RI=RED NET FRS VENTING AREA IN SWAM INCNL9.DNIDE TOTAL REFER TO BASIC PLAN FOR BY 2 TO OCT THE NET FRS VENTING REaARP9 BOTH MOH AND LOYN NOTES, DIMENSIONS, AND -AREA DIVIDED BY W(HION AND LOA VENTING NOT R5WIRED) a (G)TOTAL SMIARE INCHES OF MT FRS VENTILAnN6 AREA PROVIDED INFORMATION NOT SHOWN BY GABLE 04D Arne.VENTS.(9S BELOW POR MIN.So.IN OP TTr PRIM AREA FOR EACH VENT) ® .&ABLE END VENT HERE (0)TOTAL SQUARE INCHES OF NET PRIM VENTLATIO6 AREA PROVIDED 7 BY ROOF AIR V6IT5.015 54L IN.OF PRIM AREA MIN.EACH VENT) O W 0•HI&H VENT g•LOY4 VENT 0O (U TOTAL O JNRE NET FRS VENTILATING AREA FROVIDm cn Dl'UNDER SAVE VENT NT BLL OCKS.(12 SO.IN!X FRS AREA MIN.EAGW ww`` W N O.VENT BLOCK AT TM)5 BAY W ~O R. (F)TOTAL SQAARE INCH RS CS OF NET F VENTIL.ATIN&AREA PROVIDED �N O 06,0 w J = (n a (nW^ o PLAN A B G a\.-".�D E F d) A G = bABIP BJD 'ONA61N EAVL TOTAL A` �W M "IX-A" ARC, VEMIws VE»5 cGRNliVlMT6 VENTS VBlTIN6 W =U'O M P.lm.FT)ha Iw (Gi INU �VI Z (!G.N) lbG.IOU 1'✓m IOU � J Q v AFZA.-I 2-4 wA »a» (el9s•aw L O we» wA Low uxrxo CO >fE s� nmaa. 512 T O W AREA-2* 500 480� WA (4kt5.� • I.�AI 512 i O J �. o N NOTES' I.NET FREE VENTING AREA PROVIDED BY EACH VENT t9 BASED ON ASGL44M VENT SIZE AND PREE AREAS.FIELD VERIFY THAT THE Q MINIMUM'REQUIRED VENTING'AS LISTED ABOVE IS PROVIDED FREE VEWIN6 FOR IN VIVIDUAL VENTS IS DIFFERENT THAN ABOVE. Gm 2.ALL VENT OPENINGS SHALL BE COVERED YW 1/4'CORROSION RESISTANT METAL MESH.(IF MESH 19 LESS THAN 1/4'THEN THE NET FREE VENTING AREA OF VENT MUST BE INGREA��TO ALLOW O FOR REDUCED AIR FLOW) 3.P1W,M SHALL BE RI!54 1BL-FOR GOORDINATIN6 YV TR155 MM TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM Q WHEATHUt-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLJI5HED WITH 11019TOP•IN THE_A?'E MANNER PRESCRIBED o= W FOR WINDOW INSTALLATIONS. TL 5.PROVIDE APPROVED INSULATION 12A 45(BAPPLE9)V#*3W VENT BLOGK3 ARE LOW BETYimw ROOF FRAMItN TO PREVENT VENT HOLES m Z y3 w ■ PROM SIN&BLOCKED BY INVAATION. n V 6.LOCATE HI&H VENTIM9 MINIMUM S'-O•VERTICAL DISTANCE ABOVE SAVE VENTS. O n,N 7.PROVIDE ACCESSLI AND VENTILATION PROM CAI.ORNIA FRAM®AREAS x cOi r. W TO ADI G RSBR AGBNT ATTIG SPAS. TO 9TRLIGTUAL DRAWINGS FOR p M FOR S_"THING PE -TRATIONS. ii \\\\ 0 (U� W ry T 411 b AT OPT. TMP' Q _ L= TOP PLT. - -- Z � ___ ________a =•>W0/ „ ' 4444 4444444 � -Ti! rwo• - ��_ ��• �� it f I I I I I ;Q4• A7 OPi. M. 17 ` I I QQQ � O LLI_I I_IJ1 AT I � � 11 �'� 36 T b TTP. I 1 - - - -- - - - - - - - - __ _ _ _ __ _ _ _ _ _ 4444444 < TOP P-T. _ TOP"LT." TOP MT. Typ� _� M. y I I (A I I TOP PLT. I I I 1 i I I I I 1yP• 1< M. s ' T1T• p I7 I I <_E ' �l FYI DA I I t- U cl r 1 I � R PIN.PLR - - -- - - -- - - - - - - - - - - - - - _ _- - - - - - - - _ - -_ - --_ _ _ _r PIN.PLR PIN.PLR - _ - - - - - - - - - - - - _ _ - _ - T1'P - __ _ _ - ' -- - I -- - - - _ _ _ _ _ - _ - - - _ - - _ PIN.PLR ` q z I� I] tl Lw w U y O REAR IX-A LEFT IX-A � �A SCALE I/4"•I'O" 9CALG I/1'.I'O" w p � � z a � w X_ 0� d oo �QJd ul N _ m z Z= a a U c O � m U Zoe m m awe h O QQF J>~ o S /'► Ll J W O �' v m O IS•DIA O _ - - - - - - - - - - - - - - - - _ _ - _.. - _ __ - - - - - - - - - _ - - l� _ __ - `` V/ O 0 ^`� O W H� TOP PLT. _ - _ - - - - - - - - - - - - - - - -- - - - - - -- - - - - -- - -- _ TOP PLT. V)pl fl. O N<N 8 Q N µ �. J = m J p 9'-0• D Z } i' J Q M LU _ cc .0 C6 a o cm TAG. PIN.PL.IC. 2 D.4 W W Gm 0 V RIGHT IX—f"t OF fRE�`aE0.1n10` � Y W SCALE/4'•I'O" I�' o LU Lu V< Y a o a J x Dm TMW o U m M z ------------------------------, ------------------------------. ` o 4444 OPT. DECK I +-------------- 7---------------rt---------- — --———— 4444444 i MASTER LIVING II BEDROOM M BATH O Y II I WALK IN °L09ET I ®®®® 4444444 jai �' LOFT / IOPT. L4 T- BOR. 5 W/ BA. 3 I I I U I I I I I I I I I I L) DINING ��_yDj BEDROOM 2 QOKIT HEN :I( I I I r --- z I I I I I I 15 A. 2 I y /I I I I I 0 DN. I I I L---- 1--- I -- ' I I I I a ori� HALL I'i`::,I I �•.� - rf` I I / J = _. r j-7 PARLOR iL BEDROOM 3 I �" I 1 � � I I I I f I j-4-_-I / it I 0 C // I I w S 1 1 ENTRY j I I A v1 I o ^ 8 o DEN / OPT. `�I ' _I/-I I I X a BEDROOM 4 '�i z°D x JZ U A o (Uj - ZaF m m ' N "" I �\ 1 �o>VZ ox a II I A F a r Iii PORCH ----------- ----------- - ——————— — -------� I I GARAGE I o 0 o (n N d �o a 0 �<") co"i a k —————— ------------I------------ I =z� M I — ------- -------- W z�Lov O C13000 H oo o J cm REFEIR TO SASIO PLAN FOR 2'-0' W-4• 1,2-01 014• 4• 9• O'-4' ,'-11• ,b'-4' NOTES,DIMENSIONS,AND INFORMATION NOT 2H0Ml1 $9'-0• HERE ``O 50 r '= W SECOND FLOOR ADDENDUM ECALE I/BO FLOOR PLAN ADDENDUM ALE „Bo � ��� w � a 5 °sz W J Um r LU 41 M.M. ELEVATION/ROOF NOTESo�] ,,/ �\ 4 j O cil ------- 2. 2xb BARGE,SEE DETAIL. D.I b 3. x EXPO5W RAFTER TAILS YV SHAPED ENDS,5 DETAIL. �< _Y SPACED.FRAMER .»•I 4. EX7 OORDIN ASTER OVER PAPER EN BACKED WIRE MESH. 7-} NOTE:ALL RAFTER TAILS TO BE ECNIAL U I ,t?� W 1 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. a a a a O `i AREA-2 O �a �/�'^' b. (1)GOAT STiX.00 SYSTEM I.GBA.N XXXXXXX L) 1 I I J 5. EXTERIOR SIDING,3�EXTERIOR PINISIES NOTES. \/( I I I (N ROOF I M. S. EXTERIOR GRADE PLYWOOD SOFFIT. 1 j DORMERS 5 4. TONGUE-AND-6ROOVE SOFFIT. I ❑ Q I p,l I0. SPACED x VERTICAL WOOD TRIM AT XX'O.G.OVER (� EXTERIOR$RAPE PLYWOOD OR MD.O.BOARD. I. EXPOSED WOOD CORNER TRIM, EXT.FINISH NOTES. 21 I2. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. I I I .1 D AT OPT. 13. WOOD LATTICE O/EXPOSED PLYWOOD OR MD.O.BOARD. BUILDING 14. FOAM TRIM,SEE ELEVATION FOR SIZE. Q © Il LINE TOP PLT. 15 EXPosED WOOD TRIM,SEE FOR FOR SIZE. a a a a a a a a a a a - N Ib. BUILT-LP'CURED"PLYWOOD TRIM OR M.D.O.BOARD. H I I H I -- t IT.6. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. D.I ROOF LINE 2"X4'O/ I 1 I I 2"xlo' 1 I 6 9 POT5HIELF6.IFLASH/ING AT ALL EXPOSED WOOD TRIM. RIDGED ❑ Q RIDGE ,SEE DIE AT OPT. 20. GONTNU0115 6.1.EXTERIOR PIASTER SCREED,SEE DETAIL. IU p k� y6 2 I. 6.1.FLASHING ROOF TO WALL. 4 I I ! 1 •T (� Z 22. 6.1.PLASHING AND SADDLE/CRICKET. ry I a �\a y/A I I =rt c O bl 21 D 14 TAB' b 29. FIREPLACE MAN FAACTURERAPPROVED N GAP NV SPARK ARRESTER PROMEE U I D.1 M. 24. MASONRY VENEER. O TW. 26 SYNTHETIC THIN -WA50NRY VENEER. ED_ I TYP. I 2 TONE VENEER I.C.B.O.M XXXXX xU t (f 4 I I rs A 26.: SHAPED FOAM CORBEL,SEE DETAIL. .1®®a L a a a IA I I�I AREA-I �S D. I S AT b Tyy'PIN. LR I II I I DD D9 I - - - - - - - - - - - - - 28. SHAPED WOOD CORBEL,9�DETAIL. H I 29. x WOOD PO5TT5). TI D ROOF TOP PLT. I %_ TOP PLT. DORMERS Q I I - - ---- - _ -1.__ _ - - - - - 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. L 1 t___ _ }_ 3 1. MANUFACTURED COLUMN. 32. PRECAST COMPONENT/TRIM,SEE DETAIL. �____________________ 33. DECORATIVE FALSE TILE VENTS SEED ELIEV.FOR LOGATIOTL � FFFU I •• L I I - - 55. WOOD RAILING,SEE DETAIL. c B 14 34. METAL RAILING,SEE DETAIL. (s7 • __Q___�•••.I A Q 14 AT1DR. 36. DECORATIVE METAL,SEE DETAIL. I � � DS 0 I _ 3-1. EXTERIOR PLASTER RECESS,SEE ELEVATION FOR r h t�. LOCATION,DEPTH AND 912E OF FINISHED OPENING. - o0 I }- I 1" 11 3S. 6.1.SCREE♦W t LOWERED"SABLE END VENT', ! �� '• I I D.1 SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REOD. 11 _-_ _- M'. ATTIC,VENTILATION CHART POR MORE INFORMATION). 2 ry� 4 - - h 39. 5.1.SCREENED'ROOF"AIR VENT.(SEE REQUIRED ATTIC I .I c1 T. VENTILATION CHART FOR MORE INFORMATION). \ ' -0 40- DECORATIVE(FALSE)VENT/LOWERED BOARD,SEE ELEVATION FOR•( 2p ZE AND LOCATION. 4 1- 6.1. UTTER AND DOWNSPOUTS,LAYOUT TO Be FIELD M. VERIFIED. 42. 6.1.DIVERTER. ;I Cl D3 14 D.5 � SIM. S'XV 43. LIGHTED ADDRESS SIGN. ' d U' 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. W 45. VERIFY ILCAL OGAT B AGCE55 PANEL,CORRO91ON RESISTANT, 46. 6.1.RESLET FOR COLOR GOAT 0HANGE. O ROOF PLAN IX-_B FRONT ELEVATION ix-B EXTERIOR FINISHES I SCALE/e'-I'-O" SCALED/4"•I'-O' ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTAND CORBELS TO BE RESAWN.U.N.O. W ROOF PLAN NOTES m o ,.gh,. INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE o U ON PLAN. o v Z B g TYPICAL ROOFING TO E CONC.W TILE IT-� J EAGLE ROOF TILE" I.G.B.O.•ER 4660 OR APPROVED EQUAL ;d x ti 6 'v TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12' W LL LNLE55 NOTED OTHERWISE ON ROOF PLAN. Z W O v 0.l m TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 12' Q F-W F, ,mq L� y E+ U4-ES6 NOTED OTHERWISE ON ROOF PLAN. O Q REQUIRED ATTIC VENTILATION CLU-a N H w a THE ATTC.VENTILATION CALCULATIONS PER G.B.G.SECTION 1505-S AS P°LLOWS' z (N ATTIC AREA(SQUARE FEET). O (B)DIVIDE(A)BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTALREM REFER TO BASIC PLAN FOR BY 2 T OET TO NETHE!NET�VEWnN&RE I SQUARE BOTH DIVIDE AND LOW s w NOTES, DIMENSIONS, AND �E-AREA DIVIDE BY 150(NIGH AND LOW VENTING NOT REQUIRW) P (G)TOTAL SQUARE INCHES OP NET FREE VENTILATH6 AREA PROVIDE y: INFORMATION NOT SHOWN SY 6ABLE Em ATTIC VENTS.(SEE BELOW FOR MIN.50.IN.OP FZI FRET_AREA FOR EACH VENT) ® .(SABLE END VENT O HERE (D)TOTAL SQUARE INCHES OP NET FR=VENT1-ATRN6 AREA PROVIDE BY KOOP AIR VENTS.015 SO.IN OF FREE AREA MIN.EACH VENT) O 0.HIGH VENT OL .LOW VENT ' (D TOTAL ER rA INCHES L C PRS 0.IN "FREE AREA PROVIDE cn y P DY UNDER UVE VENT BLOCKS.(I2 9O.IN OP FR@ AREA HIN EACH) AA`` W N . � ^W ~0 a (I-)TOTAL SQUAREC.INCHES Or NET PRESO VENTVENTG ILATINBIACK hREAAT PROVITRUSSDEBAY O 1(1 O p>U M J PLAN F /� w u 'SIX-B" AA ftPA VEIJTINb bvB.T �i v T5 -- vG W 2 2 co AREA-I 2304 ex rw^eanas «Iwo re>,•�.ass II �. a W a.. 3 N Lo.. ul,rx] ena• AREA-2R 500 490� WA (4)95•560 Lav 536 �r cc .O J 0- o 1 NOTES! 1. NET FIRES VENTIN6 AREA PROVIDED BY EAC V H ENT IS BASED ON ASSUI-IED VENT 912E AND FREE AREAS,FIELD VERIFY THAT THE Q MINIMUM'W-pUIRED VENTING•AS L15TED ABOVE 15 PROVIDED FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. M 2.ALL VENT OPENIN65 SHALL BE COVERED W/1/4'GORRO510N W RESISTANT METAL MESH.Or MESH 15 LESS THAN I/4"THEN THE NET FREE VENTING AREA OF VENT MUST BE INGREA._.ED TO ALLOW O FOR REDUCED AIR FLOW) H 3.F RAtIM SHALL BE RESPONSIBLE FOR COORDINATING H/TRU55 MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM WHEATH ER-PROIOF AND WALL t- N LOUVERS SHALL BE SEALEDr b� AND FLASHED WITH'MOISTOP'IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATONS. ry Y 1 5.PROVIDE APPROVE INSULATION DAMS(BAFFLES)YVCRE VENT BLOCKS Al ir Cc ARE USED BETNEEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES FROM BEING BLOCKED BY INSULAT10K ° ui x x b.LOCATE HIGH VENTN6 MINIMUM V-O'VERTICAL DISTANCE ABOVE EAVE VENTS. p ymq J T.PRaVDE ACB VENTILATION SG AND VELATION FROM CALIFORNIA PRAMW AREAS Z U TO ADJA 4!NT ATTIC SPACES.G RESER TO STRUCTUAL DRAWINSS FOR F' 0 m r W OR SHEATHING PENETRATIONS. ii• �iFIS z p \ O of �I b AT OPT. Tyr. W I I A PT. --_____ -t 14 ----____Fi 1 X O/ III ' 1O• _ 71a 21X a a a a a s a s a a a a I I ^f7 14' AT OPT. TYP 1 I Jill F7 2 I QYd (T�y IIII '. III � S I I n ILL 11L1 .T -- I _IJ1 AT DJ 11 ♦2'1-1 4 !1 1 1 Ar_ IE M. � I ''y 6•XIY- _- - --- - - - - FIN.FLR TOP PLT. _ - -_ __ _ __ _ _ _ TOP FLT. TOP FLT. _ _ - M. , I 1 L- --- - TOP MT. as I _ I I I I I I I I , M. 14 8 r r M A 4 I I 14 5 TYP PIN.PLR PIN.PLR PIN.FLR. _ _� PIN.PLR Gm M. M. 11 11 A v � u REAR IX—B LEFT 1X—B Of.ML!V4".I'O" SGALL'I/4•.I'O" � Q � z a o w X af m d ' = 1zm: c A ZO0 w I A a e� F� Q Q r 2 CD p I JWIL O /'1 J W LLWJ z I I i � M. 14•JQ4' � z 14 ~i W cn - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - �1 -- - - - - _. __ ___ - - `_ _ O ' \ _ �� � W N tz - - - - - - - - -- - - - - - - - - - - - - - - - - - O :D N TOP PLT. _ _ _ _.. _ _ _ - TOP MT. � J O o�M as _ L oxo I'xs' —i To ryr. LE f uj 3:U) a 4 ICU H Go � �o cm O ■ FIN.FLR -- — — — — — — — —— — — — — — — — — — — — — —— — — — — — — — — —— — — -- — —— — — — —— ——— — — — — — M. � 0 11 � D.4 M `C r RIGHT IX-8LU 0 4 F2 r n �� z ■ 0 0 J 0 TOMoWc z z .,t ------------------------------r '-----------------------------r 4 4 4 4 « r I I I I U I I I I OPT. DECK E. I I I I E. I I I I t------------------ }-------------_ 1 -___--- --_------ I a I I II l� I 4444 4444444 �� I 1 I I II I LIVING --- �I MASTER II'III ®43 a� ®TBEDROOMM BATH to-- o�T LOFT/ BOR. 5 WX BA. 3 �i 3 ®� 444444a��dd4 U DINING BEDROOM 2KIT HEIl ,y 11. OO q0 ? rzme, I I0 A. 2 I w I i I I _ � ___� I i i I I I I � • I � : � I - ORMK --HALL(FIE -4 ----gym- F°6-ra---- T PARLOR i i = - T -?L II BEDROOM 3 I 1 I !_�-_-� I\ I z TW o p ENTRY 1 n I u DEN / OPl., 1 Xo m 8 sw s'� a s'a BEDROOM —��—' I \ I jai") I1'-0• Is'-e• le'-lo• , ' / I \\\ I Z—J Z U O m a 1 p I \ I m 'E b p I wn I \\ I �O> o o o a ae A p LL Ii Ui z H r a a p l i i PORCH i 4 I ------------ ------------ GARAGE I - -------- -------- I I p I I O w I I0 to o_ (n � �I I a I I N t o a, I I O E VAN I I J O oaM � U ------- — J-- ----------- I N LT'z co — ------- --—————— W V<v O _ cc o OO d o N 'i i S• • S• ,3• V � Q REFER TO BASIC-PLAN FOR I' ��-0' I' ��-0• I' 9' e'-4• I.-II. W-4• NOTM,DIME ND DIMENSIONS,A INFORMATION NOT SHOMeI 41'-0• 39'-0• W HERE 1 7 O 50'-0• SECOND FLOOR ADDENDUMC FLOOR PLANADDENDUM C M W 4s�U r v' SCALE:I/1^.I'-O" SCALE 1/1"-I-O" 0 V z S x W z 0 N J Too c ELEVATION/ROOF NOTES • tT TYP WI. 2xb FASCIA,SEE DETAIL. 2. 2xb BARGE,SEE DETAIL.3. x EXPOSED RAFTER TAILS YV SHAPED ENDS,SEE DETAIL.NOTE:ALL SPACED.PRIMER TO GOORDIHAATTE�WITH TAILS EN6E Y P: 4. EXTS¢IOR PLASTL'R OVER PAPER BACKED WIRE MESH. i •I I 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. b. (1)GOAT Sfl X.GO SYSTEM I.CB.O.O XXXXXXX EXTERIOR �'--- U a a a I I T. SIDING,5=EXTERIOR PINISFES NOTES. I - q 4 RODE i Mlaw. e. EXTERIOR GRADE PLYWOOD SOFFIT. D Q DORM ; s 5 , 9. TOH6UE-AND-fiROOdE SOFFIT. 1 I 10. SPACED x VERTICAL WOOD TRIM AT XW O.G.OVER E- I ZX4 .5 .T TYP EXTERIOR 6RAM PLYWOOD OR MD.O.BOARD. I ` c 121. EXPOSED W00D CORNER TRIM,5m EXT.FINISH NOTES. 1 L I ZI 29 AT OPT. IS I9 . EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. W r1 rl I WOOD LATTICE 0/EXPOSED PLYWOOD OR M.W.O.BOARD. q FOAM TRIM,SEE ELEVATION FOR 51ZE. K ui •I TYP BUILDING TOP FLT. __ __ __ _ _ _ _ I5. E7POSED WOOD TRIM.SEE ELEVA710N FOR SIZE. I I 14 I6. BUILT-UP'CURVED•PLYWOOD TRIM OR M.P.O.BOARD. b q 4 aaaa aaaaaaa ILINE I IT. FIXED 9FA11f8t5,SEE ELEVATION FOR SIZE. 0 D. ROOF LINE 2'X4'O/ I I I I I Z•XIO' � Ib� POTSHH.F,SEE DETAIL. RIDGE I E) Q RIDGE I AT OPT. i i '/ II TYP. 19: PROVIDE 6.1.FLASHINS AT ALL EXPOSED WOOD TRIM, r p jXµ TYP. 20. CONT'INUOUS 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL. 8 q I 1 I FZ --- - - - 21 T 2Xb 21. 6.1.FLASHING ROOF TO WALL. 1 I I I I I a, c�l - --------- D IS 22. 6.1.PLASHING AND SADDLE/CRICKET. b 25. APPROVED TERMINATION GAP YW SPARK ARRESTER PROM O x ' FIREPLACE MAMIFACTURER.I ' %co I -y O = ?I 15 40 2X4 U O 4��VX4 - 24. MASONRY VENEER W 1 I TRB Tye. I`� 25. THIN-SET MASONRY VENt'eR. 8 8 t iP 26. SYNTHETIC STOKE VENEER.WOO.M XXXXX2T. SHAPED FOAM CORBEL,SEe DETAIL.28. SNAP®WOOD CORBEL,SEE DETAIL. ®®14- - -- - _0 ROOF L OP PET. ____ � •'�'L TOP PET. 29. x Y'IOOD POST(S).DORMER5 I 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. ___ 31. MANUFACTURED COLUMN. 9 TYP._______________ D 32. PRECAST COMPONENT/TRIM,SEE DETAIL. T33. DECORATIVE FALSE TILE VSdT9 SEE P.LEV.POR LOCATION. I 4 12X4 34. METAL RAILING,SEE DETAIL. W 35. WOOD RAILING,5M DETAIL. sTI� nAT DR. , D 11 P 36. DECORATIVE METAL,SEE DETAIL. j UhE1 b p I IX.y 14 3'I. EXTERIOR PLASTER RECESS SEE ELEVATION FOR m 1 J f� T LOCATION,DEPTH AND SIZE OF FINISHED OPENING. d 1 N �' 1'X4 35. 5.1.50RE5,017 4 LOUVERED'GABLE END VENT', IZ 10 TYF SEE ELEVATION FOR VENT 51ZE AND LOCATION.(SEE ROOD. qq e _ 15 ATTIC VENTILATION CHART FOR MORE INFORMATION). 39. 6.1.SCREENED ROOF•AIR VENT.(SEE REQUIRED ATTIC P. j FI I X4 TOG. VENTILATION CHART FOR MORE INFORMATION). b CJ p -- 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ` q ELEVATION FOR 51ZE AND LOCATION. 7 19 4 1. 6.1.&UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD b k7 4________.. TYP D.S 24 VERIFIED. 42. 6.1.DIVEZTE-R. m _ SIM. 43. LIGHTED ADDRESS SIGN. O � 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. W 45. MECHANICAL TUB ACCESS PANE_,CORROSION RESISTANT, 46. VERIFY IRE6LET FOR COLOR COAT CHANGE. _z O ROOF PLAN IX-C FRONT ELEVATION IX-C EXTERIOR FINISHES � 171 ON�aL kALe v+•.I o• ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. onuo� ALL.EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTAND CORBELS TO BE RESAM.U.N.O. TYPICAL SIDING TO BE, W SEE DETAILS q GERTAINTEED YEATHERBOARDS CEDARS AP SIDING H 1/4'X 12"PIBERTEGT D D D ROOF FLAN NOTES o o� 0 INDICATES 4:12 SLOPE UNLESS NOTED OTHERWISE o U ON PLAN. X O Z g TYPICAL ROOFING TO BE GONG.FLAT TILE ��J 'F%LE ROOF TILE' I.CB.O.M ER 4660 OR APPROVED EOUAL ;(L x N < a z TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12' UJ L.L. U A U IX o ° UNLE55 NOTED OTHERWI5E ON ROOF PLAN. Z l-Jo L m a p TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 12" Q H w F, o� UNLESS NOTED OTERWISE ON ROOF FLAN. O-Jz0 O o o a' REQUIRED ATTIC VENTILATION ��a z F w a THE ATTIC VENTILATION CALCULATIONS PER GBG.SECTION 15 49' AS FOLLOWS: I x (A)ATTIC AREA(SQUARE FEET). p 0)DIVIDE(A)BY 300 AND t•LLT19-LY BY 144 TO CALCI)LATE THE TOTAL REFER TO BASIC PLAN FOR �TO SET TAT IM V�IN RI)1IU'E��'�LOK NOTES, DIMENSIONS, AND •AREA DIVIDED BY 150 NISH AND LDw VENTING NOT REQUIRCp) x (C)TOTAL SQUARE INCHIM OF NET PRIM VBRILATINS AREA PROVIDED y, I NFORMA71 ON NOT SHOWN BY SABLE END ATTIC VENTS.(SEC BELOW FOR MIN SQ.IN OF a PRIM AREA FOR EACH VENT) ® •SABLE END VENT HERE (D)TOTAL SQUARE INCHES OF NET FREE V@RILATINS AREA PROVIDED ° BY ROOP AIR VENT5.(95 50.IN.OF PR@ AREA MIN EACH VENT) O (W OH •HI6M VENT gL.Lori VENT O p (L)TOTAL ER EAE INCHES L NET FREE 0+IN NTIN6 AREA PROVIDED cn By UNDER G.VG VENT BLOCKS.(12 50.IN Or FREE AREA MIN.E/'CF) w N O•VENT BLOCK AT TRUES BAY O 0.. (F)TOTAL SQUARE INCHES Or NET FRS VENTILATING AREA PROVIDED O E O to J 0 >`a' ' as J_ J PLAN A B G E F 0 w w GS a G REfi9 bASF.e!D `GNMIN EM? TOTAL (L'W.-� "IX�" AAA verRINO veers oORnOR veers ve+Ts vertlw .,}�� o z IHU 11s0.RIU (1S.RU l'JS•IR) hi RN �,/ _J a.M_. O Yb MOM ffNO].9]1 IN) A)R!My8 NqN !I4)12� OW MOM W L AREA-1 2304 sv wM w. Lae ,sXa.4m .aM we u. w .an TT 30LnCc //yy��� AREA-2 50O 46O WA (4ri5a560 ���� 512 i O-1 W II.- co N o � NOTE5: I.NET FIRES VENTING AREA PROVIDED BY EACH VENT 15 BASED ON ASSUHM VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE Q MINIMUM'REOUIRED VENTING'AS L15TEP ABOVE 15 PROVIDED FREE VENTING FOR INDIVIDUAL VENT5 15 DIFFERENT THAN ABOVE. MM 2.ALL VENT OPENIN65 SHALL BE COVERED YV 1/4•CORROSION W RESISTANT METAL MESH.(IF MESH 15 LESS THAN I/4•THEN THE NET FREE VENTING AREA OF VENT MUST BE INGREA5ED TO ALLOW O FOR REDI1Gm AIR FLOWJ ` 3.FRAMER SHALL BE RESPON5IBLE FOR COORDINATING W/TRUSS Ir MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL To SHALL BE INSTALLED SO AS TO MAKE THEM Q WHEAT-SR-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED ,p AND FLASHED WITH"MOISTOP"IN THE SAME MANNER PRESCRIBED u` "'z W FOR WINDOW INSTALLATIONS. ry O U S.PROVIDE APPROVED INSULATION DAMS(MILES)YFCR VENT BLOCKS 4 ARE USED BET`®V ROOF FRAMING MB•EIERS TO PR'/gW VENT HOLES a S PROM BEING BLOCKED BY IHSLLAT10N. O L'J x U 2 ■ b.LOCATE HIGH VENTINS MINIMUM S'-0•VERTICAL DISTANCE Lu ABOVE SAVE VENTS. o oyyf¢ J T.PROVIDE ACCESS AMID VENTILATION FROM CALIFORNIA FRAA!D AREAS X OVLu TO ADJAC@IT ATTIC SPADES.REFER TO 9TRUGTUAL ORNVIN59 FOR o w M FOR SHR:ATHIN6 PBPCTRATIONS. ii /J O 4 h 211 23 AT OPT, M' Q I -- -- - _ I TOP PLT.L= 1 0 <HIl< Q'xlo' w AT OPT. M. 2 _ 21 16 M. _ AT _ __ __ _ _ __ __ _ 1 PIN.PLR - I""� NR1Ga D I I __ ®a a a a a a a a a! fA TOP PLT. __ TOP PLT. TOP I-LT. -- I L I 1 -- - - -- - - - - - - __ M' I 1 ---- TOP PLT. I I I I I I I Qy I I � D! I-X4' p M 14 117yP. ' s Y YY Y PIN.PLR _ -- ---- - - - - - - - - - --- - - - - _ -- - - -- - Tz�l - FlN.PLR. PIN.PLR 7YR - - L_--- I -- - -_ - - -� - -- - - -- - -- _ PIN.PLR M. M. 13 �O 13 D 4 DA N U y 1 REAR ix-C LEFT IX-C SCALE I/,•.I b" SCALE I/, I'O" p W � z a ° w X � $ �-v^'/ � m Z= U O O ZoO m m �FII� � v � 09 W °//1 a to � 36avAL r AT 0 Cl) W TOP PLT. N - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - -- - - --- - - - - - - - TOP PLT. t= fQQL O <N Fi J O >1Mcn _ � a 14 M. w w I _ N =moo M S p E -a JQ�j O TIP. g W i 3 N ■ cc 00 N O ■ T.OA. - - - - __ -- - - - _ - PIN.PLR - __ - _ - _ -_ - - - -- - - -- - - - - 12 M D.4 � O r RIGHT IX-C a o SCALE/,'•I'-0' I� �p Z W Irm a z Lu 0� LU r aWc 1 F z w - — — — — — — — — — — — — w i5 44a4 a444444 V - - - - - -- -- - --- ------_-_- - - - -- - - - - �®4a 4444444 �� SEE SHEETS IXb THRU IX.I5 FOR NOTES,DIMENSIONS V AND INFORMATION NOT SHOWN HERE. Q ILL J 0gaga0 ply PARTIAL RIGHT REAR DECK ELEVATION xALE v4�-I•-0• � O O O I LINE OF l� iP I � -------- --------------1---------------- I t o I o X $ LIVING G O eT MASTER o �' z BEDROOM I Za 04 d d a m o M. BATH I Q� m F —jU o o x d a a W c w O [[x77 cJ f .mr M �y REFER TO SHEET IX.]t IX.4 REFER TO SHEET IX.I FOR FLOOR PLAN NOTES, to FOR PLAN INFORMATION DOOR,WINDOW AND 'Z O NOT SHOWN HERE. ELEGTRIGAL LAYOUT. � SLAB INTERFACE ADDENDUM FIRST FLOOR ADDENDUM W a I'4' a z �AA tI4,_ID� o cn o w o 0 cnco ° a �N 0 a AT EN0 ON A orr. O o n w DECK 16I J = mW a D.T D.T D.T O Z. OFT.FR 9000 �'V) • nc nb.freNrN �� �[ I LLI = cc o of C6 DIDe P.Ixm I ��� I c N co LOFT/OPt. BDR 5 I j W/ BAITH 3 G p m ReLR TO SHEET 1". IX5 H FOR FLOOR PLAN NOTES. DOOR,WINDOW AND ELEGTRIGAL LAYOUT. Q SECOND FLOOR ADDENDUM ") 14V [N. ryl SCALE.I/1-I'-o ry S 7�F x W x T J W NOTES eINDIGATC3 DROP IN SLAB(See DETAIL) U lo'-O' 2'-0• la4• a'-6• IS'-�1• •.� ,. fCy, VERIPY MINIMUM FOUNDATION DEPTH,WIDTH,FM WORGIN6 "\' STEEL AND ADVMONAL EXPANSIVE SOIL RE6MJIREMENTS .'� "� U WITH THE SOILS REPORT. EH z r.nc FAD GONG. tOGATIQI d ^; a I� 'TO°P REFER TO STRUCTURAL P. ENGINEERING DRAWINGS b r FOR INFORMATION NOT za IL I 10 '4— a a a a a a a a a a a i 9 SHOWN HERE ' ro 1 FRCJIDC CONDUIT IMDIR SLAS FOR ISLAND COUNTER r CLBGTRIGAL p STOOP OP — FOR HARDSGAFE w DOOR -- — - 00 INFORMATION REFER TO LANDSGAFE FLANS ®®®4 4 4 4 4 4 4 4 4 r---- v Q a. � b z t ` b Idxa § u0 NATWtz I U O � ' I Cn a 1RId1S I I I � _J R6GY0.1 J e CiOWSTOo n! Q �r W 2 ] GONG. N Q •3 � oe PORGN h 4 m S T v c' �n z a o d Q I o U o R �� c8 w a N P 4 O 5 a O O w w cn W FW-N �• Cl O P j 0� O o¢M .. O 4• 4' W I'-a• ab•� I ZI-1' 16L4• a'-0' aV' I � �Q oM O low �'i• Soma• = Cc 3 vl v ■ m 00,o� N le 4 _ o >�ADDENDA FOR PLAN m G4A116E PER ELEVATION. `O r o� W Nco SLAB INTERFACE PLAN A � x O � r a o r ■ W SCALE 114 z 01 cm WU m 1 NOTES INDIGATEB DROP IN SLAB(S�ZeTAIQ - U VERIPY MINIMUM FOUNDATION DEPTH,WIDTH,REINFOR-lN6 m \, STEEL AND ADDIT OVAL EXPANSIVE soli REGd11REMENT9 - O WITH THE 50ILS REPORT. U4 4 4 F z REFER TO STRUCTURAL { ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN HERE 4444 4444444 as FOR HARIDSCAPE INFORMATION REFER TO LANDSCAPE PLANS ®®®4 4444444 �; ci m a � z p W a L-J 1RASN i lWY i RfCYCL Z RlGYCLI COMA o GGxrAI _ O 0� o N Q GbW. w 's GONG. ST RIIL6• s Z r 6 Q U PGRGN ? J mQ GONG. , I' II'-0• T-4• STOOP \ x a n A /•� y, --T I..LN y I I I I J I I I fn � u tt cx I � .p(j } = I 1 - 1 1 � _ �I' I� z *� 5 O 4 p I' I/3 I •7'si't 4,q•: O c'n V H N O I - a 0 > - ---- L----+ PR011im YT,B 7-O J m w n G4 WJ� DE � § � �ZM M WALK LU �4,4` !- C0 = CL °� N F- 00 wo• w'-0• m O RCPBt TO BASIC PLAN FOR RCERR TO BASIC PLAN POR NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND 0 INFORMATION NOT SOOM INFORMATION NOT SHOM HERE HERE o pZ NV SLAB INTERFACE ADDENDA C SLAB INTERFACE ADDENDA B � ��� � r; W SCALE i/1"-1'-0' W cc m U m O M FLOOR PLAN NOTE5 50'-0• b, ,o, o I.39'CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUPPLY. _ VERIFY WIDTH AND DEPTH IF WILT-IN REFRIGERATOR. 2.PANTRY.SEE INTERIOR ELEVATIONS. 3.30"SLIDE-IN RAN6E-0 C VEN OMBINATION W/BUILT-IN FLOOD, LIGHT 4 FAN VENT TO OUTSIDE AIR). 4.36'GOOKTOP NV METAL HOOD Al LIGHT 4 FAN 2'-0• 3-6. 3'-6' 6' I W-M" 4'-3` W-31 4'�" 4' S'-0' 4'-4' 6'-0" (VENT TO OUT51PE AIR). '...-. 1-_ _ 5.56'COOKTOP MV DOWNDRAFT FAN(VENT TO OUT5IDE AIR). b.30"COO OUT I DROP.) W/METAL HOOD E LIGHT 4 PAN I LINE OF OPT. I (VENT TO OUTSIDE AIR)W/30"WILT-IN OVEN(BELOW). DECK ADV. I T.XX'DOUBLE OVEN. I 4 I 8.BUILT-IN MICROWAVE. 1 J.L. .OPTIONAL TRASH E BIN. TOR 1 /'� �.PR �)FR. I 10.OPTIONAL RECYCLE BIN. I 2656 F8. 1 2656 FA. , 6030 SL.DR('TEMIPJ I 4046 SL. I .5'-0'TUB/5HOWER W/WATER RESISTANT WAINSCOT TO 12' ,5`0"E DRAM-U.N.O.PROVIDE SHOWER CURTAIN ROD U.N.O. -_= 1 2.HOT MOP SHONCR PAN. -PLAN FOR SIZE.TILE TO TV 1 ABOVE DRAIN U.N.O. T OPT 3060 /j/ I 1 I OO 1 .w 3.HAND WILT TILE S I/Y`�R SEE PLAN FOR SIZE.TILE TO 12" n O ��FR.DER.TEMP. T 1 1 i ABOVE DRAIN U.N.O. a a a a a a a a a a a V! _ 14,60'X 42'OVAL TUB W/CERAMIC,TILE WAINSCOT.PROVIDE NOOK 6 MOTOR ACCESS PANEL AT OPTIONAL SPA/HYDROMA55AbG x' 10 I BATHTUBS.VERIFY SIZE AND LOGATION OF AGC.C-S5 PANEL. B 15.SHATTERPROOF GLASS SHOWER BHGLOWRE. 16.SHOWER In SEAT.SEE PLAN FOR HEIGHT. In m Y �• I 2' 17.LINEN CABINET. SEE INTERIOR ELEVATIONS. Q 16.(5)EQUALLY SPACED SHELVES. - 0 I I I q.FA.V.'B'VENT TO OUTSIDE AIR. FAMILY KIT HEN ^ 20.WM'B'VENT TO OUTSIDE AIR r m Y v I 36 •1'-1"CLG. O N 'n 2 1.PROVIDE A 10"HIGH VV.PLATFORM FOR"OR FA.U.PROVIDE = Z k /oR�, �xp 't 11 II�� O COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR&RILLS OR w u b �' DUCT AS SHOWN ON HEATING PLAN AS REQ'O FOR F.A.U.ONLY. $ J J � `• '� �` 15L4Np b FITTING TING AND WM ARE SIDE 0 SIDE PROVIDE A T'PLUMBING V J � PITTN6 AT P.6.AND A COMBO.8'VENT CONNECTION POR DEL. Q ®© a a a a a A USE or. eQUIPMENr.VERIFY) i� n x�'DR TRIP. _ it AOP". I 22.14'X Ib°b.l.SCREENED 4 LOWERED COMBUSTION AIR VENT. 91 1715L.OVEN 23.WOW BUMPER PIPE 56'HIGH W/MIN.12"EMBEDMENT. i •Ivy, m,vn �')ii 4�-0' I'-0' R'-0' Y-0' 3'-4' b' 10'-10' I 24.TEMPERATURE 4 RELIEF VALVE. _____ _____ -n �� '-I• 30 39 � i I T OPT. 1 25.14'x b'GARAGE EXHAUST VENT.SCREENED AND LOUVERED. MEDIA __- --_____ ___ 1 - _ 26.PRDYID WATPERT G 14504 LENGTH INGI.UDINb(2)90 DE6Rl� Z. NICIe 40" ` I EL5O_ DdOW - x _- I� -� 27. 4 WASTE FOR WASHER __ _ - 3056 S.H. 3056 9H. 30M SH. r+ICHE 4 = __ = 2 16 •' - T, q 2H.THAT DRYERS INSTALLED IN A GARAGE MUST BE ELEVATED 50 n n GOATS t1 b =ad -- T P LOTS,SWITCHES,BURNERS AND HPI.TIN6 ELEMENTS ARE A MINIMUM OF 16"ABOVE THE FLOOR LEVEL. 29.PROVIDE SMITTY PAN W/DRAIN BENEATH WASH@i m I Q �a 6 '• I I 30 30.2xb STUD WALL. 5'-108 .CJ 48 46 51 46 I it1 30 Y O ' 4'-2" 3'-9 I/2' T'-0 I/2' 31.PONY WALL.SEE PLAN FOR HEI6HT. C MI I 4D �`�/ 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, .�. -0.AT OPT 32 6y. Y 53.PLU IN6 WASTE DROP FROM ABOVE. 2" DINING - n 55.FA X 30"ATTIC ACCESS PANEL PER G.B.G.1505.I. O . 35.F .U.IN ATTIC.PROVIDE 30`X 30"ATTIC ACCESS PANEL. q DINING •p HALL I BEORM. 4/ (OR PER 1-M.C.9Ob). PROVIDE FUEL&AS,LIGHT AND SWITCH. 16'-3'!GL6. p "'-'' G. OPT. DEN QQ� Y 36.METAL FIREPLACE.SEE MANUFAGTUIRE5 SPECIFICATIONS FOR .d LIVING n O O ,I'-1"6LG. = RA15ED HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. q �_11 I 16'-3•!GL6. Q 63 BA. 6 3T.APPLIANCE FIREPLACE.PROVIDE F.6.VERIFY 5-VENT MATIN6 y OPTIONAL MEDIA a -0 -0 6'-0 10'-0' � 6'- 64 O ELECTRICAL DEQ AL � AND TERMINATION REQUIREMENT5)"TEMGO Ul.MH 1T022'OR SCALE:1/4-r-o• - Q I I OPT. ~ 26" 355.9. TAL 5ERVIGE PANEL.(SEE UTILITY PLAY). U AT FAMILY U sb TYP 6 �1• 0 6'-T" 4'-0' m Q 40.36.HIGH GUARDRAIL PER G.B.G. -1. 12 1,-- x 41.54-56"H164 HANDRAIL ABOVE NOSING PER G.B.G.1003-33b ? 42.NEWEL POST. �01� mro 2� I 43.2-LAYERS 5/5'TYPE'X'&YP.BO.FIRE SEPARATION AT CEILIN6. tJ J P w I 1 qpp 44.FIRE SEPARATION BETWEEN HOUSE•&ARA&E TO Be f A 5/6"TYPE'X"GYP.BD.W/bd COOLER NAILS AT T .G`O . A n 6 I_--I Q r 1 WALK N M u 45.FIRE SEPARATION BETWEEN 2ND.FILM.4 GA CL6.AND Z" 92 ;LA I O I I GL05E I I" 5'PIA. Z. Q WALL5 5UPPORTIN&214D PLR.TO BE 5/6"TYPE'X"GYP.ED. 30 R I�'_6''I L _�-I•-f' -_-_--'n 26 46.5/6"TYPE'X"GYP.BD.UNDER STAIRS AT EW.LO$W, 4 ENTRI D - _--_-_- aLs. USEABLE SPADE.6d COOLER NAILS AT-('O.G. p I6'-3'! I- 5.a F 4T.LINE OF CRIPPLE WALL ABOVE. 46.FLAT SOFFIT.SEE PLAN FOR HEIGHT. -� --- ----- 49.ARCHED SOFFIT.SEE INTERIOR ELEV.OR PLAN FOR SPED. 30%S.H. 3056 SH 50.LINE OF FLOOR ABOVE. U DORM.4 93 90 44 30 39 21 44 30 5 I.SHELF.SEE PLAN FOR HEIGHT. ___ pl I p1 p 5 2.61A55 BLOCK. 2"6 53.DUCT GHA5E.VERIFY W/H.VA.G.DRAWIN65. SEE UTSED PLAN N F CEILING.SEE FLOOR PLAN FOR SIZE AND Z o SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. Q 56.LINE OF SYNTHETIC STONE VENEER SEE ELEVATION. J O • I J�jae 8'-I' I I I �E� / _ _ - _ _ _ _ _ I 56.LIHE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE N IZ 3 � W TMP' q �' I I I f�ORCH 5LAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. ` , n �j n Y I I /II='I STUCCO I 5T.LINE OF.2'YVAINSGOT.SEE ELEVATION FOR HEIGHT. S U 'O 2S 58.LINE OF WAINSCOT PURR'&. ELEVATION FOR HEIGHT.SEE Q o o 3066--` /O 1 \z 34 1-HR. SLAB INTERFACE PLAN FOR MORE INFORMATION Z o W .d FR DR • " I _ Q I --__-_- r 4= RATED I J� 60.LINE OF EXTERIOR BALCONY 6U 1 LRDRAIL SEE ELEVOFOR SPED. A C • ` I I �� DEN = - - __ _ _ GARAGE I �L, TOP OF GUARDRAIL SHALL NOT BE LESS THAN 36"IN HEIGHT. Q ry 1 6 6-2 ___ ___ 4,y L5 Oft AN ORNAMENTOPEN AL PATTERN SUCH THAT A SPHERE 4"INIL5 SHALL HAVE INTERMEDIATE DIAMETER /��_ 0 pO, 9L W 41 lf/ I� CANNOT PASS TNROU6IH.P@2 GB.G.509.3. LL- W O v 2 m 61.PROVIDE DECK DRAIN(5)NV OVERFLOW.PROVIDE BUILT-UP Z cN Z F f \ /941' 4'-3" 4-4 45 AWAY FROM E RNER(5). 1 DECKING 00FINL BEHIND DRAIN(5)50 TO DIVERT WATER SEE \ I 62.IB'TOWEL BAR-H&T.54"ABOVE FIN.FLR h • ELEV. 63.24'TON"EL BAR-H&T.54"ABOVE FIN.FLR O \ 1 64.TOILET PAPER HOLDER-HOT.24`ABOVE FIN.FILM. b - \ 5 IIOV OUTLET FOR IRRIGATION CLOCK. -r-�961 66..&A5 METER LOCATION.SEE UTILITY PLAN. GENERAL PLAN NOTES n 0 - I _J GLORE7r\ I ALL INTERIOR DOORa TO BE HOLLOW CORE 13/6'THK.U.N.O. I6060�SEGTONALT 6A1zP6E DOOR 10 r I (SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS 6060 SECTIONAL GAR DR�. PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. O /' " 2.ALL&ARA&E SERVICE DOOR5 TO BE HOLLOW CORE 1 3/6" ------ O ~ THICK EXTERIOR&R cn N APE.(SEE PLAN FOR SIZE). m -__--___ V ^v - 3.ALL HOUSE TO bARA6C DOORS TO BE SOLID GORE 13/6"THK. ------ - I SELF CLOSING AND TI6NT FITTING.(SEE PLAN FOR SIZE). W O --- 4.ALL ENTRY DOORS TO BE SOLID GORE 1 3/4'THICK.(SEE PLAN 50, SEE FOR 51ZE).AT DOUBLE ENTRY DOOR PROVIDE DEADBOLT AT N TYp. ELEV. TOP AND BOTTOM OF INACTIVE DOOR O >U n jAj 5 ALL EXTERIOR PRENC 4 DOORS TO Be SOLID GORE 1 5/4'THICK OPTIONAL•L DEN (SEE PLAN FOR 51Z�.AT DOUBLE PRENC-H DOOR PROVIDE J Uj C D DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR '.i a 1'-10 4' 4' '-10' I " 6 BUILDER SHALL VERIFY W/WINDOW MANUFACTURER THAT ALL AT BEDROOM 5 2. Z. M ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR � _�O \"I OPENABLE AREA OF 5.1 SWARE FEET.THE MINIMUM CLEAR •T! �5 Q V O OPENADLE HE16HT DIMENSION SHALL BE 24 INCHES.THE MINIMUM ■R■ i-V �N , NET CLEAR OPENABLE Y'UDTH DIMENSION SHALL BE 20 INCHES Y� � T-4' LOb' AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES = O co ABOVE THE FLOOR.(PER U.B.G.310.4).WINDOWS NOT MECTIN6 � 17 cm REQUIREMENrS SHALL BE BROUGHT TO THE IMMEDIATE � , ATTENTION OF THE ARCHITECT. 2 T.WHEN THE OCCUPANCY SEPARATION BETV*MN THE HOUSE AND GARAGE 15 APPLIED HORIZONTALLY,THE STRUCTURAL MEH5ER5 SUPPORTING THE SEPARATION SHALL BE PROTECTED BY THE E e=IVALENT PIRG-RE315TANG CONSTRUCTION.(UBG SEC.302.2) MG W 5Q. FOOTAGE H FIRST FLOOR 1 502 SECOND FLOOR 1398 ;Z W FIRST FLOOR PLAN SHAN6r: E=RE- IIN TOTAL 2400 4 � cm CHANGE PER ELEVATION. GARAGE 0 U G= NOTE.FIN15HM SQUARE FOOTASE GALCIULATIONSON5 ONLY AND MAY VARY PROM THE! N ■ PCOFFEREDLLAN HEIL SEE FINISHED SGY/AKE FOOTAdW HOUSE AS F"IUILT. mo ��a � W ,i FLOOR PLAN NOTES .34'CLEAR REFRIGERATOR SPADE.PLUMB FOR WATER SUPPLY. 36'-0' VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.PANTRY.SEE AND ELEVATIONS. «---- ----------------1 3.30'SLIDE-IN RAN(SE-OVEN GOMBINATION W BUILT-IN HOOD, 2'-0' 3'!' 3'-b• 2'-0' p'-2' 6'-8' i'-6' S I/2' _2 1/2' LI6HT♦FAN NENT TO OUTSIDE AIR). c�I I'-II 4.36•C.00KTOP W/METAL HOOD W/LIGHT 4 PAN 3 'W 4'-T' 4'-3" W-" -11• 3'-4' 3'-4' .L,ta I/2"2'-3' VENT TO OUTSIE AIR). 4 -5.SW C00KTOP W/DOWNDRAPT PAN(VENT TO OUTSIDE AIR). 6.30"COOKTOP(DROP-1 W PV METAL HOOD W/LIGHT 1 PAN _ aI NENT TO OUTSIDE AIR)W/So"BUILT-IN OVEN(BELOW). ._.. J� sw 1.XX'DOUBLE OVER. 12= a L� I PT. DEC I OPT 2636 B.BUILT-IN MICROWAVE. �. I ACK C. 4.OPTIONAL TRASH GOMPAGTOR. I 9N 10.OPTIONAL RECYCLE BIN. I------ ---- f I I.W-O"TUS/SHOWER VV WATER RESISTANT WAINSCOT TO 12' 2b46 P.G. 5046 SL. 2646 Fb. 2696 SN. .) 'I111� ABOVE DRAIN UN O.PROVIDE SHOWER CURTAIN ROD U.N.O. 12.HOT MOP SHOWER PAN.SEE PLAN POR SIZE.TILE TO 12" CL6. 4 J aiI-, n ABOVE DRAIN U.N.O. T \ 3.HAND BUILT TILE SHOVER.SEE PLAN FOR SIZE.TILE TO 12" 14 d h t4 ABOVE DRAIN UND. �L n I \\ 340 pI� 14.60"X 42'OVAL TUB N/CERAMIC TILE WAINSCOT.PROVIDE a a a a a a a a a a a i 0 1di \ N n M BAT nl � MOTOR ACCESS PANEL AT OPTIONAL SPA/HYDROMASSASr IS h BATHTUBS.VERIFY SIZE AND LOCATION OF ACCESS PANEL. SHATTERPROOF GLASS SHOWER ENCLOSURE. SHOWER SEAT.SEE PLAN FOR HE16HT. Q Q ^ 91 �• \ ,4 D'-1' U / I �. �' 11.LINEN CABINET. SEE INTERIOR ELEVATIONS. Ip'/ YYj 4 W-4" 10'-4" rL S'-6' G�•S'-4' 6' 4'-2' R 6'-0 I !=,. y 18.(5)EQUALLY SPACED SHELVES. r O 0 ♦ I \ / 14.FA.U.'B'VENT TO OUTSIDE AIR. C - 17 42'X42' 20.PVH'S'VENT TO OUT51E AIR Y '< < 21.PROVIDE A 15"HIGH VW.PLATFORM FOR V41H OR F.A.U.PROVIDE ~ ~ COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR&RILLS OR b b \ n DUCT AS ON ON HEATING PLAN AS REO'D FOR PAW.ONLY. m ,>S \ ,p IF FA.U.AND W/H ARE SIDE BY SIDE PROVIDE A"T'PLUMBIN& MASTER \ T-I' __ LL I PITTIN6 AT P6.AND A COMBO.S'VENT CONNECTION FOR DEL. Q®©� a a a a a a a 4 II• USE OP EQUIPMENT.NERIPY) iro BEDROOM \ i i 3' QThI`.�'' n Ir to K IN I 6 T 22.14"X IB'G.I.SCREENED LOUVERm COMBUSTION AIR VENT. m I 8'-I" R9 p I � 1i0 I n 23.3'PIA.BUMPER PIPE 36'HIGH W/MIN.12'EMBEDMENT. 24.TEMPERATURE 4 PRESSURE RELIEF VALVE. 25.14"■6'GARAGE EXHAUST VENT,51-REENED AND LOUVERED. 26.DRYER VENT(MAX.14 ft.LENGTH INCLUDING(2)90 DEGREE J ELBOWS.PER G.M.G.504.3. ------- -7, 2.1 .PROVIDE WATER•WASTE FOR WASHER. J ----------- --__ 1 y p 53 &A5 DRYERS INSTALLED IN A 6ARA&E MUST BE ELEVATED 50 ¢. ]046 P ]046 P. ] 46 Pb. - \ - 'ry I THAT PILOTS,SWITCHES,BURNERS AND HEATING ELEMENTS ARE NIMUM I L. 24.PROVIDE SMITTY AWN kV DRAIN BENEATTH THE FLOOR �WASHER BEDROOM 2 I 30.2x6 STUD WALL. G 48 / - - 6'-I"GLb. 31 PONY WALL.SEE PLAN FOR HEIGHT. 8 n I 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, T' a \ \ 2 T6�10• / 1'-I' 1 I 0 I � � 33.PLUMBING WASTE DROP FROM ABOVE. 1� 34.22'X 30'ATTIC AGGE59 PANEL PER G.B.G.15051. ry \ 12'-0' '-4' 4' y 4'-4' I / ] 3'-2' .35.FAU.IN ATTIC.PROVIDE 30'X 30"ATTIC ACCESS PANEL. ` c7 p / (OR PER G.M.G.40&). PROVIDE FUEL GAS,LIGHT AND SWITCH. oAPr \ \ / ^ 16 / '���• S'd' I 36.METAL FIREPLACE.SEE MANUFACTURES SPECIFICATIONS FOR .d �/• f I RAISED HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. r: OPEN TO h \\ // O D HALL 2 n �i�RRRI 4 PROVIDE F.6.AND KEY. XXXXX • p =-T DC.OY'l 6'-'GL6, p1 n 31.APPLIANCE FIREPLACE.PROVIDE F.6.M(VVEERIIFY B-VENT EXITING a� Y 2G6D 8068 BI ASS ( AND TERMINATION REQUIREMENTS)APPROVED EQUTA-T022'OR 7 O ----- ---- ' / 3'-0' /'3'-6' \ 38.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAN). u 14'-2' -�h� / / WARDROBE 10'-0" _._.__._ _._ _. I p 39.SKYLIG . `. ♦ _ l 40.36'HIGHHT GUARDRAIL PER G.B.G.504. 216" 2'-4- 6 „ I / / - n S.4 P. I N x 41.SW-36"HIGH HANDRAIL ABOVE NO9I146 PER G.B.G.10033.3.6 k I / ' ' \ 42.FIEWEL POST. . ^ 3-2' S-4" /tom 1 A < I / 31 26" I 43 2-LAYER5 5/B"TYPE'X'GYP.BD.FIRE 5EPARATION AT CEILING. 44..FIRE SEPARATIONW BETWEEN HOUSE!GARAGE TO BE I�w\ i / U \f A 5/8"TYPE'X"GYP.BD.W/bd COOLER NAILS AT 1"O.G. 45.FIRE SEPARATION BETWEEN 2ND.PLR.4 GAR.GL6.AND �•• / / I \ M \ `• WALLS SUPPORTING 2ND FLR.TO BE 5/8"TYPE"X'GYP.BD. I T I 46.S/8"TYPE'X"GYP.BD.UNDER STAIRS AT ENCLOSED, 4 ry / f / \ \ InUSEABLE SPACE.6d COOLER KAI L5 AT 1"O.G. I�-J '" I / I BEQROOM 3 �I 41.LINE OF CRIPPLE WALL ABOVE. 46 FLAT SOFFIT,SEE PLAN FOR HEIGHT. . t \ w 6'-It\GLG. [QI 44 ARCHED SOFFIT.SEE INTERIOR ELEV.OR PLAN FOR SPEC. 50.LINE OF FLOOR ABOVE. r 1'-4' aY \ I 5 I.SHELF.SEE PLAN FOR HEIGHT. 1". fV \ O 1 \ 4 52.GLASS BLOCK. Z %11 11 lT 1T O \ „ 53.DUCT CHASE.VBRIFY W/H.VA.C.DRAWINGS. Q YN 6,_� 4 C r I ^ !;� SI 51 I N \{ 54.RECESSED LUMINOUS CEILING.SEE FLOOR PLAN FOR SIZE AND J O ID I m \ I SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. EL N HE16HT. 6 ry � I 55.LINE of SYNTHETIC STONE VENEER.SEE ELEVATION. o 56.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE ^1 BONUS RM./ SLAB INTERFACE PLAN FOR TOE FT&.RETURN DIMENSIONS. ``�O y �' O I I b - Pb_ � 51.LINE OF"2'WAINSCOT.SEE ELEVATION FOR HEIGHT. O x U "�] OPT. BORK 5 1 �--- -1 � A np n 58.LINE OF WAINSCOT FURR'&.SEE ELEVATION FOR HEIGHT.SEE LL d G 1 C, U $ Q I W/ BATH 4 /�\ SLAB INTERFACE PLAN FOR MORE INFORMATION. Z m .d 07 4f D 4 y 4 I b'-I'GL6. / \ 5-1.LINE OF DECORATIVE PORN RAILING.SEE ELEVATION. a I� I 60.LINE OF EXTERIOR BALCONY GUARDRAIL SEE ELEV.FOR G. Q1 Z E t7 m y r t• [ I // \\ B-A. L I 6 TOP OF OPEN&UARDRAIL5L544ALL H SHALL AVE BINTERMEDIATE RAI LESS THAN 36'ILS OR AN J O a O 0 p� p Q I\ \ O I O PATTERNORNAMENTAL 4'IN DIAMETER CANNOT PA THROUGH.PER C.B.C.5049. /1 N 3Cz] O d N a0 61 PROVIDE DECK DRAIN(S)W/OVERFLOW.PROVIE BUILT-UP 1.1� z N Y F tr• BEDROOM 5 d I I \ m , 06VQNG MATERIAL BEHIND DRAIN(S)SO TO DIVERT WATER AWAY FROM CORNER(S). " .0 \ n N I 63.24'TTOYVEL.BAR-H6T.54'ABOVE F1 N R.PL hI I \ \ 64.TOILET PAPER HOLDER-HOT.24'ABOVE FIN.FLR. K. OUTLET FOR i 6b.&AS MET'ER LOCA ON.A SEE UTILTION �PLAN. GENERAL PLAN NOTES ' y I ALL INTERIOR DOOR5 TO BE HOLLOW GORE 1 3/6"THK.U.N.O. 4 4 �� T (SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS I----- PROVIDE EADBOLT AT TOP OF INACTIVE DOOR. CD -- ------ -- ----- ----- 2 ALL 6ARAbE SERVICE DOORS 70 BE HOLLOW GORE 3/8" o % THICK EXTERIOR(WADE.(SEE PLAN FOR SIZE), b/� •AA)++3 SELF CLOSING AND TI&HT FD TTIOORS .(5EE PLAN FOR SCOREIZE). TFNC W W O yr� f'I 4.ALL ENTRY DOORS TO BE SOLID GORE 1 3/4"THICK.(SEE PLAN n�N OFT, SIDE, W/ am FOR SIZE).AT DOUBLE ENTRY DOOR PRO VIE DEADBOLT AT O ELEV. TOP AND BOTTOM OF INACTIVE DOOR. O Q 4CALE 1/4"-I'-O" �, j U AT BONUS ROOM D 5.ALL EXTERIOR FRENCH DOORS TO BE SOLID GORE 13/4'THICK = J (SEE PLAN FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDE PEA 5OLT AT TOP AND BOTTOM OF INACTIVE DOOR 2. 2• 6 BUILDER SHALL VERIFY N/WINDOW MANUI-AGTURER THAT ALL W W M ESCAPE O RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR L7 R 121T' 4'-0' 6'-6' 4'-0' 6'-0' T'-D' 2'-4" OPERABLE AREA OF 5.1 SQUARE FEET.THE MINIMUM CLEAR T! J Q v O OPERABLE HEIGHT DIMENSION SHALL BE 24 INCHES.THE MINIMUM V _ NET CLEAR OPERABLE WIDTH DIMENSION SHALL BE 20 INCHES W i COAND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES = 2 ABOVE THE FLOOR.(PER U.B.G.3i0.4).NINDON5 NOT MEETING of cm REQUIRM EENTS SHALL BE BROUGHTE �TO THE IMMEDIATE! , ATTENTION OF THE ARCHITECT. O 1.WHEN THE OCCUPANCY SEPARATION BETWEEN THE HOUSE AND &ARA&E 15 APPLIED HORIZONTALLY,THE STRUCTURAL MEMBERS SUPPORTIN&THE SEPARATION SHALL BE PROTECTED BY THE EQUIVALENT FIRE-RESISTANCE CONSTRUCTION.NIB-5EG.302.2) co `O r �Z W M w Q SECOND FLOOR PLAN A " zzF O Ua-' ui SCALE-1/4"-I-0- [zil ■ z o < CV W o � UTILITY LEGEND � o,lao� .MxFAGE MOUNTED CEILING LIGHT FIXTURE I RECESSED LIGHT FIXTURE I HANGINb LIGHT FIXTURE aaaa Ii--------------- t I I � VP. RECESSED LIbHT FIXTURE W/VAPORPROOF LENS COVER. (GFGI AT HYDROMASSAGE BATHTUBS) I WALL MOUNTED LIGHT FIXTURE T R/LOPT � WALL MOUNTED SCONCE LIGHT I -__ --i I-, €-'23ov. P.wi '�$; 5URFACe MOUNTED FLUORESCENT FIXTURE/UNDER Nor 3 �� -1 'H - -- DlscoNNECT CABINET LIGHT FIXTURE FLUSH MOUNTED STAIR TREAD LIGHT. aaaa a a a a a a a NO K — I tt RECESSED FRACTIONAL HP EXHAUST PAN, wP. \ AT OPT SWITC-H CONTROL m Y DOOR •33" I�� RE'GE95ED COMBINATION LIGHT/EXH,4UST FAN, __ SWITCH CONTROLLED ' Q T FAMILY KITCHEN / )� RECESSED COMBINATION EXHAUST FAN/HEATER u 5WITGH CONTROLLED ZH H FAMILY LIONT I _) 120V DUPLEX CONVENIENCE RECEPTACLE 4 DOORT \ as aaaaa / .93" / \ I 220 240V SINGLE GONVENIENGE RECEPTACLE IHbT 120V DUPLEX GONVENIENGE RECEPTACLE, SWITCH CONTROLLED,1/2 HOT -_ 3 120V QI/ADPLEX CONVENIENCE RECEPTACLE - - r ji 1' 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW - � (INGL.INSIDE CABINET OR ABOVE AT CEILING). , 7 0 DINING I �i3 ----- � _3 I I 3 ---- I�iD3T P„ � �'. 120V,NEATHERPROOF DUPLEX CONVENIENCE RECEPTACLE Q 12OV,GROUND FAULT CIRCUIT-INTERRUPTER(GFCU DUPLEX GONVENIENGE RECEPTACLE ` q HALL I a .BED". 4/ � POP. 12OV,NEATHERPROOF G.F.C.I.DUPLEX CONVENIENCE LIVING / QP'I. DEN RECEPTACLE BAf 3 / DEDICATED COMPUTER OUTLET OPT.li li \ j IL O 120V FLOOR TYPE DUPLEX RECEPTACLE,W/COVER t DINING 4 PL -14� 51NbLE POLE LIGHT SWITCH r OPTIONAL MEDIA ;Cp AT J/ \\ „ \ -AlTNREE-WAY LIGHT SWITGN � tV SCALe lip=r-p^ IT AT FAMILY \ I ry WALK IN -ill FOUR-WAY LIGHT SWITCH SINGLE POLE LI6NT SWITCH YV DIMMER CONTROL ENTRY �I- uP _H-_ 1 _ - 3- 1-^Q PH. TELEPHONE JACK p T✓. TELevIsloN ANTEruu,/CABLE JACK -- -- Z PUSH BUTTON FOR DOOR 1-HIME-5 OR GARAGE Q DOOR OPENER d j DOOR GHIhgS } THERMOSTAT,VERIFY LOCATION WITH HEATING t o /3 AC LAYOUT F 1 q v„. i T I I I 1 I I ,y'Tv O JUNCTION BOX,WITH COVER OR ADAPTOR AS PORCH SMOKE ALARM,IGBO APPROVED,GEILIN& 1 LLL 1 DEN -L-------� STUB our FOR G GARAGE `/`` MOUNTED,HARD WIRENCTION D AND YV BATTERY BACKUP F m y III -I METER OF R EILINb FAN.0 Box,WITH COVER OR J N O p ------- '. ADAPTO AS REQUIRED I GAS I AT liL6 AT CL6. C W Q 6L�LL ED W LIGHT ADDRESS SIGN NISIBLE FROM STREET) LOW ( VOLTAGE)TIED TO PHOTOCELL. N. .pg ELVACUUMTRIGAL VACUUM LOCATION. �TIMERRR16ATION �VIGE PANEL WM DEDICATED CIRCUIT FOR VAC SYSTEM 9.O.v. „.B. 20 AMP.MIN. J SECURITY 5Y5TEM MASTER UNIT STORAGE I J Wa CLOSET - - - - - - - - it Q FLOOR DRAIN(FD)OR AREA DRAIN(AD), AS NOTED L o O ROOF DRAIN(RD) y n A� OPT J W IJ N +A-HIS HOSE BIBB(W n�N +A\-HE,I HOSE BIBS WITH SHUT OFF VALVE MB/5OV) O O Q 90v � i 'J U J # FUEL GA5 OUTLET(FG) JLn m W -- r LOOSE KEY VALVE(KEY) 00 bCALI 1/1- SEE ELEVATIONS FOR EXACT Q OPTIONAL DEN LOCATION OF LIGHTED —Q WATER STUB OUT FOR FOR ICE MAKER W N N 0 ADDRESS SIGN. M AT BEDROOM 4 � � NOTES: N o2 L MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND Q 5ATHROOM5 SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR.G.B.G. 203.3. 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK PLOW W PREVENTION DEVICE AT ALL HOSE BIB65. G P.G.603.4.1. C 3. SHOIAER5 AND TVB-5HOWER GOMBINATION5 SHALL BE '..� PROVIDED W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING Q VALVE TYPE.G.P.G.420. 4. GAT 5 Rb 6 WIRING N U W ca S. ARC-FAULT CIRCUIT INTERRUPTERS ARE TO 4 =Z FIRST FLOOR UTILITY FLAN USED AT ALL BEDROOM RECEPTACLES N a= _ uj SCALE 1/4"-1-0" `_/� ^ l-1 O • °a W W UTILITY LEGEND aao= SURFACE MOUNTED GEILINb LIGHT FIXTURE ________________________ I RECESSED L16HT FIXTURE I HAK&IN&LIGHT FIXTURE 1 as as ' I I VP. RECESSED L16HT FIXTURE W/VAPORPROOF LENS I I COVER. (GFGI AT HYDROMASSA&E BATHTUBS) I I I WALL MOUNTED LIGHT FIXTURE I I I A WALL MOUNTED SCONCE LIGHT t-PH SURFACEMOUNTED FLUORESCENT PIX'NRE/UNDERGABINE7 LI6NT FIXTURE FLUSH MOUNTED STAIR TREAD LIGHT. M BAT ggqqq<ai RECESSED FRACTIONAL HP EXHAUST RAN, SWITCH CONTROLLEDRECESSED COMBINATION L16HT/EXHA)5T FAN,SWITCH CONTROLLEDryT RECESSED COMBINATION EXHAUST PAN/NEATER U5WITGH CONTROLLED OPT. MASTER \ 120V DUPLEX GONVENIEHGE RECEPTACLE BEDROOM Q �:: ; I �OKT11 -W 220 240V 51N6LE CONVENIENCE RECEPTACLE ©®� a a a a a a a „ ICI g4- 1 -E} 11 1/2 120V DUPLEX CONVENIENCE RECEPTACLE, I1 �y HOT SWITCH CONTROLLED,1/2 HOT �V - - -.- - - - -.--�. + 120V AUADPLEX CONVENIENCE RECEPTACLE, 7 Hor � 12OV,DUPLEX CONVENIENCE RECEPTACLE BELOW - I (INGL.IN51DE CABINET OR ABOVE AT CEILING). m ---- BED OOM 2 120V,vaATHERFROor-DUPLEX CONVENIENC8E 4 Tv. RECEPTACLE r 120V,GROUND FAULT CIRCUIT-INTERRUPTER(6FGU C" DUPLEX CONVENIENCE RECEPTACLE :S 'S �. 'p-- � WP. 120V,NEATHERPROOP 6.F.G.1.DUPLEX CONVENIENCE P RECEPTACLE b ' s p --t OPEN To HAIL/ 2 $ DEDICATED GOFPIITNt OUTLET E I 1 � I 120V F I O LooR TYPE DUPLEX RECEPTACLE,W/GOVER -- _ I{)- SINGLE POLE LIGHT SWITGN I THREE-WAY LIGHT SWITCH j y� 1 rv. -t4 FOUR-WAY LIGHT SWITCH 0D 51N6LE POLE LIGHT SWITCH W/DIMMER CONTROL f. \ PK TELM HONE JACK p BEDROOM 3 -Q TV. TELEVISION ANTENNA/GABLE JACK g PUSH BUTTON FOR DOOR CHIMES OR GARAGE /pL R.� DOOR OPENER L A. � a DOOR CHIMES J \ pH. THERMOSTAT,VERIFY LOCATION W F WITH HEATING t 2 �io o g T AG LAYOUT N w N. OJ JUNCTION BOX,WITH COVER OR ADAPTOR AS 0 y 6 pj REOUIRED / P BONUS RM./ / �/ �5 sMOKe ALARM,Iceo APPROvty,cE1Llr� Z u- b / OPT. BDRM. 5 / O MOUNTED,HARD WIRED AND YV BATTERY BAGgJP 0 D W/ BA. 4 / BA. 2 Qo F / OF CEILING FAN J)NCTIoN BOX,WITH COVER OR J O Co a / �"--- --- ;� ADAPTOR AS REQUIRED W a w a vwBEDROOM ADDRESSADDRESSLL fn o u o i N / -- O ((LOIN VOLTAGE)TIED I TO(VISIBLE PROM STRUT) Z cv Z F G. VACUUM LOCATION, VG DEDICATED GIRGUIT FOR VACUUM SYSTEM 20 AMP.MIN. - -- �- SECURITY 5Y5TEM MASTER UNIT FLOOR DRAIN(FO)OR AREA DRAIN(AD), A5 NOTED O ROOF DRAIN(RD) � V/ v, v HIS HOSE BIBS(HB) O LLL O N -` HIS W/ HOSE B155 WITH SrUT OFF VALVE(HB/SOV) O O Q M SOV j U 1 �--♦' FUEL GAS OUTLET(F6) �, J A` mV1n LOOSE KEY VALVE(KEY) s(w7 O M OPT, BEDROOM 5 W/ BA, 4 o WATER STUB OUT FOR FOR R W ICE MAKE L AT BONUS s�A`E " o o � a. N NOTES: I. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND � Q 5ATHROOM5 SHALL BE CAPABLE OF PROVIDING 5 AIR CHAN6E5 PER HOUR. G.5-- i2o3.3. Y 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW W PREVENTION DEVICE AT ALL HOSE BISBS. G.F.C.6o3.4.T. O 3. 5WWER5 AND TUB-5HOEK COMBINATIONS SHALL B PROVIDED W/I W E NDIVIDUAL CONTROL VALVES OF THE r PRESSURE BALANCE OR THE THERMOSTATIC,MIXING Q VALVE TYPE.G.P.G.42o. mz 4. GAT 5 li6 b WIRINGLn ry o 0 (ry N U SECOND FLOOR UTILITY PLAN 5 ARC,FAULT CIRCUIT INTERRUPTERS ARE TO BE T USED AT ALL BEDRooM RECEPTACLES A. S ■ W o aNa W � oa m U m O z 0 0 A 0 0.®r, N�- �p E. E, z/ ld?4� ld DoMm W RM' ovm REF. v ' L12 - VA- a) 1r=1 -4 Ir9 OVEN , j SPACE 1 �/\ /\ q<qqqqaq Vr C4A V-4t Apw3'-0• �u I,_'• .k AL 1�leHGIiIPY vatipy KITCHEN STANDARD STANDARD OPTION DBL. OVEN OPTION DBL. OVEN <<<<kkd aaa NOTE: CABINET ELEVATIONS ARE SCHEMATIC ONLY - 5EE SHOP DRAWINGS BY CABINET MFG. 14. ry ->4-- r F r-il r-F F ACK'Y'LIC A 5LK- NOTE F-F 07 MOUNT ALL SHOWER ----- ------t a�O 4� HEAD5 AT HT. �/1V �V z ABOVE TUE3/!BHOYqEFZ z r -1r-_ PAN. (DRAIN INLET) 0 X. (Jr) MA5TER BATH LINEN BATH 2 BATH 3 OPT. BATH 4 LAUNDRY z z 0 V)W z 0 zN - 0 zo u < C,4§ vz) z rn uj< 0 z <2 0 C, t aIL- 0 g t ---r z Z 'Alf fir 0 .4 0 UP cn u) R. A LIL Lc) 22 0 0 co vi;Q W LIJ 46 41 LU = Cc 00 C6 0- C-0 cm CD 0 54 SECOND FLOOR F I R5T FLOOR Lu SECTION B SECTION A Lu —j SCALE: 3/8"= P-0.1 SCALE: 3/8"= 11-0.1 Lu o ............ w SECTION NOTES I.?AS`-IA BO ARD.OARD.SE!ELEVATION. 2.BARGE BOARD.SEE ELEVATION. 5. EXPOSED RAFTER TAILS. 1_ U 4.RDOMN6 MATERIAL,REFER TO ROOF PLAN NOTES. �t 5.ROOF SHEATHING. b.DESIGNED WOOD ROOF TRUSSES. 7.HEEL STAND TRU55E5. q q q a L) b.61RVER TPUSS. 9.2X ROOF RAFTERS. 10. 2X ROOF JOISTS. W 11 .2X CEILING JOISTS. 12.RIDGE 13OARD/51! ry 14.DROPPED BEAM. a I2 4 I .PLUSH BEAM. 9 - 5 15.HEADER A O 16.IX OVER 2X TOP PLATE AT NON-BEARING WALL. 1 7.DOUBLE 2X TOP PLATE AT EXTERIOR• BEARING WALLS. U' 6 1 6.2X FLOOR JOISTS. 1 9.DE5 I6NE0 F q FLOOR TRUSSES. q q 20.PLOOK 51-IEAT141146. 2 I .b.l.FLASHING.(ROOF TO WALL) W TOP MT. 2 2 2.G.I.FLASHING AND SADDLE/CRICKET. TOP PLT. TOP PLT. III TOP PLT. 23.EXPOSED BEAM. q - - 24.2%SOLE PLATE. 25.2X P.TDP.51LL PLATE. W 42 47 26.2X4 STUDS. �. 27.2X4 CRIPPLES. 211. • TYP i 29.2X BLOCKING. RING. JJ U o BONUS RM/OPT. a p 30.2xb 9TUD9. p U C V M. B M. BDRM.' HALL 2 MASTER M BATH ° 31 .Pour WALL.SIM PLAN FOR HEIGHT. BORM. 4/BA. 4 M. 42 BEDROOM ,1 4 4 4 4 4 4 4 4 4 a a 14 TJI 3Z.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, (p ,z TRI.IG G TI S TI1IR.AL ALGULA ONS AND GENERAL NOTES. 21 24 20 14 33.C5)2X STAIR STRINGERS. 34.PLYWppD TREADS AND RISERS. FIN.FLR. FIN.PLR FIN.PLR PIN.PLR 35.WINDER STAIR FRAMING MV PLYWOOD TREADS. TOP PLT. TOP PLT. TOP PLT. TOP PLT. 56.RIP 2X DECK JOI575 FOR I/4'PER FOOT SLOPE. 1 37.EASTOMLRIG DECKING OVER PLYWOOD SUBPLOOR. W 1 IS INSTALLE7 TO MANUPACTURER'S SPEGIPICATIONS. ' Q IT 4D M. 36.2X 'NAIL SPACED'DECKING. 1l 42 4S 14 99.CONCRETE FLOOR SLAB. `J\ / M, L=� 40.56"HI6H GUARDRAIL PER G.B.G.x 9. 41. L ABOVE T T 7 42.FIIBERBAT IIN&I ATI ION-SEE ENERGYICOMPLIANGE SHEET. 3b. 0 NOOK HALL BA. 3 7 76 C V C 43.2-LAYERS WD'TYPE'X'GYP. FIRE SEPARATION AT CEILING. I GARAGE FAMILY NOOK KITCHEN 44.FIRE SEPARATION BETWEEN HOUSE R GARAGE TO BE R 5/b'TYPE"X'GYP.�.W/ad COOLER NAILS AT 7"O.G. 45.FIRE SEPARATION BETWEEN 2ND.FLR t GAR.GL6.AND 2 WALLS SUPPORTING 2ND PLR.TO BE 5/b"TYPE'X'bYP.BD. \ 1,. 46.5/6'TYPE'X'GYP.BD.UNDER STAIRS AT ENCLOSED, [ FIN.FLR TAG. FIN.PLR PIN.PLR USEABLE SPACE.bd COOLER NAILS AT 7"O.G. 41.5/5'GYPSUM WALL BOARD y O 46.1/2"GYPSUM WALL BOARD W 44.EXTERIOR FINISH,REFER TO ELEVATIONS. 50.EXTERIOR SOFFIT(SEE ELEVATION). F 51 .SHELF,In'GYP.BOARD OVER 3/6'PLYWOOD. x SECTION D SECTION ATTIC F.A.U. NOTES e SCALE.I/1"•I'-O" SCALE:IIIIII. FLIE SHALL BB LISTED PM INSTALLATION IN ATIG OR IN A RR A FURRED SPACE. p 2. MAI SHALL BE LISTED FOR USE ON COMB.1 TIBLE FLOORING. � S. ATIG OPEENING AND PASSEA6EWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE. 4. PROVIDE MINIMUM 24'WIDE SOLID CONTINUOUS FLOOR FOR .� PASSAGEWAY. O S. pVRNACE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC oo U OPENING. ^, $ O 12 6 CS Pnovoe IN FRONT uN E5mzTe LEVEL WORK SPACE OF 30'x 30'MIN. 6 7. VENT THROUGH ROOF A MIN.OF 5 PT.ABOVE THE HIGHEST VENT L) U a O COLLAR WHICH IT SERVES. Z 6. FURNACE INSTALLATION SMALL MEET ALL LISTED CLEARANCES. Z LLl O W O I, 4. RAISE PLATFORM AND PA5SA6EWAY FLOOR wFPICIENTLY BO Q - tx O F TOP MT. vo TOP PLT. TOP PLT. INSULATION BENEATH WILL NOT BE COMPRESSED. V O p 16 GENERAL SECTION NOTES ui Z N rtop+IyFay aao M. o n 71 12 MA5TER1. REFER TO STRL'GTLRAL EN6INEEC5 DRAWING5,DETAILS AND ° BEDROOM 5 HALL 2 BEDROOM 3 49 4 NOTES FOR INFORMATION NOT• MN MERE. 2. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SFIOMO� k] �...�� HERE. a 15 TOP PLT. 3. SECTIONS REFLECT THE'A'ELEVATION U.N.O. PIN.PLR RUN 10• 4. ROOF SLOPE(9)AND OVERHAN6(S)MAY VARY PER ELEVATION. O TOP PLT. 'i. • TOP PLT. REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH je- R ELEVATION FOR MORE INFORMATION W 41 0 00 OOcn +� 0 it �o� a „� l'" WALK IN V) N FAMILY LIVING ENTRY PORCH , = LIVING ENTRY 1i' LAUNDR�' GL05ET Q Q O daMIa C-) 1 x J J ViLo mW, o J yl 34 W W G4 1 � izocq PIN.PLR FIN.FLR FIN.FLR FIN.FLR 3 V)� Cc Wo N O ■ SECTION C SECTION A m SCALES I/4'-70- SCALE:I/S•-I'-O" O II- C, W nSco A =�1 �zo ■ W Ci x �� N W a � ELEVATION/ROOF NOTES I. 2x6 FASCIA,SEE DETAIL. onmo] T. 2. 2x6 BARGE,SEE DETAIL. O AT OPT. 3. x EXPOSED RAFTER TAILS YV SHAPED ENDS,SEE DETAIL. U < TYP. TYr. TO COORDINATE WITH TRUSS EN61NEER. I DECK ONLY I 14 NOTE:ALL RAFTER TAILS TO BE EWALY SPACED.FRAMER -- AT OPT. 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. EXTERIOR PWTER 90FfIT.O/EXPAND®METAL LATH. J ___- ___ _ .1 25 6. (1)GOAT STUCCO SYSTEM 1.CB.0. XXXXXXX 4 4 4 4 U �IjII 1. EXTERIOR SIDING,SS EXTERIORR FINISHES NOTES. y r A` ��• L 7 6. EXTERIOR GRADE PLYWOOD SOFFIT. FC. 9. TONGUE-AND SROOVE SOFFIT. ` O �A i` ZQ 1 2°XIO' AT o►r^ < 0. EXTERIOR 6RADEICAL MOOD TRIM AT XX'0.1-PLYWOOD OR MDA.BOARD.OVERF 2'X4'O/ I 1 22 TrP. 2 .33 a a'-II' 2'-9' 1. EXPOSED WOOD CORNER TRIM,^R EXT.FINISH NOTES. Z? 1 .7 12. EXTERIOR 6KADE PLYWOOD OR M.D.O.BOARD. a' j� 14. M. O I I r I. M 13. WOOD LATTICE O/EXPOSED PLYWOOD OR MD.O.BOARD. q U ROOF LINE L� 14 TAD 1 EXPOSED WOOD FOAM TRIM,SEE ELEVATION CI)ROOF BU ELEVATION FOR SIZE. RIDGE ILDING � / AREA- TOP PLT. _ _ _ TOP PLT. '& - - - - � Ib. BUILT-UP"CURVED"PLYWOOD TRIM OR M.D.O.BOARD. Q 11. FIXED 5H)TRTLS,SEE ELEVATION FOR SIZE. DORMERS I LINE � II 4444 4444444 96 D., 18. POTSHELF,SEE DETAIL. 19 PROVIDE 6.1.FLASHING AT ALL EXPOSED WOOD TRIM. R•1 I j TYP. 7 21 D al -2'�• 20. CONTINUOUS 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL. Q q K QH d D.I M. !, - 2 I. 6.1.PLASHING ROOF TO WALL. I� RIDGE �l I 4 // DIA. 22. 6.1.PLASHING AND SADDLE/CRICKET. T Q 1 14 25. APPROVED TERMINATION GAP YV SPARK ARRESTER FROM PP" ' Ir -4 S P• 1-' 1 b FIREPLACE MANUFACTURER. Q _� 9•x4' _ .� al 24. MASONRY VENEER. 1 F '.J 7 I T PL. i' - -- - - --- - ___-_-_ -__- - - - - - -- - 25. THIN-SET MASONRY VENEER- SR.I « ------- --ll ------------ FIN FLP- 26. SYNTHETIC STONE VENEL I.-DO.N XXXXX U �. T - - - - `\\\`� 21. SHAPED FOAM CORBEL,SEE DETAIL. ...Tyr. y/A q D - - - - - - - - - -- - - - TOP PLT. 'Op aT 6 28. SHAPED WOOD CORBEL,SEE DETAIL. 29. x WOOD POST(S). © _ 4 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. p jp 5 / 31. MANUFACTURED COLUMN. .(I• TYP. _T p 6 •} 32. PRECAST COMPONENT/TRIM,SEE DETAIL. 41 a I 1 I M. Da A U � TYP. II � I 33. DCGORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. q Q 1 I AT DR ,I D.I D• P 34. METAL RAILING,S�DETAIL. 35. WOOD RAILING,SEE DETAIL (( �� •••I ~ 1 14 36. DECORATIVE METAL,SEE DETAIL. 31. EXTERIOR PLASTER RECESS SEE ELEVATION FOR U{ Y U y1{11 LOCATION,DEPTH AND 91Z�OF FINISH®OPENING. ; I D p 1 - 38. 6.1.SCREENED 4 LOWERED°bABLE END VENT", t p AREA-t3 1 D.1 4411 11 q 'Tie AAA-� - SEE ELEVATION FOR VENT SIZE AND LOCATION.(SM REOb. d (I)ROOF �LI I - ATTIC VENTILATION CHART FOR MORE INPORMATIONW. t 'b DORMER �.L_ __I____'� 1 (1)ROOF _ . n T.O.G. P. - ___ DORHEft _ _ _ _ 39. 6.1.SGREEi�D"ROOF"AIR VENT.(SEE REQUIRED ATTIC F.F.FF VENTILATION CHART FOR MORE INFORMATION). O 40. DECORATIVE(FALSE.)VENT/LOUVERED BOARD,SEE ELEVATION FOR SIZE AND LOCATION. 4 1. 6.1.6UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD ,D w VERIFIED. w 42. 6.1.DIVERTER. 49. LIGHTED ADDRESS SIGN. y 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. W 45. MMr HANIGAL TUB ACGE55 PANEL,CORROSION RP515TAJNT, P v VERIFY LOCATION. r O O 46. 6.1.R S5LET MOM COLOR GOAT GHAN6E. "' E- ROOF PLAN 2-,A FRONT ELEVATION 2-A EXTERIOR FINISHES SCALe/r-I'-O" SC✓.LE 1/4"•I'b' ioneio] ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. w ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTAND CORBELS TO BE RESAWN U.N.O. W Rl q• - N RAD. T" ROOF PLAN NOTES Q o RAD. iororo] _ j INDIGATBS 5.12 SLOPE UNLESS NOTED OTHElW15E Z o U ON PLAN. 0 Z C DETAIL A (� d] TYPICAL ROOFINb TO BE GONG.5'TILE FOAM CORBEL N.T.S. > EAGLE ROOF TILE" I.GB.O.•ER 4660 OR APPROVED EQUAL d < m m TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12' Z J LL G G] o U UNLESS NOTED OTHERWISE ON ROOF PLAN. O w O c� m a TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12• Q W D O F-Q' E ,mq F UNLESS NOTED OTHERWISE ON ROOF PLAN. O0 0 0 w REQUIRED ATTIC VENTILATION Cxz a ionao] THE ATTIC VENTILATION CALCULATIONS PER CBO.SECTION 15059 AS FOLLOMf•9, z (A)ATTIC AREA(•AWARE FEET). O fbJ DIVIDE(A)BY 300 AND MA_TIPLY DY 144 TO CALCULATE THE TOTAL REWIRm NET FREE VBNrN6 AREA IN SQUARE INCHES.SNIDE TOTAL REFER TO BAS I G PLAN FOR BY 2 TO GET THE NET FREE VWTIN6 REQUIRED BOTH H OH AND LOW. NOTES, DIMENSIONS, AND AREA AREA DIVIDED BY 150(NIGH AND LOW v'NTIN6 HOT REQUIR®) (x INFORMATION NOT SHOWN (C)TOTAL SmuARD NC+eATne- or . PRE LOPI F R MI AREA N.PROVIDED BY eADLE END ATTIC VENTS.(SS DLiOYi FOR MIN 50.IN.OF ,FZ7 FREE AREA FOR EACH VENT) ® .GABLE END VENT HERE (0)TOTAL SQUARE INCHES OF NET FRR VENTLATING AREA PROVIDED O BY ROOF AIR VENTS.(94 W.IN OF FREE AREA MIN.EACH VENT) p O-HIGH VENT gL .LOW VENT O O (FJ TOTAL SQUARE INVENT 5L NET.(12 VENTILATING AREA PROVIDED ° a BY UNDER NAVE VENT DLOGKS.(12 SQ.IN.OF FRS AREA MIN.GAGE) •VENT BLOCK AT TRU55 BAY � ^ (F)TOTAL SWARE INCHES OF NET FRS VENTILATING AREA PROVIDED O ].. N U) i.� Q n J T RUN J i mV1nwt O pLAN A B G E F w GS (ee.FTJ 62 IlV 1a III.) (fe.IIL) (f9.IW 1'461 IH✓) V J av O 1•Y 1HM. WA M14« ,SV!•419 Nlbll (TJI]• W L AREA-1 190D .� 1..on wA �av nl+s.«Io pow a.s 4.I. Ae N /��P� AREA.-2 217 S] ws« WA Mp« rl)tY•'1 «4« (N12• H = c V p M/ u wA wA .�,. ,� a- 0 N AREA-3*` 62 62 �v WA �aHv (IM5.95 145 i.ar+ O NOTES r e.. i 1.NET FRS VENTING AREA PROVIDED BY EACH VENT 15 BASED ON v ASSUMED VENT 512E AND FREE AREAS,FIELD VERIFY THAT THE UM ED 0 MINIM 'REQUIR VENTING'AS L15TED ABOVE 15 PROVIDED FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. M 2.ALL VENT OPENINGS SHALL BE COVERED W/1/4'CORROSION W RESISTANT METAL MESH.(if,MESH IS LESS THAN 1/4'THEN THE NET FREE VENTINGA ARE OF VENT MUST BE IN�TO ALLOW O FOR REDUCED AIR FLOW) H 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS MPR.TO ACCOMMODATE ALL ATTIC,VENTS .. 4.ALL VENTS SHALL Be INSTALLED 50 AS TO MAKE THEM Q YIHEATHEK PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED ,p AND FLASHED WITH W015TOP•IN THE SANE MANNER PRESCRIBED h o zo W FOR WINDOW INSTALLATIONS. ry 3 5.PROVIDE APPROVED INSULATION DAMS(DAPPLES)WARE VENT DLOGKS Q F Uco ARE USED BETYEB+ROOF FRAMING MEMBERS TO PREVENT VENT HOLD m F PROM DEING BLOCKED DY INSULATION. O Z1K8ZNT U S ■ W 6.LOCATE HIGH VENT UM NO MINIM 3'-0 VERTICAL' DISTANCE ABOVE EAVE VBNM T C4 M .PRROVIDE AHID VENTILATION FROM CALIFORNIA FRAMED REAS U Lu ii TO AD /T AT A7 TIC A SPACES.REFER TO STRLIGTUAL DRAWINGS FOR p m FOR SHEATHING PGNETRATI0HL5. 10'-0' 0 U p_________ .y W I 1 I I 1 TlP. M. TOP FLT. I I W I I I TOP PLT. TOP FLT. -_________y TOP PLT. lex4e -,� -I w D:1 17 14 M.M. m ALWIIIG. y 1 Lr♦ 15 !1 O O T P. T A T O p( l M. 14 =•XD• l I1 %I CJ/1JG. ,� T.PL FIN.MR. FIN.FLR. FIN.FLR _ _ - - - _ - - - - _ - _ _ _ PIN.FLR O TOP MT. - - - - - - - - - - - - - - - - - - - - - - J-•L TOP PLT. TOP FLT. TOP PLT. Q a a a a a Q Q Q W 14 OPT D DOOR D V V n S p \ III D I•X4• I, I I, 1 < �I U M. � J II 00 � I� II II III I I I, I o � -_ I II III I, II Ila =y �__� I I' �__= III ' �===1 III' � r �Qj• FIN.FLR _ - - - - - ---- ____ - - - _- _ - - - _ -- - - -- - - - - - - - - --- - - - PIN.PLR. FIN.PLR _ +�--it - - - - �I� __ - - - - - - - - - - - - - - - - - - - - - - - - n F.F. - - - - - - _ T.O.G. P. ` D.4 D.4 w 4 z w U F REAR 2-A LEFT 2-A 3GALE I/4••I'-0• 3GKG 1/4••I'O' pM W z a w � v 8 Na Nc � m z _ F z= < � d $ --- Z02 o`aa e p Q -Jwl~i perp.. o /•� J W 3R m y D., z TOP PLT. TOP PLT. O 5 �a a� FF zT I - O _ 0 C C a W 0 n co 'A T TOD 14 16 FIN.FUL PIN.PLR w N tz O P. TOP PLT. TOP PLT. :5 O O J = LLJlt Of M D a M. LLI a— 3 2 oO co o cm - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - -- - - - -- - -- -- -- PIN PLR M. G Q D.4 W `O r RIGHT 2-A 0 sc.,Le�,•.I•-0• S Z W CIO "o -'� ■ W x N W O Um _-------- -I-- "-----------------------I I i---------------K ---------------- a a a a I I I I I I I I I I I I I I I v v M BATH �X NOOK I \ 1 -T a FAMILY ---,1---- q Y KIT HEN MASTER \\\ ------- '/ I -` -- ----- O0 ®®® aq<ggq< BEDROOM \ / KALK IN I x --------------\ I ' I BEDROOM 2 b. DINING HALL I BEDRM. 5/ LIVING O \ OPEN TO HALL 2 I -=+I Bel-°"' \ OPT. DEN L \ / BA. \ / / / \ I �, Y------------V iLAy 1 WALK I ENTRY BE`QROOM 3 ---------- I--- easisx I \ \ I Ita< ¢ I I \ \\ I 1 Ir-i•CC& LLI Z 1"40 1 ¢ — — — — — — — — — y c4BONUS RM/ OPT. BORM. 4 —————— -4 I oZ d A " W o BATH 4 I I s I Z_o b b I BA. 2 _ GARAGE I ���„> o .. _ I *, I I I O�A%*H I I I V I \ I - --- - ---- -- -- -' \ r-- --------- ----- ------- � iil N I i O To �M i � I J /�� mW� (AD` REFER TO BASIC,PLAN POR (D (�p CO INFORMATION NOT SHOWN O 12'-7' 4'-O' i'-0° Ale 4•-0' i'-0' T-0' 2'-I• 'J'-0' 9'-0' D'-1' 2'-2• li'1• 9'-0' 01-41 I MERE NI'-f• 20'-0' 10'C T-w' QV' ao'-0' CC p 0 CO so'o sao• m cm m SECOND FLOOR ADDENDUM B FIRST FLOOR ADDENDUM B o SCALE 1/4•-P-O• SCALE:1/1"-1'-0" C3 oZ O W zzF 0 �z� W■ o ama � J z oa W Ip U m lj 1 1- O ELEVATION/ROOF NOTES I. , FASCIA,SEE DETAIL. lonbro� ./ ..\ ul :TA 2.6 BARSE,SEE IL. or M. M. 3. EXPOSED RAFTER TAILS Y'V SHAPED ENDS,SEE DETAIL. _41 T ONLY D.I D NOTE,ALL RAFTER TAILS TO BE EGiUALY SPACED.FRAMER U T OFT. M:OR PLASIM OVER PAPER ARE __ __________ I A21 29 5. NTER TRS PLASTER SOFFIT.TUGCOSYSTEM I.C.B.O.EXPANDED METAL DMET�ME� •� / 1 4.TO COORDINATE WITH TRUSS ENGINEER. __-__ ______ J aaaa U I:I I ---... ... T. EXTERIOR 51DIN6,SEE EXTERIOR FINISHES NOTES. 7p. EXTERIOR GRADE PLYWOOD SOFFIT. O 4 A OPT. L_ y = f f 7Yp, 9. TONGUE-AND 9ROOVE SOFFIT. O "Si Q 2'X10 O/ IAT OPTn < D.I EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. 'S Z� 1 2•XIO' I I TyP. 21 10. SPACED X VERTICAL WOOD TRIM AT XX'O.G.OVER 22 11. T 1 M. 2 12. EXTERIOR 6RADEOSIED HOOD��OD ORM.P.O.W TRIM,WE EXr. INS NOTES. 1 1 �f 14 1•X4• I I4 IT \\ � 12 O'X50' 13. WOOD LATTICE O/EXPOSED PLYYbOD OR M.D.O.BOARD. Q AREA-I 1 ROOF LINE y,� T!B _ 0.T 3T -2'DP. 14. FOAM TRIM,SEE ELEVATION FOR SIZE. TOP PET. TOP PET. 15. EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. y� RIDGE A Q (7 •I BUS IN6 \- - - - _ - - - - - - .- - 16. BUILT-UP'GLRVED'PLYWOOD TRIM OR M.D.O.BOARD. q ' IT. FIXED 9Fi1TTETt9,SEE ELEVATION FOR SIZE. a a a a a a 441111 a a a 1 Sys \4 1 5 , \ _ / 4 14 2.X4 18 POTSFIELP,�S DETAIL. M. M. 12•940• 20. CONTINUOUS G.I.EXTERIOR PLASTER SCREM,SEE DETAIL. m x Q Y 1 1 �` � •r _ 1•I 21 D TAD 19• PROVIDE 6.1.FLASHING AT ALL EXPOSED WOOD TRIM. Rggq1 / u •T 2 G.I.FLASHING ROOF TO WALL. Q 6 4� T a if < '4 P} p m 22. G.I.fLASHIN6 AND SADDLE/CRICKET. o Ir PL. _ D S 23- APPROVED TERMINATION GAP W/SPARK ARRESTER FROM FIREPLACE MANUFACTURER. U e •I 1 -_--- _-_-_ _-_- - __________ _ ___ _ __ _ __ _ __ 25. - VENEER. � � •'L'i Ty". �. 'yie 1 T - - _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ __ _ __ _ FIN.PLR 26. SYNTHETIC 9TOPE VENEER.LGB.O.• XXXXX U U M. Cy___! I_- L. D - _ - _ - - 2T. SHAPED FOAM CORBEL,SEE DETAIL. a J - _ - - - - - - _- _ - - _. TOP PLT. ®�®a aaaaaaa NfA ' q M. 28- SHAPED WOOD CORBEL,',�'DETAIL. C 4 I _- _ 7---________---. 29. x WOODPOST(5). I 0.1 -- - 30. rXFO5M AOOD BEAM WITH SHAPED END . \ M. S31. MANUFACTURED COLUMN. pQ 32. PRECAST COMPONENT/TRIM,SEE DETAIL. •14 I ll 1Iyy1 I 4 T,P. 5 _ D III p J� 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOGATIOh- 41 4 Q n -- - M II I5 .T 94. METAL RAILING,SEE DETAIL. `I 35. WOOD RAILING,SEE DETAIL. p AT O - 14 2'X2• 36. DECORATIVE METAL,SEE DETAIL. I TYP 1 1 Y _ 3-1, EXTERIOR PLASTER REGE55 SEE ELEVATION FOR U 1 5 I _ - - LOCATION,DEPTH AND 912V OF FINISHED OPENING. AREA-8 D.I s,� AREA-2 38 (I)ROOF)ROOF _ T ZE MORE I ANPORMA(sm READ. �l 6.1.SCREENED SEE ELEVATION FOR VEN Q �p0�.=R __ 1 a FI LR __ __ FF. _ - _ -- - ry ATTIC VENTILATION CHART F T. --II DORMER _ TAU. 39. 6.1.SCR�•ED'ROOF"AIR VENT,(SEE REGIUIRED ATTIC 0. C VENTILATION CHART FOR MORE INFORMATION). _ v Q___EEL___Qa a TMP' 4 1. DEGORATI VE(FALSE)VENT/LOUVERED BOARD,SEE DJS y ELEVATION FOR SIZE AND LOCATION. 4 G.I.GUTTER AND DOWNSPOUTS,LAYOUT TO M FIELD VERIFIED. 42. 6.1.DIVERTER. 43. L16HTED ADDRESS 916N. 44. LINE OF INTERIOR GEILIN6 OR INTERIOR WALL. 'L 45. MECHANICAL TUB ACCE55 PANEL,CORROSION RESISTANT, V W VERIFY LOCATION. y ROOF PLAN 2-8 FRONT ELEVATION 2-E3 46. GI.RE6LE7 FOR DOLOR GOAT GRANGE. i � F EXTERIOR FINISHES 9CALI= I T>a.L I?.N?.TE= SLAU:1,4•.I•-0• lo�e� ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. U P4 ALL EXPOSED A000 TRIM,PLYWOOD,SHUTTERS,POSTAND CORBELS TO BE RESAVK U.N.O. W W ROOF PLAN NOTES m o - o ,,Iih,. INDICATES 5:12 SLOPE UNLESS NOTED OTHERWISE = o U ON PLAN. O Z $ $ p TYPICAL ROOFING TO BE CONE.'S'TILE EAGLE ROOF TILE' I.GB.O.•ER 4660 OR APPROVED EQUAL j d TYPICAL ROOF OVERHAN6 AT RAKE C40 DITION TO BE 12" J LL C .4 V UNLESS NDTEP OTHERWI5E ON ROOF PLAN. Z W O P O •� o TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" Q F- UNLESS NOTED OTHERWISE ON ROOF PLAN. OQ REQUIRED ATTIC VENTILATION QLcrQ o v a z N z F r w THE ATTIC VENTILATION CALCULATIONS PER 0.5.0.SECTION 15053 A5 POLLOM. (N ATTIC AREA(SQUARE PBT). O (5)DIVIDE(A)BY 500 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REFER TO SHEET 2.1 O FOR RECIU RED NET FRB V 2-MMS AREA IN 5QUARE INCHES.DIVIDE TOTAL Imo' BY 270 GET THE NET FREE VE NTINO REMIRED BOTH HIGH AND LOW. V I OTES, DIMENSIONS, AND -* •AREA DIVIDED BY 150(HIGH AND LOA VENTING NOT REQUIRED) (C)TOTAL 5OUARE INGIES OF NET PRIM V@ITILATING AREA PROVIDED INFORMATION NOT SHOWN BY GABLE EIA ATTIC VENTS(SEE BELOW FOR MIN.So. K.OP PRB AREA FOR EACH VENT) ® .GABLE END VENT HERE ro)TOTAL SQUARE INCHES OF NET FRB VENTILATING AREA PROVIDED BY ROOF AIR VENTS.(95 SQ.IK OF FRS'AREA MIN.EACH VENT) Ts� g•HIGH VENT gL .LOW VENT (E)TOTAL SQUARE INGE5 OF NET FRB VENTILATING AREA PROVIDED cn DY UNDER EAVE VENT BLOC 5.(12 50.IN.OF FREE AREA MIN.EACH) .VENT IN6 AREA E AT TRUSS BAY (F)TOT E AL SQUAR IIIGFES OF NET PRB VENTILATING AREA PROVIDED O O o<� Ca PLAN A B G E F a NHiD 6AEI2!ND a IN ✓E TOTAL W "2B" AIpJ. VEMINa v@1T9 naRM>Dt veNn vEN- VB+fING INJ cep M (d.RJ GO.ttl) PJa RU (!G.R/! CJm� ('141 NIJ r V V)a.Mi O AREA-1 19o8 a'a Lvov w� iv Mary rasn�. .Ta «Iw W wL! ;v1 w/�■i� Nlsll wA «USN ru.s.Rf NNW rala n Iw« •y U W AREA-2 21T v Ip• WA gyp+ Ww Lpv M W. as Law -J AREA-3* 62 62 WA (U95.95 �s�. 119 0 cm NOTES, - i I.NET FRB VENTING AREA PROVIDED BY EALP4 VENT 15 BASED ON v ASSUMED VENT 912E AND FREE AREAS.FIELD VERIFY THAT THE MINIMUM'REQUIRED VENTING'AS LISTED ABOVE 15 PROVIDED 0 FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. M 2.ALL VENT OPENINGS SHALL BE GLYVEIRED W/1/4'CORROSION W RESISTANT METAL 1-'IESH.(IF MESH 19 LESS THAN 1/4"THEN THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW FOR REDUCED AIR FLOW) `O` 3.PRAMER 5HALL BE RESPONSIBLE FOR COORDINATING YV TRUSS Ir MFR.TO AGGOMMODATE ALL ATTIC,VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM Q Y+rAT E R-PROOF AND NALL MOUNTED LOWERS SHALL BE WALED AND FLASHED WITH'MOISTOP"IN THE SAME MANNER PRESCRIBED � o zui FOR WINDOW INSTALLATIONS. N O IA 5.PROVIDE APPROVED INSULATION DAM(13APPLES)YMEIRE VENT BIOCICS `/+ ARE USED BETY'VEN ROOF FRAMING ME�TO PREVENT VENT HOLES r FROM BINS M KED OC BY INSULATION. 1oV V 5 N . W 6.LOCATE HIGH VENTING MINIMUM 3'-0'VERTICAL DISTANCE ABOVE GVE VENTS. q N T.TO AP-LC AGGESO AND VENTILATION FROM CALIPOL D PRAMS AREAS Uui M 5HrAT IN ATTIC TRACON.REFER TO 9TRUGTUAL ORNVIN69 FOR O FOUR 51lAT41IN6 PENETRATIONS. rri z IOb• ]I � D.I a a a a a U f1 I I 1 I I I 1 I I 1 I M. M. I I I I TOP IT. TOP M.T. TOP IT. TOP PLT. a a a a a a a 4 a a a j R D.7 17 F / 14 M.M. \ \ D.] i C AGiwG. ItIJ. IJ*I 4 �Z/ 17 0 0 Tyr. 7 M. T.PL FIN.PLR FIN.MR. FIN.FLR — — — — — — —— _ — — _- - _-- _- —— FIN.FLR. O x TOP M.T. 1--G TOP IT. TOP MT. _ - _ - _ - — — — — — TOP IT. - - - -- - - --- - - - - - -- - - - - -- - - - - - - - - - - - - -- - - - - ®®4 4444444 AT I AT p p II II �I 14 Orr.2 h 4 U II DOOR D'S P I� P U II D II II D '' II II II II S IA II I l II I li MCI II d T II II II f C II II Q II II - _ - ry P II II II II it II II ZZZ Y II II 0 II I III II II III II II II III � Ll _ _ - I PIN.PLR FIN.___ FIN.FLR. PIN.PLR - — ———— — — — — — M. N REAR 2-B LEFT A:ALE I/4••I'-0' BLKE 44'•I'O' � yQQa� fY] W � z a � w � C'4=m z Z= a d I Q V --- Zoe In b q a �Jw o °d o a 34'J4O' 7TYP. !n I7 D.7 z TOP IT. TOP MT. O a � W t T Dcn FIN.FLR FIN.FLR. TOP M.T. TOP IT. j O O N N Q O o1M a J = J u7 a µ Tyr . TCD W w* uj M. W i 3 V) 0Cb a. 0 J N TO.o. PIN.PLR M. G p O /� DA W O RIGHT 2-B o M1� N UJ "o Oil ■ W z � N to O U� LU o I ---------�-------------- a ** W I I I I Y I I I I I la OO 1qqqq JNIJ'11��' M BAT INOOK FAMILYMASTER \ SINBEDROOM- ------------- T. BEDROOM 2 v c9 DINING HALL I BEDRM. 5/ 9 z Q \\\ oPevTo \\� // HALL 21 I __ LIVING O OPT. DEN BA. z I i >-———————————u y / / I ♦ \ ENTRY I I �I.- -.—.-�. w BE'QROOM 3 r \ \ k — two�,�.———— fib'———— Fb. I \ I \ I Loeb eH. �os6 S. -- I I BONUS RM./ II I - ''�' °'-0' ''�' ''-0' ''�' I————————— Nay a OPT. BORM. 4/� ——————— I I, • -0. ,.i. oZ BATH 4 / \\ 0 I I I I I I ZsF / / \ -- -- ----- GARAGE I JN BA o I / \ . 2 I Qr-Q q E I I\\ I - ---- ---- ---- � 'I CLEW o - - - - - -- -- --- - -- o w I --------- ----- -----I of r cn _ a - I A` WN O o ci W. I'-lo 4• 4• '-10' le, W m W a REFER TO BA91G PLAN FOR LU p D'�' 6'C b'-0' S'-10' 4'-O' 6V' 4'-0• 6'-0' NOTES,DIMENSIONS,AND 1' 5b• I S'-0• l 5'-4' 1 • 2'-2• Ib'-4' INFORMATION NOT 5NOM M'-4• so'.e• la-0• r E l•1' {• x'-e• W i 3 vt 6 _ o OD co 50'0 50'o• �" o N G m SECOND FLOOR ADDENDUM C FIRST FLOOR ADDENDUM C o 5—E-1/4-V-0- scA s:V4'-I'-V a o= CO W " 9. �- a "o ■ W X N W ELEVATION/ROOF NOTES I S. 2x6 PAGIA,WE DETAIL. 'eroro� x 2. 2x6 BARGE,SEE DETAIL. .� O TT. Ty' 3. x EXPO'.,W RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. .I 41 AT OPT, I 14 TO NOTE,ALL RAFTER TM TAILS TFW T EBE E1 UA Y SPAGED.FRAMER U ________�___ ___K ONLYJJ._______D D M. AT OPT. 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 21I 25 5.6. (1)COAT TUCC.O SYSTEMPLASTER ILB.EXPA AL LATH. a a a a �.- U 7. EXTERI EE OR SIDINS,S EXTERIOR PINI5M�NOTES. R F.I p q AT OPT. L __ r S. EXTERIO GRADE PLYWOOD SOFFIT. T,L 1 Q 6 9. TONS E AND-dROOVE SOFFIT. 1 1AT ORn f 9 10. SPACED . VERTICAL WOOD TRIM AT XX'OL.bVER F. Q 'SyA ,t�Q 1 ], O/ I ,7 EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. pC; 122 T'TP. I I. OXP05M W00D CORNER TRIM,SEE EXT.FINISH NOTES. 22 _ I 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. a1 TYP I t 14 11 p• 14.3. �TRIM,SN'� /EVE)-091W ATION P LRYMb0V OR MD.O.BOARD. I ROOF LINE L� I5. EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. AREA-I 6. BUILT-UP'CURVED'PLYWOOD TRIM OR MD.O.BOARD. >t TOP PLT. 1 2X4_ _ _ _ TOP PLT. '& RIDGE Q CU ROOF BUILDING - - - - h - IT. FIXED 9M11"TER9,9EE ELEVATION FOR 91ZE. iA DORMERS i LINE Y II I IS• POTSHELF,SEE DETAIL. a a a a a a a a a a a atiA g F 11 6 11 14 19 PROVIDE 0.1.FLA4HIN6 AT ALL EXP05W WOOD TRIM. q I _ I I:1 D 14 - .7 20. CONTIN)OI/S 6.1.EXTERIOR PLASTER SGRE9,9M DETAIL. @ q -� ` 2I. 6.1.FL.ASFNNO ROOF TO WALL. • IN \ RID6E � I 4 � I � 22. 6.1.PLASHING AND SADDLE/CRICKET. C I/ �e 1 29. APPROVED TemmiN,#cnom CAP FIUFACTURER. W/SPARK ARRESTER FROM REPLACE MAN 24. MASONRY VEN®t �Q 4 THIN-SET MA50NRY VENE_R. T 21 6 FIN.FLR- 26. SYNTNETIG STOPS l/ENEE I.C.00.• XXXXX 1 a TYP. Tn 'SYA 1 n D D 15 2X4 O/ 2T. SHAPED FOAM CORBEL,SEE DETAIL. ®®a a a a a a a'i a A q .__________2XE- - - Iq _ _ - - - - - TOP PLT. 2S. SHAPED WOOD CORBEL,SEE DETAIL. C - - - - - _ _______ 2W x YIOOD POST(S). D E Db 1 ______�_____ j Q Q I L - - 30. MANWAD WOOD BEAM WITH SHAPED ENDS. PRECAST COLUMN. I 1• j TYP. 1 ~ I 2X4 16 6 _ 32. PRECAST COMPONENT/TRIM,TEE DETAIL. I DXD Y 4 3Q IS ]X{ 33- DECORATIVE FALSE TILE VENTS TEE ELEV.FOR LEGATION. - GR D D. r D. c 34. METAL RAILING,SEE DETAIL. (sU� - TYP. 4 10 ' 35- WOOD RAILING,SEE DETAIL. x •••• ••• Q p( 36. DECORATIVE METAL,SEE DETAIL. L) 1T'P. y�S/A I I I�. 14 __ _.- 37. �TAIOR L DEPTH 9I SEE OF FINI�SHEDATIOON FOR .0 PENIN6. 444-4 ELEVATION SIZE 5 I 1 FI 6 anLIZ ]X4' 1, , FOR VENT < AREA-3 I D _ 'Si AREA-2 - - - - - - FF. 36. 6�.IF9LRE@s 'ArmE LOCATION.Ir ND orri(5E�ReQv. 41dv ROOF _ 1 (I)ROOF n h ATTIC VENTILATION CHART FOR MORE INFORMATION). PORt-ER • _ A I:____. _ _ _ _ _ SAL. 39. 6.1.SCREENED'ROOF-AIR VENT.(SEE REHIRED ATTIC Q^ 1 VENTILATION CHART FOR MORE INFORMATION). 'T7 CS M. 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ` q d---d--- � ID T M ELEVATION FOR SIZE AND LOCATION. D.7 D9 D.S 24 41. b.l.GUTTER AND DOYOMPOUT9,LAYOUT TO BE FIELD [� SIM. M. RI VEFIED. 42. 6.1.DIVERTiL'R. 43. LI6HTEV ADDRE:A SIGN. 44. LINE OF INTERIOR GEILIN6 OR INTERIOR WALL. - W 45. MECHANICAL TUB ACCESS PANE_,CORROSION RG5I5TANT, u VERIFY LOCATION. O p 46. 0.1.RE6LET POR COLOR GOAT CHANGE. E" ROOF PLAN 2-C FRONT ELEVATION 2-C EXTERIOR FINISHES EGAL.IV-P-a' p vf.A.LE I/4'•I'-O' TR I7 T O ALL EXPOSED PLYWooD O BE EXTERIOR GRADE. ALL E<P05ED WOOD TRIM,PLYWOOD,SHVT'TERS,POSTAND CORBELS TO BE RESANYN.U.N.O. TYPICAL SIDING TO BE: W SERTAIM'EED YEATHERBOARDS SEE DETAILS ()a GED LAP 9IDIN6 6 1/4'X 12"PIBERTEGT IO it ROOF PLAN NOTES v c _ 0 ` INDICATES 5.12 SLOPE UNLE55 NOTED OTHERWISE ON PLAN. O TYPICAL ROOFING TO BE CONS.FLAT TILE EAGLE ROOF TILE' I-5.O.•EW 4660 OR APPROVED EQUAL 50- .�. rn .4 < z TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12' W lL U q II (Oj UP4_E55 NOTED OTHERWISE ON ROOF PLAN. Z w O TYPICAL ROOF OVERHANG AT SAVE CONDITION TO Be 12' UW_ESS NOTED OTHERWISE ON ROOF PLAN. OQ 0 x a REQUIRED ATTIC VENTILATION o (Lwa A F a THE Arne.vm-mLAnoN GALQ)LATIom PER GBL.SEGTIoN BOSS AS FOLLOWS. (A)ATTIC AREA(SO)ARE FEET). O (5)DIVIDE(A)BY 300 AND MULTIPLY BY 144 TO GA XAA.ATE TH!TOTAL REFER TO SHEET 2.13 FOR REW WJW NET FR RE EE VENTING AA IN SOLAR!INChes.DIVIDE TOTAL I�I * BY 2 TO GET THE NET PRE'VENTING REQUIRED BOTH IMON AND LOW. VOTES, D I MEI`lS I ONE, AND •AREA DIVIDED BY 15 (HIGH AND LOW VEHTMG NOT REQUIRED)TdrrAL a (W BY ABLE RE IAW VENTS.(S OP NET RIM BB_OIT FOR MIH.RE IN O OP IDED INFORMATION NOT SHOWN MUM AREA FOR�VENT) ® .GABLE END VENT o HERE QD)TOTAL SQUARE INUG9 OF NET FREE VNT BLATING AREA PRaAVW BY ROOP AIR VENT5.(45 5Q.IN.OF FRW AREA MIN.EACH VENT) O 8•H16H VB•1T OL.LOW VENT O O rn M1.J" TOTAL 9GR/ARE INCHES EVERT BLOCKS. NET FREE VINTILATINSPRIM AREA PROVIDEDcn BY UNDER SAVE VENT DIOGICS.(12 SQ.IN Or PRS AREA MIN.EACH) O.VENT BLOCK AT TWIT BAY p„ (F)TOTAL SWARe INGMNS OP NET rMm VENTILATING AREA PROVIDED NV O a;- � E O O J = - a °W^ O PLGA• f2 +VxEN T INwGs N wA VBYfb«u« P'vro+sR(•qH+iB.e N IT VV LTrTwSTI N (rEDw9E.n T �ITIFG.Ixb �W �}NV•�� wJ=3 wZa v� Ok Adma M IN) a&M) AREA-I 1. x to AREA-2 21T „I• � O OAA Y ww A 0 195 1 165 1 WA .190 -212Z6 -00.4 .1 O i NOTES: v I.NET FREE VENTIN6 AREA PROVIDED BY EACH VENT 15 BASED ON EN ASSUPMD VT SIZE AND PREE AREAS.FIELD VERIFY THAT THE Q MINIMUM"REQUIRM'VENTING'AS L15TED ABOVE 15 PRROVIDED FRff VENTING FOR INDIVIDUAL VENTS 19 DIR�1¢ENT THAN ABOVE. M 2.ALL VENT OPENINGS SHALL EE COVERED W/I/4'CORROSION W RESISTANT METAL I IE51I.(IF MESH 15 LESS THAN 1/4'THEN THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW O FOR REDUCED AIR FLgN) H 3.PRAP•ER SHALL BE RESPONSIBLE FOR COORDINATING YR/TRUSS MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM Q YWEATHIER-PROOF AND WALL MOUNTED LOUVERS SHALL.BE SEALED AND FLASHED WITH 7401970P'IN THE_sS.IF MANNER PRESCRIBED n c xo W FOR WINDOW INSTALLATIONS. ,�� a h 0 12 ca 5.PROVIDE APPROVED INSULATION D tw®AMS :LE5)"ERE VENT BLOGKS ARE USED BEl"EM ROOF FRAMING I•@EBRS TO PREVENT VENT HOLES FROM BEING BLACKED BY INSULATION. T°I N ■ W 6.LOCATE HIGH VENTING MINRLM W-O'VERTICAL DISTANCE W ABOVE SAVE VO4M 0 4 y� 7 N.PROVIDe ACCESS AND VENTILATION PROM GAUPORNIA FRAMED AREAS °m TO ADJACENT Arne SPACES.REFER TO 9TRUG RAW TVAL DINGS FOR 0 FOR SH MATHING PENETRATIONS. cc U 4444 �' W I I I I I I I I i I I M. M. I I W I I I F•___--____+ TOP PLT. TOP MT. T T TOP PLT. TOP PLT. \ a a a a a a a a a a a •�' C AD D 1 IT IE 71 14 M.M. T AT T nt, BURG.,V `+r---'+r-"-- --- -- -17 ACUUIG.FIN.PLR ��4�} FIN.FLR FIN.Mr. µ ___ ____ PIN.FLR TOPPLT. TOP I-LT. TOP PLT. __ _____ TOP PLT. a a a a a a a AT 1 I� -� Y--T 6 �ppy � �I I, � ,I II i • µ oPc Dn �� I � 1q� �•�••1 0 DD II U D '. ' 1 DDOR it 0 tl �I \ r bXb II ^� II II II II J AFL //-_I 4 II ' II tl ,i II 0 III II � II III .I f FIN.RLR _ - - - - -- - - - -- - ---- -- __ - - _- - _ -- - -- - -- - - - - - - -- - - FIN.PLR FIN.PLR _ +�—___il - - - I� _ _ _ - _ - _ - _ - - - - - - - - _ _ - - _ _ _ _ ----- - - - -_ T.O.C. P. a M. 12 20 IS IX D.4 DA w + v O � z w O F REAR 2-C LEFT 2-C SLICE I/4"•I'-0" 9LALG I/,••I'O" Q p w z a Uw � N�-d Z= a s I c V -- Z02 w m awe O QFQ� m F d �WLLi o m O //�� a 24•X10• Tyr. LL w—i TOP MT. TOP PLT. O 5 a a - 7 O o w 6 O^ U Db 21 1•XrF• 14 / 'v p0 Vj µ T�6 ' FIN.FLR PIN.PLR. Q) N TOP PLT. _ - - - - _. -_ - - - TOP PLT. j O a' O .-N Fa Q N J =A`` mW;t� 14 Tyr. 4 W TYP Z p; � M. W i 31n _ cs o 0 CO o N _ - - - - - _- _ - - - - -- - -- - - - - - - - - PIN.PLR D.4 m `O r RIGHTLU n N a x w o au z ■ W z o � 04 W m U m O M aaaa b' Ib' TOP PLT. D1 a a a a a a a 4 a a 4 4 p Fl FF11 4 PIN.PLR -M- E. Q TOP PLT. _ F SCE 5H=TS 2.H THRU 2.15 JJ FOR NOTES,DIMENSIONS U AND INFORMATION NOT a a SHOWN HERE. S 4' PIN.PLR - - - _ - - - -- HL a c $ PARTIAL LEFT REAR DECK ELEVATION � b SCALE I/1"•I'-0' [ F v y ra� N U SIDE ELEVATION /VCR 9• Is'-0• 10'-b• Ilb• Is'-0• 10'-b• TOP OF PIERS 3' F f T 1 BELOW FINISH FLOOR F��+� Is' 30• IS' ' -------------------- 14 U W 13 �—{ in I d in J--t J-.l ° i---------------- , W x coNc. � m Ti r- I - REFER TO 5HEEr 2.2 s 23 O V q < p am SEE PL� 1 I 1 REFER TO SHEET 2.1 T-1 I OO� 11---- FOR FLOOR PLAN NOTE R S FOR.PLAN INFORMATION I 1 DOOR,WINDOW AND Q m °� m In 1 Ar NOT SHOWN HERE. \\��� - 1 ELECTRICAL LArd1T. Q m I NOOK _jC) o +----- i FAMILY Wo Z SLAB INTERFACE ADDENDUM FIRST FLOOR ADDENDUM SCALE.1/1"-1'-O" SCALE.I/4"-1•-0" IV-4. 4- PAINT ORADE 4• / ID cn 'A � WNDOW WNpOW V SEE PLAN SEE PLAN �/ '-N O Ej O� ON<O N Q o M _J :��g J J� 24'"b'BOX 4 (D M �a I7 � 4 C to 0 " 9WS PLAN PAINT GRADE D., AT OPT DECK - W i NOv ■ 44 DRS. = ca co WOOD MANTLE JLIL OPEN TO OPEN TO OPCN TO 16 I 2 O J 1 DINING DINING DINING �pp D.T D.T D.T J rA N eoee x.el � m � ■ FRONT ELEVATION `�P' FR vR TEMP) TtT PJ O REFER TO SHEET 2.2 i 23 24'XSb'BOX M H"9O.TILE FOR N A TES FLOOR PLAN NO , W AND OPT. LIVING RN, FIREPLACE """"O'ND � M BAT DOOR,ELECTRICAL LAYOUT. Q NTs j 0 SECOND FLOOR ,ADDENDUM C� y OPT. FIREPLACE OPT. MEDIA NICHE SCALE IH"-I'-O" R �= ' _ Q n ax s r AT FAMILY "Ts AT FAMILY N.T.S. O W L'Z V VI z o`� W cm cc NOTES - 60•� 1----F *o� \ O�r INDIGATE3 DROP IN SLAB(SEE OETAIU U VERIFY MINIMUM FOUNDATION DEI-TH,WIDTH,REINFOROINb 2'-0' 7'-4' 2'A' 9T�L AND ADDITIONAL CX'AN61VE 601E REG%11REMGNT9 ���) 1•. O WITH THE 601L6 RMPORT. 41141 4' U 5' 3 '-6' 6'-3' [� STOOP REFER TO 5TRUGTURAL ENGINEERING DRAWINGS a FOR INFORMATION NOT 5HOWN HERE 4444 4444444 PRODE OONWIT UNOM FOR HARD5GAPE b VI v �7e1O"L ISLANDFOR COMM INFORMATION REFER TO 4 4 I LANDSCAPE PLANS 4®®4 4 4 4 4 4 4 4 �i r III 0� PAv rrreee.����yyyyyy]iii tt n n. �orW�6Te � z F � Y --- y sto• � � � Y � A ------ COWAINERM N I 4 B J O STOOP n d o U W o U GONG. �10 10'-0• 20'-0' 'J'-0• d O U o o Zm ZW d PORCH .4 W r, y c� ^ Z o o c e a n a ^ � O s a� n s z 4 0 7 '?• � I a O_ 19'k '-0•k 4110•k O o w Q O 0 N a c IN 9'WIDE O O SUM �. J = J ,, WALK � WJ- 2'-0• 8" I•-0• 6' 3'-0• �j 4) 2 Z O M 0 Ja� O 614' 212• 16'-4' 2'-0• W L 3 V) yy���// 00 W Q'-4• 9'-4• SI'-4• cc N C= 0 m O 6EE ADD@1DA FOR PLAN OHANSE PM ELEVATION. 8 0= W SLAB INTERFACE PLAN A 0 ��� _ �'; W SCAM vr-r-a W cc NOTES A z 0 e, INDICATES DROP IN SLAB(SI DP-TAIU � I w VIMIFY MINIMUM FOUNDATION 00 TH,WIDTH,REINFORCING STEE AND ADDITIONAL EXPANSIVE SOIL REGi KEMENT5 WITH THE SOILS REPORT. a 4 4 4 U z z w REFER TO 57RUGTURAL w ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN HERE 4444 4444444 w o - � FOR HARD5GAPE w INFORMATION REFER TO LANDSGAFE PLANS ®®®4 4444444 �� 0. d b yWy � F7 � z w U o F CommACV MSN x � Q W 0 STOOP 9700P Q g U N W z o c i PORCH= N § oR it Z �' U yy yy Q Z 01 E.I o �N Z N z F Ikb, w n Q ry z 0 � cn w 4'-10• 4'-I st0' I � '-0' T'�' a p W-0 -----I O 1 36•to.I 1 CONC. I I GONG. I 0 I STOOP I I STOOP I 0 to x 0 cn 1 - cn 2 F.a � I. f`I �.� • � W Hp J --r".vAT BLAB I:/�-FLOAT SLAB O p¢M R7 .I AT OPT, I AT OPT. Cowl. '3L6nE-BLABCONIC. a 1 - - - OZo JZM O 9 I Wcc L 3 n ■ ro 0 I Q. J N o s'ruDE �'ruaE � GONG. WALK O 1 'i• 16'i' 2'-5• REFER TO BASIC PLAN FOR I 'W Ib'-4' 216 REFER TO BASIC PLAN FOR NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND II'-4• IT-0' _ 2I'-0• (brC"HERE 11'-4" IT'-0' 21'-0' HERE INFORMATION NOT 9110Y'Pl IMPORMATION NOT SHOWN _ _ � oZ x W (� N o ■ W SLAB INTERFACE ADDENDA C SLAB INTERFACE ADDENDA BADDENDA B x oQ N M W Wmt) JCALE I/1" I'-O" SCALE.1/1' I'-O' O' FLOOR PLAN NOTES `. O I.34'CLEAR REFRIGERATORLUMB SPACE.P FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.PANTRY.SEE INTERIOR ELEVATIONS. 32'-10' 12'-0' 2'-0' 2'-O' 3.30"SLIDE-IN RANGE-0VEN COMBINATION W/BUILT-IN HOOD, ' LIGHT i FAN(VENT TO OUTSIDE AIR). .! 10'-4• 2'-4' 2'-4' I1-10" 2'-8' T-4' 21-4F 4 NEN36"T TO OUTSIDOOKTOP EMAIR ETAL HOOP W/LIGHT a FAN S.36"GOOKTOP W/DOWNORAFT FAN(VENT TO OUTSIDE AIR). a a a a IA �sl 5'-0' b.30"GOOKTOP(DROP-IN)W/METAL HOOD W/LIGHT t FAN (VENT TO OVT51PE AIR)VV 30"BUILT-IN OVEN(BELOW). 'I.XX'DOUBLE OVEN. _________ _ _ _____ 8.BUILT-IN MICROWAVE. 9.OPTIONAL TRASH COMPACTORLDpK AABOVE '-• 10.OPTIONAL RECYCLE BIN. I mo . �TQT - - I I.5'-0"TUB/SHOWER W/WATER RE515TANT WAIN5COT TO 12" 1I 12.M BT� N10PD�ISNONER�AN.SEEIDP ANFRSIZE+TAM ALE TO T2'N ROD O.IOPr.PR5060 FR. I ABOVE DRAIN U.NO. Hof OR.!TII'F) I 1 4 13.HAND BUILT TILE SHOWER.SEE PLAN FOR SIZE.TILE TO'72' ` n of ABOVE DRAIN U.N.O.14.60'X 42"OVAL TUB W/CERAMIC TILE WAINSCOT.PROVIDE I 5050 3 . 60%SL. 60%SL. J I MAdE OTOR AC4ESS PANEL S.VERIFY SIZE AT OPTIONAL ION ON OFPA/ACCESS PANEL. .\ 15.SHATTERPROOF&LASS SHOWER ENCLOSURE. pI pR,/pR, I--Y NOOK / 16.SHOWER SEAT.SEE PLAN PR HEIbHT. 4 FR DR(T70•IP.k y T-I'GLG. 16 11.LINEN CABINET. SEE INTERIOR ELEVATIONS. p _ ,6 f•'� ID.(5)EGUALLY SPAGIEP SHELVES. T ®II 1 O'T O s 14.F.A.U.V VENT TO OUTSIDE AIR m 20.WM'B'VENT TO OUTSIDE AIRyA 7 A „ II _ %, A 2 1.PROVIDE A IS"HIbH AD.PLATFORM FOR W/H OR P.AU.PROVIDE Z ~ _ COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR&RILLS OR b BEDROOM I III I DUCT AS SHOWN ON HEATING PLAN AS REO'D FOR F.A.U.ONLY. J 3 _rt '-- IV IF FA.U.AND W/H ARE SIDE BY SIDE PROVIDE A"T'PLUMBING U 4 i'CL6. Hill _ FAMILY _ I 3• FITrIN6 AT F.6.AND A COMBO.'B'VENT CONNECTION FOR DEL. Q®� a a a a a a a )t Q GL6. 31 4 USE OF EQUIPMENT.(VERIFY) A 22.14"X 18"&.I.SCREENED i LOUVERED COMBUSTION AIR VENT. 48 LL 1 I O 23.3"DIA.BUMPER PIPE 3b"HIGH W/MIN.12"EMBEDMENT. 10'-4• 0 LL s F Fr i i'R61I AT OPf. I ;4 24.TEMPERATURE t PRESSURE RELIEF VALVE. K' ri '6 U / 1 O D _OVEN 1 r 2B.14"x 6"&ARA6E EXHAUST VENT,5,VZOENED AND LOUVERED. 26.@LBOYIS.PER C.M.C.RLYER VENT(MAX.145043ENbTH INCLUDING C2)90 DEGREE N t• I I I 1 21.PROVIDE WATER t WATTE FOR WASHER. _y I ISLA111D I 1 1/� 28.6A5 DRYERS INSTALLED IN A GARAGE MUST BE ELEVATED 50 THAT PILOTS,SWITCHES,BURNERS AND HEATING ELEMENTS ARE 12 2. - - ~ A MINIMUM OF 15"ABOVE THE FLOOR LEVEL. ry ' A. s ' 10 I 211.PROVIDE 5MITTY PAN W/DRAIN BENEATH WASHER. I 30.2x6 STUD WALL. M n " 0 51 4D 'y �T s T�-0" KITCHE i c7 31 PONY WALL.SEE PLAN FOR HEIGHT. 6. g n h N IS O 3-2. i"1 b'-I' p 7 51 I 9'-1'GL6. 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMINb PLANS, 'S 33.PLUMBING WASTE DROP FROM ABOVE. ~ n -- - --- 34.22"X 30"ATTIC,ACGES'5 PANEL PER G.B.G.1505.1. 'd __ I �K I 1 1 /� 1 35.P.A.U.IN ATTIC.PROVIDE 30'X 30"ATTIC AGGC-55 PANEL i q -'-1 I A I (R PER G.M.G.908). PROVIDE FUEL 6A5,LIGHT AND SWITCH. 36.METAL FIREPLACE.SEE MANUFACTURES SPECIFICATIONS FOR p q it ___ RA15ED HEARTH REQUIREMENT3.SEE PLAN FOR BOX SIZE. q pp 9 HALL 14 ... , PROVIDE F.G.AND KEY. XXXXX ♦ O r 1 9t4'CL,6, r 31.APPLIANCE FIREPLACE.PROVIDE P.&.NERIFY IS-VENT EXITIN& 4 ,4 tl1 20'-10• y'.0• I 3,-0. W-6. I I�-0. .��Z 3,-0. ',H. ('I,_7 AND TERMINATION REQUIREMENTS)"TEMCp�UL MH I1022"OR y it APPROVED EQUAL 38.ELECTRICAL SERVICE PANEL.(SM UTILITY PLAN). 0 i 4D n 39.SKYLIGHT. 9 LIVING DINING b'-1" 40.36"H16H GUARDRAIL PER G.B.G.50R. I� s 1 4 14� 41.34"-36"H16H HANDRAIL ABOVE NOSIN&PER G.B.G.1003.3.3.6 v IP ID'-S't GL6. 1 -Y h 1V 4-I"CL6. a P 17� 42.NEWEL.POST. t� %%' OPT GL6. V. 16 I O r A r 43.2-LAYERS 5/8•TYPE'X'&YP.BD.FIRE SEPARATION AT CEILING. 6 OPTION ABV. 4 DAM 44.FIRE SEPARATION BETWEEN HOUSE t&ARA6E TO EW I 5/8"TYPE"X'GYP.BD.W/bd COOLER NAILS AT 1"O.G. d s4�-_ iT 'H•1 8'-1"s 0'-6' 1 45.FIRE SEPARATION BETWEEN 2ND.FLR R t GA GL6.AND W ALLS SUPPORTING 2ND FLR TO BE 5/5"TYPE"X°&YP.BD. 46.5/8"TYPE•X'GYP.BD.UNDER STAIRS AT ENGLO5ED, --- -- USEABLE SPACE.6d COOLER NAIL5 AT T"O.G. f R 6 9 _ I 41.LINE OF CRIPPLE WALL ABOVE. . $ __• _____ __________ - I 9 48.PLAT SOFFIT.5EE PLAN FOR HEIGHT. y� 79032 Q 42 hh T I I 'ry 49.ARCHED SOFFIT.SEE INTERIOR ELEV.OR PLAN FOR SPEC. p jp 7YP. So.LINE OF FLOR ABOVE. 51.SHELF.SEE PLAN FOR HEIbHT. 52.GLASS BLOCK. 40%F.6. _ N 44 Db 21 %0 1 53.DUCT CHASE.VERIFY W/H.VA.G.DRAWINGS. Q 1 54.RECESSED LUMINOUS CEILING.SEE FLOOR PLAN FOR SIZE AND Z o cl 1 44 I SEE UTILITY PLAN FR ADDITIONAL INFORMATION. Q SEE ENTRY ry o 55.LINE OF SYNTHETIC,STONE VENEER.SEE ELEVATION. J ra o 13'-1"CL6. i• 2'-2' T-4' W-4' 2'-2' 10'-0' '-0' !'-0' 1 56.LINE OP 51.LINE MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE d rn a T 48 I SLAB O .RPWAIENSGOT.SEE ELEVAPLAN FOR TOE TION ON FOR EI&HT. IONS. 0'O z v 58.LINE IN WAINSCOT FURR'6.SEE ELEVATION FR HEIGHT.SEE d C y+ �I o SLAB INTERFACE PLAN FOR MORE INFORMATION. Z J C4 'O Q a c� B `/A 4 25 59.LINE OF DECORATIVE FOR RAILING.SEE ELEVATION LL m 0 / 60,LINE OF EXTERIOR BALCONY GUARDRAIL.SEE ELF/.FOR SPEC. < E" .G d 3• g I TOP of&UARDRAIL SHALL Nor Be Less THAN 36"IN HEI&HT. z b \ GARAGE 45 I n OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN J�/V o x o (T ORNAMENTAL PATTERN SUCH THAT A SPHERE_4"IN DIAMETER \L ' ° CANNOT PASS THROUGH.PER G.B.G.504.3. n 61 PROVIDE DECK DRAIN(5)W/OVERFLOW PROVIDE BUILT-UP x DECKING MATERIAL BEHIND DRAIWS)50 TO DIVERT WATER AWAY FROM CORNER(5). I 62.15"TOWEL BAR-HOT.54"ABOVE FIN.FLR. 90 63.241 TOWEL BAR-H&T.54'ABOVE FIN.FLR �451 I 25 64.TOILET PAPER HOLDER-H&T.24•ABOVE FIN.FLR. 1----1 I 65.IIOV OUTLET FOR IRRIGATION CLOCK. 66.bA5 METER IOGATIONL SEE UTILITY PLAN. n <+E GENERAL PLAN NOTES z I I.ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8"THK.U.N.O. - - - -- -T I (SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEAD50LT AT TOP OF INACTIVE DOOR. ` _ _80D0 OGf.TONAL GNt DR_ __ _ TIONAL ARAGE DOOR 0 � 4 2.ALL&ARAbE SERVICE DOORS TO BE HOLLOW G 0ORE 13/6" � THICK EXTERIOR GRADE.(SEE PLAN FOR SIZE). V�//'S _ 3.ALL HOUSE TO GARAGE DOOR5 TO BE SOLID CORE 1 3/6"THK. b - - - - - _ _ __ SELF CLOSI N&AND TIGHT FITTIN5.(SEE PLAN FOR SIZE). 3:: o '-O 4.ALL ENTRY DOORS TO BE SOLID CORE 1 3/4'THICK.(5EE PLAN all FOR SIZE).AT DOUBLE ENTRY DOOR PROVIDE DeADBOLT AT % 46 TOP AND BOTTOM OF INAGTNVE DOOR. O O TYP. SQ 40 5.ALL EXTERIOR FRENCH DOORS TO Be SOLID GORE 1 3/4"THICK ELEV. S@ (SEE PLAN PR WE).AT DOLE FRENCH DOOR PROVIDE J m N n EI..EV DEADDOLT AT TOP AND BOTTOM OF INACTIVE DOOR. W't BUILDER SHALL VERIFY VV C D b ESCAPE R RESCUE WINDOVE5 SHALL HAVEM MUM NET R THAT CLEAR 0 O M 3'C 9" I'-0' 9' 2'-0" =Z�7, .� '� OPENABLE AREA Or 5.1 SQUARE FEET.THE MINIMUM CLEAR T! J Qv O OPENABLE HEIGHT 5 MENSIOV SHALL BE 24 INCHES.THE MINIMUM V 4'-4' �'-0' 2'-5' 6'-4' 2'-2' I6'-4° 2'-3' NET CLEAR OPENABLE WIDTH DIh1eN510N SHALL BE 20 INCHES uJ L M AND HAVE A FIN15HED SILL HEIGHT NOT MORE THAN 44 INCHES = cc co ABOVE THE FLOOR(PER U.H.G.310.4).WINDOW5 NOT MEETING A J A. THESE REOUI REMENTS SHALL BE BROU&HT TO THE IMMEDIATE Li O `_ ATTENTION OF THE ARCHITECT. solo" T.WHEN THE OCCUPANCY SEPARATION BETWEEN THE HOUSE AND &ABASE 15 APPLIED HRIZONTALLY,THE STRUCTURAL MEMBERS G SUPPORTIN THE SEPARATION SHALL BE PROTECTED BY THE G. Q EQUIVALENT FIRE-RE515TANGE CONSTRUCTION.(JEC SEC.302.Z _ SQ" FOOTAGE m FIRST FLOOR 1630 O SECOND FLOOR 1646 H TOTAL 3278 0 GARAGE W FIRST FLOOR PL�tNBEE�DENDAFORPLAN EXP. GAR. W/ WKSHP. acrt ry �� ° ®Z. N a GFNANGE PER E,-E�'AT'Q". OPT. BDRM. l 3 17 � =z w " OPT. DEN/BDRM. 8 I C16 0 Z ■ W SCALE./�"-I'-O" y 4] INDICATES EXTENT o q m a W 1 OF POTSHELF OR FOR FIN III USE AERIE MAFO DE BASED CALCULATIONS O COFFERED GL6.SEE DIMENSIONS ONLY AND MAY VARY FROM THE m m PLAN FORHEI6HT(5). FINSHED FOOTAGE OF THE HOUSE AS BUILT. L` FLOOR PLAN NOTE5 B solo, C D i VERIFY RDTH AND DEPTH IF PBUUIIL-IN REPRI6EKATOR PLUMB FOR AATEK��LY. O 2.PANTRY.SEE INTERIOR ELEVATIONS. r' fib• 2'-0• 3.50•SLIDE-IN RAMSEOVEN COMBINATION Y'V BUILT-IN HOOD, _ W L16HT t FAN!VENT TO OUTSIDE AIR). p: 4.36'GOOKTOP VV METAL HOOD W/LIGHT•FAN II/ -O' I'-0• W-10' '1'{' D'-0' II'-4' (VENT TO OU'T51DE Ally. �I U 5.36'COOKTOP YV/DOYVHDRAPT PAN(VENT TO OUTSIDE AIR). a a a\I "/ 4'{• 3'-0' I'-II' Itill' b'{' S' S'{' -5140" 6.SON COOKTOP(PROP-IN)YV METAL HOOD YV/LIGHT•FAN _ E-F (VENT TO OVT5IDE AIR)NV 30'BUILT-IN OVEN(BELOW). ,7., __ 7.XX'DOUBLE OVEN. _______ _____ _ 8.BUILT-IN MICROWAVE. I I 9.OPTIONAL TRASH COMPACTOR. I rae 10.OPTIONAL RECYCLE BIN. I T+ 11.5'-0'TUB/SHOVER W/W WAINSCOT WATER RESISTANT AINSOT TO I 1 ABOVE-DFAIMU N.Q.PROVILJE SHOVER CURTAIN ROD U.N.O. q "12lHOT MOP 9110WER PAN.`9EE PLAN POR SIZE.TILE 1 1 40'X4e' ABOVE DRAIN U.N.O. (J 13. HAND BUILT TILE SHOWER.SEE PLAN FOR SIZE.TILE TO T2" ABOVE' 2 �L11 BI K p ^ DRAIN U.ND. Q ♦ I_ ___ __ ___ _ ___ _____ ___- �y_ b 14.60'X 42 UB'OVAL T YW CERAMIC TILE C WAINSOT PROVIDE I I 4046 6L. 4046 SL. 2036 S 4040 SL.(TBHPJ SO40 SL. _ ~ MOTOR AGGES5 PANEL AT OPTIONAL SPA/HYDROMASSA&E ------- BATHTUBS.VERIFY SIZE AND LOCATION OP ACCESS PANEL. '7 Q - SHATTERPROOF&LASS SHOWER ENCLOSURE. Ib.LINEN C BIN T.SEE PLAN FOR HEIGHT. V Y Ln X Q L n IT.LINEN CABINET. SEE INTERIOR ELEVATIONS. T 431 II11 8.(5)EA)ALLY SPACED SHELVES. 0 _ ry 5 1 b -1"GLb -- fl WALK IN FAL.B VENT TO OUTSIDE AIR ,p L CLOT AV I 20.WM'B'VENT TO OUTSIDE AIR. U &W GLb. BEDROOM L 2 1.PROVIDE A 15'H16H IND.PLATFORM FOR AM OR FA.U.PROVIDE �z W i01 64 - a O'-I"cL6. I A COM5USTION AIR TOP AND BOTTOM AND RETURN AIR&RILLS OR u V h I n 4 DUCT AS SHOWN ON HEATIN&PLAN AS REQT7 FOR'. PAL.ONLY. -) 1 it M eBAT DAY 35 1 3, rrrNO ATNF:.AND A COMBO.13 VENT 0ORNBC,oN�F R B. ®®®® a a a a a a a a MASTER ii S,{. T,{• S'{ II-0 4'-2' ,•-2• r USE OF'W. SCREENED (VERIFY) �Rl BEDROOM - I p 22.14"x le'G.I.SCREENED" LOUVERED COMBUSTION2'EME AIR VENT. 23.3"DIM.BUMPER PIPE%"HIGH W/MIN.12'EMBEDMENT. GLb. \\ 24.TEM'ERATURE R PRESSURE RELIEF VALVE. N = 25.14"x 6'&ARA&E EXHAL5T VENT,SCREENED AND LOUVERED. In I i� ��I 26.DRYER VENT(MAX 14 Pt.LENbTH INGLUDINI6(2)90 T7E6RL'E U _t I ELBOWS.PER G.M.G.504.3. 4• [�T�ss777 I N Y 53 __. q 606a BI PASe 27.PROVIDE WATER•VV STE FOR WASHER 9 ry �BL.5. P. _ W_ 25.GAS DRYERS INSTALLED IN A RS AND MAST BE ELEMENTS SO f THAT PILOTS,SWITCHES, THE FL AND HEATING ELEMIENTS ARE U A MINIMUM OF 18'ABOVE THE FLOOR LEVEL. oo 5 0.O S 4' 1 4'-2' I'-0• 6',-6• • D•I I t/ W-W y{•01 3 PONY IDE 5MITTY PANV D SEE PLAN VV DRAIN BENEATH WASF�R. ry 4 n 906D I f 014 GLb.I --JTI'P. R 1 r l 1' WASROROeE i ry 52.BAL.L-OON FRAMED WALL.SSRSE E STRUCTURAL FRAMING PLANS, EL - 33 PLUMBING WATEE DROP FROM ABOVE. T� . '� _ ____ • 506D Ell PASS I 34.22"X 30"ATTIC, ISM-1.ACCESS PANEL PER GB.G.15 .1. ' O I 35.FAU.IN ATTIC.PROVIDE 30'X 50'ATTIC ACCESS PANEL. \ x C. rHALL 2 I �T (OR PER GM.G.908). PROVIDE FUEL 6A5,LIGHT AND SWITCH.7ILD'A GL6. \ T 36.METAL FIREPL.AGE.SEE MAHUPAGTURE5 5PEGIPIGATION5 FOR b WRAISED HEARTH REQUIREMENTS.5EE PLAN FOR BOX SIZE. ❑ W abti5Zj 3110' 4L2' S'{• S'HO' / '-4•\ 3'{' '6. ) S'-D' I PROVIDE Pb.AND KEY. XxXHX �d 11 - 3l.APPLIANCE A ION RE E.PROVIDE P.6.(VERIFY D-VENT EXITING U' f I l� 4e 51 :F M.42 TYP. ! 1 a'-r GL AND TERMINATION REQUIREMiEN TS)�.M1/1A022 oR W " / 4 BEDROOM 3 I 38.SKYL d1IGAL SERVICE PANEL.(SEE UTILITY PLAwEQI UO __ Tyr. / •D D'-1'GL6. I n O 40.56"HII6H 6UARDRAIL PER C.B.C.WE. 4 OPEN TO (� U \ p J 41.34'-38'HIGH HANDRAIL ABOVE NOSIN&PER GBL.10033.36 $; O W IR I BELow o I 4 J I� 42.VELA POST. r^ ah Q 7 I OPT. BDRM. '1 o I / I`_',I.`J H \ I e 43.2-LAYER.4 5/b'T'PE'X'bl'P.8D.FIRE SEPARATION AT CEILING. V J 4 \ 44.FIRE SEPARATION BEn�H HOUSE t GARAGE TO BE r/'� 6'-1'GL6.AT OPT. c M. Q i \ i 5/8'TYPE X. GYP.W.VV bd COOLER NAILS AT 7.O.G. 14 45.FIRE SEPARATION BETWEEN 2ND.FLR!GAR GL6 IN .AND _ WALL5 SUPPORTING 2HD FLR TO BE S/e•TYPE X'GYP.DO. = 1 46.5/8•TYPE'x"(SYP.BD.USER STAIRS AT ENGLOBED, USEABLE SPACE.bd COOLER NAILS AT 7'D.G. �. W 47.LINE OF CRIPPLE WALL ABOVE. W =1 p 48.FLAT SOFFIT.SEE PLAN FOR HEIONT. r 3O" LAUNDRY\ e = 44.ARCHED SOFFIT.SEE INTERIOR ELEV.OR PLAN FOR 5PEG. n I t:2 i', D,_I. \ - 50.LINE OP PLAOKABOVE.46 59 5ISHELF.SEE PLAN FOR HEIGHT. 52.6LA55 BLOCKL- __2046 PA. __ ______ IyQ 53.DUCT GHA5E.VERIFY W/H.VA.G.DRAWIN65.17 ID 1 1 54_RECESSED LUMINOUS CEILIN&.SEE FLOOR PLAN FOR SIZE AND_-- -__ SEE UTILITY PLAN FORADDITIONAL INFORMATION.L__J55.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION.SLAB INTERFACE PLIM OF MASONRY VENEEIR SEE ELEVATION FOR MI&HT.5M LAN FOR TOE FT&.RETURN DINENSIONEr. O U)51. 55,LINE OF«WAINSCOT FURR6.SEE ELEVATION FOR HEIGHT.51M � UO S'-0' D S'-IQ D' S'-0' bb• SLAB INTERFACE PLAN FOR MORE INFORMATION. Z W m B I 59.LINE OF DECORATIVE PORCH RAILING.SEE ELEVATION. O+ 60.TOP Or GUARDRAIL SHALL NOT BE LESS THAN 36'IN HEI&HT.C Q E O \ I Y OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN �J O p, O o� a O b I C ORNAMENTAL PATTERN SUCH THAT A SPHERE 4'IN DIAMETER /� W 9 SUPER BONUS/OPT. I CANNOT PASS THROUSH.PER GBG.5043. Ay(n o m \ BDRM. 5/6 E B14. 4f/ 61 .PROVIDE DECK DRAINS)IW OVERFLOW.PROVIDE BUILT-UP �z' o, z H a \ :V \ I DECKING MATERIAL BEHIND DRAINS)50 TO DIVERT WATER \n BONUS/BDRM. 5 \ I A AWAY FROM CORNERS). z 62.18•TOY'EL BAR-HST.54"ABOVE FIN.FLR I \ e-'•Gla. \ I 63.24"TOVCL BAR-HOT.54•ABOVE PIN.PLR. \ b4.TOILET PAPER HOLDER-H&T.24'ABOVE PIN.PLR. �. 1.0 65.IIOV OUTLET FOR IRIZISAT10N CLOCK. W \ mot*rb \ 1 66.6A5 METEVR LOCATION.SEE UTILITY FLAK IY., r I I \ \ I r GENERAL PLAN NOTES a F.S. 2050 40461GL. PA \ F \ 1.ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8•THK.U.N.O. Z O(SEE PLAN FOR SIZE).AT DOUBLE INTERIOR DOOR COND-11 N9 • PROVIDE DEA2B0LT AT TOP OF INACTIVE DOOR. O W 2. ALL GARAGE SERVICE DOORS TO BE HOLLOW GORE 1 3/6' 0 O /_�_ I ry THICK EXTERIOR GRADE.(5M PLAN FOR SIZE). �V/� � _-- __-- --_- - lY A d' I 3.ALL HOUSE TO GARAGE DOORS T BE SOLID GORE 1 3/b"TNK W W SELF GI IN6 AND TI6Hf FITTING (SEE , N(S PLAN FOR SIZE). ~O a 4.ALL ENTRY DOORS TO UE SOLID GORE 13/4•THICK(SEE PLAN V)0Oj N t� F�5� AT r INACTIVE DOOR VIDE DEADBOLT AT 00 O UM Q ELEV. M 5.ALL EXTERIOR PIRCN.H DOORS TO Be SOLID GORE 1 5/4'THICK (Sm PLAN POR SIZE).AT DOUBLE FRENCH DOOR PROVIDE J m V)n DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOORBUILDER SMALL . W µ C D 6 ESCAPE RESCUE 1WINDOI'VS SHALL HAVE A MINIMUM NET CLEAR �(D U O co F .7 3-10' 4-4• S,_I0' 4-0' 2'-b' OPENABLE AREA O 5 SQUARE FEET.THE MINIMUM GLEAK y J av O OPENABL.E NCI&HT DIMENSION SHALL DE 24 INGICS.THE MINIMUM 41-4• Iw-w I,'-0' I -4' NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 ING4E5 ULJ 5�-P� U) AND HAVE A FINISHED SILL HE16HT NOT MORE THAN 44 INCHES •V= .9 co O G ABOVE THE FLOOR.(PER UB. .310.4).WINDOWS NOT MEETIN6 0- ap A, THESE REGAIIREMENrS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARGHITEGT. 0 `'0-0• _I.W/CN THE OCCUPANCY SEPARATION BETWEEN THE HOUSE AND v GARAGE 15 APPLIED HORIZONTALLY,THE STRUCTURAL FIETMIBER5 SUPPORTING THE SEPARATION SHALL BE PROTECTED BY THE EQUIVALENT FIRE-RESISTANCE CONSTRICTION.NBC,SEC,.5022) /�� W `O` ■"EE 0 Z uj a 0 SECOND FLOOR PLAN !GALE VAC" � E x • J z �� "♦ W (y U m O M l aaaa A HALL , LAU a -- .0 OPT GLOSET -t,--F- ---L---� S.t P. L__J I---I�--- 26" Tv. JJ N ��e o _ aaaa aaaaaaa g DEN � BONUS ROOM llll u 111•cLs. e'-1 GLS. NBEDROOM b P } Y BEDROOM 1 �IIN iFlccles ) I� �.� �®�® QQaQQQQ ti m r+or I ' rv. O❑ 4 'O C y 1 L 7 OPTIONAL BEDROOM 7 OPT. DEN OPT. BONUS/BORN. 5 ° AT OPEN AREA OVER LIVING s�A E AT AORKSHOP AT ELEV. 'B' 4 'G'SCA E -0. AT SUPER BONUS ROOM SCALE A a � p 0 ems M o i a,,- ____ A'-6' 311o• 3'-10' 7• 10'1' z x < Q V V YJ Q O 6 O I o wA�Kwrll. 4 Z LAU Za Y n q9 GLO. f Qce A 1 W o 0 A O W n � a� M a \ • I n L__J I---��--- {1 z a r n W-z' vw r e r e r-2• v e 4 � Y � �P♦r. � i = = = =S=P= = = = = 't ELGV. -- _ $•-0• I $•-$• i6MT ✓9'_I.G{.b. 3 I Y14RDROBE DI-PA" so"ij --\—\—\4—e\•twII ,/—•�—1/2•—— a' II.- -- --\—V\——\�TI /— BR_'SiE. D�N0��.0\M -e OPT. R 2680 J-evos r j I-b'' • 1 PIXm PAWL BEDROOM0 P_ApHI 9 Jo[ \L \4 BEDROOM HO T Qrn n I-n � 11 —T TER BEDROOM TER BEDROOM 7J N-------------- owIY— N0 C.) �LLI < O Z O 3 00 � G m ENHANCED REAR, ENHANCED REAR OPT. BEDROOM 8 OPT. BORN. 5/6 t BA, 4 • -r V � o AT MASTER BEDROOM 5CA1 E AT MASTER BEDROOM SCALE o ELEVATION 'G' ELEVATION 'A' d 'B' AT YVORKSHOP AT ELEV. 'B' 'G'SCALE AT SUPER BONUS ROOM scALe.1/4- -o• PS QED 4t® .,ff n— W R R zz€." Lia 0 U:x x I W z� ■ z o�� J M W UTILITY LEGEND SURFACE MOUNTED CEILING L16HT FIXTURE onaio2 RECESSED LIGHT FIXTURE J"}l HAN61N&LIGHT FIXTURE a a a a l VP. RECESSED LIGHT FIXTURE W VAPORPROOF LENS "''1lll COVER. (6FGI AT HYDROMASSA6E BATfT1BS) _ --------------------__y WALL MOUNTED L16HT FIXTURE WALL MOUNTED 5CONCE LIGHT d.1yU SURFACE MOUNTED PLUORESGENT FIXTURE/UNDER CABINET LIGHT FIXTURE go• "- r__ FLUSHMOUNTED STAIR TREAD L16HT. {}OPT. d>-� / '� RECESSED FRACTIONAL HP EXHA)6T FAN, 1 HOr _ — / -- SWITCH CONTROLLED 2,1*ic NOOK In RECESSSED COMBINATION LI6HT/5XHAUST FAN,SWITCH CONTROLLEDOSWIG TUi CONTROLLEDSED ION EXNAIST PAN/HEATER°BEDROOM 4 =7 � 120V DUPLEX CONVENIENCE RECEPTACLEFAMILY E� 220 240V SINGLE CONVENIENCE RECEPTACLE aJ a a a a a a n 4 V I HOT 120V DUPLEX CONVENIENCE RECEPTACLE, SWITCH CONTROLLED,1/2 HOTHO -` vSGONNEcr 120V GIUADPLEX CONVENIENCE RECEPTACLE, I t IL16Mr ti& i A/G PAD \ II AT PR. / I n� - 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW /KITG`HEN (INCL.INSIDE CABINET OR ABOVE AT CEILING). WP. 12OV,WEATHERPROOF DUPLEX CONVENIENCE RECEPTACLE tl� \ 3 12OV,&ROUND FAULT CIRCUIT-INTERRUPTER(6PG1) C" 'o r� _ DUPLEX CONVENIENCE RECEPTACLE ` C 1 WP. 120V,WEATHERPROOF 6.F.G.1.DUPLEX GONVENIENGE �T •eb' - - 1, I I PH. RECEPTACLE '' q --�� - - - - - - HALL I _ _ DEDICATED COMPUTER OUTLET `d �/ I \ - - 120V FLOOR TYPE DUPLEX RECEPTACLE,W/COVER 7 I I I V SINGLE POLE LI6HT SWITCH LIVING UP DI�NfJING THREE-HAY LIGHT SWITCH POUR-WAY L16H7 SWITCH - - -- / - D SINGLE POLE LIGHT SWITCH W/DIMMER CONTROL I I PH. TELEPHONE JACK p 1 N. TELFV1510N ANTENNA/GABLE JACK PUSH BUTTON FOR DOOR CHIMES OR&ARA6E J DOOR OPENER d -- _ / '� •b• DOOR CHIMES r 1p_ BEN Y �{, �J THERMOrTAT,VERIFY LOCATION WITH HEATING>t � 8 c �,}� AC LAYOUT F m O O -UNCTION BOX,WITH COVER OR ADAPTOR AS v1 REQUIRED U V T J d C o Y j ryP. OS SMOKE ALARM, CaOI APPROVED,CEILIN6 `-j m \I\\ MOUNTED,HARD WIRED AND W/BATTERY BACKUP LL \\ OF CEILIN6 FAN,UNCTION BOX,WITH CO�ER OR J U] p a GARAGE STUB OUT FO ADAPTOR AS REQUIRED •BO" AT OLb. AT GLb. GAS METER Z wP. 0 LIGHTED ADDRE5(LOW VOLIED TO NPHOTOGR L.ISIBLE FROM STREET) `-1 W2T 8''.K VACUUM LOCATION. ELECTRICAL �' SERVICE PANEL y�yII _.G- DODICA MINGIRCUIT FOR VACUUM SYSTEM a0" p TIMER RIbATION SECURITY SYSTEM MASTER UNIT \ FLOOR DRAIN(FD)OR AREA DRAIN(AD), AS NOTED O O - O ROOF DRAIN(RD) V/ (D Y/ N \ — — — — — — — — — — — — — — — — — — — — — — -_. +}HB 110E+E BIBB(HB) O O lrt 00" N OPT. �- -5HE 0 yV HOSE BIBB WITH SHUT OFF VALVE(HB/SOV) O O j v FUEL&A5 OUTLET MO) J (n _ wa — LOOSE KEY VALVE(KEY) L p M <� O WATER STUB OUT FOR FOR ICE MAKER W L Nv cc 1-0 N a— NOTES: 5-ELEVATIONS FOR EXACT qq LOCATION OF LIGHTED ADDRESS SION. I. MECHANICAL VENTILATION FOR Aa TOILET COMPARTMENTS AND G BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANSES PER HOUR, G.B.C.120B 3. US 2. PROVIDE L15TEP NON-REMOVABLE TYPE BACK FLAW W PREVENTION DEVICE AT ALL HOSE 51555. G P.G.6034.T. C 3. SHOWERS AND NB NW-� ER COMBINATIONS SHALL BE PROVIDED W INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING Q VALVE TYPE. GPG.420. oZ W 4. GAT 5 Rb b WIRING n __ (/Q) 5. ARC-FAULT CIRCUIT INTERRUPTERS ARE 70 Be FIRST FLOOR UTILITY PLAN USED AT ALL BEDROOM RECEPTACLES t,- ui 5CALE I„ _ _ M o W = U m O UTILITY LEGEND l z SURFACE MCINTFJ7 CEILING LIGHT FIXTURE bnmo� 00. W RSGESSCD LI6HNT FIXTURE�( a a l"l HAN61N6 L16HT FIXTURE aaaa 0 U VP. RECESSED LIGHT FIXTURE w/VAPORPROOF LENS - E4 COVER. (6FGI AT HYDROMASSA&E BATHTUBS) z H+ WALL MOUNTED LIGHT PIXTURe E" WALL MOUNTED SCONCE LIGHT W A 1_Q-4 SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINP-T L16HT FIXTURE aaaa aOT STAIR.TREAD L16T.FLUSH aaaaaa ��• - RECESSED FRACTIONAL HP EXHA)ST FAN, '7 SWITCH CONTROLLED RECESSED COMBINATION LI&Hr/EXHAUST FAN, IIInOT SWITCH GGNTROLLED d T WALK IN -/ RECESS®COMBINATION EXHAUST FAN/HEATER U N l CLOSET j B�DkOOM 2 5PNITGII CONTROLLM x ��� e AT II -dN. / 120V DUPLEX CONVENIENCE REGEPTAGLE U f oPr li ®®a aaaaaaaa i � � / � 220 2�fOV SINGLE CONVENIENCE REGEPfAGLE MASTER li '�/ ' / � PN. � 1/3 120V DUPLEX GONVBNIETNCE RECEPTACLE, �] BEDROOM \ ; M/BATH * ,,-1 i II HOT SWITCH CONTROLLED,1/2 HOT {QGi + 120V GIUADPLEX CONVENIENCE RECEPTACLE, L) _ 1 12OV,DUPLEX CONVENIENCE RECEPTACLE BELOW ' pPr. i _ _ 3 (INCL.IN C SIDE CABINET OR ABOVE AT EILING). 12OV,WEATHERPROOF DUPLEX CONVENIENCE Lgj RECEPTACLE G ` i Itl <F 4y/ _______ I "P ' � 120V,GROUND FAULT CIRCUIT-INTERRUPTER(6PGU _. DUPLEX CONVENIENCE RECEPTACLE x I �� � re. 120V,WEATHERPROOF DVPLEX GOVENIENGE HALL 2 � RECEPTACLE q e \ DEDICATED COMPUTER OUTLET R jl A 120V R FLOOR TYPE DUPLEX RECEPTACLE,W/COVE pZ,T ICI BEDROOM 3 51NOLE POLE LI6HT 5WITC 4OPEN T BELOW O THREE-WAY LIGHT SWITCH OPT. BDRM. l ° � � UR 4 FO -WAY L16HT SWITGk N6 ME C A 51LE POLE LIGHT 5WITCH W/DIMR ONTROL Pr. In q NOT PIH. TELEPHONE JACK p y _ �---Q N. TELEVISION ANTENNA/GABLE JACK ZQ pq L�PNDRY PU5H BUTTON FOR DOOR CHIMES OR GARAGE d DOOR OPaNeR x ---- 1-j ••• DOOR CHIMES O o U TERF105TAT VERIFY LOCATION WITH hIEATNb� o -_ -- AG LAYOUT JUNCTION BOX,WITH COVER OR ADAPTOR AS MO x Hn U a z PM. REOUIRBD J U o h O zu- c I o U �. \ O SMOKE ALARM,IGBO APPROVED,GEILIN6 UN OWO m \ 1 MOTED,HARD WIRED AND)IV BATTERY BACKUP -01-) OF CEILING FAN JUNCTION Box WITH GONER OR U o a o / ADAPTOR A5 REQUIRED lUJ 2 LIONTED ADDRESS SION NISIBLE FROM STRUT) >v( l A (LOW VOLTA615)TIED TO PHOTOCELL. z SUPER BONUS/OPT. ! \ BDRM. 5/6 It BA. 4/ }{� vAcwM LocnnoN. U) BONUS/BDRM. 5 5 I DEDICATED CIRCUIT FOR VACUUM SYSTEM a 20 AMP.MIN. SECURITY 5Y5TE3'4 MASTER UNIT 2 N. O FLOORT�IN(PO)OR AREA DRAIN(AD),AS W ------------- O O 0 ..... ____._. -..-.— O A` ROOF DRAIN(RD) 5 HB HOSE BIBB(HIS) W 0 a 0 In m N A His ry HOSE BIBS WITH SHUT OFF VALVE(FB/50V) O O <M R1 sOv —j T >V I ++ FUEL&A5 OUTLET('F6) J i m Vi r O wa LOOSE KEY VALVE 04EY) =U O co)In Q Z O � J �^J WATER STUB CUT FOR FOR ICE MAKER W a— 3 N ■ � �� N NOTES: ■ 1. MEGHANIGAL VENTILATION FOR TOILET COMIPARTMEN75 AND Q BATHROOMS 5HALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR G.E.G. 203.3 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK PLOW W PREVENTION DEVICE AT ALL HOSE 15I805. :P.G 603.4.'. O 5. SHOI ERS AMID TLB-SHOWER COMBINATIONS SHALL BE PROVIDED NV INDIVIDUAL CONTROL VALVES OF THE PRE h PRESSURE BALANCE OR E THERMOSTATIC,MIXING 0 VALVE TYPE. GP .42o. oZ 4. GAT 5 R6 6 WIRING W iv S. ARC,-FAULT CIRCUIT INTERRUPTERS ARE TO BE SECOND FLOOR UTILITY PLAN USED AT ALL BE77ROOMRECEPTACLES Lo W SCALE.1/4•-0• ui z M J m U m O �!//_- \V \ / 4 — � r-�� OPEN TOAMIL'r of y AIX Ile I I A/V DOUBLE EACE ,�I6. I�1L���L1C� �IO.° I�L1 SPAce Q m /`\ SPACE El" Ell m El�L E1111 _ mnill _._ _.._ fi�rr l L g zVERIP/ + i �f ,II��-I��3' I � z'-6'GLIC 3'-4'GLR p1' D'-4'CLR. 7 �gVn yp RI +/CIF'! � � VHiIFI' 'Y� h p�� V9iIFY p y� ryk VBiIPY h�� NEI¢IRY n ,� _ y' ISLAND L F F KITCHEN ENHANCED KITCHEN 0 L NOTE: CABINET ELEVATIONS ARE SCHEMATIC ONLY - 5EE SHOP DRAWIN65 BY CABINET MF6. xALe,3/D'. I'-0 SCALE,s/e.I'O° \ry� m � l u r \ / Y � _ c NOTE: dP a.9 MOUNT ALL SHOWER js m i I,�. i �+ i 1' I i z P9' i m � •c � � q c7 �� (� I'�' Y U < f i� HEADS AT 78 HT. '� •c •c��� ' � � q�� � r-----ii----- � ABOVE TUB/SHOWER IN.z'-0'I c 2 m -----�Ih------� v W PAN. (DRAIN INLET) ° �r �1� ILI ry� •c��e ry� d err'" c ry� P � o' k ry" ►`C�`` r ^ Q MASTER BATH BATH 2 BATH 3 OPT. BATH 4 LAUNDRY LINEN p w V z QF U Z W z O N � 0 B A B A FZ N W Q d Q d U Zwa q o o 2WW my o p. F C Q O H m {L—(n w o u m z I� z 0 D.4 D.4 a >; 0 o 19 D.4 ------ (n (/� OM a -- o I Ib 41 - ` D.4 In N I Q n O M o R7 _ 34 > U - rower O y 20 (D 20 a O D.4 W CC o Co N I? `6 T'(P. m D.4 31 5EGOND FLOOR FIRST FLOOR L1J n �� 4 E• cIn Q SECTION B SECTION A oZz N ■ W WU O M SECTION NOTES 1 FA5CIA BOARD.5W CL.NATION. 2.BAKSE BOARD.SEE ELEVATION 5.EXPO'E1 RAFTER TAILS. V 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. S. .ROOF SHEATHING. fW� 6.DES16NED WOOD ROOF 7RL5SES. 'I.HEEL 5TAND TRUSSES. q q q a U a.61RDE R TRUSS. 9.2X ROOF RAPTERR5. 10 2X ROOF JOISTS. I I .2X CEILING J015T5. 1.2 2.RIDGE BOARD/BEAM. y 13.FLUSH BEAM. P4 14.DROPPED BEAM. W I5.'rAD9R q 16.IX OVER 2X TOP PLATE AT NON-BEARING WALL. I T.DOUBLE 2X TOP PLATE AT EXTERIOR l BEARING WALLS. 15.2X FLOOR JOISTS. F7 1 9.DESIGNED FLOOR TIEI155ES. aaaa aaaaaaa 20.FLOOR 5HFATHIN6. 21 .6.1.FLASHIN6.(ROOF TO WALL) 2 2.6.1.FLASHING AND SADDLE/CRICKET. 25.EXPOSED BEAM. q 24.2X SOLE PLATE. 25.2X P.TDF.SILL PLATE. O 26.2X4 STUDS. 2-7.2X4 CRIPPLES. U 25. 12 4 12 29.2X GE 'U Pow FURRING. TYP. SO.Po STUDS. $ e 31 . NY ONKILL.FR SEE PLAN FOR HEIGHT. ®®a a aaaaaaa C 3 32.BALLOON L CAL WALLS.SEE STRUCTURAL FRAMING PLANS, {q 5TRUCTURAL CALCULATIONS AND GENERAL NOTES. 33.(3)2X STAIR STRINGERS. 6 34.PLYWOODRE TADS AND RISERS. 35.WINDER STAIR FRAMING YV PLYWOOD TREADS. 36.RIP 2X PECK-JOISTS FOR 1/4'PER FOOT SLOPE. IJ TOP PLT. TOP MT. TOP PLT. TOP PLT. 3-7.ELA5TOMMIC PeCKING OVER PLYWOOD SUBPLOOR. INSTALLED TO MANIPAGTURER'S SPECIFICATIONS. \ 35.2X 'NAIL SPADED'DEGKIN6. I 2 4T � 54.CONCRETE FLOOR SLAB. � T1T � 40.36'HIGH GUARDRAIL PER C.B.C.509. SUPER BONUS/OPT. 21 41.54'-35'HIGH HANDRAIL ABOVE NOSING PER rJ5-10033.3b. '.r T :r 42.FIBERBATT INSULATION-SEE ENERGY COMPLIANCE SHEET. .G-1 o BEDROOM 2 BEDROOM 3 LAU BDRM. 5/6 t BA. 4/ S 4 4 MASTER OPTIONAL 43.2-LAYERS 5/L'TYPE W GYP.EV.FIRE 5EPARATION AT CEILING. R BONUS/BDRM. 5 42 BEDROOM BDRM. 44.FIRE SEPARATION BET'Y� GE N HOLSE 4 GARA TO Be 14"TJI AT OPT'. 90 32 5/9'TYPE'X'GYP.ED.W/bd COOLER NAILS AT T'O.C. C C77'7 1=� 45.FIRE SEPARATION BETWEEN 2ND.PLR 4 GAR.CL6.AND FT 2 20 w 20 19 WA1-1-5 5UPPORTIN6 2ND PLR.TO BE 5/6'TYPE X'GYP.5D. W PIN.PLR / FIN.FLR. FIN.PLR _----_---- _ _ " 46.5/b-TYPE"X"GYP.BD.UNDER STAIRS AT ENCLOSED, G �- TOP PLT. TOP PLT. m LISEA u IE SPACE.bd COOLER NAILS AT l'O.G. TOP PLT. A 4-7.5/5'GYPSUM WAIL BOARD B �' _ _ _ -__ _ _ __ __ _ 49.I/2'6YP5UM WALL BOARD I�' x+ W \ 17 40 TYP. �����✓ 49.EXTERIOR FINISH,REFER TO ELEVATIOhLS. U 44 45 1.9 "foo 50.EXTERIOR SOFFIT(SEE ELEVATION). F 51 .SHELF,1/2"GYP.BOARD OVER 3/5'PLYWOOD.L j Fes. ( ) 6 NOOK KITCHEN DINING GARAGE BEDROOM 4 BA. 3 LIVING ATTIC F.A.U. NOTES bAam V ' W ' I. FUIiNAC.E SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN 25 A FURRED SPADE. Ca W PIN.PLR. T.OL. PIN.PLR FIN.PLR 2. FURNACE SHALL BE LISTED FOR U5E ON COMBUSTIBLE FLOORING. 3. ATTIC OP®41N6 AND PAOSASEV"Y SHALL BE LARGE 2NOU&H FOR REMOVAL OF FURNACE. 4. PROVIDE MINIMUM 24'WIDE SOLID CONTINUOU5 FLOOR FOR "z PASSA6EY4AY. ° 5. FURNACE SHALT.ENE NOT MORE THAN 20 PT.PROM ATTIC o0 U SECTION D SECTION B OPENING. 6. PROVIDE UJOHSTRUGT®LEVEL WORK SPACE OF 50"X 50'MIN. IN FRONT OF E1IUIPNBJi. SCALE:v4'-I'-o• ScwLE./4"=I'-o• T VENT THROUGH ROOP A MIN.OF 5 PT.ABOVE THE HI6FEST VENT COLLAR YWICH IT SERVES. O .d W10 O fJ 9. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. Z In 'E Qo j�� 9. RAISE PLATFORM AND PASSA&E AY FLOOR SIJFFICIE NTLY SO F '. of G tlS F 12 TYP. INSULATION BEY!£/sTN WILL NOT BE COMPRESSd2. C-) 0. O 5 6 CsENERAL SECTION NOTES �`� z z H `` a 10 z 1. RPlER TO STRUGTLRAL ENSINCERS DRAWINGS,DETAILS AND NOTES FOR INFORMATION NOT SHOPN MERE. (,!� 2. RZI-ER TO 7RL55 DRAWIN65 FOR INFORMATION NOT SHOM Grj7 TOP PLT. Lim I T.P. T.P. TOP PLT HERE. R$ N 3. T REFLECT 'A'ELEVATION U. D. SEC. ONS R17`LE THE I 6 a 4. VARY PER ELEVATION. 7. ROOF S AND MAY VA EL.EV O. OV92FiA 9 SLOPE() NG() `R15E- T 3/4'2 SUPER BONUS/OPT. E-LEVA TO THE ROOF NOTES AND ROOF PLANS AT FAGH ° dEn ELEVATION FOR MORE INFORMATION O W M BATH HALL 2 MIN BDRM. 5/6 t BA. 4/ o o MASTER M BATH CLOSET BEDROOM 2 N ° BONUS/BDRM. 5 BEDROOM w N 1--t III 21 , ^ y Lo m FIN.FLRL ,:I III ,., ...I_:1.1 F.F. FF. FIN.FLR O 0 o a T.P. T P. TOP PLT �U J TOP PLT. El%S�S%7J -It) 2 5 94 42 4'J 14 , 0) Z Z co � JQ� O W U) /y.� Ccp OJ W FAMILY HALL I 46 26 GARAGE BEDROOM 4 FAMILY NOOK KITCHEN ; a � o cm Tyr. 42 V PIN PLR T.O.G. FF. ` FIN.FLR M `O r p SECTION C SECTION A `a '-O• oZ A a SCALE:1/4•-1 SCALE-1/4"-I'-O" [-i\V I` W W M■ Z o�� "r W O U� ELEVATION/ROOF NOTES 1 2x6 FA5CIA,SEE DETAIL. 2. 2x6 BARE, lone/oa 3. x EXPOSED RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. 41 O SEE DETAIL. ROOF AT TYP.TYP. DECK ONLY' NOTE,ALL RAFTER TAILS TO BE EQUALY SPACED.FRAMER � ---- ELEVATION C ATI 14 12 - - TO COORDINATE WITH TRU55 ENGINEER. ---- ------T_-�-_-DII- 1 �- 4. EXTERIOR PLASTER OdER PAPER BANKED WIRE MESH. _ { h t 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. CCCC .... .... _ 1 \`I n 1 6. (I)GOAT STUCCO SYSTEM I.G.B.0 0 XXXXXXX ... --.... ___ _ r •• ••• - - -+ EXTERIOR 51DIN6,SEE EXTERIOR FINISHES NOTES. EXTERIOR&BADE PLYWOOD SOFFIT. 1 \ OL OL I 9. TONGUE-AND-GROOVE SOFFIT. 10- SPACED x VERTICAL WOOD TRIM AT XX'O.G.OVER EXTERIOR&RAPE PLYWOOD OR M.D.O.BOARD. CHIMNEY AT � (5)RODORMERSF 1 5 2 33 6 TYp. 1 I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. OPT.F.P. % DORMERS D.I ___ 'T 1 12. EXTERIOR 6RADE PLYWOOD OR M.D.O.BOARD. 13. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. TYP. 13 14, FOAM TRIM,SEE ELEVATION FOR SIZE. I 1'11 4' dl D.I �H I TOP RT. I4 I'YP 21 D'3 TYP �� 2"X4" 14 15. EXPOSED WOOD TRIM,515E ELEVATION FOR SIZE. RIDGE ROOF LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _( - T45 TOP PLT.� Ib. BUILT-UP"CURVED'PLYWOOD TRIM OR M.D.O.BOARD. C C C C C C C C C C C I I ry IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. 1 1 18 POT'SHELF,5EE DETAIL. 1 BUILDINb j T q _i/ P: PROVIDE&.1.FLASHING AT ALL EXPOSED WOOD TRIM. an LINE -� D.I 21 S 20 CONTINUOUS 6.1.EXTERIOR PLASTER 5CREED,SEE DETAIL. O 1 I 22 15' °6' 21. 6.1.FLASHIN&ROOF TO WALL. as, 3 1T D.3 23 1T 13 F _ 22 G.I.FLASHING AND SADDLE/CRICKET.CENTER KNDOA d D.T1 'X54' DOOR LOCATION 4 / D.T IZy 23. FIREPLACE MAPPROVED NUFACTURER. SPARK ARRESTER FROM 6 O Q 1 D.I _ I --- 6 \\ '6 = 24. MA50NRY VENEER. 1 L TYP. I / y 6 21 d� 25. THIN-5ET MASONRY VENEER. T / ir`a ,I 5 --------- --- 2T. SHAPED FOAM CORBEL,SEE DETAIL. U a 26. SYNTHETIC STONE VENEER.I.G.B.O.• XXXXX I4 \ FIN. LR. A ��•• ____ 9 I m - - - - - - - EL,SEE DETAIL. �{ ! 1 ry TOP PLT. 2'I. SHA 400D PPOSCORB Q TYP. `i \ n - - - - - - - j - - - - - - - - - - - -11 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. Nv-' 41 / - _ 31 MANUFACTURED COLUMN. Q I 2' II `/ Al �y� 32. PRECAST COMPONENT/TRIM,SEE DETAIL. 2T 5 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. J 34. METAL RAILING,SEE DETAIL. (1)ROOF I yA _TYP. D3 D D.I 35. W RAILING,SEE RAILI SEE DETAIL. DORMER 8 IQ<� M. /\C) TYP. TYP, P 36. DECORATIVE METAL,SEE DETAIL. W I Y 4 6' m \ _-.- 37. EXTERIOR PLASTER RlaGE55,915E ELEVATION POR 1 LOCATION,DEPTH AND SIZE OF FINISHED OPENING. d ___. ••• _... .1 I 38. b.1.SCREENED LOUVERED"GABLE END VENT', _ Ii, SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REQ'D. -L- _. - II 39. &.1.SCR ENED HROOFF AIR VENT. MREOUIRED71ATTIC a• I I 1 FI FLR T.O.G. VENTILATION CHART INF ORMATION). - - - - __ - - - 40. DEGORATI VE(FALSE)VENT/LOUVERED BOARD,SEE C TYP ELEVATION FOR SIZE AND LOCATION. 41. 6.1.GUTTER D AND DOWNSPOUTS,LAYOUT TO BE FIELD ID 20 VERIFIED. 'd 42. 6.1.DIVERTER. q TMp' 43. L16HTED ADDRE55 516N. u AREA-2 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. 7 (1)ROOF 45. MECHANICAL TUB ANC.C-55 PANEL,CORROSION RESISTANT, DORMER VERIFY LOCATION. a�0i 46. &.1.RE,5LET FOR COLOR COAT CHANGE. FRONT ELEVATION 3-A EXTERIOR FINISHES Sf=^N 1 SH SCALE 1,. -o ALL 15XP09ED PLYWOOD TO BE EXTERIOR&BADE. ROOF PLAN R///�y-/fA�, ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,FOST,AND CORBELS TO BE RESA IN.U.N.O. 5CALE V =1-O q RAP. ROOF PLAN NOTES RAP. Z -� INDICATES 5,i2 SLOPE UNLESS NOTED OTHERWISE a O 0 ON PLAN O Z o DETAIL A TYPICAL ROOFING TO BE GONG.S'TILE FOAM CORBEL. N.T.S. EAGLE ROOF TILE' I.G.B.O. ER 4660 OR APPROVED EOUAL >Q_ x TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12' W LL 6 p o UNLESS NOTED OTHERWISE ON ROOF PLAN, Z W O wo] b TYPICAL ROOF OVERHAN&AT SAVE CONDITION TO BE 12' <1_w F, u UNLESS NOTED OTHERWISE ON ROOF PLAN. J z .-+ a REQUIRED ATTIC VENTILATION D ��Q N E. THE ATTG VENTILATION CALCULATIONS PER G.B.G.SECTION 1505.5 A5 FOLLOWS: (A)ATTIC AREA(SQUARE FEET). (B)DIVIDE(A)BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED NET FREE VENTING AREA IN SOUARE INCHES,DIVIDE TOTAL REFER TO BAST G PLAN FOR BY 2 TO GET THE NET FREE VENTING REQUIRED BOTH HIGH AND LOW. NOTES, DIMENSIONS, AND -AREA DIVIDED BY ISO (HIbH AND LOW VENTING NOT REQUIRED) (G)TOTAL SQUARE IW-44ES OF NET FREE VENTILATIN&AREA PROVIDED INFORMATION NOT SHOWN BY&ABLE END ATTIC VENTS.(SEE BELOW FOR MIN.50.IN OF FREE AREA FOR EACH VENT) = .SABLE END VENT HERE (D)TOTAL SQUARE INCHES OF NET FREE VENTLATIN&AREA PROVIDED BY ROOF AIR VENTS.('15 50.IN,OF FREE AREA MIN.EACH VENT) 8.H16H VENT 0.LOW VENT ,A :r !FJ TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED cn v' BY UNDER EAVE VENT BLOCKS.(12 SQ.IN.OF FREE AREA MIN.EACH) LJ.VENT BLOCK AT TRU55 BAY (F)TOTAL SQUARE INCHES OF NET FREE VENTLATING AREA PROVIDED O E CD�f1 N O J j� J = ems; PLAN A B G E F "3A" Re .+,N6 vEMrs oR.-�Ee verrrs eNr M FA.FTJ(3G1.IN) (yp,INJ v A6 �AvS v�T1DE L Z AREA-I Coss r�1w�.9�. -4i 2. - uuT sv Me N/A3iJ95=95 - gs s16T 3= N �• AREA-s 'O bl WA NOTES, I.NET FREE VENTINS AREA PROVIDED BY EACH VENT 15 5A5ED ON ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE 0 MINIMUM"REQUIRED VENTING"AS L15TED ABOVE 15 PROVIDED ZEN FREE VENTING FOR INDIVIDUAL VENT5 15 DIFFERENT THAN ABOVV. /yam/y� 2 V.ALL ENT OPENIN&5 SHALL BE COVERED W/1/4"CORROSION W RESISTANT METAL MES H.(IF MESH 15 LESS THAN I/4"THEN THE NET FREE VENTINS AREA OF VENT MUST BE INCREASED TO ALLOW VENT POR REDUCED AIR PLOW) ` 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRU55 r MPR. C TO ACOMMODATEAMC ALL A VENTS 4,ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM Q WHEATHER-PROOF AND WALL MOUNTED LOUVER5 SHALL BE AND FLASHED WITH WOISTOP"IN THE SAME MANNER PRESCRIBED uj FOR WINDOW INSTALLATIONS. a Q 5.PROVIDE APPROVED INSULATION DAMS(BAPFLEW WHERE VENT DLOCK FRAMING 5 Q ARE USED DETYIEEN ROOF AMING MEMBERS TO PREVENT VENT HOLES m FROM REINS BLOCKED BY INSULATION. (r J¢2 S b.LOCATE HIGH VENTN&MINIMUM 5'-0'VERTICAL DISTANCE U ABOVE EAVE VENTS. T.PROVIDE AC11- AND VENTILATION FROM CALIFORNIA FRAMED AREAS ¢ W TO ADJACENT ATTIC,SPACES.REFER TO STRUCTUAL DRAWIN55 FOR FOR SHEATHING PENETRATIONS. ii 10'-O' 14'X24' AT Ol r_- -y n F r- _ aaaa I N I I I I M 2 14 TTP. I 14 4'DIA TOP PLT. !____ ' TOP PLT. TOP PLT. I- - - 1/2 ISND. - - - - - - - - - TOP fl a a a a a a a a a a a ` -}�4�}-� I 4-L 21 I NHAW-W m �1 I I 1 TYP.TYP, l p�O iY aCVAnON� III _; - i I D III II I,I III I III - o a Q Q 4 III ' T III III O _ 21 T a O II 11 I D IL I i F YJJ M. L` _NJ i 4 Y'OVL AT OPT � � U y ©®a FIN.FILM 'Y��� \�`��- FIN.FLR FIN.FLR. 1 --- - ���.T - - - -- -- - - - - -- - - - - - - FIN.FLR. a a a a a aa n TOP PLT. TOP PLT. TOP PLT. I TOP PLT. g IF IF Ir'll III I� . II II II II II p ' 1 II 4 II 1 II III II II L-J D I f D II I D II D3 II II III II II 4 ;. c a IIAT II II .II Q II II III r Q, F 7. I OPf. c Q II II II II 1� II II III II Id 14 Y II II II V '� t I•X4'II II II II ��==1IL_ FIN.l FIN.FLM F.F. Tp,G, ------ d \ A A 7 REAR 3-A LEFT 3-A � SCALE I/4'•I'-O' V J Uj SCALE I/4'•I'-O' p a y o $ _ - 14"X74' TYP - - ►�Q SN 3 W W iJ I Z 2 d q 1 0 2 I Z 00 .by yq w v�i C I I•X'y _____i____1___T �WLL p. 0 I I JJ��yyJJ �3�]7 24'X48° 1 1 14 IiJ J Z N Z F !i 4"DI A. !- - _ - - _ - -- - TOP PLT. _ _ - - - --1/2 RND.- - - --- TOP PLT. I I 21 D 24'X411' 3 v a O D.2 O DIM. I'X4' Q 4 .9 ' p b M' / 2XI04 J1 ---------------- 21 _�___-_--____-_ o - - - - - - - - - - - - - - - - - - - - - -- - ON.FLR - - _ _ - - - - - - -- - -- - - -- - - - - - - - - - - - - - -- - FIN.FLR. - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP PLT. _O �O N N 1\ IF--91 rF"11 A"II III II` O ul j II II II V II II ]aM T U U II I II II P II 1V I \) P O Ili U p III h 11 ° 2'a' ° r •.D z M II II II II M. V a O 0 V II II II I I II W o� W �y�� 11 II II II II 11 Q III11 p N 1 0 0 N o I I --- --- FIN.FLR 2 G D.4 2O M/y� PA RTIAL REAR 3-A RIGHT 3-A ~ hSRE�I ���r10' AT ENHANCED ELEVATION N SCALE I/4"•1'-O' U ry0 tea= W a�a c = oa W � U� z 0 a �----------------------------Y Z I ----------------------------y W I I I I I I ' ' I ' A ——————————————— 0.1 I I i W T.— --- ---t----------------- ———————————— NOOK $ AALKIN \ OL.oaeT b o = a \ Ij BEDROOM 2 I - I vv M BA H I MASTER FA ,----• .II / = MILY \ ®®®® 6 I BEDRO� � _ -__� 4444444 I ------- I ' O i0 I I I )BA. - V vv ---� --————I// ITCHEN --------- --R=-------1_6 X1 ---------- 0 a I HALL /L-/-/2 � S zwb HALL I BEDROOM 3 z LIVING DINING OPT. BDRM. I LAUNDRY -------------------- ENTRY o cxn, '/ \ WORK SHOP / I I Zoo W d " OPT. DEN / OPT. I Qua F /SUPER BONUS/OPT, I BEDROOM 8 GARAGE I I I — (n o BORM. 5/6 t BA. �/ 1 I I I /'� �`J` 4 I / BONUS/BORN. 5 / I I '—� � I ILLI 414- I` 16, I 5 w r I / Ieae Ieae was // I I I� I I I a Fa. FA. Fe. p I I k so 4e " I - - - - ------ ——————— I �———— "I6O6O SFLTIONAL 5ARAIIE DOOR I ------ 11 o W 1 O V/ r) \ I ----------------------- It n 'o I ' ———————————————— n E Nc' J = mJ a b 1 ---------------- �a GARAGE 2 �Qo C W 8 i I = ccoS c6 ' o cm--- - r o I—— 2o4s i;l — MQ Ie'-4• a. REFER TO BASIC,PLAN FOR O NOTES,DIMEN51ON5,AND 5'-0' T-0� 416' I le'-10• leb' 24'i" _,-0• INFORMATION NOT SHoM HERE II'-4' SO-o• Q soW o z Lu R = x r W SECOND FLOOR ADDENDUM g FIRST FLOOR ADDENDUM g o ��� M AL SCE VY'-I'-O• x O f!I m q m SCALE.I/1"-Y-O" q u Ili ELEVATION/ROOF NOTES I. 2xb FASCIA,SEE DETAIL. AT OFT.v� 2. 2.6 BARGE,SEE DETAIL. :.\1 O ONLY ROOF AT T .M. 3 OED. x EXPS RAFTER TAILS W/SHAPED ENDS,5W DETAIL. 1 4I Etl1AT1C® 10'-0' NOTE:ALL RAFTER TAILS TO BE EQUALY SPACED.FRAMER 11 ELEVATION 14 12 TO C COORDINATE WITH TRUSS ENGINEER. Ivy 4. EXTERIR O PLASTER OVER PA PER BACKED WIRE MESH. ;�'•. ,. / (saa7 t ____.� 1��'` 1 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. - i_yk_ ___ __ ___ __ L__ _L_ __L 1 T__ _= b. (I)GOAT 9T1X.G0 SYSTEM I.GBA.M XXXXXXX a a a a U =ETI. EXTERIOR 51DIN6,SEE EXTERIOR FINISHES NOTES. I ! - H. EXTERIOR GRADE PLYWOOD SOFFIT. xx 1 i �' O I 4 Z_ r lo•xIH• 4. TONGUE-AND-0ROOVE SOFFIT. \ i AREA- I h f 40 10. SPCm x VERTICAL WOOD TRI M AT XX'O.G.OVER EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. F CHI A �)R0. 1�Q EXPOSED WOOD CORNER TRIM,See EXT.FINISH NOTES. OPT. Di 14 I'X4' 12. EXTERIOR 6R ADE PLYWOOD OR MD.O.BOARD. W / 1 2 T.T. I3. WOOD LATTICE 0/EXPOSED PLYWOOD OR M.D.O.BOARD. (� 14. FOAM TRIM,SEE ELEVATION FOR SIZE. 0 0 i 14 Tt B• 2•�µ• 15. E7�OLi WOOD TRIM,SEE ELEVATION FOR 912E. y QROOF LINE TOP PLTQ a TtD 14 f/ TOP PLT. I6. BUILT-UP"C WM.D.O."CURVED'PLYWOOD TRIM OR M .O.BOARD. FpI p D RIDGE Q I �// - - - - - ?. FIXED SHUTTORS,5EE ELEVATION FOR SIZE. a -1 1 IH. POTSHELF,SEE DETAIL. .L7� 1I r � 19� PROVIDE 6.1.FLASHING AT ALI.EXPOSED WOOD TRIM. 1 LINE ING 7 �' 5 T 20. CONTINUOUS&.1.EXTERIOR PLASTER SCREW,SEE DETAIL. q "X54' D.I 21 D 24'Xa " 2 6.1.FLA5HIN&ROOF TO WALL. 'L •I 11 D.2 IT ET 22. O.I.FLASHIN&AND SADDLE/GRIGKIET. o d� O ��Q T 4 I TYP. ! DT TYP O O 25. APPROVED TERMINATION TURM MANUF GAF Y'V SPARK ARRESTER PROM U -� D.1 yyII Q d _. __- 6 •� 24. MA50NRY VENEER. -n L, OL T,P 6 D.1 25. THIN-SET MASONRY VENEER. Cj 0 T -T __________ ____.________ _ 21 26. SYNTHETIC STOKE VENEER.I.CB.O.M XXXXX V 5 T � °- FIN. 2T. SHAPED FOAM CORBEL,SEE DETAIL. U .. .. 3 AjAj<j<j a a a a a a a DH - - - - - - - - - - - - - - 25 SHAPED WOOD CORBEL,SEE DETAIL. TYP. P D' TO PLT. 2R.. x WOOD POST(S). r �`_• } '� T'YP. HQ / I - �. 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. 14 91. C NT MANUFACTURED COLUMN. 2"11• 32. PRECAST OMPONE /TRIM,SM DETAIL. SjA :I 1 3' m AREA-3 10r I 44441 IH " 5 33. DECORATIVE PASSE TILE VENTS SEEELCV.FOR LOCATION. 34. METAL RAILING,SEE DETAIL. (1)ROOF IT IT F DJ 1 35. WOOD RAILING,5�DETAIL. DORMER I IH•X54' _ I TT'P. TYr. 2'X4' 36, DECORATIVE MEIN..,SEE DETAIL. 37- EXTERIOR PLASTER RECESS SEE ELEVATION FOR pp U 1 ; - -- H SLOCATIRON,DEPTH AND SIZE OF PIN15HEV OPENING. 0 77 38. 6.1. GEEt•!Efl t LOUVERED'GABLE END VENT', [ SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE RECTO. C T. • 14 TtD"94, _.-_._-... n 39- 6.1 VENTILATION.SCREErED°ROOF"AIR VENT.(SEE REWIRED T ATTIC, a y_____---------- I TI PLR - T.O.G. VENTILATION CHART FOR MORE INFORMATION)- h 1 ,g( ,j�•• - - - - - - - - _ _ - - - - - - - - - - - -_ _ _ - _ _ 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ELEVATION FOR SIZE AND LOCATION. D.I I I 12 4 1. &.1.GUTTER AND DOWN5POUT5,LAYOUT TO BE FIELD •) ,D [�] RIDGE I 0.4 VERIFIED. ! 1 42. &.I.DIVERTER. �� :C 1 j 43. L16HTMP ADDRE55 516N. LLI (j AREA-2 44. LIN-c OF INTERIOR CEILING OR INTERIOR WALL. 7 !•� ___Cl____!_L___+ R00F 45. MBCHANIGAL TUB ACGE55 PALL.,CORROSION RESISTANT, W VERIFY LOCATION. v p DORMgRS 46. &.1.REBLET FOR COLOR GOAT CHANGE. E" FRONT ELEVATION 3-B EXTERIOR FINISHES T,4L I r�N.4TE xAle vs•�i-o• ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ionmo2 c� ROOF PLAN 3-BSHUTTERS, ALL EXPOSED WOOD TRIM,PLYWOOD,SHUT ER5,POSTAND CORBELS TO BE RESAWN.U.N.O. ROOF PLAN NOTES m o INDICATES 5:12 SLOPE UNLP55 NOTED OTHERWISE roe o U ON PLAN. C)Z g TYPIA_ROOPIN&TO BE GONG.'S'TILE n F.< Ul "EAGLE ROOF TILE" I.C.B.O.•ER 4660 OR APPROVED EQUAL <11 x rn .4 a ,'G TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12' -j a q ,d p L) UNLE55 NOTED OTHERWISE ON ROOF PLAN. Z w O W do U TYPICAL ROOF OVERHANG AT EAVE CONDITI Q F--OfF ON TO BE 12' O E- m p UNLESS NOTED OTHERWISE ON ROOF PLAN. J O REQUIRED ATTIC VENTILATION Ewa N F a THE ATTIC VENTILATION GAL.CULATION5 PER GB.G.SECTION 1505.9�m AS POLLOWS� (A)Arne AREA(SQUARE FAT). p (H)DIVIDE(A)BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REWIRED NET FREE VEITIH&AREA IN SQUARE INCHES.DIVIDE TOTAL REFER TO SHEET 3.10 FOR BY 2 TO GET THE NET FREE VREWIREDITIN6 REWIRED BOTH HIGH AND LOK NOTES, DIMENSIONS, AND .AREA DIVIDED BY 150 NIGH AND LOW VENTING NOT REWRED) a (G)TOTAL.SQUARE INCHES OF NET FREE V IMLATIN&AREA PROVIDED INFORMATION NOT SHOWN BY&ABLE END Arne-VENTS.(SEE BE.OPL FOR MIN.SO.IN.OP F7T F%M AREA PBR MAC44 VENT) ® .&ABLE END VENT O HERE 0)TOTAL SQUARE INCES OF NET rRS VENTILATING AREA PROVIDED BY ROOF AIR VENTS.015 50.IN.OP PRQ AREA MIN.EACH VENT) O 8.HI614 VENT Q.LAW VENT O p (t,' TOTAL S R HAVE VffKr BP NET FRE•0.IN. F RS AREA PROVIDED y� BY UNDER EAVE V@LT BLOCKS.(12 SQ.IN.OF FROM AREA MIN CAGH) W N O•VENT BLACK AT TRUES BAY 09 TOTAL SQUARE INCHES OF NET FORM VENTILATIN6 AREA PROVIDED O E N N Q L p M F J mW p PLAN A B Gam_p E F W r= Recap e,.ei.e RNo o- a✓E ror.N- IY W,� "3s" � vcrarlw ve+rs �veNrs veins verru�s � (.D p (17 (Yi PTJ nr+.INN (YJ.IIU (!m.M) r,Im.INJ Pe&.'eU � AREA-I 2oaT rena-aw -12. � N IA v.s s AREA-2''R 313 300� WA 3(95)•205 ��eU12, 533 09 co AREA-3R TO 6-1 WA a+ (U95.95 r242, 119 (� co NOTg: 1.NET FRE:VENTING AREA PROVIDED BY EACH VENT 15 BASED ON ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE Q MINIMUM'REf UIRED VENTING'AS LISTED ABOVE 15 PROVIDEDAHEN FREE VENTING FOR INDIVIDUAL VENTS IS DIFFERENT THAN ABOVE. MM 2.ALL VENT OPENIN65 SMALL BE COVER®FV 1/4"OORROSION Rid RE515TANT METAL MESH.(IF MESH 15 LESS THAN 1/4"THEN THE NET PREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW O FOR REDUCED AIR FLOW) 3.FRAMER SHALL BE RESPONSIBLE FOR GOORDINATIN6 FV TRL55 f MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SMALL BE INSTALLED 50 AS TO MAKE THEM Q WHEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE .p AND FLASHED WITH'MOISTOP'IN THE SAME MANNER PRESCRIBED n o zo Lu FOR WINDOW IN5TALLATON5. ,y � R a cD 5.PROVIDE APPROVED INSULATION DAMS(bMPLES)r*eRE VENT BLOCKS ARE USED BETWEEN ROOF FRAMING MEMERS TO PREVENT VENT HOLES M FROM BEING BLOCKED BY INSULATION. O V Z x ■ W 6.LOCATE HI&H VENTING MINIMUM 3'-0'VERTICAL DISTANCE ABOVE EAVB VENeSS A. o a N Lu T.PROVIDE AGGE96 AND VENTILATION FROM RZTUAL D NN" AREAS 0 � TO SHPATHIT ATTIC STAGES.REFER TO 9TRUGTUAL DRAFUN69 FOR p FOR SHEATHING PENETRATIONS. AT OPT. Q aaaa Q F I n 1 I I h I I I I I I I I I I I I I I TY* 1 I I I I I 1 1 z I I TOP PLT. L___7 TOP PIT. TOP PLT. TOP PLT. aaaa aaaaa asS EE r- - -- - 171 x/III J� _ fl @Y/IdIGED III II III M.M. I' II RNAf10N III I III 12'XID' j EZ - _ I 4 O Q Q I O 4 l i T II �� i I T i t I J. 0 III I, DJ III p II, ��II JYJ 21 I II �yl IIL �yl F C nnn _ M. _ 1 BMD AT OPT _ _ _ _ _ pp \\_�� FIN.FLR PIN.PLR. _ _ ` _ _ __ _ _ _ .T _ _ _ _ _ ___ __ _ _ _ _ _ _ _____ FIN.FLR a Jt FIN.FLR. -- — —_4 - TOP MT. TOP PLT. TOP PLT. - _ - _ _____ __ _ _ _ ___ _ __ _ _ _ _ _ ____ _ _ _ _ - - - -_- -- - 9__ - - __- _ ___ _ _ -- __ _- __ g 'F I IF IP-'il II II' _ 11 1 Ir-7 F UA'AT II D II D9 II II III II II .` .` a II II M.II II II _ _ c O IIOPT.II II II II II III II c v i 14 - - TYP v m '�' II II 11 Ij II II I11 1 II II M 1 II_JI III IL JI _ _ �L—=1�L__ _ __ _ FIN.PLR. FIN.PLR. _ __ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ .- '- k _11L__�I__ _ — _ _ _ _ _ _ TAX.. ` d 12 12 20 a� REAR 3-B LEFT scALe ia••.r-o• x��e va••.ro• `� Q W � p � W Q Q� as .9 yJ 3 24'X4D' L.L.W J!J W O a+ ay 4 IT 19 I 1 I I L TOP PLT. 1 TOP PLT. - - - _ - - _# I ID 7 24'X4D' D'J 22 IF. ID IT 14 M. X4 IS D D .7 1 X4 14 DD q D3 b TYR C 2X4 O/ -777 10'XID' TZ 2XI04 -_________________ __________- O m _ `\ IN.FLR. PIN.PLR � C <EX - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - _ - - - - - -- - _ - - - _ - - - _ - - - -_ _ - - _ __- - - - - - - - - - - - - - - - - w4A)+ - - - - - - - - - - - - - - - - - _ TOP PLT. - - - - - _ _ - _ __ _ - - _- __ __. _ _ - - - - - - - TOP PLT. E 5 O N II II I', II II III 5 14 2'X6' J 11 II 11 11 III II II ♦ ^I i mWa Z /�/� II U 11 'IIi 11 II C rn. D P W M II II 9 II II III p II M V �Q� II II II II �I e W �0 II U II II I'I 11 U U ih N V II D.I C = cco� C6 � I I m _� I �JI III I � N L=a II II � � � m FIN.FLR. O — — — — —— — — — — — — '- 12Aryp D.4 /�/� W `O r PARTIAL REAR 3-B RIGHT 9GALE Va".I'-O'• SGALe AT ENHANCED ELEVATION ct W I/4"•I'-O• Ily o Z N uj h V a S S 0 az� ■ W z om� co W m um O ;S a PC 4444 E. z ywy - r----------------------------- ----------_-_----__-_---_--_- C� I I I —�� I I I o - ;-------------- ----------------- --------- --- --ice I 4444 4444444 s -� NOOK KI" II BEDROOM 2 s W M BAT MASTER ~� II BEDROOM FAMILY BEDROOM 00 f F I I i l A. ITCHEN — — — — — / I ------------ HALL19 2 HALL I --- I w I � BEDROOM 3 �III �•� IIII {II `I,\\i i\\\I"""V�\�\'�\\�\-r o�`-\-\\ -\--\--\II'��j\\-\---v--I' \IIIIIIIIIIIIII 4r� -br LIIIIII IiII I'iIII -a-s•---- s'-10-\-�-- s'-w1._ -Q--10 4-0•1a LIVING -0\ ),i�`• °^ --_--_--__-----Y o DINING n \ OPT. BDRM. T 14t4• -------------------- LAUNDRYv 2040 Fb. ]040 F.6. sosa SM. bM. ___ IIIIIIIIII �ZaOw0�L vw m0U waw O o Z Z�WORK SHOP / o m1 AOPT. DEN / OPT. BEDROOM 8 GARAGE � 0 SUPER BONUS/OPT. u) BDRM. 5/6 i B -- ---- BONUS/BDRM. 5 a�z�zzgg 0 4'-1 4'-1 `0oEaw" 5'-0` 1 i I v v I t I z x46 So461 sL I Ab. i= o ' rb. . rb. I ,-�� I d r'r————— — � I zolb rb_— 2046 - _ —— — ———— Q 16060 aeonoNAL SAP, DOORIn I i N 04 Lo ———————————————— — IL w v)a,, 0 pUM w I o I (D =Zo M GARAGE 2 i l LJJ -0 C r I I I r �Cc o N I r I—————————4050 F.b. ———— m 414' b'-10• b'-4• 4110- 9'-n• Ib'-4• s, 0 9'i' 5'-10• S'-l0• 7'-7• IT-0' IZ'-4• REFER TO BASIC PLAN FOR NOTES,DIMENSIONS,AND 4i' b''4' 1 1640' 7'-0' late' 2•114' 2'-0' INFORMATION NOT SNOM 1'- HERE II'-4' 11'-0' 211-0' Q o� co W N SECOND FLOOR ADDENDUM C F(RST FLOOR ADDENDUM C z Q�� M WM uj SCALES V1 I•-O" SCALE-I/4"-Y-O" _ O IW ELEVATION/ROOF NOTES - I. 2x6 FASCIA,SEE DETAIL. ioroioz z 4 AT OFT. 2. 2x6 BARGE,SEE DETAIL. p DEGC ONLY -ROOP AT TT.T P. 3. x EXP05ED RAFTER TAILS YV SHAPED ENDS,SEE DETAIL." 41 ENHANCED NOTE:ALL RAFTER TAILS TO BEEOUALY SPACED.FRAMER U ELEVATION 14 12 TO COORDINATE WITH TRUSS ENGINEER. W i = 5. EXTERIOR PLASTER SOFFIT..O/EXPANDED METAL LATH. a a a a ---- - p L� f _ _ 6. (1)GOAT STUCCO SYSTEM I.GB.O.M XXXXXXX U TEET T. ]EXTERIOR SIDING,SCE EXTERIOR FINISHES NOTES. [[ 8. EXTERIOR GRADE PLYWOOD SOFFIT. 9. TONGUE-AND-6ROOVE SOFFIT. ROOF I 10. SPACED x EXTERIOR&RAPE'PLYWOOD OR MD.O.BOARD.OVER F D.T fi111MNCY A 1 5 2X4 I I. EXPOSED WOOD CORNER TRIM,5EE EXT.FINISH NOTES. OPT. 2 Is 19 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. W 15. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. [� 26 4" 14. FOAM TRIM,SEE ELEVATION FOR SIZE. 14 TRB' I s 2'-' 14 Is. EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. y 1 '� T$5 16. BUILT-UP'CURVED'PLYWOOD TRIM OR MD.O.BOARD. Fp7 RIDGE ROOF LINE _ _ _ _ _ _ _ _ __ _ _ TOP PLT. IT. FIXED SHJTTERS,SEE ELEVATION FOR SIZE. I8 POTSFIfiP,SCE DETAIL. .7H I I 1 11 19. PROVIDE 6.1.FLASHING AT ALL EXPOSED WOOD TRIM. W 1 BUILDING ! s - 20. CONTINUOUS 6:�EXTERIOR OF TO LASTER SCREED,SEE DETAIL. p I LINE! 14 I•Yi{' d Q I! III _ T 6 T 22. 6.1.PLASHING AND SADDLE/OKIGKET. ry ryQ' I ID'x4e' 1 1 - py 4 eD 25. APPROVED TERMINATION GAP Y'V SPARK ARRESTER PROM O U 0 T J Db 1 _ �C FIREPLACE MANUFAG7VRER. T 'e + 24. MASONRY VENEER O 0.' I 21 25. THIN-SET MASONRY VENEER. I L TYP. TYP• _________________\ D 26. SYNTHETIC STONE VENEER.1.CB.O.M XXXXX J U I I B Db Z1 D! I 14 S PIN. 2'T. SHAPED FOAM CORBEL,SEE DETAIL. V U _ _ ®®44 4444444o`a - -- _ - - - - _ - - - - ._ - - - - - - - - - - - 28. SHAPED WOOD CORBEL,°.!EE DETAIL. 30. EXPOSED WOOD(BEAM WITH SHAPED ETND�. '�'Tyr. I I I I MANJfA07UREP COLUMN. '•/m32. PRECAST COMPONENT/TRIM,nEE DETAIL. 17 3:12 p I 1 Is - Is 2X6 n e II UFU A H 12 I',. 35. DECORATIVE FALSE TILE V�ITS SEE ELEV.FOR LOCATION. '••• 1• 'SYA •I I b is 17 _ 34. METAL RAILING,SEE DETAIL. r(� • __ T D' Ds 35. WOOD RAILING,SEE DETAIL. i--1 p f Is 2X4 TfP. TYP T c 36. DECORATIVE METAL,SEE DETAIL. row U yyl L I ' -- 3T. LOCATEXTERION AID 91 �FINI�SHEDD ON OPENING. ' f Q �No, 1 1X2 _ 38. 6.I.SCREENED t L.OWER®'&ABLE END VENT'. AREA-3 4 I SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REGIV. pC ATTIC VENTILATION CHART FOR MORE INFORMATION). • --p----�� i - G lM)ROOF 41 � � DORl�1t9 ____F_ __��____( 1 _ 39. VENTILATION SCREENED"ROOF' R MORE.(SEER T10N- ATTIC T.O.C. VENTILATO CHART FOR I ORM nOW- .d p - - - -- - - - 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ' C ELEVATION FOR SIZE AND LOCATION. i I I 10 T 4 I. 6.1.&UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD RIDGE I I D.s 74 D.2 VERIFIED. b [ram[r]] I 42. &.1.DIVERTER. TYR. 43. LIGHTED ADDRESS SIGN, y (J HE OF INTERIOR ILINO INTERIOR I O -y1 AREA-2 45. LMPLHANIG TL6 GEAGGESS PANH.,CORROSION RP5I5TANT, .. W L••-L___aL___J�_ w ROOF VERIFY LOCATION. U DORMERS 46. &.1.REOLET FOR COLOR GOAT CHANGE. FRONT ELEVATION 3-C EXTERIOR FINISHES T I��L�I T I O I�I1L ecA1.E U4-.Iw• ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ROOF PLAN 3-C ALL EXPOS WOOD TRIM,PLYWOOD,5WMERS,POSTAND CORBELS TO BE RESAWN.U.NA. SCALE vR=-r-o TYPICAL SIDING TO BE, W GBRTAINTMED WEATHERBOARDS ` DETAILS CEDAR LAP 91DIN6&1/4"X 12"FIBERTEGT D D D ROOF PLAN NOTES o iarorm = `,, INDICATES 5:12 SLOPE UNLESS NOTED OTHERWISE o U ON PLAN. 0 Z m S TYPICAL ROOFING TO BE CONC.FLAT TILE to p J E a a° AGLE ROOF TILE' IC.D.O.•ER 4660 OR APPROVED EOUAL j d x rn -c TYPICAL ROOF OVERHAN6 AT RAKE CONDITION TO BE 12" LULU. UNLESS NOTED O7HERWISE ON ROOF PLAN. Z W OO TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" Q i-W UNLESS NOTED OTHERWISE ON ROOF PLAN. J0 REQUIRED ATTIC VENTILATION Of R w a THE ATnC VENTILATION CALCULATIONS PER GB.G.SECTION 15 �9a AS FOLLOWS, (11 (A)ATTIC AREA(SQUARE (B)DIVIDE(N 13Y 300 AND MA. FLY 13Y 144 TO CALCULATE THE TOTAL FEW RED NET REFER. TO 5H,IEET�,3.13 AND I!W2TOSEETT�T�,�'R1,11m'B�OH DLO,C `COTES, D 1 MEI V51 OI`l5, AI`lD -AREA DIVIDED BY I50 04161-1 AND LOW VENTINS NOT REQUIRED/ f>'r (G)TOTAL SQUARE ING/1156 OF NET FREE VCNTILATIN6 AREA PROVIDED y, INFORMATION NOT SHOWN BY.&ABLE END ATnC VENTS.(SCE BELOW POR MIN SO.IN.or aL FREE AREA FOR EACH VENT) ® .GABLE END VENT HERE (D)TOTAL SQUARE INCHCS OF NET FREE VENTILATING ARE.FROViDm p BY ROOF AIR VENTS.M5 50.IN.OF FRCE AREA MIN.EACH VENT) O W �.1-1I61-1 VENT Lg L.OW VENT O N O (E)TOTAL SQUARE INCY09 OFL NETC4<FRg 0.VINTILATINSFRI AREA FR IR EACH) cn V/ IL+a4= BY UNDER CAVE VENT BLOGICS.(12 50. N.OF FRa AREA MIN EACN) W N O'VENT BLACK AT TRU55 BAY ~O fL. (F)TOTAL SWARE INCHES OF NET PREE VENTILATING AREA PROVIDE O E �Obi N O aM x „ 47 W't PLAN A 6 G k 7 p E F Q� w � 6AHLE f- 'ONA61N E- TO AL r w "3C" ; VEM�N6 ve.f5 CbRM6¢VENTS VEH, Nb O =Z o M (�.RJ IHJ 150.RU n+m.RU (fm.IxJ maIrU L Q O AREA-I �a55 "1°" ryle�or arl rv+e.i.o n.>iz. V w wn w Law oM- ae s so MM rW .i. p W AREA-2R 313 300 WA (3)95:285 ua+ 353 w+ ^cu J AREA-SG 184 IT6 WA (2)95:190 y�mi 226 Li p N NOTES: qe 1.NET FREE VENTING AREA PROVIDED BY EACH VENT 15 BASED ON ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE Q MINIMUM'REQUIRED VENTING'AS LISTED ABOVE 15 PROVIDE FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. G. I�yR/�� 2.ALL VENT OPENIN65 SNALL BE OOVERED W/1/4'CORROSION ra RESISTANT METAL MESH.(IF MESH 15 LESS THAN 1/4'THEN THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW O FOR REDUCED AIR FLOW) 3.FRAMER SHALL BE RESPONSIBLE FOR GOORDINATIN&W/TRUSS r MPR. CC TO AOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM Q WHEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH"MOISTOP"IN THE SAME MANNER PRESCRIBED o z u, FOR WINDOW INSTALLATIONS. N cQi y 5.PROVIDE APPROVED INSULATION DAMS(MAPPLE.5)r**WE VENT BLOCKS ARE USED EETPEBN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES P1 W "ROM 501,16 BLOCKED BY INSULATION, b.LOCATE HIGH VENTIN&MINIMJM 5'-0'VERTICAL DISTANCE , cJ W ABOVE SAVE VENTS. O p,y J T.PROVIDE ACCESS AND V LI VENTILATION FROM CAPORNIA FRAMED AREAS Z U W TO ADJACENT ATTIC SPACES.REPER TO STRUGTUAL DRAWINGS FOR p [U M FOR SNEATHIN&PE ETRAnoNS. ii .'All z r O w U L=l Zxtgp AT OPT. .'_ O W104 aaaa U L____.� M. [- W I I I I I I I I I I I I 14 TYF. 4 Q I I I I I n TOP PLT. TOP PLT. TOP PLT. �_ - -- - _ - - - _ _ - _ - _ - _ _ - _ _ - - _ _ - _ _ TOP PLT. aaaa aaaaaaa 'M L-1 li \ ill D D III T Q HYIIJiG®� FlJ j6 o Fr Ih d II Ih II I,I a O __ III _ �yI IIL .{� b L -a TTP. I.•:_ � � x FIN.fLR. FIN.FLR. FIN.FLR. r _ FIN.MR- ®®®a a a a a a a a TOP MT. TOP FLT. TOP PLT. - TOP PLT. i --- - - - -- - -- - - - - - - - --- - - - - - - - - - s S IF � I rf� IF 11 I i Ir If= I �I p II II II p II 1 4 1 q z it II I I II II � _ II 0 I II a 1� E - IAT II IIT r.11 II II II s P FF R n II III II 1 C_ IIOPT.II I II 4 II II I II I I 14 Y JI II II 111 II II •S II II II II ; Lam. ; y, II II 111 II II g II II 'I II ■q9L II 11 II TYP. II II I 'll h � 11 I II II II1 II II 1 'S p I �y IL-L L-=� �I ILL III LJI III _ qz FIN.FIR. ___ ___ _ ��__1 L__1 FIN.PLR FIN.PLR. - - - - s IZ I� n W DA A ❑ W � CJ W O F REAR 3-C LEFT 3-C � a 9GALE I/4'•I'-0' 9GALE I/4'�I'-0' � -;a /-C W p • � z a P W o T- - 14'X04•56 Tyr. 11--- ----II = U G I o zF� m °°02 Do U QQ q 1 yC4 14 1>IyJ O p gyp', O O0 o Z4'X40' IS IZ•VIA, I'X4• ______I---- 7_ LL W.J W�11 N x F a JW m N m m I IT 14 A Vn L - --_- _ TOP PLT. TOP PLT. S zox 2 4 ,D. x I El _ 6 T/P. I� q I' ?' D 14 D O G 14 PIµ• i .�.1 D b b p( .•! M. O Y6 _ .T 6Xb _... T �I b • �I 20 II 2 �I U) O a - - - - - - - - - - - -- -- - - - - - -. - - -- -- - -- - - - - - - - - - - - - - - _. - - - ' FIN.FLR TOP PLT. .__ _. _ __ __ - - - -\ 2Xb , _ - - - - - - - - - - - - - TOP PLT. O E (�WN L7 O Q IM II II II IS IS Z- O m n 'O � ('2 TYP. = W s_. 3Nv MM■ TT `v w� O W ':I I I q II J� 1 II II III N 4 I D• - '0 i O J - - - - - - - - - - - - - - _ - _ - _ - - - - _ __ __ - - - - - - - � - - � co - - - _- -- 1I TLG - _ - - _ _ _ PIK PLR O RW IL( D4O 0 W O PARTIAL REAR 3-C RIGHT 3-C a o LU AT ENHANCED ELEVATION 9GAlL I/4'.I'-0' SGµE I/1'•I'-0' ry N N U UUUU�F� w r a o x ■ W z o J i2l U 61 II cc Top PLT. �_�IIII - IIII r_� I II II IIII Y ,,IIII II II I I II II I!I:. II 'i IIII II II I 4 II II I..i IIII II II ., 4444 4444444 O d 1� � T FIN,FLR °j - •} - - _ --- _ - - - - - TOP PLT. Pd 31 ,.�. SEE SHEET,3.8 N51 3.15 J FOR NOTES,DIMENSIONS AND INPORMATION NOT 4 4 4 4 4 n SHOWN HERE. T Y-i•GI.6.AT _ — _ _ —_ _ — — — — — — — — ._ — — — — — — — — FIN.MR. m • OPT.A6V. T O ________________ __________ '. a ' v f= ARTIAL LEFT REAR DECK ELEVATION � A 2 WINDOW WINDOW m 6m RAN PAINT GRADE yR PLAN WOODtit MANTEL i tVy 34"X36'90X D'6O.nLe 4" 14'-0" 14•-0" X :E 9UIVI[gJND yj'� • TI TOP OF PIERS 31• Q p BELOW FINISH FLOOR 0{9,Q 1 I I LIMO DCGk FIREPLACE I o AT LIVING N.T.5. m I 0 0 I oy 4 Q U REFER TO SHEET 3.2 t 3.3 F ¢ o o REFER TO SHEET 3.1 FOR FLOOR PLAN NOTES, FOR PLAN INFORMATION I <O DOOR,WINDOW AND NOT SHOWN HERE. ELEGTRIGAL LAYOUT. Y I BEDROOM 4 FAMILY �uj o II x w z e- rl SLAB INTERFACE ADDENDUM FIRST FLOOR ADDENDUM SOLE.I/�=I•-O" $C/LLE,1/4-I'-O•• M®IA PAINT 64RADE .{• ,. O NIGHG WOOD MANTLE '�IIL'JIIC f^ O rn 4• 14'-8• V! u) E p 7 O� o a� J T iCD oU 1 34•xa6•eox J 07 (D w v n x+.nLe el>feRoulm w M 4 DECK O Ln jtA�.� W In J MO I Wa. 00 NOPT. FIREPLACEx.6L. � �* MEDIA NICHEF7��A— 'O�(3)366D OPT =, G c �D�. 3 `�,� REFER TO SHEET 3.2 t 3.3 0M AT FAMILY N.T.5. � 2 FOR FLOOR PLAN NOTES, W /�� DOOR,WINDOW ANDMTER s ELEGTRIGAL LAYOUT. Q BEDROOM !— �U, y SECOND FLOOR ADDENDUM n haw � r W 0 rz� z off` M W o � OI 26&A,&.1.GAP R PLASNINS 4 O VE51&HFD WOOD TRUSSES VEST S WOOD IS 6600 MIN CONT. - O (HMAMASEE FRAMING FLAW TRUSSES OR RAFTERS AFTERSS)(SEE 7RAMIN6) O6 AL YER lh D AYMENr(30 lb. 0 DE�1b WOOD TRUSSES O MIN.26&A.&.1.DRIP ETCHED 2 1/2-%b'PAPER z 2 EXTERIOR GRADE PLYWOOD -!SLOPE' M.FELT MIN) I) 2 ROOF 911EATNINS 82 I/]"PLYWOOD 2 5/D'R9 GGX EXTERIOR PLYWOOD D dRDSTOP O O �� w� SHEATHING 16 SHT.MTL.DRIP O2 Pi_TAOOD 9NMAR WALL O 2X4 FLAT LOOKGVfS AT 24"O.C. lU 2X NAILER PER TILE MFR.Alm O 5HEAT 1145 AT OVERHANG OR IX 5HIPLAP O U OATTACH GAP FICATION O3 2X FASCIA B EXT.FINISH O (�PRAMINb FLAW O LAYOR OF TILES 9O ID'WIDE 30 lb.FELT UmER t+ PER MFR.9PELIFIGATIONS Z SEE ELEVATION) FOR DIMENSION 3 IB"WIDE 30 lb.FELT 6'PAST JOINT 3O (S FASCIA TI TRIM OVER 5.1.DRIP b'PAST JOINT t+ f 4 2X BLOGKINS - - 3O 3X HEAD TRIM OD EXTEND PELT MIN.2'PAST (SEE ELEVATION)(OPT.SHADOW1 O4 I% EXTERIOR PLASTER STOP m 3 O4 2X d.OGKIN6 S / 5 1 __ 5 60 MINUTE GRADE O PAPE RING AT OVERMANS OR FINIso 0/60 ml� XEr�fll TMINS EDbE BOARD-SEE ELPJATIOW 10 ROOF EN 514C INS W//O' i 4 M019TOP FLASHING PAPER TO UIDERSIDE OP SHEATHING DELETE IX AT GUTTER COND. DETYQH 9HS75 5 60 MIWTE&RAVE 5 ] 5 UmERLAYMENT(30 lb. I PAPER(12'WIDE) q ROOF 5HEATHINS m 1/6.GAP BETWEEN (SEE 5TINGT.NOTES) _ O V'PAPER O A.9.T.M.FELT MIN) - Ob SLOPINS GF_IL11 - O 5 WE"K5 GGX EXTEROR PLYWOOD O 51EET5(SEE 5TRUGTURAL NOTES) O4 2X BLOCKINS(SEE VENT b / aaaa U D - NFRE OCCLRS _ - PLAP dAGK DETAIL) Ob EXTERIOR PLASTER 1 O6 26 6A.S.I.DRIP D O EDERLAYMENT _ - - 2 - O V MAX.OVERMANS O EM.FIN O/60 MIWTE O/HIRE SAT Q O O/BROWN GOAT D DEL.2XTTO! 4 , O 26 SA.6.1.FLAd,NG 1 3 b 1 LAYER / q 1 } T FOAM TRIM 13 14 PLATE EXTERIOR FINISH 5 1 10 (3R0 IbhS PAPER PARR SEE ROOF NOTES I TRU55 OR,2 RAFTER SPACES OFOAM TRIM MIN 2 lb.PCP) T �� MIN.2 Ib.PCP) 4 UNDERLAYMMIN [F9 1 A.S.T.M.PELT MIN) O ;2x TRIM O0/AFRIMER ADHESIVE -� O HHEEP HOLES 6 O BR/ GOAT6 IS b O (SEE ELEVATION) 9O COLOR LOAT 5 � 9O 60 MIWTE&RAVE 2 I GOAT 3 PROVIDE NAILING N!n O GRACE'ICE. 'D'PARR j _ ___ _ PAPER WIND ulry PER ITIC9. WATER 5NIEL.O' I /% b O 4 O/PRIMER ADHESIVE BRTTENS AILIN, 13 INSTALLATION PRO LR GEOCS 10 22X VAC&INA&T ORACE�V 4 I 5 0 Ch II CLIP$PER MFR 10 INTERIOR 'ICE t WATER SHIELD' I q aaaa aaaaaaa IIa 0 (� DOLOR COAT 10 I.OhNE1pATIONS. FINISH 14 9 ] q 6 T R•S' D 12 EMCRIOR PLASTER BIRGSTOP N I 4 Q O/WIRE MESH � REFER TO STRWT. (� A 3 2 S y OW65.FOR 91FAR 12X4 ATR16'O.G.T 9 •} •'G] 13 2%PRAMINS RKd/1REMFNTS. 10 MOD, 4 META ® 2 14 K-LATH R-IIOG MOD 3 E5 1 O SEE ROOF NOTES FOR DIH¢TLSION TI-IOG 61-3D R RI-33G D-GOI I-19G RI-3G U 149-99256/C22DI 5-I5-0I II/20/00 023-01025 11/20/00 PARDEE D/9/gD PARDEE Dl9MD 5 CHIMNEY TRIM EAVE AT TRUSSES 17 RRCLOSED EAVE AT TRUSSES 13 GARAGE DOOR HEAD 9 RAKE DETAIL 5 EAVE AT TRU55ES 1 SCALE: /]'•I'-0' BARREL OR 5 TILE SCALE:1 1/2••1'-0' BAEL OR B TILE(YI."GUT) 1 1/2'•I'-0' WITH 2X TRIM -0 SCALE.3"•l' ' BARREL OR S TILE SCALE:1 1/2"•1'-0" BARREL OR 5 TILE(PLUMB CUT) SCALE:1 /2'•I'-0" aaaa aaaaaaa ,6 ii7!QI OI COLOR GOAT OI POST OI MIN.26 A.G.I.(1)PIECE FLASHING OI 2%RAFTERS(SEE FRAMING PLAN) OT MIN.26 6A.6.1.DRIP ETCHED 2 1/2'X 6- (SEE FRAMINS PLAW (IF USING 2 PIEGE FLASHING H O5YNTETIG STONE MIN.2"LAP APPLig) O 5/6'R5 GGX EXTERIOR PLYWOOD O8 MRV5TOP Q VENEER � ' 2 RYWOOD SHEAR WALL SHEATHING AT OVERHANG OR IX SHIP.AP O (5EE FRAMING FLAW O EXTERIOR FINISH O O 10-WIDE 30 ib.FELT UDDER 1 Ir U O3 BROWN GOAT O/ 3 2 FASCIA W TRIM OVER 6.1.DRIP 6'PAST JOINT O SGRATGN GOAT 5 O3 2X.]AMB TRIM O3 1%b GONT1N (MIN) (SEE ELEVATION)(OPT.SHADOW (L B BOARD-SEE ELEVATION) 10 ROOF SHEATHING W/I/0'GAP O4 EXTERIOR PLASTER O4 M015TOP'FLASHING O4 2X'vd ID BLOCKING 1O DELETE IX AT GVTfER GOND �. BETNEEM 15 - - 0/WIRE ME-511 b PAPER(I2"WIDE) 3 T 10 9 8 4 5 b 2 (SEE 5TI44T.NOTES) U OS 60 MINffE 6840E r, i SO 60 MINUTE GRADE O CEMENNT FOL OR ] n O B O�GK ETA(SEE VENT b .� W m V'PAPEIR .1.PAPER MANIFAGTVRER APPROVED = H 1 } WEATHER BLOGKI_ 1 1H. F O EM.FIN15H 0/60 MIWTE It Ob FOAM TRIM,SLOPE TOP T L�t}' O6 EXTERIOR FINISH A Mt\� GRADE'D'PAPER ' D MIN.2 Ib.PGF) Ob 2 LAYERS UNDERLAYME%7 O/BROWN GOAT O NON-HARDENING (30 lb.A5.TM.FELT MIN) Ob I LAYER UNDERLAYMENT ' SEALANT AT LOW ROOF AND (30 Ib.AS.TM.FELT MIN) OGLASS FIBER MESH LAT B AREAS 3 - O ` C O/PRIMER ADHESIVE OB 3/4'KEY AT EXTERIOR __ _ ____ti___-__ ____ - lL 3 PLASTER ImN-HARDENING O ROOF SHEATHING IN)1/0" SEALANT AT 5101N6 BETWEEN SMELTS(SEE ;; 10 ,^ b w O $TRIKTURAL NOTES) 4 U tD 9 2X TRIM D 2 (`�ELEVATION) O 60 MINUTE GRADE - — — — r 'D'PAPER q 1 d z 10 GRACE'ICE H 1^T} W w 3 WATER 5HIELD' O9 FRAMING V�" 1 W U MEMBER(SEE — — — — = W 5 101 2X BAGKIN6 OR PLYWOOD FRAMING PLAN) — — — — — U) [r BACKING AT 6RAGE 'ICE WATER SHIELD' II O INSTALL BLOCK,WHERE (__QI 2 5TUV 5PAUN6 5 V) EXCEEDS 16,OG. 9 T 4 H Q MOD. Fz W V2-SC. 61-4D RI-20G SEE ROOF NOTES FOR DIMENSION R1-4G 023-01025/GI401 8-15-0I II/20/00 PAROLE 8/9/90 PARDEE 8/311D Z 22 C18 STONE VENEER 14 GARAGE DOOR JAMB 10 ROOF TO WALL FLASHING 6 LAVE AT CONVENTIONAL FRAMING (2' W SCALE:I I/2'•I'-0' WITH 2X TRIM I Pj3ALE1' J•I'-0' BARREL OR 5 TILE SCALE= 1/2"0'-0" BARREL OR 5 TILE(PLUMB CUT) 5CALE:1 /2'•I'-0' U 4 lO HEADER OI HEADER O HEADER OI POST b 5 B 2 O EXTERIOR PINI91/ O CEMENT @ROUT PILL OR MAWPACTURR APFROVED MEATIER d_OCKINS x (SEE FRAMIN6 FLAW (SHE FRAMIN6 PLAN) (SEE FRAMING PLAN) (SCE PRAMINS PLAN) .� 2 INSTALL 2X BLOCKING,WHERE 2 LAYER UNDEIRLAYMENT(30 lb.A.9.T.M.PST MIN) O O PLYWOOD SMEAR WALL. O PLYWOOD SMEAR WALL O2 P5YWWD 5//EM WALL O PLYWOOD ISNEAKN&PLAN) WALL O STUD SPACING EXCEEDS 16,OL, b O UImE1¢2X NAILER O (SEE PRAMINb PLAN) r. 2 (: FRAMING PLAN) b (`.�FRAMING PLAN) 2 (SEE FRAMINb FLAW Ld O O3 MIN.26 bA.6.1.Mj PEGS FLASHING O FRAMIN&MEMBERS(SEE FRAMING PLAN) W O O U 3O 2X HEAD TRIM O3 2X HEAD TRIM O 2X/FAD TRIM I O3 2X JAMB TRIM (IF U51N6 2 PIEGE RA9HIN6, IL 8 6 1 MIN.2"LAP APPLIES) 1 O4 ROOF SHEATHING W//D'bAP W �+ N 4O MOISTOP'FLASHING O4 MOISTOP'PLA5HIN6 O4 M015TOP'PLA5HIN& I O4 M015TOP'FLASHING BETWEEN SHEET5(SEE w O PARR(12'WIDE) 6 PARR(12,WIDE) 5 PARR(12-WIDE) 4 i 12 PAPER(12"AVE) O4 HP.LP TILE,PAN SECTION 2 STRIKTIIRAL NOTES) W N OI (n ATTACH W/KTb00 [In 'x V O a Z O60 V'PAPER I O D PAIPPM GRADE O V'PAPER GRP.DE D'PAPER 6RAce 3 T 4 OR APPROVED EQUAL9 ry v 2 W U O O U bO EXTERIOR PL45TER 1 O EXTERIOR PLASTER 10 I 2 O EXTERIOR PLASTER I O6 EXTEROR RASTER 3/e' O W/I-CRIMPED EDGE FLASHING 10 4 2_5 U_ W y� oa O O/WIRE MESH - I O/WIRE MESH 13 --- ____ , O/WIRE MESH ; T OEXTERIOR PLASTER J F Lli F H1 m 0 O E+ O /HIRE MOUIZ, PLASTER I 1 O P�IIRR N6PLA.9TER -- I Z O E�RDIOR PlA4TER D f- ' O �O _--_-I _- -1 ROOP 5HFATHIN6 IV I/DA6P � •G Obi O I 6 60 MIWTE GRADE V _____ ) I O BETWEEN SHEETS D \ ,y0 N 5 I O (SEE PLAN) I O OOLOR COAT q I O 2X PURRING ---_--- ___ _. _ STRUGTVRNI_NOTES) _ I I �. 1 (SEE PLAN) _ _ _ Z Z i �" &LASS FIBER ME9/1 I O I%b CONTINI.GI/� N Z F [sm Q• -i 9O RS UNDERLAYMENT M EXPANDED ETAL q PR I.. y F O/ IMER APFEVVEA 10 i qO 2 LATE 4 I 4 I F m 10 FOAM TRIM,• FE TOP I (30 b.A.9.TM.FELT MIN) T MIN. 10 DOLOR COAT 6 ii < MIN 2 Ib PGF) lm H AT LOW ROOF A (� I O/EROMN COAT ; LAYBALK AREAS II s T I O/PRIMER ADHESIVE T I T I 10 5EAL W W ROORR5 MASTIC S a m I 12 MIN 2 lb PCF�OR TOP 3 'm H 3 T H II OR 3 ONTO TILEAST LAVE FLEXIBLE METAL MAY r 3 0/BROMI GOAT SEE PLAN 5E REOUIREV AT TILE APPLY GONT'�BEAD OF bl-ID 62-TD 61-TD 6]-2D TRANSITION RI-23C 4 3 0 EKMROOFER IED RI-32G O 11/20/00 II/20/00 1V20/00 1V20/00 PARDEE 8/9/9B PARDEE RIDGE TILE. D/3/g8 ul rn 0 CQ GARAGE DOOR HEAD 3 1 23 GARAGE DOOR HEAD 3.1-0' 19 GARAGE DOOR HEAD OR�TER FOAM TRIM3' -0' 15 GARAGE DOOR JAMB 9GA E:3'•I'-0' 11 ROOFS TO WALL FLASHING TILESGA E.11/2 -0' 7 RIDGE LORSTCAP LE �.,P,1 I/2'•1'-0" 3 o �oN a OPOST O POST II 10 9 b D O I'0•T OI WINDOW FRAME W/CONT, OI MIN.38 6A.b.I-VALLEY FLASHING A/ O PROVIDE NAILED CLIPS EAGM O O Q (SEE FRAMING FLAW (SEE FRAMING FLAW (5M FRAMING PLAN) SEALANT BEHIND FLANGE MIN.1/2"CRIMPED W&M SIDE OF VALLEY METAL(24"0.0) J O (EMEND I'PAST LAVE) = J N O SEE FRAM INS/P AN) O FRAMING ILA.) (SEE___ __ __ l O �PL�RAMIE PLA L O (30 R5 TT.M'NO FELT E MIN)YMENT 1 O 1 LAYER UNDERLAYMENT(90 Ib.A.5T.M. RE� N a REMOVE PORTION OF TILE HEADLUb w O AT LOW ROOF AND II FELT MIW UNDER VALLEY FLASHING- INHERE TILE REST5 ON METAL FLA5H&. 1 3O 2X JAMB TRIM O3 2X JAMB TRIM -_4 .. O 2X J BAC JAMB TRIM LAYK AREA5 f (WEAVED METHOD) TO PREVENT HATER DAMMING. DAMMIN . M D 2.OJT BACK BIRO STOP V/ =Z `_/ O4 M015TOP'FLA5MIN& O4 MOISTOP'FLA5HING O4 MOI51'OPI FLA5MIN& O3 EXTERIOR FINISH 3 i O3 FRAMING MEMBERS(SEE FRAMING PLAN) 6'MIN.CLR. <� O PARR 6V WIDE) B T 4 5 b 2 PARR(12'HIM PARR(12'WIDFJ 3 T 4 B 9 10 5 b 2 W .L N , 3 T b 4 S 4 MIN.26 bA.PIECE (U PIECE FLASHINb 4 •M\N I 4 ROOF SHEATHING YV I/D"GAP BETWEEN OV' lF O D'PAPER 6RADE O V'PAPER GRADE O (MIN�I"LAPPIMP IE5 IN6, {O S1� ry O T•ISLE STRKNRAL NOTES) O O 2 D N O 0/HIRE ME5H PLASTERCO 3/B° O OE%TERIORE TER 3/D' ' O6 SH 0/HIRE ..__..R TER 3/H _ l O (SEEPRAMPRAMINS FLAW ] MIN. -• O , OEXTERIOR PLASTER O EXTERIOR PLASTER 1 O EXTERIOR PLANER 1 ',1 Ob 2X SOLID BLOCKING MOULD MOULD I MOLD - OD 2X R/RRIN6 __ ..J --—. .. -_ OD DOLOR GOAT R� (SEE RAN) O MOI STOP'FLASHING PAPER /_ C_ M 9O COLOR COAT O O/PRIMER ADHESIVE (12'WIDE)SHEATH 10 GLASS FIBER MESH 10 FOAM TRIM O BETHEEN ISTNbS(SEE SAP &LAS,5 HEM MESH 0/PRIMER ADHESIVE MIN 2 lb PCP) STRUCTURAL NOTES) O/BROWN GOAT X x II MIN 2 Ib PGF) 10 CEEMENT 6ROVT FILL OR 4 5 5 2 O/BRONN COAT MAMRAGTIURER APPROVED q 6 C 2 HEATHER d.OGKINS o zLU SEE PLAN II 60 MIWTE 6RADE V'PAPERIn (r 3[N� UA bl � 6-OP b O PARDEE e/9/98 PARVEELU 3 \\•M\M T/D/9'1 O U Z Q W GARAGE DOOR JAMB GARAGE DOOR JAMB GARAGE DOOR JAMB ROOF TO WALL FLASHINGC8) VALLEY FLASHING m Q W SCALE.S'+I'-0" (2� SCALE:3'•1'-0'(2� EXTERIOR PLASTER OVER FOAM TRIM SCALE:3'•I'-0' 1 1 AT NNDOW SILL(BARREL OR 5 TILE) SCALE: /3"•I'-0' BARREL OR 5 TILE SCALE.11/2'+1'-0° 4 O M TO SEAL THE VANDOW FRAME TO OPENING APPLY CONTINUOUS SEAL SLEVEL FRAMING QUARE AND TO THE BACKSIDE OF THE NWNTIN FLANGE NEAR THE OUTER T%APPLY CONTINUOUS SEAL OF THIS PRACTICE HAS BEEN APPROVED AS AN INV STRY STANDARD BY THE 1 OFFING ET RA OF POINT MECHANICALLY ECH NITO SEAL FRAME CALIFORNIA ASSOCIATION OF WINDOW MANUFACTUiBi9(GAM"TCCAMIGAL TO ASSURE A POINT TAC FRAM S TO SR COMIIT7EE AND BY 6ENERAL MEMBERSHIP RSHIP BALLOT AS OF J1NE 26,1445, U LATH BACKSIDE faQii 8 i 4,- , OF NG I.SCOPE 53.1 PENETRATION FLA91MN6 MATERIAL-FLA516N6 MATE MAL SHALL BE OU O EXTERIOR PLASTER O/ i I.I THIS PRACTICE COVERS THE INSTALLATION OF M6NDOWS IN RESIDENTIAL BARRIER COATED REINFORCED AND SHALL PROVIDE FOUR(4)NOUN MINIMLM a a a a O WIRE MESH 2 I POLISH WINDOW BUILDINGS OF NO MORE THAN FOUR(4)STORIES IN#E16NT. PROTCGTION FROM WATER PENETRATION MIEN TESTED IN AGCORDANGE NTH AS U O PA IPER(12 W fLA$HIN6 I 12 THIS PRACTICE APPLIES TO METAL AND NON-FETAL FRAMED NNDOMIS MIEN D-774. FLASHINS,MATERIAL SHALL CARRY GONTINU015 IDENTIFICATION i IO WINDOW fRAMHE W/CONT. OPENING '� AN INTEGRAL MOUNTING FLANGE IS EMPLOYED FOR INSTALLATION SEALANT BEHIND FLANGE 13 THIS PRAM X COVERS THE IN5TALLATION PROCESS FROM FRE- 5.4 APPLICATION O HEADER-SEE FRAMING PLAN I 3 O EXTERIOR PLASTER INSTALLATION PROCEDURES THROLKH POST-INSTALLATION PROG®I)R6. IT '34.1 ONE OF THE TWO FOLLOWNO hETHHODS SHALL BE SELECTED AS THE DOES NOT COVER THE FABRICATION OR ASSEMBLY OF UNITS QUIETER SUCH APPLICATION TO BE FOLLOY'®. ONCE A METHOD IS SELECTED,ALL I O/WIRE MESH FABRICATION TAKES PLACE IN A FACTORY OR AT THE INTENDED INSTALLATION PROC MURE5 OF THAT METHOD MUST ESE PERFORMED IN THE DESCRIBED ®^SHIM SPADE I STE SEG INGE. 5U55T1TUTION OF A PROCEDURE FROM ONE METHOD TO THE OTHER DOOR FRAME I O 60 MINUTE GRADE b'PAPER 1.4 THIS PRACTICE COVERS ASPECTS OF INSTALLATION RELATING TO THE 15 NOT PERMITTED. W 1 4 4 12'MOISTOP'FLASHIN6 PAPER E<FMTIVENU55 AND DURABILITY IN SNIDE. IT DOES NOT COVER ASPECTS DOOR ISATINS TO THE SAPIETY OF THE PERSON INSTALLING THE TAUS. 5.4.12 A 1 ` 1.5 THIS PRACTICE PROVIDE5 MNRUM REG'd11RB•'BNF9 THAT NLL HELP TO 5.4.12.1 A STRIP OF APPROVED FLASHING MATERIAL SHOULD BE AT LEAST O M✓EATHER STRIPPING I 5D HEADER-SEE FRAMIN6 3 -- ENSURE THE INSTALLAION OF NNDOIVS IN AN E19YLTIVE MANE R. ACTUAL TWELVE INCHES WIDE. H"A•SHHIN6 SHALL BE APPLIED IN A MEATHERBOARD >O PLAN C.O✓DTTONS IN BUILDINGS VARY 61REATLY,AND IN SOME GASES SUBSTANTIAL FASHION AROU ID THE PULL PERIMETER OF THE OPENING. q O 60 MIN TE PAPER 9 T ADDITIONAL GARB MID PRECAUTION NLL HAVE TO BB TAKER SAL=APPLY THE FIRST STRIP HORIZONTALLY IMMEDIATELY BELOW THE a a a a a a a a a a a ib THIS PRACTICE DOES NO PURPORT TO ADDRESS ALL OF THE SAFETY SILL,CUT IT SUFFICIENTLY LONG TO EXTEM PAST EACH SIDE OF THE O STUCCO MOLD 5 PROBLEMS ASSOCIATED NTH ITS USE. IT 15 THE RG7PON BUNLITY OF NNDOK 50 THAT IT PRO"1FCT9 BEYOND THE VERTICAL FLA5NIN6 TO BE ' PIHOFEVHZ USES THIS STANDARD TO CONSULT AND ESTABLISH APPROPRIATE EE APPLIED LATER.(5 F16URE 2) (� ROUGH FRAMED OPENING 'I/ g11M Q JUST WINDOW TO ACHIEVE SAFETYANDHEALTHPRACTICES AND DETERMINE THE APPLIGABILI7Y OF 5.4.123 FASTEN THE TOP EDGE OF THE SILL FLASHING TO THE FRAMING, 6 SUFFICIENTLY LARGER IN RIBBLLATORY LIMITATIONS PRIOR TO USE BUT DO NOT FASTEN THE L.OY'ER E06E,50 THE YEATHER.RESISTANT BUILDING Q WIDTH 6 HEIGHT THAN THE SQUARE PLUMB 6 LEVEL CONDITION. PAPER APPLIED LATER MAY BE SLIPPED UP AND UNIDERNE ATH THE PLASHING IN Cz ACTUAL FRAME DIMENSIONS USE CORROSION RESISTANT FASTENERS 2.REFERENCED DOG N-15M MEATERBOARD FASHION(SHE FIGURE 2) OF THE WINDOW.TO ASSURE FASTEN WITHIN 10"AND NO CLOSER 2.1 AGTM, 5.4.12.4 HEM,FASTEN STRIPS OF FLASHING AT EACH VERTICAL EDGE D1-I4D YI_3ap ADEQUATE CLEARANCE CONSULT THAN 3"IN EACH DIRECTION FROM B 699 STANDARD SPECIFICATION FOR 92GTRODEPOSITED COATING OF ZING ON (.IAMB)OF THE OPE NINE. RUN THIS FLASHING BEYOND THE SILL FLASHING THE WINDOW MANUFACTURERS PARDGE T/15Aa P/NRDEE V15/ga EVERY CORNER.SECURE WINDOW IRON AND 9T7�' AND ABOVE WHERE THE HEAD FLASHING NLL 4QNDE ON(SEE FIGURE E LITERATURE FOR THE AROUND FRAME OPENING WITH B 766'STANDARD SPECIFICATION FOR ELEG7RODEPOSI7ED COATING OF CADMIUM 5.4.125 APPLY A CONTINUOS SEAL TO THE BACKSIDE(INTERIOR)OF THE RECOMMENDED ROUGH EWINLENT XI Bd FASTENERS A7 ON 5T7�" MMWIN6 FLANGE NEAR THE OU`rM EDGE OR A CONTIN,IDU S SEAL TO THE HEAD AT SWING-IN DOOR HORIZONTAL MULLION OPENING DIMENSIONS i6"O.C.MAXIMUM. B 456'STANDARD SPECIFICATION FOR ELELTRODEP091TED COATINGS OF COPPER PERIMETER OF THE OPENING AT A POINT TO ASSURE CONTACT NTH THE U (2 (17FIG. 1. ROUGH WINDOW OPENING FIG. 4. WINDOW INSTALLATION PLUS NICKEL PLUS CHROMIUM AND NICKEL PLUM'CIROMILH" BACKSIDE(INTERIOR)OF THE MOUNTING FLANGE.(SEE FIGURE 4) Y SCALE:3'.I'-0' 51-ALE: 3' 1'-0" C 1%'PRACTICE FOR SELECTION OF VAPOR RETARDER FOR THERMAL $ INSULATION' NOTE I-CAUTION M)ST BE TAKEN TO AVOID DISRUPTING THE GONTIN C-lu a a a a a a a a a a a q WALL SHEATHING(WHERE D 77q"STANDARD TEST METHOD OF WATER RESISTANCE OF PAPER,PAPERBOARD SEAL. OCCURS)VERIFY SHEATHING AND OTHER SHEET MATERIALS BY THE DRY INDICATOR METHOD' II....Jj EDGES FLUSH WITH FRAME 22 AAMA 600'VOLUNTARY SPECIFICATION AND TEST METHODS FOR SEALANTS' 5.4.12b THE NHOCV SHALL THEN BE INSTALLED IN ACCORDANCE NTf M. OPENING SECTION 5.5 INSTALLATION PROCEDURES. Q S.DEFINITIONS 5.4.12.1 FOR MECHANICALLY JOINED PR.A44123,APPLY SEAL AT CORNERS THE 3.1&ALVANG CORROSION-A FORM OF DETERIORATION OF METAL RESULTING FULL LENSTH OF THE SEAM WERE MOUNTING FLANSES FLEETS w U METHOD A: FROM THE ELECTROCHEMICAL REACTION THAT OCCURS WHIEN CERTAIN DISSIMILAR 5.4.12.6 NEXT,APPLY A CONTINUOUS SEAL AT THE TOP(HEAD)MOUNTING 0 EMBED BOTTOM OF THE METALS ARE IN CONTACT IN THE PRESENCE OF MOISTURE- FLANGE AND EMBED THE BOTTOM OF THE HEAD FLASMN6 OVER THE SEALANT LL HEAD FLAS14NG AGAINST 32 RESIDENTIAL BUILDING-ANY BUILDING USED OR INTENDED PRIMARILY AND MCUNTIN6 PLANIM GUT THIS FLASHING SUFFICIENTLY LONG 50 THAT IT WILL Z THE PREVIOUSLY FOR A SINGLE OR MULTIPLE FAMILY DY6LIN6. EXTEND BEYOND EACH JAMB FLASHING. FASTEN IN PLACE.(5m FIGURE 5) O WINDOW FRAME W/CONT. EXTEND SILL A(PPLIED SEALANT. 53 MOUNTING RANGE-A FIN PROJC-GTIN6 FROM THE NN VOW FRAME PARALLEL 5.5 INSTALLATION O U SEALANT BEHIND PLAN6E FLASHING SEAUN� ND HEAD TO THE PLANK OF TFE YR/LL FOR THE Plll¢I'OP.E OP SLY.URIN6 T}E P'IRANE TO 71E 5.51 DEPENDING ON TTE SIZE AND Y'EI6NT OF TIE NNIDOW,SHIM BLOCKS MAY W G ! 60 MINUTE GRADE'D'PAPER HORIZONTALLY TO FUSHIN BEYOND EACH STRUCTURE Be To IRPD UNDER THE SILL TO MNNTAN STIRA&HT AND LEVEL CONDITION iF PROJECT BEYOND 10 JAMB PUSHING.FASTEN ATID TO PREVENT ROTATION. GON9UL.T MANIFAGTURCRS RCYOMMEMIDATIOIS. 3 MDISTOP'FLASHINS VERTICAL JAMB / IN PUCE. 4. 916NIFICANCE AMID USE 5.52 SHIM AND ADJUST THE WRDOW AS MRLE55ARY TO ACHIIEVE A PLUMB, Of PAPER(12"WIDE) 5 O WSFALAHT BEHIND P=1E 1 4 FLASHING APPLIED 4.1 T415 PRACTICE RECOSNIZE5 THAT EFFECTIVENESS AND DURABILITY OF SQUARE AND LEVEL CONDITIONS,AS YEI"L AS AN EVEN REVEAL AROUND THE p ® STUCCO MOLD 2 LATER INSTALLED UNITS DEPEND NOT ONLY ON THE CHOICE AND QUALITY OF FRAME OFENIN6,SEGURIN6 IT THE FULL PERIMETER NTIH THE EQUIVALENT OF LL a O 60 MINUTE GRADE b'PAPER I / APPLY CONTINUOUS SEAL MATERIALS,DESIGN ADEGRIAGY OF A500 BLY AND SUPPORT SYSTEM,9)T ALSO 6d FASTENERS ON A MAXIMUM 16-INGHI GENTERA HINGED AND PIVOTED 5 1 ALONG TOP(HEAD) ON THEIR PROPEL¢AND KORKMANLIKE INSTALLATION. NNDOMS MAY REQUIRE ADDITIONAL FASTENERS LOCATED TEAR THE HINGE OR p ` CB Q HEADER-SEE FRAMING PLAN 3 3 12'V61570P'FLA5HIN6 PAPER 1 MOUNTING FLANGE 42 IMPROPER INSTALLATION OF UNITS MAY REDUCE THEIR EFFECTIVENESS, PIVOT POINTS. FOR CERTAIN MNDOYS IT MAY BE APPROPRIATE TO FASTEN LL EMBED BOTTOM OF HEAD LEA0 TO EXCESSIVE AR WATER AND SOUND LEAKAGE,CONDENSATION AND MAY THE HEAD IN A MAML'R TO ALLOW FOR POSSIBLE DEFLECTION. 6 SHIM SPACE OO SEE CORNER POST_ 3 I i SUEALANT AF A' ST PROMOTE T�DETERIORATION OF WALL CONSTRUCTICN5,WINDOMLS,DOORS,AND 5.53 IN EACH DIRECTION FROM ALL CORNERS THERE MUST BE A FASTENER p O7 DOOR FRAME 6 I / ( THEIR RESPECTIVE FINISHES. ADDITIONALLY,IMPROPER INSTALLATION OF NTHIN 10 INCHES,BUT NO CLOSER THAN 3 INGFE4,TO PREVENT FRAME G GOES OVER SEAUN77�.� METAL UNITS MAY RESI.LT IN ACGELERAT P CORROSION OF METAL FRAMES, DISTORTION OR FRACTURE OF JOINT SEALS. p 2 I I EXTEND HEAD FUSHMG O 4 O EXTERIOR PLASTER O/ I!___ _____ BEYOND EACH JAMB TRIM,ANCHORS,FASTENERS AND FINISHES. 5.5.4 IN ALL LASES CONSULT MANUFACTURERS INSTRUCTIONS FOR ANY 8 DOOR NRE MESH FLASHING.FASTEN IN 49 THE APPLICATION OF THIS PRACTICE ALSO IRECRIIRES A WORKING SPECIAL PROCEDURES OR APPLICATIONS. f- z ® WEATHER 57RIPPIN6 /' / 4 ___ / / PUCE. KNOYL®6E OF APPLICABLE FEDERAL,STATE AND LOCAL CODES AND W v RESUATIONS,9PECFICALLY,BUT NOT LIMITED TO REQUIRED MEANS OF NOTE 2-IF ANY DAMAGE TO NNDONN FRAME JOINT SEAAL5 15 OBSERVED DURING W U 10 EXT.PLASTER O/WIRE MESH EGRESS MID REQUIREMENTS FOR SAFETY GLAZING. CONSULT NTH LOCAL INSTALLATION,IT MUST BE REPAIRED BY THE INSTALLER_ g 3 EVILDIN6 CODES PRIOR TO INSTALLATION. APPLY SILL FLASHING 4.4 THE APPLICATION OF THIS PRACTICE ALSO REQUIRES A WORKING 5.5.5 MERE YEATfR-RESISTANT BUILDING PAPERS.INSULATING BOARD,OR HORIZONTALLY BELOW THE SILL. KNONFD6E OF THE TOOLS,EONPMENT AND METHODS NECESSARY FOR THE OTHER MATERIALS BY OTHER TRADES MAY COSTITUTE THE PRIMARY MAT/ER C Q FASTEN THE TOP EDGE OF THE SILL INSTALLATION OF WINIDOWS. IT FURTHER ASSUMES FMIILIARI7Y WITH BARRIER BEHIND THE EXTERIOR WALL FINISH A.E.STUCCO,MASONRY, (� FLASHING TO THE FRAMING• BUT DO GAULKIW AND SEALING AND WITH GLASS HANDLING PROCEDURES,PANTING 91DIN6,ETGJ,ONER/6BERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT NOT FASTEN THE LOWER EDGE.SO THE "ORE!APPLICABLE AND AN UDERSTANDIN6 OF THE PU DAMBNTAL5 OF THE MEATHER BARRIER 15 C.ONTDN00019 BY EFFECTIVELY SEALING THE MATERIAL DI)"& YI-40 PAROff LASES APP ED LITER MAY BE SLIPPED UP WEATHER RESISTANT BUILDING PAPER pARDEE T/ISA6 RESIDENTIAL CONSTRUCTION THAT NT AFFECT THE INSTALLATION OF THESE UNITS. TO THE N OOV FRAME.(SEE F16URE 6) 0 LI 56 SEALANT REQUIREMENTS Z UR UNDERNEATH THE FLASHING IN �/Ap�I� /p WEATHERBOARD FASHION 5. PROC®U1RE 5.6.1 SEALING/GALLKIN6 REC UIRED BETVEBN THE NNDOW AND THE FLASHING J TRANSOM AT SWING-IN DOOR CiORNER MULLION (POST) 5.1 FRAMING REYNIUIREMB ITS-THE ROUGH FRAMED OPISNIN6 TO RECEIVE THE CAAN BE ACCOMPLISHED NTH CAiLKINS CONFORMING TO AAMA SOD,OR USE Q (22 18 FIG. 2. SILL FLASHING (MOISTOP) FIG. 5. HEAD FLASHING (MOISTOP) NNDOMN SHALL BE SUFFICIENTLY LAPSE IN NDTH AND HEI6HT5 THAT THE SEALANT RECCMMEtIDED AM APPROVED BY THE SEALANT MANUFACTURER. w W SCALE:3"•1,-0" SCALE: 3'.P-O" ACTUAL FRAME DIMENSIONS OF THE WINDOW. To ASSURE ADEQUATE GLE.AARANCE, Sb2 50HE EXTERIOR WALL FIN15HHM REQUIRE ADDITIONAL 9EAL.IN6 BETM41EEN W W THE FRAMER SHALL CONSULT THE MANUFACTURERS LITERATURE FOR THE THE PERMETER OF THE WINDOW FRAME AND ADJACENT FIN1504 WALL MATERIAL. Z WHERE RECOMMENDED AS PART OF MIN.VERTICAL RECOMENDED ROUGH OPENING DIMENSIONS. THE FRAMING SHALL BE PLUMB, OWER/6EH IXAL CONTRACTOR 15 RESPONSIBLE FOR IDETNTIPYIN6 THE NEED FOR W EXTERIOR WALL FINISH SYSTEM INSTALL LAPS PER CODE SQUARE AND LEVEL. (SEE FIGURE 1) ANY ADDITIONAL SEALANT Y/ICH POLL BE APPLIED BY OTHERS. SUCH SEALANT p BUILDING PAPER,APPLY WEATHERBOARD 52 PROTECTION FROM DISSIMILAR MATERIALS SHALL BE ELASTOFEKIG MATERIAL,COMPATIBLE WITH WINDOW F-RAMINS AND FASHIION STARTING FROM BOTTOM 52.1 ALUMINUM PRODUCTS SWILL BE ISOLATED FROM 121981ML+AR OR ADJACENT WALL MATERIALS.(SAE FIGURE 6) TO TOP OF WALL CORROSIVE MATERIALS NTH A HIONCONDIUGTIVE COATINS OR SEALANT MATERIAL. 5.1 FINISH AND SEALANT PROTECTION O gy�TH�ER TRA��e 522 ALL FASTENERS SHALL BE CORROSIVE RESISTANCE,IN ACCORDANCE MTN 5.1.1 CAUTION SHALL BE USED TO AVOID DAMAGE TO NHID0015 DURING AND i IRSI.TIL-B[II�ING-PAPER ASTM B 633,B 166 OR B 456. AFTER INSTALLATIOK PRIOR TO INSTALLATION,STORE NNJDOMS IN A NEAR � o INSULATION BOARD,OR OTHER 53 FLASHING REGIARB"ENTS-PROPER FLASHIN6 MID/OR SEALING 15 VERTICAL POSITION IN A CLEAN AREA,FREE OF CIRC LATTN6 DIRT OR DEBRIS W o U 1 MATERIALS�V�R HEAD NECESSARY AS A SECONDARY BARRIER TO PREVENT WATER FROM ENTERING THE AND PROTECTED FROM EXPOSURE TO MEATHBR ELEMENTS. LL FLASHING AAD-f)VER TOP MIN. WALL BE7MEEN THE NNIDOW FRAME AND THE ADJACENT INALL MATERIAL5, 5.12 FIELD-APPLIED PROTECTIVE COATINGS CAN DAMAGE NNIDOW SEALANTS /'► � A.mj o 5 OF NAIL-ON HEAD HORIZONTAL FLASH/IN6 AND/OR AN APPROPRIATE METHOD OF MALIN&SHALL Be OC16MM AS AND 6A5KETS AND ARE NOT RCGOt- E . CONTACT THE NN DOW V I W FLANGE OF WINDOW P� x Lgpg PART OF AN OVERALL MEATTNR-RESISTIVE BARRIER SYSTEM. IT IS NOT THE MANIFAAGT1REt BEFORE APPLYING ANY SUCH COATINGS. 1 W N 2 1 FRAME CODE RCBPON5IBILITY OF THE WRDOW MANUFACTURER TO DES16N OR RMORPENJD A 5.13 MASKINS TAPED SHALL NOT BE USED ON MN DOA SURFACES AS THEY MAY J_ N FLASHHIN6 SYSTEM APPROPRIATE TO EACH JOB CONDITION. C USE DAMAGE NlCN THEY ARE REMOVED. Q fS I o O WINDOW FRAME YU CONT. O WINDOW FRAME W/CONT 3rd COURSE 5.1.4 STUCCO OR CONCRETE LEFT TO CLORE ON FRAMES AND GLASS WILL DAMAGE W CS SEALANT BEHINH FLANGE SEALANT BEHIND FLANGE OF BUILD NG BEFORE ANY CPS. R ACTION TAKES PLACE. 3 PAPER � �/ TTF9C 9URP/ACC9. REMAWE AND GLEAN ALL 9L1'AH MATERIALS FROM 9LRPAGES d @ OEXTERIOR PLASTER O/ 4 t 2) 60 MINUTE GRADE TJ'PAPER "' d WIRE MESH >V[ j CON RIETE AND FRAME SURFACES EXPOSED TO LEACHING WATER FROM HEN TO p o 3 12"TM015TOP' 3 I CONCRETE OR 9TIKG0 MUST BE RINSED IMMtEDIAT9.Y NTH GLPM WATI3¢TO w FW- O X A a' O 60 MINUTE GRADE D'PAPER 5 I '/ y. PREVENT PERMANENT DAMAGE. FLASHING PAPER I Q Z N .ryf O 12''MOISTOP'FLASHING PAPER O 2nd COURSE W 4 CORNER POST REVISED 12/2B/46 50 HEADER-SEE FRAMING, 4 SEE FRAMING PLAN 4 II 5 OF N Z F Tz PLAN 5 2x TRIMMER 6 it z O O 1 O SLIDING DOOR FRAME IOU CONT.SEALANT BEHIND FLANbE O EXTERIOR PLASTER O/WIRE MESH L____ tat COURSE EXTERIOR WALL FINISH OF BUILDING IN72 6 R PAPER FINISHMANUFACTURERS JAMB PUSHING AT BOTH SIDES OF RECOMMENDATION. 3 2 OPENING EXTEND BEYOND SILL SOME EXTERIOR T FLASHING h ABOVE WHERE HFab FINISHES MAY REQUIRE r7 FLASHING WILL INTERSECT.LAP SEALING BETWEEN THE JAMB FLASHING OVER TOP OF SILL PERIMETER OF THE O FLASHING.LEAVE BOTTOM EDGE DI-ITD FRONT WI-16D WINDOW FRAME AND PARDEE 1/ISAS PARDEE TnSAa UNATTACHED. SUP BOTTOM OF JAMBSHIN FLASHING THE EXTERIOR FINISH w h SILL FUBOT_T Fi 6F WINDOW DLL N PAPER AT BOTH STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH TRANSOM O/SLIDING DOOR CORNER MULLION (POST) FIG. 3. JAMB FLASHING (MOISTOP) FIG. 6. PRIMARY WEATHER BARRIER Cn N 23 WITH 2X TRIMMERS SCALE, 5" -0 19 INTERNAL MOUNTING FLANGE IN MIOOD FRAME CONSTRUCTION 3 (D SCALE: 3°.1'-0 APPLICATION BY OTHERS -0 a O (Sm FRAMING PLAN) O C/NI MESH RIOR M.AsreRO O L)M OPLYY400P 5HEAR WALL O HEADER � � m Uj^ a (9<g FRAMING H1MU O HEADER-SEE FRAMING PLAN 1 (5M FRAMING PL.AW 1 O 2X HEAD TRIM O9 CD MINUTE GRADE 42) U, 2 60 MINUTE GRADE b'PAPER 2 1 D'PAPER 1 �i/ S Z OPAAPER(12'WIDFJI� 6 8 EXTERIOR PLASTER O/ i 1 1 -0 WIRE ME511 1 I O W5E�NTT OJT FLANGE I W L 3 to O60 MINUTESUDI-DOOR FRAME GRADE 6 2 1 I I Tco D PAPER O CONT.SEALANT BEHIND� 1 I O 1 i //��WW �O O EXTERIOR PLASTER FLANGE 1 1 O WINDOW FRAME W/CONT O EXTERIOR PLASTER I 5 FLA5HI1N5 PAPER I 2 '..� {i O cc IDJ N 111 0/WIRE MESH 5 SEALANT BEHIND FLANGE I O WINDOW FRAME n/CONT. I 5 I O MOISTOP'FLASHING I I I O PAPER(12"WIDE) I O 60 MINUTE GRADE b'PAPER 2 1 SEALANT BEHIND FLANGE I O I I 2 M015TOP'FLASHING T EXTERIOR PLASTER 2 I 4 PAPER(12"WIDE) 3 I 3 I Q ^-T Q I O 12"MOISTOP'FLASHING PAPER 3 I WIRE MESH ) 3 60 MINUTE&R.'D'PAPER Mg1A.D _____ I I 2 EXTERIOR PLASTER O/ 2 I O I I 1 O 2X RIRRIN6 -_ -_-- 1 5 / 4 POST-SEE FRAMING PLAN I q I 4(50 PUN) q I ? 1 5 1 O 60 MINUTE SPADE V'PAPER I Op WINDOW FRAME YV CONT. I 1 W OEXPANDED METAL .I E 3 I 8 EXTERIOR PLASTER O/ 1 O 12'VOISTOP'FLASHING PAPER I SEALANT BEHIND FLANGE 1 4 LATH 4 1 m WIRE MESH 3 I O ( 4 S 1 I I y m Z Lu ' S IIryp1 o cQi Tq U�U co 62HD 0I-5D WI-GD WI-2D WI-SOD WI-ID II/20/00 PARDf E TASA6 PARDEE 7AS.A6 PAAPM 1/15A6 PARDEE l/15A6 PARDEE 1/I5A6 Q V Z 5 N • W GARAGE DOOR HEAD 24 HEAD AT SLIDING DOOR 20 VERTICAL MULLION 16 SILL DETAIL 12 JAMB DETAIL $ HEAD DETAIL 4 z g Q 9GALE:V-I'-O' SCALE 3'-I'-0" SCALE, 3'S V-0' SCALE: 3'.1'-0' Lu SCALE: 3".I'-0" SCALE,8'•1'-0' O i` OI WNDOW FRAME --_ W/CONT.SEALANT BEHIND FLANGE LTA O NONSTOP'M1 8 ASHIN6 PAPER(12'KIDU /�j 60 MIWJI'E GRADE'D'PAPER L': OD'PAPER GRADE 9 ---- `J ' g 13'NONSTOP'FLASHING PAPER U O WSEA ANT BEHIND FLANGE I O EXTERIOR PLASTER O/WIRE MESH O EXTERIOR PLASTER O/q I Kill a �— O O OE/"IRE ME5N PLASTER 5 WIRE MESH T O2 60 MINUTE GRADE b'PAPER T O 0/WI MESH 8 4O HEADER-SEE FRAMING PLAN (' I (� O4 O FOAM TRIM O -- O 5O SHIM SOLACE AS REOD- [�3 13"NONSTOP'FLASHING PAPER 3 HEADER-SEE FRAM'6,PLAN 5 (SeMH6 7 O/BROWN COAT. Z (U LAYER - 4 2 O GL1.S5 FIBER MESH pPE bO ONE PIECE MILLED DOOR 12 3O 12'MOISTOP'FA5HIN6 B FRAME O6 EXPANDED METAL __ PAPER 6 ® FOAM TRIM O/PRIMER ADHESIVE � � I. I LATH ____ O/BROWN GOAT _ DOOR z 4 2X FURRING AT 16'O.G. 4 1 O HEADER _ --- _ I 0 O 3 OS POST-SEE FRAMING PAN 5 O 60 MINUTE GRADE b'PAPER O 1 (55!FRAMING PLAN) I = O SO WINDOW FRAME Y1/GONT. I P. I 5 WINDOW FRAME W/CONT , 8 HEATHER STRIPPING 5EALANT BEHIND FLANGE 8 © FINISH GOAT b SEALANT BOTH SIDES 3 W 6 I 2 ____ OF FLANGE qO 10 GLASS BER MESH STUCCO MOLD RI b 3 i m O COLOR GOAT 10 O O/PMEIR ADHESIVE O COLOR GOAT 2 r O HEADER-SEE FRAMINI6 PLAN 1 O FOAM TRIM 3 --- 10 ADHE5IVE ER MESH O/PRIMER �Q] O 60 MINUTE GRADE b'PAPER O/BROWN GOAT S O 12'NONSTOP FLASHING PAPER 5 II DOLOR GOAT L i EL a a a 1 O O/PRIMER A ME- q 4 O O//AM TRIM BROWN GOAT O GONT.SEALANT BOTH Q CONT.SEALANT SIDES OF FLANGE q 6 y WI-0D H2H0D PLAN VIEW 1`2-5D w2-I0 D2-3D U�pT II/20/00 PARDEE I2/6A EE 5 PARDEE 12/6A5 PARDEE 12/6A5 PARD 4/26A4 W HEAD AT FURRED-OUT WALL 21 17 WINDOW HEAD AT FURRED-OUT WALL 13 VERTICAL WINDOW MULLION 9 WINDOW HEAD 5 HEAD AT DOOR GGALB:3'•I'-0' EXTERIOR PLASTER 0/FOAM TRIM SCALE: 3'•1'-0' EXTERIOR PLA57ER O/FOAM TRIM SCALE: 3"=I'-0" EXTERIOR PLASTER 0/FOAM TRIM SCALE. 3'•1'-0" EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"•1'-0" aaaa a a a a a a a OI WINDOW FRAMEAl CVK SEALANT 6� TT BEHIND FLANGE O EXTERIOR PLASTER 0/ ~ OM015TOP'FLASHING 8 WIRE MESH Q ...F7F7F7 PAPER(12'WIDE 2 O PAPER FLASHING 1 LL f� LL O 60 b'PAPER 4 S 3O HEADER-SEE FRAMING PAN /-•I LCxi O4 EXTERIOR PUNSTER O EXTERIOR PLASTER O/ _-- O SHIM SPACE 1O U 9 3 WIRE MESH T O EXTERIOR PLASTER In(/) W 06 0/HIRE MESH lO WINDOW FRAME W/ GONT. O O 2X FURRING AT 16"O.G. SEALANT BEHIND FLANGE I 0/WIRE MESH 2 SO FRAME MILLED DOOR ZO ZO 5 (S FURRING 3 I2'MOISTOP FLASHING PAPER pPE - H- (SEE PL.AW 2Q FOAM TRIM O O 12"'NONSTOP'FLASHING O/BROWN COAT 9 A bO DOOR (/ I <QPAPER ly O4 FOAM TRIM �L_ 3 O 60 MINUTE GRADE b'PAPER r____ 3 COLOR GOAT ____ O WEATHER STIR.PPIN6 11 I 3 00 K t 'O EJ -1 O/BROWN GOAT 4 60 MINUTE GRADE b'PAPER r, r I J J O d J p 12"$4015TOP FLASHING PAPS LL O 5O GLASS FIBER MESH O/ 8 i O WINDOW FRAME At CONT. PAPER 4 SO WINDOW FRAME W/ ANT b PRIMER ADHESIVE i 0 0 i-. Is SEALANT BEHIND FLANGE b 6 SO &LA55 FIBER MESH O/ l SEALANT BEHIND FLANGE 9O STUCCO MOLD 4 00 O GLASS FIBER MESH PRIMER ADHESIVE B O FOAM TRIM 3 ` � 0 O/PRIMER ADHESIVE © COLOR COAT 2 O/BROWN GOAT 7-: ' 10 60 MIN)TE 12 ' 4 ' T I GRADE'D'PAPER OF � 7 O COLOR COAT q 5 O POST-SEE FRAMING PLAN 3 _ O GLASS FIBER MESH II 2X FOAM TRIM = I Z(/) W O8 60 MINUTE GRAVED'PAPER O 2X TRIMMER O/PRIMER ADHESIVE g = O `� O/BROWN GOAT (N W SEE PLAN 6 E" I O8 GONT.SEALANT/BEHIND 13 DOLOR GOAT q 5 00 N � CS'MNJ O9 CONT.SEALANT O CONT.SEALANT BEHIND WINDOW FLANGE •: BEHIND WINDOW WINDOW FLANGE L _ _____ ____ ___J 6 FLANGE V) r^ C Q 5 2 4 3 q 1 _ 00 1/120 00/ PARDEE 2/6A5 eAsswOOO 12/6H5 PAROEE �A5 PARDEE 10/25A4 W Z W PLAN VIEW JAMB AT FURRED-OUT WALL }� WINDOW JAMB AT FURRED-OUT WALL 14 CORNER WINDOW MULLION (POST) WINDOW JAMB HEAD AT SWING-IN DOOR as It p w SCALE:3'•I'-0" (22 "' EXTERIOR PLASTER O/FOAM TRIM 5GALE: 3'•I'-0" EXTERIOR PLASTER O/FOAM TRIM 5GALE: 3••I'-0' 1 O EXTERIOR PLASTER O/FOAM TRIM 51-ALE: 3'=1'-0" SCALE 3'•I'-0' (2� m m Z Q I WINDOW FRAMs I DOOR ww - A/CON SEALANT EXTE Inv) 0 BEHIND PL.AN6E O DOOR FRAME O EXT.PLASTER O/ O W RERR PLASTER O/ 3 D O O O NONSTOP'FLASHING O ESH YEATH01 5TRIFPIN6 PARR(12•WIDE) 1 a 5 O 134M01570P'FLASNIN6 o WIRE MESH lO 60 MINUTE GRADE b'PAPER * W O U O3 60 ER(12 GRADE T O IF.ADER O 2X FURRING D'PAPER r- --- (SEE FRAMING PLAN (SLOPE TOP 1/2") 3 HEADER-SEE FRAMING PLAN PER O 12"NONSTOP'FLASHING PAPER K ' Q O 5H1M SPADE 10 I O 12'NONSTOP FLASHING i O 10 I WINDOW FRAME W/CONT. O WINDO SEALANT BEHIHDLAN6E W N m O4 EXTERIOR PLASTER J1 j I PAPER O4 SHIM SPACE O (-��p' 1 op O/HIRE MESH I O6 M015TOF'FLA5HIN6 SEALANT BEHIND FLANGE _J_ J V) U 4 (Sj 10 O 1 G1 PAPER 02'WIDFJ T O4 bPOA EIR TE GRADE b' 0 I/Z' `O OR ME r MILLED DOOR B '/ :n z Z 4 HEADEi2-SEE FR4MIN6 PLAN C :_ Q V OS 2X PURRING 2 2� FOAM TRIM __ Q w a Ll W o (S@ PLAN 1 O 60 MINITE GRADE I E— y,"O� 2 O/BROWN COAT 5g SHIM SPACE AS READ. 11 Z d m •� q a l'� Q p,,On,1',11' I i4 V'PAPER 6 O WINDOW FRAME W/GONT. 9 3 O DOOR O6 GRADE'ICE♦ (�� 1 ; 5EAANT BEHIND FLANGE 3 O a0 MINUTE GRADE b'PAPER 6OONE PIEC E MILLED DOOR LAP PAPEHATIBIR SHIELD - 16ftAc O it 51N1ELD' Ob FOAM TRIM ICE. T T FRAME P✓FATNER STRIPPING r ___ w a w O ' MIN 3' 1 O/BROWN COAT 8O &LASS FIBER MESH O/ 0 4 PRIME FIBER IVE O/ 0 R.' PRIMER ADHESIVE } ^ N O9O 26 bA.b.l.RLASININb 1 4 ___ PRIMER ADHESIVE O DOOR T 2X BAC'K1N6 OR 9 4 1 4 - D STUCCO MOLD p O 12"NONSTOP FLASHING PAPER O WEATHER STRIPPING 12 7. fV 2 F W a M1YWOOD BACKING T 10 EXTERIOR MKISH 1 O 5 AT GRADE'ICE 1 6 I g T MLA55/BER 4O ST1CC0 MOLD WATER SHEILO' S II 2X TRIM MESH O/PRIMER b ;-� 10 60 MINUTE 12 bO EXTERIOR PLASTER O/WIRE 1 (SEE ELEVATION) 5 1 2 ADHESIVE / 2 GRADE'D'PAPER ____ MESH 4 3 5 O _ O T II I O8 COLOR GOAT T II OX FOAM TRIM BROWN COAT T O COLOR COAT , 10 FO M GOAT 10 GRACE"ICE 1 WATER 3 SHIELD' 4 12 DOLOR GOAT 9 O CONT.SEALANT BEHIND O/BROWN GOAT m 5 6 12 GLASS FIBER MESH O/ SEALANT 3 1 BEHIND INDON FLANGE b WINDOW FLANGE PRIMER ADHESIVE 4 b yi II 2X SOLID BLOCKING T 0 WI-IOD DI-5D W2-12D 02-4D w2-3D D2-5D W II/20/00 II/20/00 PARDEE 12/6A5 PARDEE 10/25/44 PARDEE 12/6A5 PARDEE 12/6A5 O W SILL AT FURRED-OUT WALL L 23 DOOR HEAD 19 WINDOW 51LL AT FURRED-OUT WALL 15 HEAD AT SWING-OUT DOOR 11 WINDOW SILL 7 HEAD AT DOOR 3 (f) AVA)` SCALE:37_w' wITM 2X TRIM SCALE.3'•1'O• SCALE 3':I'-0" EXTERIOR PLASTER O/FOAM TRIM SCALE: 3" 1'-O' EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"•1.-0.. W O EXTERIOR PLASTER O/FOAM TRIM 9GALE: 3'•I'-0' E j O N OI EXTERIOR PLASTER OI WNDOW FRAYS O O p Q� O/WIRE MESH YV COW.SEALANT ]U 2 Q 60 TE GRADE 2 PAPER aa� BEHIND FLANSE MINU ' FOAM PLANT-ONS 4 PLASTER NOTE: J_ _ ;v a o O NONSTOP FLASHING W J W O26&A CORROSION PAPER 4 A. SUBCONTRACTOR SHALL MA NISH AND INSTALL ALL FOAM PER I W.-. RESISTANT WEEP 5GREEb O 60 MINlTE GRADESLO 1•:12' ARCHITWWRAL PLANS AND DETAILS WTH A DENSITY OF I Ib.AT 6 S Z O4 FIN GRADE co D'PAPER I SECOND FLOOR LOCATIONS,AND 2 Ib♦.AT FIRST FLOOR LOCATIONS 5 _J Q.�.i O 1 (Ibs.PER$MARE FOOT). FOAM SHAPES SHALL BE APPLIED OVER THE W a— ?E Lo /� O4 NON-HIAROBNINb 1 BROWN GOAT USING'0YE6A DRY BOND'ADIL51VE SYSTEM MF6. � lO HEADER-SEE FRAMING PAN � .5 2%PAT PLRRIN6 ZZ I SEALANT 5 BY OMEGA,INC.OR APPROVED ECIUAL. f---- TT O W (SEE ELEVATIOW O OS BRICK VETEER 2 1 RECOMMENDATIONS MANNFORflMER. SUBCONTRACTOR SHALL GUT NITH ALL MATINKLAL AND TIC O SEYAbLANT BC-HINDON FRAME WFLAN6E _ O 60 MINUTE GRADE'D'PAPER b i O J < 2 __ 0 N 5 .I FOAM TRIM TO FIT 7I64T AND SQUARE,UNDER NO CIRCUMSTANCES SHALL 3 O3 DOOR FRAME.W/CONT. O , OSOLID b AC 3 TRIM OF LEW THAN TYELVE INUE9(12')IN LENGTH EE INSTALLED. O FOAM TRIM SEALANT BEHIND FLANGE OR AIR$PAGE .I O/BROWN GOAT 4 1 3 4O 12"iMOISTOP'FLASHING PAPER {. 1 3O 60 MINUTE GRADE b'PAPER B LL. FOAM 5HA BE APPLIED OVER BROWN COAT BY COVERN6 BOTH THE _ Q ' 1 FOAM AND BROWN COAT SURFACES WITH ADHESIVE. FOAM JOINTS SHALL 4O 12"M01570P'FLASHING PAPER 4 5 BE BUTTED TOSET ER WITH ADHESIVE AND ALL JOINTS SHALL RECEIVE EXTERIOR PLASTER O/WIRE MESH �'( 1 M 1 A MINIMUM 2'WIDE FIBER&LA55 ME5H OVER JOINT. ADHESIVE SHAN.L BE O HEADER-SEE FRAMING 5 8 FOAM TRIM 1 ALLOYED TO CURB 24 HOURS BEFORE PE FORMING ADDITIONAL WORK ON PLAN \( 1 O/BROH N GOAT 5 1 THE BONDED FOAM TO AVOID DAMA61NO THE ADHESIVE BOND. REINFORCING T ---- 3 FIBERGLASS MESH 15 TO BE APPLIED OVER ALL OF THE FOAM COMPONENTS. O &LA55 FIBER MESH O COLOR COAT O U$11,16"OME6A DRY BOND'ADHESIVE. FOAM ADHESIVES AND BASE 0/PRIMER AOHE51VE b B �I COATS SHALL NOT BE APR.IED WEN HEATHER TEMPERATURE EXCEEDS 110 GLASS FIBER MESH O/PRIMER 4 3 . 6 DOLOR GOAT OR 15 LESS THAN 40 DE&REE5 FAHRENHEIT. T B ADHESIVE g Q CONT.SEALANT BOTH SIDES O CONT.SEALANT BOTH Oo Z OF WINDOW SIDES OF FLANGE W FLANGE AT HEAD I 0 O co . TB-4C W4-3D w2-4D D2-ID m W 11/20/00 11/20/00 PARDEE PARDEE 4/26A4 PARDEE 4/25A4 0V. x • `W 64 EXTERIOR PLASTER WAINSCOT SILL WITH BRICK VENEER CSTANDARD FOAM NOTE HORIZONTAL WINDOW TRANSOM HEAD AT SLIDN6 DOOR = g J W SCALE: I/2'•I'-0' 24 20 xAl2:9'•I'-0' (127 EXTERIOR PLASTER O/FOAM TRIM 9GAl F: 3"=C-O' (81 EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"•1'-0' m0 m O-LYPOOD SlArLOOR STUDS O I II%12 9TRINB�a(MIN 9) 03 X 3 x I S X 30 LONG 22'%30' MIN ATTIC AGGES6 O IIO VOLT ELEOTWGAL OUTLET 2X 'MA%. In"MIN, 2 3/4'RYWD TREADS 4 RISERS1�l STEEL ANGLE OR PER UNG 30'7.5 0 MIN 26&A.6.1.(1)PIECE FLASHING O 3 2X12 STRINSERS(MIN 3) O PLYYO TREADS 4 RISERS MIN 5/4•) O (2)3/5"VIA.GARRIA&C BOLT5 O 60 Sm.CDX PLYWOOD O PROVIDE RETURNS AT EA. (I I/4"MIN (/I 2 5/H"GD%X 24'MIN.WIDE PLYWOOD LEVEL WORKINS PLATFORM O EXTERIOR FINISH END MITER EnRNERg O PASSAGEWAY-20'-O•MAX TRAVEL FOR ENTIRE LENGTH OF WIT z 4 5/D'TYPE'X`6B.(W81 17ESID) 3O SHOVEL FOOTING DISTANCE O3 A CONTINUOUS O - (— O O WOOD RAIL 70" MIN. (U.N.O.) O2f(4 TNRUBT PLATE ANCHOR® W U S DOUBLE FLR JOIST OR HDR W/SHOT PINS AT 24'OL. O4 12'CONCRETE BMBBDFBNIT O3 5ATCNHS FIXTURE CONTROLLED BY 04 FRAMING MEMBER O DIA.X 2 In•L.AB WEE DIA. ALL AJI3. SWITLH LOCATED BY ATTIC ALLE55 (SEE FRAMING PLOW BOLTS AT 46'O.G. 6 2X LRIP90 WALL NOT TNT.YI OiI ANCHOR O 2X4 FTD.F,M-A 2 O4 FAU SHALL BE LI5TM FOR INSTALL- 50 2X 50LID BLOGKINS O ��� O PLAN) O6 2%4 PTD.P.PLATE '0 ATION IN ATTICS AND ON COMBUST- a a a a T IYl'6YP ED NOTES ON FaevDAnoN X (NOTCH AROUND STEEL ANGLE) ABLE FLOORING-CLEARANCES SHALL O6 2 LAYERS UNIDERLAYMENT PLAN VIEW O U D 4�E� V NOSING Q 6 BE A5 SPECIFIED IN THE LISTING 6 =NITERIOR PIIN�ISH 3 (30 Ib.A.S.TM.FELT MIN) OAPPROVED FETAL HANSEI¢ aD lO"MIN. (U.N.D.) O 6ROOF DNS W O - .. 5 3 2 (SEE STRIIGTURAL NOTES) 3 p UTE El X ryH OD 60 MIN GRADE c„ El 2' D'PAPER 3•MIN.RISE 04 2 1" NOSING O cHIF>NEY STACK ��' D , 2 ( FR.AMINS MIEMBER I5 REQUIRED HAIORAILS AT Q m 'TILE 5TAIR1I SHALL BE CON- b INSTALL 2X :SADDLE f TIWXJIX'THE FULL LENGTH U 5TUO 6LOGK.AOINS 2'MIN. OF THE STAIRS AND MAY EXCEED"16,O.G. BE INT1YiLPTEO ONLY AT A a a a a a a a a a a1. a II 26 GA.6.1.SADDLE LANDINI5 AS DEFILED IN VBC 100333.E 4 100333.1. T Q) (�4�...�fff��� NETS 2—LOAD REOUIREMENT5 9165E SI-IC PER IggT UBL.TABLE Ib-B MI2OG 6 1/20/ 1/6/89 5/11/92 II/20/00 II/20/00 PARDEE On8/95 U 5TRINGER ® WALL STRINGER ® FLOOR PONY WALL REINFORCEMENT HORIZONTAL FAU Fes{ W 1" NOSING 21 17 Q HANDRAIL DETAIL U / I.In'•1'-0' W/ 1" NOSING LI/2•.I'-O• SCALE: In••I'-O' 13 ATTIC INSTALLATION SCALE: "•I'-0' 1 �. O3"DA.CONCRETE FI SCALE: PIPE In'•I'-0" aaaa a a a a a a a ILLED 0 MORTAR BED PI/ 0 IX NOF W COlI1F111 I PLYWOOD"FLOOR FETAL LATH EASED FD6FS O 4°CONCRETE SLAB 2 3/4'PLYWOOD TREADS 4 RISERS O IX WOOD BASE q Q OCONCRETE PAD 9 DOUBLE JOIST OR HEADER O 3/4'PLYWOOD O DOiw F 2X4 PLATE 4 APPROVED METAL HANM945 O4 2X6 RATE T 3 B H O 2X FRAMINb AT Ib"O.G. O 2XI2 STRINSERS U 3 MIN 3) OI DOOR 2 W W 5 2%b FRAMINS SEE O O In"bYPfJM BOARD 5 Z It:1'ffAn1ER STRIPPING It: O In"DOVE MOULD � ::. U 60 WALL FINISH PLAN ..pp 2 O3 THRESHOLD PROVIDE cf Hq I 10"MIN. (U.N.O.) O CERAMIC TILE BITUMINOU*GOATINS ON O 3p'LONG 3 x 3°sTt�L `? a I THRESHOLD FOR SEPARATION "ry O 3 H- VI o OH MORTAR BEDW OF ALUMINUM 4 CONGRETE OR 2 _ ANGLE W/12'EMBEDMEM INTO 2 I FETAL LATH{BOND OTHER APPROVED MEASURE TO -' _ /6y I ISOLATE/PROTECT FM UBG II n SEE FOUND CONCRETE(PLANS)NHERE5 j W - X LOOT OR ADHESIVE T 20043 O [ O 3 O (2)3/D DIAL CARRIAGE BOLTS tt 1" NOSING 3 O4 SEALANT 4 rHRU 5T TO STEEL ANGLE F a LL zy CONCRETE SLAB W 2 4 © CONCRETE STOOP --- 3 6 F G ti 3 3 F 4 b (3 2.P.T.-F..SLl3=PER ry 6 o k C ry INDSE•ADDLE ALL TOI BE W W l� S SGLDERED = N O v r^ 6 l V J ca MI-TA 51-2C MI-lG 46G O ail-24G IInO/00 1/6/gg PARDEE 12n/gb PARDEE .1-lop RID/SMH PARDEE 5/IB/H9 Z BUMPER 6UARD/PIPE COLUMN CZ� STRINGER ® HEADER 18 KITCHEN BAR DETAIL 14 THRESHOLD AT SWING-IN DOOR CHIMNEY 5ADDLE FLASHING DETAIL 5TUB WALL W/ WOOD GAP J M SCALE:I1/2'•I'-0' 10 Q P— W/ 1" NOSING LI/2',I'-O• ✓V CERAMIC TILE SCALE: In'•I'-0' 6 (42 R' W AT FIRST FLOOR AT ANY CHIMNEY 24'OR WIDER SCALE.11/2••I'-0' ZSCALE 3'el'-0• SCALE:I In'•I'b" W W �+ I YW00D SUBFLOOR U' APPROVED MANFALT,RED T.B O CERAMK.TILE OVER LATH O INSTALL MOISTOP'FLASHING AND MORTAR BED OI BALUSTERS: (I I/4"MIN) 2• O ROOF GAP W BACKDRAFT DAMPER O BEALA.NT AT.alNr 2 3/4'PLYWOOD 71lCAD9•RISL1t3 PROVIDE MIN 2 BALUSTER O DOOR SILL-PROVIDE BITUMINOUS COATING - 9O LINE OF FLOOR ///��� MAX ON SILL FOR SEPARATION OF ALUM.4 GONG. PAPER(4"WIDFJ IN ORDER 2XI2 9T121N69¢5 MIN 3) PER TREAD AT STAIR O ROOF LINE NDTE CAULK BETYEEN O 3O BUJ.NOW CERAMIC TILE Tl'P. BALUSTER SHALL BE DES Ib D (OR PRES�_1'1RE TREATED SILL LET IN TO '�S nw BELCH 1 MOISTOP AND FLAN5E F z 10 PAPER BACKED FETAL LATH 4 DOUBLE FLOOR.JOIST OR HEADER 4 SPACED SUCH THAT A 4" SLAB)OR OTHER APPROVED MEASURE TO O3 2X6 FRAMINb ��2 J O ALL FOUR SIDE ON O O4 WA DIA.SPHERE CANNOT PASS ISOLATE/PROTECT PER UBC 20043 IC 2 CAULK BEHIND FLANbE rV1 ALL EXTERIOR HALL !+ II MORTAR BED OR PLASTER 5 SIM—ON TWN213 TRU56 HANGER THROUGH AT ANY POINT 4 FLEXIBLE GONAEGTON FLU¢SIDES A ERE Oc(•URS PENETRATION W 0 U OF PARIS BELOW T.B I O CONCRETE SLAB O _ W O 50 2X W O.O,E STUDS 10" MIN. (U.N.O.) O GONT.IX WOOD GAP O SEALANT O FOI.ND �� AT Ib'O.G. 12 N x z 3 co 2X TOP PLATE Op IX2 REDWOOD Ob 6.1.REVERSE TEE-Y/YE 60 2X TOP 4 BOTTOM X O 2X SILL RATE SPACER PLATE(P TD.F) Q (WHERE OCCURS) T 6.I.CLEANOUT BOX Q a OS 2X P.T.D F. --- CARPET - _ d W O O CARPET O/UNDERLAY W .L U 3 1" NOSING 5O INTERIOR FINISH 3 2 W/ACCESS DOOR Q W W 3 2 db Ob DOUBLE 2X FLOUR JOIST SLEEPER _ �' o 2 OI¢5TRINI6 R5 O PLYWOOD 5UBFLOOR 3 W O O~ Q Q: b B OR TREAD •1 J W 3 2 Q O OSIMPSON FHA6 STRAP MILTI 4 X Z IO PLATES TObETHER AT 12'O.G. (¢q� N 3 z 10 4 5TA66EKM EA,SIDE R 5 F - 5 2 T 9O 3/8'DIA.X W LONG LAG <� - 0 C 5 SCREW AT 12"O.L.STA66@tED S 2X PATE AS REOD I b Y Q q O 3/5'DIA,X 4 In'LONG LA& S SCREWS AT 8'O.L.STAGGERED. Y -MIN.31�ION INTO -_ I r S -- ALL LLATON S 5 AL J II FlU I COIP. 6_61!AT F INSTALLATIONS SHALL 4 - ---- 4 - LL PLUG AT GAP. CLUE AT < mm T DI-2lG 91-3C ELALJ5TER TO IX LAP m COMPLY KITH _ IInM2 CONNECTION � EXTENDED SILL W/SPACER RECAIIREFENTS OF O PAR DEE\023 99100 DI-13D 1/6/89 � PARDEE C.ML.SO49. MI 3B VENT T/ISATb 10/I6/02 PARDEE TUB SHOWER ENCLOSURE STRINGER ® HEADER Q 2X RATE A5 RE(L)IRED I AT CARPETED FLOUR SCALE 1172 I' 23 cl9 O HANDRAIL 1 I R SILL-5LIDIN6 DWM1 H�/qH m o J DRYER VENT THRU ROOF TYPICAL FLA5HING AT G.I. PENT (n U/�)� 9aNc. W/ 1" NOSING LI/]'.I'-O' AT FIRST FLOOR SCALE:3'=1'-0' 11 SCALE: "•I'O' 7 NOT TO SCALE q+/ 2 0 5 m I O APPROVED MANF/.CTAQED TUB qO LINE OF FLOOR I /4'PLYWOOD TREADS 4 RISERS n n OI FINISH GRADE OI ROOF FRAMINb O8 6.1.(qLE,SOLVER OI ROOF FRAMINb O9 6.1.LONE SOLDER O Q N)O SEALANT AT JOINT 10 LATH AND MORTAR BEV AT PONY WALL JCONT.2)(PLATE 3TO BASE FLASHIKS; TO BA.5EFLASHING; O EXTERIOR PLASTER ROOF SHEATHING Y/Ilb" CAULK CONY.AROUND TOP ROOF SHEATHING YL/H" CAULK GONT.AROUND TOP BULL NOSE CERAMIC TILE TYP. II MORTAR BED dR PLASTER PLYWD SI.IBROOR O/WIFE MESH GAP BETMEEN SHEETS GM BETYEEN SHEETS J =EfELOWTUB8 Y2XI]STWNBERS MIN 3) 1 4� 3 26 IST NT HFUI ION- O NOTCH TILEE TO ALGEPT FLASHINS 0 B VENT yI+.ITEMPERED bLIS 5/10WB2 (SHE STRUGTLRAL NOTES) 9 .VENT O 10" MIN. (U.N.O.) II RESISTANT rHEEP SCREED 2 3 NOTCH TILE TO ACGFPi FLASHING 8 ENGLOSUFtE INSTALLED PER MFR 12ACRYLIC SHOVER PAN LINER �1VOL JOIST OR BILK-6 m Z O4 PRE55I TN�ATED O4 SEAL PIPE TO BOTH FLASHING O4 SEAL PIPE TO BOTH FLASHING D Z 2 OS ZX CRIPPLE STUDS 13 MORTAR BED WITH ROOFERS MASTIC,TYP. WITH ROOFERS MASTIC,SH _J Q O AT Ib'OL. DOIGLAS FIR SILL PLATE T! (n bO 2X TOP 4 BOTTOM X O 60 MINUTE GRADE D'PAPS¢ p D I LAYER UNDEI LAYMENT 50 LAYER UNDERLAYMENI' V 3 N v , LU PATE(P.TD F) a (30 Ib.A.5.TM.FELT MIND 2 LAYERS AT LOW ROOF 4 a _ _ `T CL co CO �--�4 1"NOSING O6 CONT.'ROPE'LAULKING (30 Ib.A.5 TM FELT MIN) ri c O OJ \W_ -' AMID LAYBAGK AREAS , O BIMNANE _ 2 LAYERS AT LOW ROOF 4 3 T O _ _-" O CONCRETE SLAB, 5 AMID LAYBAGK AREAS 4 80 co CERAMIC TILE WERE acURS 6 -HAND FORM FLASHING W/MIN 9"�C RIARURID 6 i' -' 3 F O '-�' O TO SHAPE STORM R{GwMP OVER 4 T- 3 ROOF PROJECTION.ATTACH J ""- Q TO TILE H/ROOFERS MASTIC IS VENT 6 _ Is O B'VENT COLLAR b D 2 ' m p .. O 6.1.641E RASHINb .. FLASHING SET -- /yam 2 HANDRAILS SHALL BE H STAIRSIN� T - IN MASTIC 3 -.. O - - 3 W T IO THE FULL.1003 OF THE STAIRS q H VENT GAP - / PER cBL.100333b AMID SMALL Y y � b l 5 -�-� - 4 BE CAPABLE OF WITHSTANDING A 6 4 f f " 5 C ]L O _ W - 5 T 5 5 LOAD Or AT LEAST 200 Ws. - " 13 APPLIED IN ANY DIRECTION AT z T / ANY POINT ON THE RAIL PER 5 —_ - � T C B.C.TABLE Ib-B. Y - - _ _ S 12 2 I. 2 Q GUARDRAILS SHALL RESIST A 20 lb NOTE, .. - * M W II 9 PER LINEAL FOOT HORIZONTAL WEEP SCREED TO BE - - ry 2; O 0 FORLE APPLIED AT RIGHT ANGLE INSTALLED PER n N V ,A DI-IbG S 9164E TO rOP RAIL PER G.54.TABLE 16A5 ISO SW 25V6.5 III 5 5 Y/ PARDEE\023-99100 Ionl/gT 1/6/e9 IOA6/ - T3-ID _ Q J U RI-4C 10/10/02 II/20/00 PARDEE S/I TM5 PARDEE 10 5/ITATS Y x ■R TUB/ SHOWER ENCL05URE STRINGER ® LANDING RAILING DETAIL W WEEP 0 sc :I I •,' 24 SCREED AT CONCRETE SLAB SCALE:3"•I'-0• (121RPOOPENE PENETRATION DETAIL n.-0 B VENT FLASHING AT TILE ROOF D Q ALE n I-0 T.Wlm DOWELS AT IC419ED cuRe 16 o U w/ 1" NOSING LU]'.P-o` 3 I'�' 8 SCALE:I 72 v o" C4 0 �I SLIDING DOOR PRMEE (SEE FRAMING rLAN) \ z HEADER V1 04'MIN.MORTAR LLOSURE AT Ob WOOD STOP W/CONT.SEALANT \ OI2b 6A.6.1,FLASHINS t COl FL/5NIN6 ENDS t TOP OF WALL IF BEHIND FLANGE O PLYWOOD•.AIEAIR WALL \1 ty MIN.SLOPE 2:12) WALL IS NOT 6ROUTEID l� � ID 6ROVT OR AIR SPACE (9�FRAMING FLAW (p0 NOT 115E MORTA) 2 O PAPER(1FLASHING O SCUPPER AT SAVE MIN.4'x 4') 2� PLYWOOD 51EATNIN6 OI EXTERIOR FINISH PAPER(12 WIDE) 3 O3 3X HCAD TRIM (IF EXTERIOR PLA5TER, O LINE OF FLAT VALLEY BD.OW O VENEER ANCHOR-RAGE OB BRICK VENEER OVER WIRE MESH) O3 60 MINVIE GRADE O 'Axel,1 PLASHING \ ANCHOR ON 0-OF 5ND 1 'D'PAPER 3 O EXTERIOR FINISH PAPER(12"WIDE) '.,`7C.O.) O4 LINE OF SLOPING VALLEY BELOW(AT WALU 9O 8 6A.WIRE(CONT) O 60 MINUTE&R.D'PAPER 4 (IF EXTERIOR PLASTER, O4 (2)PLY 60 MINITE GRADE T'PAPER O4 EXTERIOR FINISH 6 OVER WIRE MESH) 2 O5 a0 PAPER GRADE SO ROOF 5HEATHIN& O3 2X BLOGKINb L O5 WIRE HGOIC OS 3X TRIM I D'PAPER I F. O4 2X TRIM-5EE EXT.ELEVATION (5EE ELEVATION) I O HEADER-SEE FRAMING PLAN 5 2 F• 6O 2X4 AT Ib"O.G.(AS RECUIRED) Oa EXTERIOR FINISH I SLOPE 3 i O3 60 MINUTE GRADE'D'PAPER I b I O VNOERLAYMENT(30 Ib.AST.M.FELT MIND OS HEADER-5 FRAMING PLAN 6O 3X BA"AT OR PLYWOOD I H O 26 6A 6.1.rLAFMINb I F I I {CCCSrrr BACKING HATER 5"IEL D I 4O WINDOW FRAME W/AN16 I 5 I 10 O CONTIRJC1 BACKING © SHIM SPACE IO ICE 1 vV/.TDR SHIELD' i SEALANT BEHIND FLANGE c�OPE I Oe 2X TRIM ONON-HARDENING I OS 12''MOISTOP'FLA5HING PAPER I (SEE ELEVATION T I W O �0[BHT ISF�T 3 O DOOR RR FRAME S SEALANT 3 1 4 bO MIN.26&A.&.1.FLASHING 6 I 5 O WATER&RACS SHIELD' 1 Q MIN.96'WIDE) 4 Ob 36 6A.6.1.FLA5HIN6 = C'J IO GOM.SEALANT b O9 WEATHER STRIPPING II 11 2"XI I/2"W/CONT.SEALANT BEHI T )I IO 2X BACKING OR PLYWOOD b O SEE FRAMING PJ.W 0 i O 2X TRIM-SEE EXT.ELEV, f A 1 WATER IN&AT KACI!' 4 T 10 MIN.26&A.6.1.FLASHING !n� 3 2'XI 1/2"NV CONT.SEALANT BEHIND 10 &RAGES T O8 bRAGE'ICE AND WATER'SHIELD 4 I D p 11 II 12'WIDE&RAGE"ICEIATER O9 NON-HARDENIN&SEALANT mI D_ 5 AND WATER SHIELD' 4 m Q S f D T 3 IA93 :C4 ° 4 D \ , 6'FROM B1D� 9 L) 1 TOP OF WALL bl-3D U si \\\ H DI-bD D2D WI-.ro II/30/00 0 INTERMEDIATE STUDS END STUD PARDEE T/ISM6 unoioo PARDEE T/rsMa HEAD/ AT 5WIN6-IN DOOR ( 5LIDING DOOR HEAD HEAD DETAIL (5 GARAGE DOOR HEAD T A "- 1 J SCALE:3".I'-0' WITH 2X TRIM SCALE: 3"•1'-0': WITH 2X TRIM SCALE:3'.I'-0' a a a a a a a a a a PK WITH 2X TRIM SCALE:3"•I'-0" wITH 2X TRIM a 5 POST SLIDI DOOR FRAME O (SEE FRAMING PLAN)PLAN)6 ONG W/CONT.SEALANT 0 PRE-BORE LEAD HOLES BEHIND FLANGE O PLYWOOD SHEAR WALL IV Rb OR 4/64 DIA.DRILL O EXTERIOR FINISH (SEE FRAMING PLAN) U FOR RIO x 2 1/4' O2 MOI5TOP'FLASHING (IF EXTERIOR PLASTER, SEGTI ON A-AI ROLND HEAD,6ALV.,YID PAPER(12"WIDE) OVER WIRE MESH) O3 2X.IAMB TRIM x F SCREAS O WINDOW FRAME III/CONT. I Do NOT RA 44M�gGREV'1 n'I SEALANT BEHIND FLANGE IO O3 60 MINUTE GRADE O2 2X TRIM-5EE EXT.ELEV. O4 M015TOP'FLAS/IIN6 2 GRACE"ICE AND WATER"SHIELD DIILDIN6 PAPER PAPER(12"WIDE) 3 T 10 4 8 4 5 b 3 n U OLOCATE VENEER ANCHOR IN g1. 1 O4 2X TRM 8 D/ 60 MINUTE GRADE TY PAPER 3 O 6O MIWITE 6RADia {�'y 3/D'MORTAR JOINT 8 'MOIOTOP FLASHING I (5EE ELEV) 4 WINDOW FRAME NV CONT I T'PAPER PAPER(12'WIDE) j 6 SEALANT BEHIND FLANGE 3/8 2 4 C O3 BRICK VENEER 5 HEADER I 5 b EXTERIOR FINISH +Sr Q O 2X TRIM-SEE EXT.ELEVATION 4 i O �I O4 8 6A.,6ALV.ARE AT = i 5 (5EE FRAMING FLAW ; O5 12"MOISTOP'FLASHING PAPER I O of BRICK WYTHE O5 HEADER-5EE FRAMING PLAN I O SEALANT RDENDIN6 O NON-waavENIN6 4 7 SEALANr (I/4'MAX.DEVIATION .. I SEALANT J O SEALANON-HANRDENN& FROM¢OF WYTHE) ... © SHIM SPADE 3 I 2 b I O 3/4'KEY AT EXTERIOR ______ 4„ 3 O DOOR FRAME I 6 O WATER SHIELD' 9 I O SHRACD'ICE AND WATER' I ANT TER AT O8 DOOR 2 I OH WINDOW FRAME T I O 3/4"KEY H j O9 2%TRIM Z z 9 WEATHER STRIPPING i BEHIND FLAN&EIV CONT. M 5 I O (5EE ICE IOW Z 10 NON-HARDENING I 9 I 2 i o &RAGE ICE i z W WATER SHIELD' SECTION SEALANT O O a a II 2X BACKING OR PLYWOOD Q r F H BACKING AT&RAGE IUD [c] T 4 'ICE i HATER SHEILD' II K r^ 6 �J VENEER ANC+OR ANC.fIOR SPACING: (A O v ) �1 SOLID GROUTED- AIR SPACE- I6'O.G.HORIZ. 16'OO.HORIZ. Z W� SCAtzl NONE18"O.G.VERT. 12'O.G.VERT 61 4p 0AIH� W D2-bD /15/4 [1/20/00 Z 1 3 VI-IC �n-I�a II/20/00 PARDEE /ISAb 1I/2D/DD PARDff �O JAMS DETAIL GARAGE DOOR JAMB 'Z W F•�•-�A A SLIDING DOOR TRAN50M 6 wI H 2X TR M SCALE' _V W >' ? h PEI roN_ n TYPICAL 4" VENEER CONSTRUCTION 18 TRANSOM AT SWING-IN DOOR O O SCALE.I I/2'•r O- WITH 2X TRIM SCALE 3"•I'-0' �� WITH 2x TRIM SCALE:3"•I'-0' WITH 2X TRIM SCALE: 3'•I'-O" w K N F OI 26 bA.G.I.FLASHING 5ET IN MASTIC OI HEADER OI 0/Kill! PLASTER BEHIND SEALANT O O RETURN UP WALL MIN 3' (SEE FRAMINb RAW O/WIRE MESH b 0 BEHIND FLANGE O D O PLYWOOD SHEPJR WALL O3 60 MINUTE GRADE T O3 MOISTOP'FLASHING W 0 p U OBRICK VENEER (5EE FRAMING FLAW S 'D'PAPER SLOPE, PAPER (L . O W D o 6 O VENEER AWHOIRS AT 24'O.G. b O3 26 6A CORROSION �I^,12 "LI (D 60 MIN)TE 6RADE MAX.EACH WAY.PROVIDE O 2X READ RESISTANT PEEP SCREED T'PAPER v, 4 _ _ BLOCKING AS NEEDED. H O 3 (2)PLY 60 MINITE 6RADE T"PAPER I 4 PAPER P'FLASHING 9 4 (5EE ELEVJ Q a p O U PAPER(W AIDE) O4 FINISH GRADE O4 2X TRIM a 4 T 3 3 b U y :n O 5 FINISH GRADE yLOPE�I'I= O5 60 MINRE GRADE OS (5 PIJ.T FURRING SLOE /r J O [z] ,� m O V,PAPER 5 10 (SEE FLtYATIOW 0 lO WINDOW FRAME Y'(/GONT. (— O5 POST \t W 4 SEALANT BEHIND FLAISI (SEe PRAMIN&FLAW (L.Ik N W O O6 60 MINUTE GRADE V,PAPER 2 O AINDOW FRAME W/CONT. 5 F Ob EXTERIOR FINISH II 2 SEALANT BEHIND FLANGE O 2X TRIM-5EE EXT.ELEV. O6 NON-HARDENIN6 Nil W OT SOLID GROUT OR Al.:N•I:C,E I' O yc TRIM T I TFi+ / O 'M015TOP'PLASHINb b SEALANT W H W O p W O EXTERIOR PLASTER 0/ARE MESH �W! O 60 MINUTE GRADE D'PAPER (5EE ELEVATIOW O PAPER(13"WIDE) �i I O BRACE'ICE i _- _-- O v w O W Rai m (Li O 2X FxRIN6 _I j O4 EXTERIOR FINISH I vVATER SHIELD' z O9 61RP r 'ICE M.WATER SHIELD' O EXTERIOR PLASTER, 2 �I F, l5EE FLAW I LAP PAPER MIN 3" OVER WIRE MESH) I z yy I���L 3 _ O 61'a 'ICE 1 F 9O 2X BACKING OR PLYWOOD SO 12"'MOI5TOP'FLASHING PAPER 5 _ z r LJ IV F g�r 4 WO.TER SHIELD'a���� DAGKIN6 AT&RAGET102X BACKING OR RYWOOD FCE 1 WATERBAGKINb AT BRACE 4 4 3 aNON-HARDENR6GE t WATER SHIELD' SEALANTI 'LI�J���I r 2 q 4 - (D , VARIES(SEE PLAN) O� 1' C ���1 5 II 36 6A.b.l.FLASHING I l 3/4'KEY _= OB GRACE'ICE AND WATER' 4 5 aC�JC— 3 (S TRIM,GAT TO FIT - 3 � O 15EE ELEVATION) T - III SHIELD PLAN VIEW STYLE a STYLE G STYLE P 3 ,�� w1aD no 00 VI4C 62-ITV T/ISM& W RI-466 I/10/00 02341035/CIDS 8-I5-0I PARDEE O I I/30/00 STYLE A II 3o/oo � fL T BRICK VENEER (PARTIAL HEIGHT) GARAGE DOOR HEAD _ 15 EXTERIOR PLASTER WAIN5GOT SILL DETAIL POS , JN G.I. CRICKET AT ROOF TO WALL 1 xA E: �2••1'-0' I 1 w 2X RIM SCALE:E.3'•I'-0' 3 O AT•FLAT VALLEY:: $GALE:I'•I'-G7" �� SCALE. I/3'•I'O' "� AITH 2x TRIM SCALE:3.I-0 WITH 2X TRIM SCALE: 3"•1:4• E t(] Q N p 15 OI WINDOW FRAME O O O U M %7 WINDOW FRAME IV CONT. W/CONT.SEALANT POST T 5 < 12 II b D = J �. SYNTHETIC STOW O SEALANT BEHIND FLANGE I4 BEHIND FLANGE OI &RAGE'ICE 1 O VENE£R (5EE FIRAMINb RAW 3/8" O HATER SHIELD' = 3 &RAGE'ICE i WATER SHIELD' O60 MINJTE GRADE �1- O SCRATCH GOAT (5EE FRAMING PLAW O T R ,3 Z O2 M015TOP'FLASHING vJ O O !'M D'PAPER \\�J 3 BIRO✓N GOAT O/ O3 PLYWOOD`SMEAR WALL LAP PAPER MIN.3" PAPER(13"WDFJ IY w^ O3 EXTERIOR GRADE O3 N015TOP'FLASHIN6 PAPER I O3 WI MINUTE GRADE T! J Q O T O3 60 MINUTE 6RADE O3 2X JAMB TRIM 3 I &/1LDItLG PAPER V _ T'PAPER O 13 O4 60 MINVIE BRADS D'PAPER 1 W a— n V) 5 PLYWOO 4 MOISTOP'FLASHING O3 PAPER(12,WIDEJ ® O4 3X TRIM T O C6 4 2X FRAMIH& I= F O =YAP 9L� O 10 T DE 9 4 5 O 36 bA.G.I.FLASHING O SEALANT BEHIND FLANGE b T (SEE ELEVJ 6 Jcm O5EHEADER XTERIOR PLASTER 5(MIN)�— I '6 O5 FINISH GRADE 3 S T'PAPER 61� 3/D' O AT I2.�OG".6TO LEDGER 4 O 2X TRIM-SEE EXT.ELEV. O O/WIRE MESH 2 ABOVE b EXTERIOR FINISH I i 5 (5EE FRAMING SLAW 5 b BEAM(5EE SLOW b PR/T/IDE PEEP HOLES 1 O 15EE ELEVAnOW i T 2X TRIM(5EE ELEVATION) 8,\ '� II O 6RAGD'ICE AND WATER' 3 ; O SEALANT 4 0 O O O O _ FRAMING FLAW O &RAGE"ICE i WATER T (S TRIM OD 3%LEDGER W/I/3'O%5' 4 T 2 C Q OSHIElD' LA6 BOLTS MI. O.G., 4 12"T-1015TOP'FLASHING T BRACE'ICE s I T 5X BACKING OR RYWOOD 4 BAUCIN6 AT&RAGE 5 i 1 O �FURRING _ _________J STAb6ERED MIN.3 VERT. L/�- 1 .) 'ICE i WATER SHIELD' PAPER 'I WATER SHIELD' 3 /y� I -� - � (5EE FLAW --- - --- - - _ PO 3X4 SPADED DECKING I= OS POST(SEE FRAMING FLAW II I W b 1 qO &RAGE'ICE i 2 II j WATER 5HIFI n, 10 EXTERIOR RASTER O/WIRE MESH Y O SEALANT RDENIN6 I O E I O II 2X 51 INS,OR PLYWOOD SEALANT 10 NON-HARDENDING SEALANT BACKINS AT 5 T II 2X BA.CKIN6 OR PLYWOOD 'ICE i WATER 9HIIELD' IT 16 O 2X TRIMMER 6 6 1 1 O EA"N5 AT&RAGE O O HOLD TRIM BACK 3/H"(2) 5 j - WAHIELD' 12 3/4'KEY 'ICE 1 TER S 4• 10 4 _ . 5EE PLAN 1 W 3/4'KEY AT EXTERIOR 13 FOAM TRIM,SLOPE TOP MIN, 2 3 4 6 O Z PLASTER NON-HARDENING 3 2 3'b PGF)O/BROY'W COAT (14'MA%) V V/ Lo I-V SEALANT AT 510IN6 SEE PLAN 14 GLASS FIBC-R MESH la GUT DRIP M n MOD. 13 2X TRIM,OJT TO FIT O/PRIMER ADHESIVE FRONT m \w W l5EE ELL TO a,MIN) IT SHAPED WOOD CORBEL P3-I2C WI_246 12 /O 00 h ��5 � • W /��2\� 62-10D O T/ISM& 0 W U� T3-SC �`D/35/03 II/30/00 IS COLOR COAT N A-15 EACH SIDE II/20/00 PARDEE 6 11/20/00 PARDEE/02302256/020D5 X U ION POST TRANSOM W (121 CORNER MULL (POSIT) 4 EL . , . SLOPING EXTERIOR FEASTS R WALL 5YNTHETIG STONE APPLICATION GARAGE DOOR JAMB 16 WOOD POTSHELF WITH GORB $ W 3X RIM SCALE, SCALE:1 I/2'•I'-0" 2� AT CONCRETE SLAB SCALP:3'.I'O' 2� NTH 3X TRIM 9GAL@�V.1.1. SGA1-E, V2"•I'-0' WITH 2x TRIM t TRIMMERS SCALE: 3"•I'-0" EXTEND OI 2JQ BLOCKING Oj 1/4'HARDWARE CLOTH 5 O (SEE TRIM ELEVATION) O •LEANING T MI 2•PAST O ROOF SHEETS(SEE 9ITRLICTU b- AF mpES) mN O DEDkSNED WOOD TRU'S m O 0-WIDEAST 30JOI lb. PELT ur 6.1.DRIP OI 26 6A.6.1.PLASHING O7 MNOEKLAYFENT(3O b. Z IX2 TRIM STAPLED TO BACK OF 2 5/0'R5 CCX EXTERIOR PLYWOOD .•�� !. \\ .� 'jy (MM.SHAPE 2.I2) AS.T.M.FELT MIND O (SEE ELEVATION) 2X BLOCK 2 1 O 2X3 TRIM I O2 5/9'R5 CLX EXTERIOR PLYWOOD O 2X STM5 AT 16'O.L. O 51EATNING AT OVERHANG OR IX SHIM-AP�D ROOF SMATHINS W/Vb•GAP EETWEEN ' O3 504PPER AT SAVE O SPLASH DIVERTER O ZX BARGE(5@ ELEVATIONI O VENT BLOCK HOLES `.!�'R- (SEE ELEVATOW SHEATHING AT OVERHANG OR 1%SHIPUP O EXT.FINISH O/60 MINlTE GRADE D' O 3%FASCIA W TRIM OVER SHEETS(SE£STRUCTURAL HOTEB) O LINE OF FLAT VALLEY BELOW O9 30 b.SWEAT SHEET MIDER O 1 FOR SIZE AND ELEVATIONISEE BELOW N6) _ _ O PRONT O TRIF.fiES OR RAFTIELS(SEE PRAMRJG) PAPER TO UNDERSIDE OF SHEATHINS (S@ ELEVATIOW(OPi.SHADOW O DAVE RISER PUSHING(MIN%'WIDCJ 4 EXTERIOR WOOD SIDING (NOTCH AT LODKOVT5) BOARD-SEE ELEVATION WITH VEEP HOLES 4O LINE OF ELOPING VALLEY BELOW O O SEALANT O O9 I DYER LNDERLAYMENT W b. DELETE IX AT 61JiTER C.OND_ ,J`il7�2 10 CONT,SEALANT 3 3X���� ( 4 2X4 LOOICOUfS PLAT AT 24'OC. A9.TM.PELT MIN) 7 1 S / W ELEVATION AND SECTION . - O5 CLEARANCE PIER BIDING O4 3%BLOCKING(SEE VENT BLOCK DETAIL) O ROOF$1!I'THIN6 VIEW BELOW) _.+M MPR.R6TRUGnO1L° 4 5 SO IB'WIDE 30 Ib.PELT b'PAST JDIM O 15N.RCOP SHEATHING TO BLOCKING bO 2X4 AT 16.OC.(AS REQUIRED) 2 O4 INSLU.ATION(REFER TO ^\ PV r' OS &RrXT PINISN A ER MIN/TE 3 ENERGY CALCLLATIONS \ 3 4 b GRADE D'PAPER BY OTHERS) SEE ROOF NOTES I TWl56 OR 2 RAFTER 3PA4E5 OO BETWEEH 4 I('.'OU�S.T�M FELT MI'NJ 4 OS PROV APPROVED IS-MAX.OVEIRRAN6 IO ROOF FRAMING MEMBERS RI15sF9 OR RAF b (TTERS) EAVE AT TRU55 PTo PREVENT EAVE w HOLE FROM BEING BLOCKED y 44"" W. �Ea. y50.. y 44 BY INSULATON. a / b OR 2X R WOOD TRUSSES I I I I ' I I I T F7 OR 3%ROOF RAFTERS ® (2) ® 5 9 6 4 4 aaaa a a a a a a a \ 4 3'DA ELEVATION AT HOLES I2 3 N. 2 4 9 6 3 5 Q WV AT E//CLOSED SEE RAKE DETAILS FOR 5 `' 1 USE I�FOIWMTION NOT SHOWN RE T2 30C 2 T2-2-A EPEE METAL T -1-2- SEE ROOF NOTES FOR DIMENSION RI-TIC U /. 11/20/00 II/20/00 PARDEE &)"b FARDEE D/3/46 .2 hk \.LV ICZti RAKE TRIM AT FLAT LAP SIDING CORNER TRIM /y� RAKE DETAIL EAVE AT TRU55E5 1 x SCALE, /2'-I'-0' 1 - SCALE:3".I'-0' PUT CONCRETE TILE SCALE: I/2'.1'-0- FLAT CONCRETE TILE(PLUMB CUT) SCALE:I I/2'.1'-0' aaaa a a a a a a a Q 5 6 9 IO T OI 2X BLOLKM6 OI 2X2 BLOGKINS OI MIN.26 A.b.1.(U PIECE FLASHING OI 2X RAFTERS(SEE PRAMIN6 PLANT OB ID'WIDE 30 b.FELT LNDER 6.1.DRIP t\OA����µµ 4 6 (IF USING 2 PIECE PLASHING, b'PAST JOINT O 1X2 TRIM VfJ\t NyN!' L1Y-Y) O 2X2 TRIM MIN.2'LAP APPLIES) O Wb'RS LL%EXTERIOR PLYWOOD 5ECTI ON 'A-A' (SEE B EVATION/ �\NStRg Br (SEE ELEVATION) SHEATHING AT OVERMANS OR IX SHIPLAP 9O 2X ST OS AT 16-O.L. URr QN 3 O EXTERIOR FINISH U O OF IA Al TRIM OVER ROOF SMATHNS RAFTER TAIL cJP O3 2X BARGE(SEE ELEVATOW O3 IXb CONTINU (SEE ELEVATION) SHADOW O SHEETS(SEE STMC ITLRAL NOTEW O4 EXTERIOR WOOD SIDING EAVE AT CONY. O4 EXTERIOR WOOD SIDING MEMBER OELETE IX AT 6LRTER 1 8 BOARD-SEE ELEVATIOW O4 FRAMNG COND. II 6.1.PAVE FILLER 2'X 2 1/2'X 6' 2 (SEE FRAMING RAW WITH ME"'HOLES V 6"MIN 3 E]. Ea, Ea, E0. 2 „ O 2X BLOCKING(SEE VENT BLOCK DETAIL) (OR TYC P15aw 1 SO 2X SOLID BLOCKNG O MI O/EXT.FINIG .� 1 2 Z 5 . II 60 WTE 3 bO 2 LAYERS LNDERLAYMEHT F GRADE'D'PAPER q (a 2 (3)2 I/2' ® ® (30 b. ROOF FELT MIND tG dz VIA.HOLES LA LA LOW ROOF AND y 6 O6 2X CEILING JOISTS(WERE OC/.I1R5) ll.YEAGK AREAS 4.MIN TI� 4 HE O ROOF SATININ6 WV I/a"GAP ONTO 3 O (30 LATER S.T.M.FELTMM NJ SECTION ELEVATI�ONAT SB, ( b [F� Tv�L NOTES) . IR M�� 7� CONV INC'7 Oa 60 MINITE GRACE D'PAPB2 - - - - - - - - 4" C 4 NOTES: L 1 b I. SEE GENERAL NOTES AND PLAN SPECIFICATIGNG FOR O W/ 600 OR z F� w VENnUnON REOURBMENT6. APPROVED Ed1AL � 2 Z 7 W 2.EACH BLOCK PROVIDES APPROXIMATELY 12 50.INCHES OF 0 INSTALL 2X 3 VENTILATION. BLOCK.WHERE F� 0 STUD SPACING C 4 Q 3.MINIMLM BLOCK SIZE 2 X 4 X 14 V2'. EXCEEDS*-OC. b I4.TRUSS FRAMED AREAS-I VENT BLOCK AT EVERY THIRD BAY. 4 T 5 5 � N 0 SEE RACE DETAIL$FOR SEE RAKE DETAILS FOR 9 LL INFORMATION NOT^fOYN 5.CONVENTIONALLY FRAMED SLOPED CEILING AREAS- VBLf 1WORMATION NOT 540 M ROOF NOTES FOR DIMENSION O z w T2-31C BLOCK AT EACH BAY. RI-46C T2-26C RI-26L RI-12r- 'A' 'A' HERE II/20/OO 4/90/02 � 11/20/OD PARDEE 613AD PARDEE 6/3/40 Z Q• I r\A EAVE TRIM AT FLAT LAP SIDING 18 EAVE VENT BLOCK DETAIL 14 RAKE TRIM AT BEVEL 510IN6 10 ROOF TO WALL FLASHING 6 EAVE AT CONVENTIONAL FRAMING 2 W p w SCALE.I I/2•.I'-0• NO SCALE xALE� V2'•I'-0' FLAT CONGIRErE TILE SCALE: I/2'.1'-0' FLAT CONCRETE TILE(PLLHNB CUT) SCALE:I I/2'•1'-0' O `d ZD WL r 9 5 6 OI WNDOW FRAME ILO COW, 1 OI 2X BLOCKING OI EXTERIOR FINISH OI MIN.2D 6A.G.I.VALLEY FLASHING W/ O5 PROVIDE NAILED GLIFB EA. p 0 2X FRAMING AT 16'O.L. SEALANT BEHIND FUNSE 6 O 1 O INSTALL ZX BLCGKBJ6,WERE MI D CRPMPI DI? E5 SIDE Or VALLEY METAL(24'OC) LL z 2 2X2 TRIM �3 GYPSUM WPLLBOARp O MO15TDP N-A5HIN6 R (SEE ELEVAnO) 5T)D 5PACING F%CERDS Ib O.L. 6 y� NOT' 0E1 4 PAPER(12-WDFJ O I DYER M BRUYMENT W Ib.A.S.T.M. 1.REMOVE PORTION OF TILE HEADLU6 6 O 3/b'X 3 I/3'LAG SLREJNS Z_ 3 RAFTER TAIL 3 MIN.26&A.6.1.(U PELF PLA5HM6 FELT MIN)O/VALLEY FLASHING P44M TILE RESTS ON FETAL PUSH'S. W 4 TIHROIkSH BLOCK TO STUDS 4 O EXTERIOR&RAVE PLYWOOD b 5 O 4 ?$ O O (IF U5M6 Z PELE PLASHING. WEAVED METHOD TO PREVENT WATER DAMMING. ILO $ O QN O4 2X4 LIDbHt - - -_-- EXTERIOR WOOD BIDING MIN.2'LAP APPLIES) 2.CANT BALK BIRD STOP W nj W O !+ 4 �_ O EXTERIOR PLASTER O3 FRAMING,MEMBERS(SEE FRAMNG PLAW b'MIN.GLR � � Q E•I FLEXIBLE O/WIRE MESH - O EXTEND PAN I•PAST EAVE 2 U' to �6 -------- SO GRACE'ICE R WATER SHEILD' 11 O COMEGTIONS 3 OR 3'ONTO TILE O4 ROOF SHEATHING W I/B"GAP BETWEEN J W r'7'•i V N < '�"' VIElf 9 LAP PAPER MIN.3" SLOPE•1'.11 + 5O MIN.26&A,6.1_PAN PLA5HIN5 3 n g SHEETS(9E[STRUCTURAL NOTES) W 7 d q I O () S� bO 60 MNfTE GRADE + + YL I'CRIMPED EDGE ]i J (s�7 a \ I O WATER NEATER 7 D'PAPER T 3 O 60 MIN)TE 6RADE D'PAPER 10 F a y. c� O / \ O FLEXIBLE bA9 CONNECTON O _- 2 O 1 W N+ 2X6 MIN AT 16'OC., II T ROOf 9HIFJ.THIN6 W//b'GAP HOLD OFF 2' 9 2 4, R. • F W r O t a �. O9 MIN.26 bA. I/2'WIDE UP AND SPIKE BETWEEN SHEETS(SEE O= y pp, O 0 &ALVANIZED FETAL STRAP 4 W/(3)I6G NAILS 13 j STRIX.ThIA.L NOTE^L) a '__\_ MIN. /. Q Z v 14 OR LALIFOfW1A 5TATE O FOAM TRIM:SLOPE ' O - Z ARCHITECT X NI EARTHQAKE STRAPPING (MIN 3 Ib. LF) D PRODUCT O/BROW COAT Y �� 4 O Z LAYERS MlDERLAYMENT S TM FELT 10 19'HT.MIN.WM PJ.TFORM D f O fit..A%FIBER -_.. _____ (30LOWb. ROOF AND MIND T MIN. (SEE FLAW O/PRMER ADHESIVE 4 LAYBACK AREAS 4 S VARIES(SEE RAW II WATER TIGHT PAN BENEATH O 10 COLOR COAT 2• 4- 6• 10 SEAL EDGE W/ROOFERS MASTIC 5 4 5 5 2 W� WATER HEATER LOTH DRAIN 5HIAPED FOAM CORBEL-I-21b.-1 TO EXTERIOR PER LPL 540.1 II O/BROW COAT b NOTE' PLAN VIEW REMOVE PORTION OF TILE L FLAG �1 O GLASS FIBER MFJ'H WERE TILE RCST•i ON FETAL FLASH'b. c II O/PRIMER ADHESIVE TO PREVENT WATER DAMMING. BQ REpUI D AT TILEY 0 SEE RAKE DETAILS FOR MOD. H80R4ATION NOT 51101'M TRANSITION H\N. O RI-4T8 13 COLOR COAT P4-4C � T2-7TL RI-2x 3 \\' RI-240 II/20/00 ID2$/LI506 11/20/L0 II/2O/00 PARDEE D/3Ma PART` T/OM'1 O W 11 rn 11 �I�BY IP'G rANAPTec s ! a 6.1. CRICKET AT FLAT VALLEY 23 �SRAPPINGSHALL D EXTERIOR PLA5TER POTSHELF� /2. 15 EAVE TRIM AT BEVEL 51DINGSCALE. -0 11 ROOF TO WALL FLASHING YLEe 7 VALLEY FLASHING 1I/2•.1'-0' 3 � N o a xALe.I•.r-0. WA BE AT POINTS WITHIN THE UPPER p Qi ONE-THIRD(t/3)AND LOVER DIMENSIONS. aF ITS E LOWER L R oIF8N510N5.AT THE LOVER POMT O WINDOYN FRAME W/CONT. OI (U DYER OF 30 lb.FELT O O Q N MI A MIN.DISTANCE OF FOLR INCHES 5EALANT BEHIND FLANGE J U Q SHALL BE MAINTANED ABOVE TIE O O3 I-UNDERLATMENT('30 Ib.A-.--. = J � CONTROL5 WITH THE STRAPPING. m�^ O I EV 2 ( DYERS MIDERLAYMENT FE.T MIN)CARRIm OVER AND UNDER ZK NAILER ELL.v.VIEW (30 b. ISIOOF PELT MIND LU PER UPL SELL.510.5. �W.` �+ AT LOW ROOF AND O 3O FRAMING MEMBERS(SEE FRAMING PLAN) LAYBACK AREAS 3 O ROOF` l.THIN6 WV Va"GAP 1 2 =Z co Z O3 EXTERIOR FNI5H BETWEEN SHEETS(SEE OMIN.26 bA.6.1.(1)PIECE FLAMING 10 F STRUCTURAL NOTEE) W 3 , 4 3 (IF U51N6 2 PIECE ri-MHIN6, 4 Oco MIN.2"LAP APPLIES) n_ CL go O (SEE F SR 6 FEF _.,p t\ 7 O (SEE RAMM6 PL.AW MIN. O6 2X' LID M OCKM6 j 9 T O IX6 CONTIN)OU 5 O Ob MOI5TOP'PUSHING PAPER M 6 (12'WIDE) W 9O ROOF SHEATHING YW 1/6"6" O BETWEEN SHEETS(5EE 5TRUCTURAL NOTEm) 10 60 MMTE&RAVE r D'PAPER 9 b 4•MIN. 4'MIN 4 3 o V. 6'MAK. 6'MAX ROOFER CEMENT CARRIED 4 M U oc TOP VIEW MI-0B RI-Ix O/NOW ENDS of EACH RI-31C R X E W I/20/00 PARDEE 8/3/4D PARDEE RIDGE TILE. D/3AID Ij V Z V N • 24 WATER HEATER BRACING 20 (16 12 ROOF TO WALL FLASHING $ RIDGE GAP 4 z Q �W SCALE.I'•I'-0' AT WNDOW SILL(TUT CONCRETE TILE) SCALE,1 1/2•-1'-0" FLAT CONCRETE TILE SCALER 11/2'.1'-0' O m M O Him—mAn W/CONE.5EALANT 0I 2X FUWN6 I OO 2"TRIM SEE ELEVATION O 2%2 BLCGK - 0I I/]'DNA.A.I.GARS BEHIND PLAN6E 3 (SEE ELEVATION) O IX6 OR IXH IV 1/4'GNAMFER AT INTERIOR O 60 MINUTE GRADE O DECORATIVE MOIIHTINb FLANGE OI EXTERIOR PLASTER r t \� z OTH016TOP'FLASHING 5 O3 2X TRIM(5EE ELEVATION.) AATOOUP' EDSES�CHAMFER A 9'PAPER I 9O LINE OF-]'WALL REGGE�b O/WIRE MESH PAPER(12'WIDE) 4 O O O HATER'ICE t 1 • 3O 6).STARTER. BOARD O/ KV. S I EH 3 I�RIM 49�SURROUND 3 F2X4RO HINV R TO SLOPE AWAY 6RACENUTTER 9HICLD' S STARTER BOATEI YV 1 HIDE, 1 V O3 60 MNJTE 6RAOE 10 a FROM WINDOW FOR pRAINAbE I 3 60 MINUTE FAFCR le'WIDE,OVER b'PAPER q O '/2"PLYWOOD 6RA(R'ICE AND HATER 5"1 U O4 CXRRIOR SIDING 3 O4 SOLID GROUT OR AIR SPADE O $c SEALANT AT SIOIE%TERIOR PLASTER 1 5 2X6 TRIM 2 4' BEHIND 2X LEDGER , O II 12 O MDO PLYY/DOD f__ _ ___, O 3O 'TRIM.'DEGKIN6 a a a a '•`-♦ V 5 2X PURRING 5 26 bA.6.1.FLA5NM6 O (SEE PLAN) 13 T O SEALANT II O 1___ _____1 2 O ExTCRIOR FINISH T 2 O4 JOIST NAN6Eft 2 3 6O EXTERIOI'llR GRADE O 26 PA.6.1.FLA5HN6 3 O PROVIDE SOLID B NP O LOWER BOARD&RAO 'ICE 4 HATER SHIELD'- AVOID FALSE 4 5 BOLTS,PER STRUCTURAL, It O PRE-DRILL t CAULK BOLT `W OO 60 MINUTE GRADE O EXTERIOR PLASTER O/W IRE MESH ',,. O 26 6A&.1.FLASHING NOTES PRIM TO INSTALUTION e T HEADER --1 Q b'PAPER H (SEE FRAMING FLAW p I =i qO gLOGICIN6 AS REQUIRED 5 O 60 MINUTE GRADE'D'PAPER >� 9O 2.TRIM Ob 2X DECK, i5T SEE STRCT. 4 Q. O 7X TRIM W/3/4'KEY 3 i O T W 10 PLASTER AT EXTERIOR O KVY-b 1R YV 9TKG0 A 3' 10 M.O,K NS AS u-( W b 2 ZZ qO NON-HARDENIN6 SEALANT F II 2.4 TRIM W/STKGO KEY O H � SEALANT AT$IDM6 �e�AL� ��� H FLOOR.MIST,SE:9TRULTIR,AL 10 < IO 6RAGC-IGC t I Z I2 VENEER ANGIaRS AT 24'O.G. LS TRUSSES BY On1EAS a COATED TO INNIOIT COIRO]ION O WATER SHIELD' 8 MAX.EACH WAY ______ 10 C •ALL DM.ARE FMI5N DM5 9 FETAL THRESHOLD II 26 6A.6.1.FLASHING q b r__— - j 9 9 •HOLE,cNAK Aln SLAG ALL 10 WATER SHIELD' T b a a a a a a a a a a a ✓ � _ 3 LA6 BOLT Pt En¢AnwL9 .177 17 •cONTRAGrCR TO FRO✓IDE 2X SAf KING OR PLYWOOD 10 3 •yP pRAWIN..FLR I�vIEVH aY `� \1L Iv II 60 MINUTE GRADE A DAGKIN6 AT 6RACP 4 I I APLHITGT. ______________I b'PAPER 'IOC t HATER SHIELD' 5 2 EOIBTRLGTIOIL e b 13 2X TRIM(SEE ELEVATIOW MOD. I MOD. MOD. dj W2-120 A SECTION AT Wb25 T2-35G 2 HE 51-20G 02502256/D21O 2T 11/20/00 b e 02302 /B13DT SHUTTER LEDGER 10/DO/01 0230225ZG9DT V24/03 02302256/BSDI 3/20/02 PARDEE 1/4M4 V HEAD AT FURRED-OUT WALL 3 SHUTTER DETAIL GABLE END TRIM DECORATIVE W.I. AT RECESS 5 DECK DETAIL AT 2ND FLOOR WITH 2X TRIM AND SIDING SCALE:3'•I'-0' 1 b SCALE:I'•I'-0' 1 SCALE,I V2'•I'-0' (9 N.T.S. v AT AL.5L.DOOR ONLY SCALE.1 1/2••I'-O- 1 ®a a a a a a a a a a 2 OWINDOW FRAME 2 3 OI 2X6 FRAME 9CC ELEVATION OI WINDOW PRAFE OI NESCO FALSE CLAY TILE OUTLOOKER Oi EXTERIOR PLANER W/COW.SEALANT T W/CONT.SEALANT (3 PIECE5,b"DIA.1/2 ROUND) � O/WIRE MESH BEHIND FLANGE O LOUVER BOARD BEHIND FLANGE O _ A 3 1 6 O ROOF MATERIAL- ELEV. 3 O 6.1.ST1CG0 SCREED PA IPER(12'wIOV 6 6 O FROM WINDOW FOR DRAINAGE O PAPER(1(12"HIDE)I� 2 3 EXTERI OR PLASTER 3 ..I.FLASHING O/2x3 YV STARTER BOARD -LAYER ���•���111 3O 60 STARTER GRADE ..\ T-I O4 by MINUTE bRADE'D'PAPER T_-_ __-__ I O3 6p MIWfTE bRADE g4 &ABLE END TRL-5 OR 6 W MINUTE PAPER IH'WIDE,OVER b'PAPER `--'-JV - ( 15 -- b'PAPER _ BALLOON WALL-SIT FRM'6. &RAGE"ICE AND WATER SHIELD' II I OS 26&A.6.1.FLASNM& I 5 BEHIND 2X LEDGER O4 EXTERIOR FINISH 11 II - O4 EXTERIOR PLASTER 1 Y Q5 2X BLOCKIN&. 2 pS 1_ . bO O 6RAAGE'1LE t WATER SHIELD'- O/ARE MESH I„12• I F 2 O4 'TREX'CEGKIN6 J 5 2X FURRING(SEE PLAW 1 I i 1 PROVIDE 50LID BACKING 2 GRACE ICE t WATER SHIELD 3• 2 I f 1 O 2X FRAMING _ _J I F SO JOIST HANGER 3 4 (a bO &RAGE'ICE R WATER SHIELD' I lO EXTERIOR FINISH (SEE PLAN) - j in O 60 MIN.&RADE'0' l LAP PAPER MIN.3" I e I BUILDING PAPER b BOLTS,PER$TRUGTLRAL. ,9� STUCCO KEY AT EXTERIOR PIASTER Z Ob PATER'ICE t r ) O PRE-DRILL R CAULK BOLT O 2X V4000N5 OR 10 I < _ I SEALANT AT SIDING O WATER SHIELD' p HOLES PRIOR TO INSTALLATION PLYWOOD BAGKINP S 9/e• N LAP PAPER �! O \J 5 AT 6RA4E ICE R MIN.3' I T 2X DECK JDIGT SEE STRUCTURAL WATER SHIELD' J 12 _ I 6 O 2X BAOCIN6 OR E O 2X LEDGER W/5T1000 •y r l O8 (S TRIM,SLOPE TOP 7 -- PROM T - PLYWOOD BALKING T KEY-TTP 0 C (SEE ELEVATION) 3EGTION 4 AT 6RALE'ICE R Y 10 TYP. b O .4 3 I x V5 N.T.S. 4 HATER SIEILD' 9O FLOOR JOIST,SEE GTR.GTURAL 1yy VI O NON-MARDENM6 Z VOL2X4 &RAGE ICE 6 RMN& 4 --_--- 3 WATER SHIELD' 10 S 7 O SEALANT 6 T 5 OH 51LL II 10 ' t W N 10 26 6A 6.1.FLASHING O 8 3 O AND METAL CLEAT q FOAM TRIM,SLOPE TOP O II 60 MINUTE GRADE 11 3 3 O (MIN.2 Ib.PCP) 3 Ll 11 Il ll TJ'PAPEit II H ' O/LIrE OF FLASH"INFLASH" BROWN GOAT 4• 2• U AT SIDES V 6LASS FIBER MESH (/)0 12 3/4'KEY AT EXTERIOR - 4 O/PRIMER ADHESIVE PLASTER NONiIARDLR11N6 MOD. -' = SELnaN AT rTon SAME END e, 6. Hoo Z $L W SEALANT AT OIN& W2-2.0 " U-'GG A YO-15 I I DOLOR -Iq OR GOAT N-IOD Ill 51C O- 02302256/D2201 Ill :�: Ill OTTER LED6CR IV20100 O . q/02 0550]M2.LSO5 I/q/03 PARDEE - 1/4044 Z ai 02502252N12D2 SILL AT FURRED-OUT WALL 22 COLUMN W/ BRICK VENEER 18 SHUTTER DETAIL ("� SILL AT FURRED OUT'WALL 10 CLAY OUTLOOKER5 6 DECK DETAIL AT 2ND FLOOR 2 (If p WITH 2X TRIM SCALE:3'•I'-0' SCALE, I/2'•I'-0' SCALE,I'•I'-0' 5L "I' '9'TILE 1 1/2'•1'-0' SCALE:I I/2'•I'-0' Z OI WOOD FRAMED SHUTTER SEE ELEVATION OI 2X STUD WALL W 0 ORMOO o m O2 STUCCO KEY O2 EXTERIOR PIASTER lO LINE OF-2•RECESS EXTERIOR PLYWOOD YA OP Imo- �� z OA r O/WRE MB5H BEYOND O2 EXTERIOR GRADE PLYWOOD ~ OLw 3 2X4 MGKIlM TO SLOPE AWAY 3 _.. Q' N FROM WINDOW FOR DRAINAGE I O 6O MINUTE GRADE 2 O I/2'W.W I.BARS 3 IX4 TRIM 6 3 12 4 2 4 O O "' V (BEVEL TOP 1/2•) T_____ _____ ____ D.PAPER, O IT X q•X I'IN.I.� ILL 4SEALANT DE �•. W N 9+ RO g O4 60 MINUTE bRA b'PAPER I TR O FOAM IM SLOPE TOP 3 0R APPROVED EQUAL OS 26 GA,6.1.PLASHNS I 0/'BROWN GOAT 6 EIS 4 DECORATIVE MOUNTING N '>rNPLATE AT EACH BAR 61'ICE t WATER'5H1ELD &LA55POMMESH PROVIDE BLOCKING INS 60 MINJTE GRADE D'PAPER q PROVIDE SOLID BACKING O/PRIMER ADHESIVE 5 WALL OIXD TRM 10O EXTERIOR PLASTER O/WIRE MESH COLOR COAT2X BAGKINb OR PLYWD. IH&AT&RAGE''CE D '2 9 Tro' 5 BACK JIF,- , a�R R WATER SHIELD' T Wri > T D 26 6A.b.l.FLASHING O� y� l 4• 10 &RAGE'ICE R HATER SHIELD'. Zs IRA T 4 II 2%TRAMNG AT 16"O.G. 4 e ALL METAL COMPONENTS TO 5 BE TC TOIgD OR 12 1X4 TRIM BEYONv 11 PLAN NEW POST AT BOTTOM RAIL O ITIERWIS 2 COATED TO INIII&T LIAR 13 1x4 TRIM 6 3 3 •GAILK AND SEAL ALL LA6 (,a 3 i i SOREN PENETRATIONS1-0• 12 O 'TREX'2X6 RAILINS GAP,ATTACH H •CO OV CONTRACTOR TO PRIDE b PER MFR.51PECIFICATIOHS Bc�YaARGHITEC AND BUILDER C IL 2 O IX4 NAILING Sm, PRIOR TO ONSTRUGTIO 0 O 4X4$45 POST AT 4'-0' 1 O BI-IB KIDMAX.O.G.MA A V2-LOG AT STUCCO T/IMH 41T-0IIbD/GTI-D4 10/IT/OI 3302256/AIIDT P VIEW 1A4/� O4 2X6 Sf5 BOTTOM RAIL p O L3 5HUTTER DETAIL 19 FOAM TRIM AT EXTERIOR WALL 15 UGHT IRON REGES5 11 b 2X2�5 BALUSTERS 5FAGED 2 °a rI2� 3 Tro' S W N xALE.r.r-o' SCALE:I I/2••1'-0• 5G,1P:1 1/2••ro• v O TREx vEucIHG � � 3 E V)O N O2x DECK JOIST(SEE FRAMING) N�N OI THRESHOLD-PROVIDE BITIMUNCU OI -2"RECESS O O Q COATING TO ISOLATE THRESHOLD 14 O DROPPED BEAM(5EE FRAMING) U FROM FLA5HING PER C.BC.200+3 (D I'SO.Hill IRON BARS 6' 4 = J W. O26 bA.b.l.FLASHINb 3 3 O 9•DIAMETER DEG ,-E FLANGE O (SEE O/PRAMIN"b)M'3AMm 2 J 0]J Q 2 4 2 AT HORIZONTAL BAR Elm 2 W O NO INS SEALANT y 5 O ATD AFETEit BADEGORATVE TINE FLANGE Y 11 1O (P T EPLN � 12 -0/2-1?IA.MV.TH1llU a) =Z� O4 2X W11Lr5PAGED Y1 _ V _o a O TREX'DEGKIr1G _ II WOOD POST(SEE FRAMING) � � �� o O 2%3"TIRE%'STARTER O b 2X LEDGER 12 POST AS SHIOAN ON RAN 00 J (SIB FRAMING PLAN) _ = VIEri T o N OGRACE'ICE 9 WATER SHIELD LAP PAPER b MIN 3' T OB JOIST HA iT 4 (SEE FRAMINGMINS PLAN) /ems $EGna vl 2 W m 9O DECK JOIST ��q I 3 10 r (SEE FRAMING FLAW �-J 10 5/4'KEY AT EXTERIOR . TO G�ol'wHpel�r CORROSION.l - 2 13 Nore: H A5 FED SEA 1 H FLA5TER NON-HARDENING ALL HANDRAIL EOMPO Arm a p' SEALANT AT SIDING 10 a LAIILK AND SEAL ALL LAb ANCHORS TO BE DESIb11JED NED AND 1•Of Q$GREW PENETRATIONS. K - INSTALLED TO WITHSTAND A MIN. II EXTERIOR FINISH II LOAD OF 20 Ibt.PER LIN,FT. 13 60 MINUTE&BADE D'PAPER 12 ORA'RN6 FOR REVICONTR-4;TOR TO I EW O - APPLIED NOR[ AT RIGIrt II C uj BT ARGHITEGT AND B1ILDER Y _ _ ANPLES TO THE TOP RAIL. %ry^� (T�1 LV V ca 13 FLOOR JOIST(SEE FRAMINb FLAW PRIOR HI GOT AN OUIL - 4 -� III -I MOO. MOD. T �'�' 14 HEA.THER5TRIFFIN& DI-22D NEW '11_= i J_ - - GI-4G 51-45G � �� � W I0/Ie/02 2502236/Al2DT FRONT VIEW 5 3n2ro3 o23o225bicev1 - T/2s/o2 FARDEE ro13 0 x N ■ 24 (20THRESHOLD AT SWING-OUT DOOR 16 UGHT IRON RECESS (121EXTERIOR COLUMN PAGING 81 WOOD RAILING AT EXTERIOR DECK 4 gm Q Lu III AT 5EGONO FLOOR SCALP,II••1'-O' SCALE:I In"•I'-0' DROPPED BEAM SCALE:1 1/2'•P-O' 0 UENERAL REQUIREMENTS GENERAL REQUIREMENTS 55 0ALiTYASSJRANCE 6.Q FOUNDATION o.oDESIGN CRITERIA 23 All foundation plates or sills,sleepers t any other framing member In 522 e IS pipe shall conform to ASTM A53,Grad (F9=36 ksU. contact with concrete or masonry,shall be pressure treotod wood of the 55.1 The Quolit Assurance Agency(as owner's representative)shall submit the e,l All continuous exterior foot) to have 5/6"dia.x min.12"anchor bolts with I.O Work performed sFall comply with the following: ^9 10.1 SOILS same species t should be marked or branded by on approved agency. 5.23 Structural tubing shall conform,to A5TM A500,Grodo B M9=46 KSO. Following 1 ems: 2"x2'xll"plate washer,min.1"embedment Into concrete,at 12"o.c.unless Foundation engineering has been predicated on data and recommandallons 1.1 These general Recquiraments unless otherwise noted on plans or As on alternate,use a layer of 22 gauge sheet metal batwoen the sill 52.4 All structural welding procedures and matorlals shall conform to Building -Qvollfication of QA Agency's management and OA porsomnal designated noted otherwise on plans.one anchor bolt should be located max.12"away contained in the soils report specifications. and concrete/masonry. for the project, R Code,Section 2209.All welding shall be by the submerged arc process From the and of the sill plates.min.(2)A.B.'s per sill plate per shear panel. PACIFIC SOILS EN6INEE IN6 INC. 12 Building Gotle-_��1 GBC____________ 2.4 Stud walls a endlevlar to a concrete or mason wall shall be bolted to g by og -QA Agency's Written Practice,as defined in FEMA 353 Section 6.2.1, SOILS REPORT NO.400647 DATEi 02/22/2003 9 using E10XX-low dr an electrodes,unless otherwise noted. P rP y -Qualification,records for Inspector and NOT technicians designated for g,2 All Interior non-shear walls to have HILTI X-DNI(with a minimum penetration This report Is considered port of the calculations and construction documents 1.3 All applicable local,State and Federal Codes,Ordinances,Laws,ragula- the concrete or masonry wall with 5/b"diameter x 8"A30'1 bolts at top, 5.25 All bolts For connections of steel members shall conform to ASTM A325N, the project, P and is to be adhered to In all of Its recommendations and re ulrements. GO UVIS Moms and Protective Covenants governing the site of work. mid-height and bottom. unless otherwise noted.Holes for bolts should be drilled or punched t of or"Into slab)at 24"5 center unless noted otherwise hi be Installed in 0. p pe Agency's NOT procedures,equipment callbratlon records,and accordance with IGBO+2388 November 1995.Actual slab thickness to be Verify minimum foundation depth,width,soils repo steel and additional an ENGINEERING 1.4 Standard Specificcltlons of ASTM as noted herein and as required by the 25 Structural Information shown an Framing plans Is for the main structural ale- shall be I/I6"larger than bolt diameter. personnel training records,and expansive soil requirements with valid soils report and IF they are any CONSULTING minimum 4". Building code. manta.Non-structural elements shall be constructed par approved Code -QA Agency's Quality Control Plan for the monitoring and control of the more restrictive,then they shall supersede the bouvls Engineering i] 13 All work need to Lac performed by qualified and experience contractors requirements. 5.5 VELD* Agony's operations. 63 All holdowns and post anchors to be Installed according to most current Consulting Group minimums. GROUP familiar with this tyEpo of project. 2.6 Conventional construction requirements of chapter 23 for light Framed 53.1 All shop welding and Fabrication must be done In a shop certified by AISG Simpson Strong Tie specifications and ragvirementa of IGBO report number 10.2 LATERAL LOADS: construction should be followed as required. duality Certification Program and approved by the Building Official. 552 The Quality Assurance Agency shall provide the management,personnel, 1211 and 4446 shall be tied in place prior to Foundation Inspection. 2.0In case of conflict,the more stringent roquiroment shall govern. 0. All field.aiding must be performed a certified Holder and o Special[ equipment and services necessary to perform the Ouolit9 Assurance functions5elsnlc Zone: 4 Hind Speed: 10 2:1 Wei C of the roof the is considered as 10 f max.(total roof dead load of P Seismic source t e: B Wind Ex oswe: G 4400 CAMPUS DRIVE 3A On site VerlPlcatlo•n of all dimensions and conditions shall be the rospon- 9h Ps Inspector shall continuously inspect all structural Plaid welding.Both shall be required In FEMA 353 Sections b.b-Welding Inspection,Section 6.7- 8.4 Mn.concrete width to be 6"for receiving MPA's and HPAND22's/STHD's. Ga: yP O 44 Na P NEWPORT BEACH sibllit of the contractor and sub-contractors.Noted dimensions takes re- m9 psP).IF roofing material exceeds this load,the Framing contractor should a roved the B'uildin Official. Nondestructive Testing of Welded Joints,Section 6,5-Bolting Inspection, Verify locations of holdowns and anchor bolts with rough framing to assure CA 92660 y P notiP 6ouvi5 Engineering Gonsultin 6rou in wrltl prior to construction. 9 Section 6A-Shear Stud Welding Inspection and Section 6.10 Special Prior and accurate Installation. No. I U ceder[over scale of drawings. y ^9 9 9 P ^9 P P 532 When welds from web doubler plates or contivlty plates occur In the Inspection. NEWPORT BCFC (949)752-1612 4.0 Engineer or orchit act of record is to be notified immediately by the con- 2b Top plates of all wood stud walls to consist of(2)2x's the some width as 'k-area'of rolled steel columns,the'k-area'adjacent to the welds shall be 65 Provide 03 X 24"dowel at 24"0.6.and 12"from the corner at all concrete 10.3 DE516N LOAD5: FAX (949)752-6321 tractor should any question arise or Ply discreponelas be found pertaining the studs U.N.O.Top plates shall lap a minimum of 46"and be spliced with Inspected after fabrlcation by using approved nondestructive methods 6.o CONCRETE MASONRY stoops and porches. Roof Load Floor load PALM SPRINGS: (760)323-SM to the working drawings and/or specifications, not less than 5-IW nails spaced not more than 12"on center. conforming to A-6-DI.1. 61 GENERAL Dead Lood=19 psP Dead Load=1:2 psP eq pa^ 9 533AII NOT inspector shall be qualified as an ASNT Level 11 certified technician. e,b Provide min.(1)s4 reinforcing for electrical round,location to be vcrifiad - SAEED J.BEKAµ PE SA No deviations From these requirements and structural details shall be made 2.9 All shear els shall have continuous sheathing material from one end to g g Live Wad=16 pot Live Wod=40 psf withovt the written approval of 6ouvis Engineering Consulting Group. the other and form plate to plate as specified on the drawings.Contractor Ail concrete masonry materials and construction shall be in accordance with the electrical contractor. Total=35 psf Total=52 plot Approval by the Inspector does not constitute authority to deviate from shall coordinate Framing such that continvlty of shear panels is assured. 53.4 All filler(weld)metal shall have minimum GVN of 20 Ft-lbs a-20•F and with Building Code,Chapter 21. tans or s eclflCaaions. 40 ft-lbs a 10°F. 6.1 Verify min.foundation depth,width,reinforcing steel and additional 10.4 LUMBER CRADE5 RESTRICTIVE NOTICE P P 2.10 All ledgers shall be spliced with ST22 strap,unless noted otherwise. 62 MATERIALS expansive soil requirements with valid soils report and If any more stringent TNESE msms,oRnw NGs eNO 6.0 The design,ode u dog,and Safety of erection bract shoring,temporary 5.55 The contractor shall submit all Welding Procedure Speclflcatlons(WPSS)to the shells supersede the above minimum restrictions. 6x t 6x posts/baam/headers:s1 DFL 6PEC1FWeilONs esE THE exCAW 9^ q 9 9 ^9• 9 P 9 2.11 All shear transfer nailing shall be per,drawings,and contractor shall pro- ba used contractor on the project.act.For V1P5S that era rot re uali#led All materials making up finished concrete masonry construction shall conform 9 up 4x beams and headers:•2 DFL PROPER Y OF OAxE ENGINEERING supports,etc.,is[he sole responsibility of the contractor,and has not been vide proper notification for inspections to review the same. P j P 0. to standards required Builds Gode Sac.2102. considered the architect or engineer.The contractor Is responsible for pop P per AW5 DILI,the Supporting Procedure Qualification Raeord(FOR)shall 0. by ^9 St sits/rafters:s2 DFL CVNsuLrwe^nnvuP,um ell by g8b Sec Section 6.3.1 For concrete strength. j the stabilityof the structure for to the app Iication of all shear walls,roof 2.12 Provide posts at lower floor under post or multiple studs above.Provide also bo submitted with the WP5.The contractor shall also submit the 62.1 Mortar shall bet e M or 5 as applicable and shall be proportioned per Studs:Stud grade INFOR/MGON GIIOYM S d_ Pr The p P P Table a'PP P oP CONFl IE TO Ali REC K43 and Floor Iaphragms,and finish materials. contractor shall provide the full width and depth compression block between Floors at such locations. manufacturer's product data sheets for all welding material to be used.The Building Gaye,Tob1e 21-A and in conformance with ASTM G270,mortar for 6,q Admixtures In concrete mix.Containin calcium chlorides shall not be used. Top plates:D.F.L.Construction standard,standard or better. AM CA No PART OF TRM5 DRED,Ms necessary bracing to provide stability prior to the application of the afore- data Shoals shall describe the product,limitations of use,recommended unit masonry. 9 All mud sells to be P.T.DFL Ceti 9ECOPIEa ma CM AN oR 2.13 All joist hangars shall be Simpson U hanger,all beam hangers shall be .aiding parameters,and store a and exposure requirements,Including REPRooS BE NOR cell ANY mentioned mgleriCals.Observation visits to the n by the architect or 9 P 9 P 0. 9 6.10 Foakngs shall be examined and certified in writing by the project 10.5 TYPICAL FLOOR SHEATHING srR HOUTEs BE suer FRGN Olt Structural angle shall not imply the assum tion of an responsibility In Simpson FYl hangers U.N.O.on plan or retell.Follow manufacturer's retain- bakingand robakin ,If applicable. 6.226rout shall have ingredients proportioned per Building rode,Table No.21-B soli/cote engineer prior to Inspection and lacemant of concrete. vdTN0u7 WRITTEN coNSENr of 9 P y P y P ty mendotlons for Installation. 9 PP and In conformance with A5TM G416 rout for mason and shall attain a 9 9y 9 P Pa P this regard. abiding Procedure Specifications(WPSs)shall be categorized b!and 9 nJ 23/32"APA rated 5turd-I-Floor T66 Exp 1 with min.a penal Index of 24" Goitvis EIJOINEERING coNstLnNa Specify the following Items: minimum compression strength at 26 days of 2000 psi or the required GRWP The bullring has ru hang ro contracted with and Is compensatingofprovide Gouvis 2.14 If a double sill plate Is used at light-weight concrete flooring,than the p y 9 Compression strength of the concrete mason units,whichever is rector. 8.11 Concrete shall be to the strength and slump as specified per structural ReFor to NER 106 for Installation and conditions of use Engineering Gornu Iting Group For the limited acrvlces of providing the framing contractor shall apply sill plate nailing to both sill plates,at 16" -Stool specifications and grades to be welded, 9 y 9 design and consist of Portland cement ASTM G-150 Type V per soils BN.:IOd common malls at 6"o.a. COPYwoNT aolms E]KiIW BIG minimum structural an[,eerie drawings required,when combined with the other Oz.max.or as specified par schedule. -Thickness range of motorial to be Joined, 62.3GOnerate mason units for load bearing 5 stems may be concrete brick engineer's recommendations and Building Gode Table 19-A-4 when concrete CONSUL-TING eWGIID 2002 q p p y g y 9 9 E.N.:IOd common nails at 6"o e. e R ns RESEmEo bulldero consultants drawln s,to ob oln a bulldin ermit for this project. -Type of joint, ass mclfied A5TM C55, aclfications or Concrete Building Brick. is exposed to sulfate Containing solutions and aggregates er A5TM G-53, 9 P P J P �J SP 9 P 9P F.N.:IOd common Malls at 12"O.C. ' These drawings are not Intended to,nor do they,detail all conditions,Identify 2.15 Building Gode Table 23-IV-B balloon framed walls(non-bearing) -Type of weld(groove,fillet,plug,slot), water to be clean and potable. ail materials,or dfefine or limit the scope of work required to complete the stud heights: -Size of.old,and Grade N concrete bricks are for use as architectural veneer and facing Use ring or screw shank nails and glue sheathing to framing using adhesives REVISIONS Project.The buudbr has requested,accepts,and represents that the he wtl1 2x4's a 16"oz.maximum 14'-O"height -Position of welding. limits in exterior walls. 5.12 Placement shall b 6 6. e in one continuous operation unless otherwise specified meeting APA specification AF -01 or ASTM D349 Apply glue in accord- select all materaa Is and manufactures,qualify and select all subcontractors 2x6'e a 16"oz.maximum 20'-O"height Based upon application,the WP5 shall specify,as a minimum,the following q y P PP9 Grade 5 concrete bricks ore for general use where moderato strength and slab surface shall be cured with Hunts compound or equal or other onto with manufacturer's recommendations. and Installers,direst all w and means of construction,and provide all No multiples of 2x4"s are allowed to span more than 14'-O"bearing walls items,as applicable for the waldin process; NO, DATE DESC. Sys p pp g pg and resistance to frost action and moisture penetration is required. methods in accordance with good construction practices at contractor's Use Grabber plywood screw min.2"Ion at b"oz.B.N.,b"oz.E.N.,and 12" additional Informa-tion,above and beyond these drawings,required to com- exceeding 10'-O"must be designed case by case. -Power supply(constant current or constant voltage), option. P y 9 o.c. Plate the project in conformance with all governing agencies and the work 2.16 Use 4X4 header for openings lass than 16"at bearing walls without point -Welding electrode,Flux,and shielding gas classifications, 63 STRENGTH ,nailing(IGBO ER-5260,Dated January I,2002,AN51,ASME B 16.6.1 2 06/21/05 CLIENT REV Hill meet or exceed accepted Industry standards, loads,or at openings Ices then 4'-O"at non-bearing walls. -Electrode diameter, 6.13 Contractor shall dampen slab undarla meet of sorid/membrome Just Prior to 10.6 TYPICAL ROOF 5HEATHING -Voltage(except for shielded metal arc welds b3.1 The specified compressive Strom th of masonry,Pm,shall be 1500 psi, P 9 j Use 2x framing a medicine cabinet and garage vent.(U.N.OJ 9 P ^9) concrete placement to assist uniform concrate curl 1.0 Spacial Iropector+per Building Gode Sec.1101 is required t applies to -Current( Gr eJ or wire Iced speed, unless noted otherwise.If higher 'm Is noted,It shall be verified by prism P ^9' IS/32"APA rated sheathing Ex I with a min. anal index o4 24/O.refer to amp P tests as required in Building Gode,section 2105. 9 P P 4 OS/03/04 CLIENT REV tea following type work:(rota: h Builds g Code S tion 1lcatlan and -Electrical stick-out or contact tuba-to-work distance(wire fad), 0. 9 6.14 The bottoms of footle excavations Shall be level,clean and free of loose NER 108 for installation and conditions of use. responsibilities should comply with Building Code Section 1101 Requirements.) 3.0 SHOP DRAWINGS -Travel Seed, 9 P 6.4 SPECIAL INSPECTION material or water when concrete is placed.Over excavation shall be filled B.N.:6d common nail at b"o.c. 3.1 Sufficient copies of s drawings For an member or product designed -Minimum preheat and Interposs temperatures, Wth concrete or properly Compacted fill that has been tested and 1.1 All structural welding,including welding of reinforcing steal and welding of P 9 y P 9 to -Maximum reheat and Inter ass temperatures(if a licablo), P P y P E.N.:6d common mall at 6"oz. steel deckle softy other than 6ouvis Engineering Consulting Group shall be submitted to P P P PP For concrete masonry construction which is noted as requiring apccial Ins- approved by the Soils engineer.Back fill shall not be placed until supporting F.N.:6d common nail at 12"oz. 9 Gouvls Engineering Consulting Group prior to fabrication for review.Which -Number and placement of poesee, coon Par drawings,such Inspection shall be Carried out In accordance ^9 g g p p pin p ng p foundations,walls and slab have attained suFPicient strength to support 12 Installation and tightening operations For all high-strength frlctibn bottle Hitt be reviewed t returned In 3 to 5 Harkin dogs. -Technique(stringer or weave bead), with Build Gode Section 1101.5.Concrete masonry construction which 5 9 P9 9 a! 1n9 y lateral sail pressure. `Note:All structural rated panels must Pittsburg.stamped by one Of the following -Shielding gag Flow rote, require Special Inspection also Is required to have mason risen tasti 9 1.3 Installation and ti tenin operations for all high-strength anchor bolts. 3.2 Review of she drawin Gouvls Engineering Gonsultin 6r does not -For groove welds,the joint Configuration and tolerances,and other P P q P � approved agencies,APA, I S/TE C or Pi 5h 9 PP e b9 9 ^9 9 OOP 9 j 9v prior to and during construction as described in Building Coda,Section 2(O5. 8.15 Concrete lacemant shall be monolithic In one continuous o radon uniform) relieve the engineer responsible for the design or the contractor from pertinent Information specific to the weld to be made. P � y REQUIRED SPECIAL INSPECTION: 1.4 During the taking of test specimens and placing of all reinforced Concrete. compliance with Building Code. Tolerances,or the acceptablo range of values,applicable to the various placed and must be vibrated and well consolldated unless shown otherwise ExGepptlon:contrasts foundation with structural design strength not greater welding panametars shall also be noted in the WPS. 1.0 REINFORCED CONCRETE on plans;Cold joints are not allowed. In addition to the regular inspection,the Following Items will also require "Q49 than P'c=2500 psf. 3'3 6ouvis Engineering Consvlting Group review of the shop drawing consists of Spacial inspection a accordance with Sac.Poll of the Building Code. Checking of general conformance with Structural drawings.Design accuracy 5.3b Complate joint panetration groove welds between the beam flange and 1.1 6ENERAL 5.16 Floor slab shall be poured level to In 10'. T.5 During the placement of all masonry Indicated on the drawings as having of such product,dimensions and quantity of the product Is not reviewed column flan shall be made per the AWE,DI.1 Table 3.1.All Shielded P �• Soils Compliance prior to the foundation Inspection, re-stress foundation, egg 'bpecial inspection." P 0. y P All reinforced concrete materials and construction Shall conform to P P P P 8 No. Cowls Engineering Consulting Group. Metal-Arc Welding(SMAI^U electrodes shall be of the low hydrogen 8.11 Requirements for re-saturation of sub rode soil and daylight setback of high Strength steel and concrete. type and shall Vac subject to the requirements of AWS DI.I Section 5.5.2 Building Gode,chapter 19. 0. P 9Exp. 1b During driving and testing of piles and construction of cast-in-place drilled 3.4 Wood truss manufacturor Shall supply to the engineer and the buildin de- yP j footing from any descending stops shall comply with currant Soils report. Iles or caissons. WP y 9 9 For SHAH and flux cored arc welding(FGAW),the maximum permitted 12 MATERIALS P partment calculations and shop drawings for approval of design loads, electrode diameter shah be per the above table ma 1J See foundation notes for other requirements. Configuration(2 or 3 point boorin and shear transfer, for to fabrication. P 8J6 Finish grade around the perimeter of Slab shall be constructed Such that ��TIITT( 1T �It� �fI(q ��71IITTT T 1I(� T�� �C T d� C11 q 9 P 9)• Pr 12.1 Cemont shall conform to Section 1selec of Building Goda and shall 9 ay III JI Ip a' ' III ' III III t1 p a ®( q OF It shall ba the responsibility fcalculations of the manufacturer to obtain building depart- 53.1 For the welding of the bottom flange to the column Flange,follow steps a Correspond to that an which the selection of cancrota proportions were rain and irrigation water Is drained away from the Slab. JIIIL�JIpL lllh I, JAIL JAIL JIL/y) 111IIh h L/'`S11 8.0 Structural analysis for this project t- done per applicable Building Code, meet approval of calculations and shop drawings prior to fabrication. through g below: based. at the time ti design considering Standard of care. b.w All site and pad preparation,such as but not limited to shading compacting 9A upon completion F above by the engineer t prior to start of construction, 3S Trusses shall Imposed, designed in accordance with the mates[local Building Code a. The root pass should not c should l a I/4"in layer thickness. 122 Concrete aggregates shall Conform to Building Code Section 1903.3.2 of the fill,pre-saturation,and concrete slab base preparation,shall be contractor Is res slots to check all dimensions,coordinate with the work for all loads Imposed,including lateral moods and mechanical equip.loads. b. The pint half length root should ba made with one of the following tech- SN-I - General Notes t Requirements. sP°^ 123 Use type V cement for concrete n contoc[with soil containing sulfate. performed in accordance with the soil engineer's recommendation and Soil ^�P 3b All connections involve trusses Shall be I.G.B.O.a rovad and of adequate nI vas,at the option of the contractor. yP ^9 of architectural,mechanical d other traders to ensure Compliance with � pp q 0. P (min.f'c=4500 psi,26 days). report. SN-2 - Structural Details t Notes. his/her requirements. strength to resist stresses due to the loadings Involved and shall be step 1. designed and specified by the truss manul'acWrar. The root pass may be Initiated near the center of the joint.IF this approach 1.2.4 Reinforcing steel shall conform to A5TM A615.Grade 40 for sizes•3 and 5.20 Foundation drawings prepared by Govvls Engineering Consulting Croup 5-1.1 - Conventional Foundation Plan IA(For E.I X20) STRUCTURAL WOOD IS used,the weldor should extend the electrode through the weld access 64 and grade 60 for sizes s5 and larger. reflect the structural requirements,refer to architectural plans for 5-LIA Partial Conventional Foundation Plan IB and IG(For E.L�20) 3.1 Dead load and live load deflections shall be limited to min.L/240, hole,approximately I"beyond the opposite side of the girder web.This Is dimensions depressions,slope shelves patios,stoops and porches not Shown. Q V IA MINIMUM QUALITY live lord deflection min.L/360- to allow adequate access for clearing and inspection of the initiation 1.25 Dowels shall be equal In size and Spacing. Accuracy of the dimensions and final fit of the building shall be reviewed by S-I.IB - Post tension Foundation Plan IA(For category 11 and 111) Z I.1 All structural woos!shall be of Douglas Fir Larch species,(1.1%maximum 3b Gross bridging and/or b-acing shall be provided and detailed by truss point of the weld before the second half-length of the root pass is applied. 12.6 Refer to Table 19-A-2 of Building Godo for special exposure condition the architect and the contractor prior to construction. 5-I.IG - Post tension Foundation Plan IA(For category 1) 2-1- manufacturerd1 W mosture Content at the time of construction un.oJ. It Is not desirable to Initiate the arc in the exact canter of the girder as required soils engineer. 9 as required to adequately brace ail trusses. width since this will limit access to the start of the weld during post-weld 0. e^9 521 Waiting period for concrete slabs-on-grade prior to Start of construction S-I.ID - Partial Post tension Foundation Plan IB.IG(For category 11 and III) O W to L2 All machine bolts shall conform to ASTM A301.Holes For bolts should be as Follow: 3.9 Truss manufacturer to provide details which allow For normal deflection operations.After the arc Is Initiated,travel should progress toward the 13 5TRENiSTH 5-I.IE - Partial Post torsion Foundation Plan IB and IG(For cats I) Q W W drilled /Ib"large than belt die.See framing notes for grade of numbers. without imposing lateral loads on their apports(i.e.,Scissors trusses). aM of the joint(outboard boom flange edge),and the Hold siauld be o)Walk on slab 24 hours after concrete has been poured. 9m^J Y terminated on a weld tob/run off tab.Tabs shall extend the joint,no end 13.I Cancrato shall be proportoned to provide a minimum compressive strength, b)Begin.all framing 4-5 days after concrete poured. 5-12 - Framing Plan IA UU 1.3 Round washers sh all be used on all bolts and should conform with ANSI/ASTM 3.10 Truss roe o shown isa for providing additional shear and drag O Q- '� B 16.22.1.Use min. 13/8"o x 5/64"thick washer for I/2"o bolt,13/4"o responsible P 9 9 dams. 4'c,equal to 2500 psi(26 cis),unless noted otherwise per Building Gode c)Begin roof/Floor framing 1-IO days after concrete poured. 5-13 - Portal Framing Plan IB and IG J J� trusses as shown on the Framing plan, b 9 x9/64 thick For Sr6"t 2 I/2"a x II/64"For I"a bolt. Step 2. Sections 6.2.3 t 62.6.Refer o post tension drawings for higher sirengh d)Do not load roof prior to 14 days after cancrcic poured. 3.11 Truss manufacturer Is responsible for reviewing framing plans and Structural The wald may be initiated on the weld run-off tab,with travel progressing Concrete If required. 1.4 Square washers shall be mild steel.Use min.2"sq.x 3/16"thick washors details prior to fabrication of trusses and Specifying hangers. toward the Canter of the girder flange width.When this approach Is used, 1A All reinforcing,dowels,holdowns,and other Inserts Shall be Secured in 522 No pipes or conduits Shall extend under Isolated column footing or under 5-IX.1 - Gonventional Foundation Plan IXA(For E.IX20) Por 5/b"if bolts,15 1/2"sq.x 5/6"thick washors for I"a bolts. the welder should stop weld approximately IN before the boom web.It Is position and approved by the local building offielol prior to the pouring of contlrwous wall footings unless specifically detailed or approved by the 3.12 All trusses designed by truss manufacturer shall be designed to Sustain all not advisable to leave the weld crater directly in the center of the beam an concrete. architect and Structural engineer and the building official. 5-IX.IA - Partial Conventianal Foundation Plan IXB and IXG(For E.IX20) 1.5 All nails shall be sinker nails,unless otherwise noted. vertical,lateral and other pertinent loads,including bracing of top and flange width since this will hinder post-weld operators. y 5-IX.IB - Post tension Foundation Plan IXA(For category II and III) Ib Adhesive used to attach floor sheathingto framing elements shall conform bottom chords,In addition to any connections related to trusses. Contra- c. The half length root ass should be thoroughly slogged and cleaned. 15 Min.concrctc cover for reinforcing el23 The contractor shall derange for observation of the work the Sails 9 tier is to coordinate with truss manufacturer, 9 P y 99 a-Goncrotc,placed ago nst cartF no[formed -3" 9 b9 5-X. - Post tension Foundation Plan IXA(For category I) with APA ape IfIc tion AFC-01. d. The end of the half length root pass that Is near the canter of the boom b-Cancretc formed or troweled -2" engineer,following are roquiremcmts of the soils angineor: 9 y IU 1.1 Manufoctvrod hardwares specified on the draHln s are to be Sim son Ste 3.13 The truss manufacturer is responsible to meet the profile as Indicated In flange should be visually Inspected to ensure fusion,soundness,freedom a-Walls and curbs -1 1/2" a)All footing excavations shall ba inspected and certified in compliance with 5-IX.I0 - Partial Post tension Foundation Plan IXB,IXG(For category II and IIU f P 9 P the drawings. from slag Inclusions and excessive porosity.The resulting bead profile d-Slab on rare -at center the soils report by the sou engineer prior to placing of concrete or steel. 5-IXJE - Partial Post tension Foundation Plan IXB and IXG(For category 1) C3 Tie(Unless speUfscally authorizad in writing by Gouvis Engineering Gonsvlting 9 9 n�J Q.1 Group).Follow all manufacturer's requirements t recommendations for 3.14 All truss lumber shall be Douglas Fir Larch(un.aJ. Should be Suitable for obtaining fusion by the Subsequent pass to be initiated 4(d)OR b)Soil conditions,including compacting and moisture content,Shall be W 9 on the opposite Side of the girder web.If the profile Is not corWuctive to 2 1/2"MIN. inspected and certified in compliance with the soil report by the soils 5-IX.2 - Framing Plan IXA 'w O W Installation t handling of the product. - •R 6(d) engineer prior to niacin of concrete or steel. (0 W 3.15 Each truss shall be legibly brooded,marked or otherwise hove permanently good fusion,the start of the First root pass should lac ground,gouged, _ I 1 g p placing 5-IX.3 - Partial Framing Plan IXB J of Ib Do not bend the Simpson PA straps. affixed thereto the following information located within two Feet of the Chipped or otherwise prepared to ensure adequate Fusion. Ff H(d R,. c)A certificate of compliance Shall be submitted to the bvilding official prior W OC center of span on the face of the bottom chord: e. The second half of the weld joint should have the root pass applied before - to his Foundation inspection and to the architect and structural engineer. 5-IX.4 - Partial Framing Plan IXG W Q 1.9 Fasteners S aclfi�d on the drawings may be Colored win manufacturerb any other weld posses arc performed.The arc should be initiated at the P 9 y `� a. Identity of the com an manufacture the truss. -10"BEND 160"BEND O! brands that utlllzG the Trackers color coded system. FOI ow all y Company 9 and travel the half length root pass that Is near the center of the beam flange, 6.24 Prior to the contractor requesting ci Building Department official foundation 5-2.1 - Ganvanttonal Foundation Plan 2A(For E.I<20) lu(n y b. The design load. and travel should progress to the outboard end of the Joint,terminating R=t( ,FOR•3 THRU k8 inspection,the Sail engineer Shall advise the building official in writing that: w Z O manufacturer's rer_tWremenis and recommendations for installation t handing G. The Spacing of the trusses. 5-2.IA - Partial Conventional Foundation Plan 2B and 2G(For E.I<20) of the products. P 9 on the weld tab. BEND R=46(9)FOR ss9 THRU sail a. The buildln ad was re erred In accordance with the Soil re art. f. Each weld layer should be completed on both sides of the joint before a R=5(d)FOR 14 THRU 16 9 P P P P 5-2.IB - Post tension Foundation Plan 2A(For category II and 111) W .J I H 4.0 CEILING J015T5 new layer Is deposited. b. The utility trenches have been property backfilled and Compacted 5-2.IG - Post tension Foundation Plan 2A(For Category 1) 0 COLOR C44M FOR 51RU TM&NAILS _-- 46(d)•IN CONCRETE 9 y S. Weld run-off tabs should be removed and ground flush Co the beam flange. y -----J• -- - C. The foundation excavations,the soils expansive characteristics and bear- z W o=O.I I-L= 4.1 Use this Spain table for calling oats given the following conditions,unless Deviation from the preceding procedures may be made,provided the I -I46(d)MASONRY(U.N.0) P 5-2.ID - Partial Post tension Foundation Plan 2B, n (For category II and IIU V P 9 j 9 9 In 9 Pn• 9 P ing capaclty conform to the soils report. 5-2.IE - Partial Post tension Foundation Plan 2B and 2G(For category I) 3 2 Bd Cookr 23/6 X.113 YELLOW noted otherwise on plan. Contractor Submits In writing an alternate sequence that is approved by 7 N P •INCREASE LENGTH BY 30% _ _ �, a. dead load=6.0 psf the Engineer and Building Offlclal prior to fabrication. 8.25 The concrete contractor is to verify locationncc a e install and anchor bolts 5-42 - Framing Plan 2A 8d Canaan 2 1/2 X.131 19LLE b. live load=10.0 psf FOR TOP BARS(HORIZONTAL with rough framing to assure proper and accurate installation,with framing 9 �s/ Z d COMMON WIRE TIE END BARS 2 I PLACED THAT MORE 5-2.3 - Partial Framing Plan 2B Q C. total deflection=L/240 5.4 QIALITY CONTROL � contractor. 9 IG� 4-Q -L. d. with ceilingdr wall THAN 12 INCHES S FRESH Wd Short 3 I/4 X.131 BLPLK y 5-2.4 - Portidl FramingPlan 2G tULI Z- e. use N2 Douglas Fir Larch 5.4.1 Quality control includes those functions to be performed by the contractor to Y�"' LAP SPLICE CONCRETE IS CAST IN THE q,0 MISCELLANEOUS z n�// 1-W Z ensure that the matarlal and workmanship of Structural Steel conSEructlon s MEMBER BELOW, EXCLUDE 5-2.5 - Partial Optional Plan 2 IL =NO In III, -L= 2 IQy Comment 2 I/6-3%.148 PURPLE SIZE SPACING MAX.SPAN meat the project specifications,applicable standards(Building code, WALLS 2' 9.1 Grout under base lates shall be non-shrinks t e and shall have "r -� �� p ^9 yp 50-5 - Partial Framing and Foundation Plan,Sale Office ��11�� Q Q 2x4 m2" 10'-6" AWS DI.IFEMA 550,353),and the Quality Assurance Plan. _ �. compressive strength equal to concrete or masonry Supporting it. �'1 I2�f�mron 3 I/4 X.140 6RE@! 16" 9'-1" Z g 5-3.1 - Conventional Foundation Plan 3A(Far E.LQO) m J IISd Sari 24:: g:_4• 542 The contractor shall submit the controc[orb written Quality Control Plan, "\ A�F 9.2 All grade beams shall be poured monolithically For their entire length. PROJECT NUMBER 1 I 2172 2x6 @" Ib'-1° including aruJ required modifications to satisfy the requirements for the d i 5-3.IA - Partial Conventional Foundation Plan 3B and 3G(For E.IX20) _ IbdCallon %.162 Q A 9.3 All reinforcing to kx accurately and xcuroly located prior to pouring 60339 31/2 Ib" 15'-I" project,and the Quality Assurance Plan.The contractor's QGP should,as a 1- concrete or grouting mason 5-$.IB - Post tension Foundation Plan 3A(For category II and III) 24" 15'-2" minimum,include the following: µµll 9 CRO55TIE 9 9 y ISSUED DATE -Designation and qualifications of project QG personnel, O O X 9 4 All horizontal reinforcement to have motchin dowels at corners of walls. S-33C - Post tension Foundation Plan 3A(For category 1) 2x6 12' 21'-11" 9^ 0. P j P 9 2A FRAMING -Designation and qualifications of Personnel res onSibla For vision of Y f _ O I/29/03 W. I9'-II" 9^ 0. P P supervision 6\' � All vertical relnforcoment to have matching dowels Co Footing,unless 5-3.ID Portal Post tension Foundation Plan 3B,3G(For category II and III) the work, 'S TIE OR HOOK otherwise noted. 2.1 A11 framing,bracir>.g,nailing,notching,drilling or boring shall be in accordance 24" IT'-4° -Contractor's written QG and procedures manual, 4\:f, a,z 5-3.IE - Partial Post tension Foundation Plan 3B and 3G f1=or category I) PLOT DATE with Building Gods.Unless more stringent requirements are specified or -Contractor's written Hold repair procedures,and � OY D- d FOR+3 THRU s5 -1.5 SHEET ROCK ON FRAMING 05/05✓/04 required the local Jurisdiction. P P 5-3.2 - Framing Plan 3A 0. by 5.0 STRUCTURAL STEEL -Contractor's Nondestructive Test MDT)procedures and NDT personnel v� z a, D-6(d)FOR 06 THRU•6 trains records. _O Stacked Sheet rock loading shall be limited to the following quantities In any 5-33 - Partial Framing Plan 3B 22 Fabrication and hendming of Glue-lam beams shall be per ANSI/AITG A Ig0.1 51 ^9 � one room: 9 DRAWN BY: REVISION BY: Standard beams t o bear legible APA-ENS or AITG grade stand.An APA- a -O NOTE: 5-5.4 - Partial Framing Plan SC P Eke GRAN AITG C-ortifiaate of conformance for glued-laminated members All structural steel matorlals and construction Shall conform to the require- H 5/6":16 Individual 4xIO sheets(6 pairs of sheets) 9 0. W f PUT GR05STIE H/EACH 1/2":20 Individual 4x10 sheets(10 airs of sheets) 5-35 - Partial Option Plan 3 should be um 240 0 to the field inspector prior 4 Installation.And Should meets speclPlod in Building Godc,Chapter 22 C Reference. p p STIRRUP ALT.135•BENDS P SHEET NO-- have minimum 2400 psi flexural Stress,DF/17F-V4 with standard camber The Shorin of tha 2nd floor IS required If the number of Sheet rack PT-1 - Post tension Details t Notes. (unoJ All beams ashall be fabricated win afar ooF tile. 52 MATERIALS ALL BENDS SHALL BE MADE 9 H 9 P Pr STIRRUP COLD exceeds a quantities listed above. 50-I - Structural Details 4 Notes. -J 52.1 All steel shall be rimed with a rust resistance o to Imer t should conform M D5I24 TIE AND STIRRUP SD-2 - Structural Details t Notes. 1 ASTM A36 as o minimum,unless otherwise noted.All W shapes to Do ASTM A992. T`(F. RE I NFORG I N5 DETA I L5 SD-3 - Structural Details t Notes. 5D-4 - Structural Details 4 Notes. ............'•• ....... ......••• I. 2X BLOCKIING, 2. SIMP.0516>06'LONG,W/ ROOF TRUSS HAILS•2 1/16'Q.C. 5. ALT.LOCATIONOPENING OF OPENIN - - PER PLAN. 12"MAX. Z IF CONT.SILL PLATE,NO '65' ' t S I. ROOF SHEATHING STRAP REQUIRED•BOTTOM. ROOF SHEATHING, �,' 2X FLOATER AVOID OPENING LLS 5. INCREASE 1 NAILING VE dS O : MAX.H E551TM5HE NI G TO 2X SHAPED BLK6.(SEE 15/5N-2 II �� iil I� \� 2WALL PLYBI"K SPLIGEEW/ �K KAL6�L�EATE RTHAN T AP. �- HEAR �' S' - MX.WIDTH OF OPENING TO BE ONE STUD BAY OR Ib". ' 4 1/2'x4 1/2'NO MORE 1 � FOR ALTJ W/16d5 O 8 O.G. i 1'J 2 MEMBER. - FRAMING, NOT O�/EMBER.ANY O SHEAR TRU55. JI/ AP) \�\E.N. � I FRAMING MEMBER. TTHAN HAN ONE"x4/2 1A155ER 4 4. 2X BLK'6.,LEDGER,RAR.OR �.� - EDGE NAIL 70 BLK'6.TO NOTE=A550 24"OZ.,CAN BE � `.I I I 1 11 i TRUSS TOP CHORD UNDER MATCH SHEAR WALL E.N. USED TO CONNECT BLK6. ` GOU V 1S ROOF SHEATHING WHEN NOT UNLESS STRAP 15 PLACED TO TRUSS IN LIEU OF NAILING. MIN.5 BOUNDARY NAILING, ALLOWED IN EA. BEVELED ON TOP AS REQ'D. ON TOP OF BL.YWOOD. Q QF ENGINEERING EDGE NAIL ALONG STUD ON MIN. T ED F POST HORIZONTAL HOLES IF 5UGH 2X PRESSURE BLK6.H/16d5 `� i/ PLYWOOD/8 TO EACH SIDE OF OPENING, CONSULTING D0087 TO GIRDER EACH d(5)I. - IF OPENING, IS LOCATED AT CONDITION OGl.UR55.MAX SHEAR TRANSFER 13 THE EDGE EXTEND STRAP END NAIL TO EACH TRU55. li OF ARE 4 I ALLOYED I/2 GUTS GROUP ='yL%i; INTO THE S44EAR WALL TO 5y{ ARE ALLOWED IN A 4'-0' 5 /,'y MEET MIN.LENSHT REQUIRED. WIDE PANEL.NO GUTS OR HOLES IN SHEATHING gg00 CAMPUS DRIVE WITHIN 16" OF CORNERS, 00 CAMPUS BEACH DO NOT OVER GUT. NEWPORCA 92660 J0026 �` SIMf.SON A'S55,L550b NEWPORT RCH, (949)752.1612 OR LTP4'�O 46" FOR MAX.SPAN OF 8'-O"8 FIELD FIX FOR OPEN I N6 I N S.W. 94 O.O.U.N.O.PLANS. PALM SPRINGS: (760)323-5090 I. 2XI2 STRINGERS•1I.O.G. a1x WC RIPPLE FAX (949)752-5321 2 to,- FOR MAX.SPAN OF } • L O.G.•NON-SHEAR SHEAR SPEED d BEKA1.ti PE 2X14!. SOLE PLATE NAILING, 470.LOW-.12=117D /SOLE PLATE NAILING,\ 2. PLYWOOD TREADS d R15ER5I. NOTCH DEPTH a BORED HOLE PER SHEAR WALL WALL d PER TABLE• (MIN.5/4"). SEE TABLE BELOW. LK'6.(2X,I-JOIST) SCHEDUL SHEAR WALL. S. 2X4 THRUST PLATE ANCHORE =22. STUD MIN.12•LONG,m MAX.4b"O.G. RIM JOIST PER PLAN. W/SHOT PINS•24"O.G.W/2" s- WITH FLOOR E.N.SECURE W/(2) RESTRICTIVE NOTICE uH TOP PLATE. Ibd'S E/5. 5. SILL PLATE tHESE Hx: uo slws,onnwrws VIA.WASHERS. SEE SECTION( II i 2 •2 . 5H2 SN2 SN2 TYP.LTP4 EACH srEaElcnTlOw u0 THE ExOueNE T b 5 I T =� 6.2 OF 5N-I SHEET-GENERAL4 4. HOLE EDGE DISTANCE 5/H" PROPERTY OF Gams ENGINEERING NOTES a REQUIREMENTS). FADER PER PLAN, NFaWRRON OawN La 17 11 -- -, SECURE STRINGER TO 2X4 � MIN. PROVIDE SOLID BLOCKING,OR CTMaH�olw•u>ouL --- PLATE W/(5)16d TOE NAILS. rc NT.RIM JOIST AT ALL �� CONFICENTIAL TO ALL RECFENM BEARING POINTS. SIMPSSON ST625566. Ata 0.0E THE �DFtkWPM oN 4. PER ARCHITECTURAL LTA65ERED NAILING, 5. PLYWOOD 5UBFLOORtl MIN. REPRODUCED,NO7 CAN ANY ID RIM JOIST PER PLAN6. APPROVED METAL HANGERS �/ _ ON ADJOIN PANEL smuauREs sE EDICT FROM THEIVI OFED6E5•3X POST. W17HWT WRITTEN HXNSEM 6MIN.2X4 STUDS O 16"O.G.AT I /' NOTE: Gams ENGINEERING axuuLTsm12 T. DHL.JOIST OR HEADER INTERIOR BEARING,,AND SHEAR IN.5X POST AT /2' WHEN PLYWD 5HT'6. aRoua H. SUMP.THA21S TRU55 HANGER WALL5.(MAX.HE16HT•109. "VERT.SPLICES WGIERE 5/8" / IS NAILED TO TRIMMER, COPYRIGHT Dams ENGIISTzz4L'DEN(15 ATTACH TO KING STUDq. CONT.2X PLATE W/16d'S• MIN.2X4 STUDS O 24"O.G.AT 2X TRIMMER W/KING, I REQUIRED W/I6db SPACED TO RIGHTS RESERVED G10b"O.G. ---- -- INTERIOR NON-BEARING AND STUD ATTACHED W/Ibd's4 10.DHL.JOIST OR%OGKIN6 NOTEITTED T NON-SHEAR WALLS.(MAX. •b"O.G.USE DBL. MATCH SHEAR WALL E.N. HEIGHT=14'). I i .IN MOVE XTERIOR WALLS. qX, TR MMER IF OPENING 15 :� HEADS SHOULD BEDS,HEAR HALL R NS DOUB `�f ` 2' FLUSH WITH SHEAR STUD• NOTCH NO OVERGUT, �i ' • I O BORED HOLES GREATER THAN 6'-0" _____ ___ MIN.2X4 5'TUDS•Ib'O.G.A7 PANEL. N0. DATE DFFaO. 5 12.2X6STUD a HALL W/(4)IbdS PER ALL E (M WALL CONDITION. STUD EXTERIOR d NON- HEIGHT=10'). 512E BEARING BEARING, TPLAN ATTACH TO K.STUD RIMMER OR POST PER NO OVER GUT OR OVER NOTCH. WALLS WALLS NOTCH DEPTH \ '/6• W/IbdS•6 OZ.AT 2 OH/21/OS CLIENT REV REFER TO PLANS FOR OTHER 2X FLOATER 2x4 I l/16" Z I/b' STUD EXTERIOR d - SHEAR WALLS AND•Ib" STAIR DETA L5 14 SIZE BEARINS BEARING CONDITIONS. WHERE OCCURS /2 O.G.AT NON SHEAR WALLS 4 05/05/04 CLIENT REV D0002N 2x6 2 5/16" S SAb' WALLS WALLS - ID SILL W/ANCHOR BOLTS 5TUD WALL •• 2-2x4 2 1/5" 2 1/6' 2.4 VG,' TAG,' SEE FOUNDATION PLAN FOR -� TRIMMER d KING,STUD 2-2x6 S 5A6" 3 SAb' Zxb I S/b' 2 3A6' SIZE d SPACING. PER PLAN. D0007 GBO APPROVED"SHOT PINS O 2X FLOATER. 4" I. BALUSTER PER ARCHITECT. L�SEE FOUNDATION PLAN NOTES. DOUBLE SILL IF INSTALL POST ANCHOR M I 5 2. GUARDRAIL W/5/b"m LAG, STUD NOTCHING,/BORING Lllv'IITS 10 '''i OPENING,=B'-O" � .• MR PLANON OUTSIDE �AR OR GREATER 5/6" PAGE OF SHEAR PANEL 0 0 0 5. V2"VIA.X 2 1/2"LONG,LAG, N U.NA. u SCREW W/WASHER THROUGH I 2 WHERE OCCURS -- P.T.P.r.SILL PLATE DRYWALL. " 4. 2X STUD y�/ I- NOTCH IN PLATE SUMP.HDG WHEN 4„ 5. /8"DIA.RAIL SCREW NU S'MAX. 0PENI O SEITHER SIDE D WASHER BY MA F. _ EXr 2 5/4"MAX:.IF BORED HOLE i q �. 6. FLOORS STEM D0013 I ELATED 2 5 4"I x4 TOP -� T. H2.5 OR SyC AS J015T TO PLATE OR 2 3/4"IN 2x6 STUD W/(:➢Ibd's. 1/2 DEPTH TOP PLATE STRAP E/5 OF ' 18 -0 , q 5. 2"BLK6.W/(4)16d'STO PLATEWAT?,MPELOW TYP. FRAMING GRO55 SECTION 6 TYPICAL FRAMING ELEVATION 1 q. H2 5 FROM STUD NAIL 21 CENT ES TO SILL ..'' g 5 A/(6)l N P AN5 PER DETAIT 3. P.N PER PLAN 5. PE NAILS,=A 51 WALLS(2) ...x;. ,-AL STRAP, - 4 C�� F 6 5 PLATE STAGG.O I6"O.G. - q EACH STUD. - 10.MSTA21 CENTERED O SHT'6. W/(6)Ibd's O EACH SIDE. 2. SILL PLATE Ibd NAILS EA.SIDE UNDER 1. TYPICAL 2X STi1D5 AT Ib" OF ttOi _ 1 O.G.U.N.O.W/(2)16d END ACT.CONNECTION II. SHIM AS REQUIRED 4 q/5p-2. 4. X JOISTS OR I'-JOIST AND O 16"O.G.UNDER NAILS:N (4)6d TOE NAILS PARALLEL WALLS. Z 5 EACH END TO TOP a SILL _ _ _ 4 5 4-PIPE WHERE OCCURS 6. TO EACH FLOOR LTP4 PLATES. I 5 1--- 5- SOLD PORT ON(MAX b'o.W TOP PLATES/SILL PLATES NOTE: Z. CORNER STUDS OR P057 PER _/-f� 10 A SING LE J015T IIH5ALLEL�1IGNED V -- 5. PPLLYAWOOD SHEAR PANEL PER ITION, PLAN. ----___V_•___ A55•G OF FOR VENT i 6-ANCHOR B-0LTS PER PLANS I 2 5 S BLK'G.MAY BE OMITTED IF LL ICH ,"-'"" SPACING,ADJACENT 6'-0'C),AN W I I T y_NOTCH OR END OP PLATE _ITE J0015R IOMR A DBLJOT STO 5 4. P05T AT END OF SHEAR PANEL "I' -*22 /2"�'-- •2'OPER OR VENT 9P O V T I I S MIN. H RAJE AWAY FROM \ OF 4'-0"(2-A35§PER z \ // MAX.HEIGHT=55" ALIGNED UNDER A WALL WHICH PER PLAN. __.. \ Rl SPAN5 OVER 1/2 THE LENGTH ADJACENT BLKb). tit F=20 PLF OF THE JOISTS. I -�{ S. NAIL CORNER a MULTI-5TUD5. - i3 /2"i Z O n M=20(6 XSPJ')/12=506 lb-In NOTE: -I'-JOIST BLK'6.MAY BE USED TOGETHER At Ibd'S•16' OA.\ SKIP A55'5•VENT 13LK'6. Q W In P=506AS=55&O -IF NOTCH OR 0IOLE EXCEEDS WHEN I-JOIST SYSTEM 15 USED. , STAGGERED•SHEAR WALL F v lu II \ ALTgGONDITION PENETRATIONIN IN .USE IS MIN.2" --� STAAOGER STRAPS O EA.SIDES GONDIT ANGULAR 'Z'SLIP. _�RE 81'QU-0"NO BLK'6 DES 4 6 6. EDGE NAILING, N-SHEAR •{- 9' }p MAX______--' a Y> ALT.SIMP. U ` OFFSET JO15T(5)O PLUMBING 6 _ ------ O�w ' WALL a USE LADDER BLK'6. T. Ibdb O 4"O.G.5TA&6ERED HANDRAIL/GUARD RAIL D0027N 15 PIPING THRU PLATE FRAM'& .001N 11 •24"O.G. N NOTE: SPAGED02"O.G.SHOUL TYPICAL VENT BLOCK DDD,4 1A -- /b"GAP I L 1/5 OF JOIST DEPTH MAX. 4. PIPE OR G-0NDUIT 5 1 5 ' S --�I b , T , BE STAGGERED MIN.I/6'. 2 T�p,PL.(p� J FULL b I. SOLID RIM 2 V.L.OR I. PANEL JOINT 2. 2"CLEAR TO EDGE OF JOIST 5. 1/6 OF JOI 5T DEPTH MAX _ BE RING ADD BLK6.AS --" 5. JOIST DEPTH 6. 1/4 OF JP15T DEPTH WITHIN to 2. ROOF OR FLOOR SHEATHING - W 5 O3 5. 2X4 W/NAILS TO BE LOCATION SHOWN _ 2 MATCHED W/EDGE NAILING DER GONE/.FLOOR SYSTEM �l ry 2. LOAD BEARING,POST/ 4. ROOF OR FLOOR FRAMING " - - - - ! O I STUD ABOVE. O q MEMBER. UP TO 5" UP TO T" UP TO 10" NOTES: 1 - OPfSET BD6E ALT,CONDITION 5. 2X4 FLAT CONNECT TO TJI SIZE A B A B A B A B ' I �_« S. "I'JOIST W/FULL BEAR'&. W S SUPPORT W/MAX.b"AWAY FROM FRAMING,MEMBER A.E IOd NOTCHED C BORED HOLES TO ---0 -0 �L ry d 2X 5QUA5H BLK&.ADD 0_W FRAMING MEMBER GAMMON NAILS•EA.END II VG, I I'-0"I'-6 3 O 4-6 5 O 6-0 BE•OUTER 1/5 SPAN ONLY PARALLEL ALTERNATE 3 f FILLERS A5 NEEDED. V/'p N7 b. PANEL EDGE 2X FLAT - ELKS.IS NEEDED m BLOCKED II T/g'2 I'-!i'2'-O"31-6"51-6' b'-0'6'-b• - - CONDITION CONDITION ,'001 g PLAN VIEW WALL TRANSITION 4. 4-16d'S,2•TOP 8 2 O W of 6 14 T b 9 DIAPHRAGM. -MAINTAIN MIN.b"REDSPACIN5HOLES 4 BOTTOM EACH SIDE. > 19 T. DIAPHRAGM BOUNDARY d 4' 2 I'-0'1'-0" 1'--b 4'-O"5'-6"R' b'b"11'-O• -FORBTM THEER HOLE SIZES HOLES NON-BEARING WALL SUPPORT D0009 7 HEAR WALL/WALL I NTERBEGTI ON 4 ,,, B.N.PER PLAN. b. DISCONTINUOUS PANEL EDGE, 14' S I'-0'I'-0" 2'-b'S'-0'S'-O'9'-0'9'-b'II'-b" -FOR OTHER HOLE SIZES 5 S. SOLID BLK6./P05T,MULTI- � �a AND JOIST'TYPE,SEE STUD OR BEAM BELOW. EDGE NAILING,PER PLAN. F- • •i • 10 9. T.PANEL EDGE W/BL), A 0"MIN. g MANUFAGT�IRER SPEC. I. HOOD FRAME 6. HEADER PER PLAN IF BLOCKED DIAPHRAGM), f TYP I. I/2"THICK PLYWOOD SHT'6. 2. WOOD FRAME WALL. 0 In EDGE NAILING PER PLAN. -DO NOT C.UT HOLES LARGE I S. 4"MAX.BRICK VENEER.SEE b Z H 10.24'MIN,UNLESS FULLY THAN 1 1/2-IN CANTILEVER. 2. ROOF SYSTEM. ARCHITECTURAL DRAWING, -� J V BLOCKED*ALL EDGES. AND MANUFACTURER FOR Q W 11. FIELD NAILING PER PLAN ! -A I I/Z"HOLE CAN BE GUT 3. MIN.I/2"THICK PLYWOOD Z MORE INFORMATIONS. J/ MT F 10 15.FRAMING MEMBERS �Q S ANYWHERE IN THE WEB. _ 06.T NAILED DOWN•b" q 4. AIR SPADE WHERE REQT7. BLOCK INS N6 AT PORTS/TRIMMERS 2 x I5. I/8°GAP U.NA. O.G.TO LED6ER/TOP PLATE. T 5. 22 GAUGE)Cl/6"WIDEXb" •II 13 14.DIRECTION OF FADE GRAIN -REFER T-0 MANUFCTURERS 2 IO AS AN ALT.EXTEND ROOF LONG GALVANIZED GOR- -_ PERPENDICULAR TO SUPPORT GUIDE-LINES IN -JOIST 5H7'6.THROUGH FIREPLACE. RU6ATED 57EEL VENEER Z •- 15. BLOCK OUT EDGES,OF THE CATALOG,_ AL 4 /2"THICK PLYWOOD ON 3 t MA 24°IO OPENING W/DBL.STRUGT'L. - I 5 O.C.HO0.RIZONTAL 2 I 2 4 2 4 2 V 0-_ t I p.5 CENTERS EAGNIWAY. '61. MORTAR BED. RE OCCURS ' F W z I6'.MIN. PROVIDE SEAM N.N.OJ AND DI 2X D2 MIN D2 L2 %L2 MIN LI ; W PROVIDE B.N.O ALL ED6E5. b ��// Ib.TYP.APPROVED HAN6ER5 b. IOd NAIL AT BEND IN ANCHOR 1L =J1 O • (5)I. TOE NAIL 5 IF LENGTH NOTCH & HOLES I N I-JOIST S ''� - 5. O.C.LEDGER W/V O O O q. IN SEISMIC ZONE S d 4,ADD W Q tD< • OF TAIL JOIST 15 LE55 THAN 1 ; -==- - O. d LPP4• E.O.G.TO 1 R B.W.CAME WIRE JOINT Q Q Q �y� DBL.TOP PLATE. REINFORCEMENT O 12"O.G. �5(0 J IT. TAIL JO15T/TRUSS PER PLAN VERTICAL. I6.TYP.2-BAYS OF 5LK6.U5E ; ; 6. FIREPLACE FLUE. 10.BEAM OR HEADER PER PLAN PROJECT NUMBER • C516 OVER BLK'6 AND I I II. 5/D"O X S 1/2"LONG,LAG, �.P LJ ZJ NAIL•2 /Ib"O.G. 4 I T. GUT HOLE IN PLYWOOD ONLY g BOLTS O Ib"O.C.5TA56.. 6033q • AS REQUIRED. \ 12.5 1/2"X5 1/2'XI/4"STEEL J i i PERPENDICULAR PARALLEL NOTES: 6 ANGLE FOR " l/H'-O" I. BOTTOM CHORD OF TRU55 ISSUED DATE -STAGGERED JOINTS AS SHOWN � 8. PLYWOOD FLOOR SMT'6. OPENING,a b"x5 I/2'x5/6" 2. SUMP.STG•EACH CONNECT. -NAILS 5HALL BE DRIVEN TIGHT BUT y 6 b q GONT.THRU FIREPLACE. 4 FOR UP TO I6'-O"OPENI (MAX.O 24"O.C) 01/2q/03 SHALL NOT FRACTURE SURFACE OF 3 (NOTE 6"IS VERT.DIMENSION q 3. IX OVER 2X PLATE OR(2) SHEATHING. 9. FLOOR SYSTEM. OF ANGLE). 10 b 6 2X TOP PLATE WHEN TRUSS PLOT DATE -SEE GENERAL NOTES FOR PLYWOOD BOT.CHORD IS CAMBERED TYPE,THICKNESS,SPACING,,a NAIL SIZE. I 10.MAX.UNSUPPORTED HEIGHT NOTE:ANGLE NEED TO 4. 2X BL'V0.O 24.O.G.W/(2) 05/05/04 -PROVIDE MIN.3/6"EDGE DISTANCE• I I" TO BE 4'-0".FOR HEIGHTS 2 a-- -0 EXTEND d BEAR Ibd'S TO EACH MEMBER. 16 FRAMING MEMBER d 5/I6"TO EDGE OF 'I i i 1°j GREATER THAN 4'-0"USE MIN.4"ON SIDE 5. 2X MEMBER WR2)Ibd TO BLK' DRAWN BY: REVISION BY: PLYWOOD DIAPHRAGM. Iin ADEQUATE KICKERS TO OF VENEER. b. 2X6 BRACING,. -ALL DIAPHRAGM BOUNDARIES SHOULD 2 r BRACE WALL TO ROOF. D T. (2)2X TOP PLATE. 12 BE LLY SUPPORTED BY FRAMING I i 6. 2 16d'5•12"O.G, -OPENING IN MEMBERS YV BOUNDARY NAILING, I ,% II 9. TYP.EDGE NAILING. 6 o SHEET NO: -DIAPHRAGM -Tab EDGE TO BE LOCATED OVER 4� I I q 7 II �--0 I 10.2X CEILING,JOIST OR BOTTOM 16 GONTINUOIY PANEL JOINT. i i CHORD OF TRUSS. -MAX.UNSUPPORTED SHEATHINGFRAMING G BE - II. 2X BLK'6 X 12'LONG•tb'-0" 15 ly 24'.PROVIDE ADEQUATE FRAMING, •Il t_�. SECTION C.ONNEGTION MEMBERS TO LIMIT SPAN. D0003 TD R•.VWALL 12 O OPENING, ACT.CONDITION ACT.GONNEGTION 4AI16dL TO TOP PLATE SN-I� 20 SHEATHIN6 LAYOUT 16 NOTCH 4 HOLES IN CONY. JST. 12 EXTERIOR FIREPLACE CONN. 8 MASONRY VENEER/CAVITY WALL 5 FRM'6. TO NON-BEARING WALLS 3 L 5YMBOL5 LEGEND FOOTING DROP IN 5LA6(VERIFY PRIOR TO GONSTRUGTION) —•—•—•— REBAR T 7 �+ i--- P® PAD NUMBER GOVVIS ENGINEERING l I p e DDEETAiLSSHEETNUMBER CONSULTING i l I 12'-0" GROUP I'!II PAD SCHEDULE �j I ..__ --------------- 4400 CAMPUS DRIVE I -- --� -- —_ — — — — NEW FIT BEACH r -------------- r rri - -�--_�-��� - I 2'-0'S0.X @'DEEP PAD W/(2)s4 F.K. CA 92660 NEWPORT BCH_ (949)752-1612 1 2-6"SO.X 12"DEEP PAD W/(5)x4 ESN. FAX (949)752-5321 PALM SPRINGS: (760)32325090 u I I I 1 1 2'-0'90.X 15'DEEP PAD W(2)04 EJN. 4 2-6"90.X IS'DEEP PAD WI(5)04 EA. SAEED J BEKAM,PE 1 2A I I I I 1 RESTRICTIVE NOTICE 3'-0'50.X 16•DEEP PAD W/0)s4 E.W. 1 I I THERE D IONS E TH N 3 AND n 12'-0" I sRO GAMING OF OU HE ENEERINE 1 I C I I I P6 5'-6"50.X 15"DEEP PAD W/(4)•4 EJN. L1'Ny0 GROUP, �� I n as UTON SHOWN Is 4'-0"50.X II DEEP PAD W/(4)04 E.W. CONFlOENTIAL TO ALL RECIPIENTS I I I I cm BE COPER T RND NO P�OF THESE DOR 50-6"50.X lb"DEEP PAD W/(6)»5 E.K S RIEREPRODUCED R DU E NOR CAN E THEM VATHOCUM WRRTEN CONSENT OF __-.... ..... _....I COWS ENGMEERNO CONSULTING Al - — — FOUNDATION NOTES 4 ALL INFORMA ION FROM I I I -� 1 cwOur @ART I AL FOUNDATION PLAN BASIC PLAN APPLIES TO I , , I COPVPoGH TOOVASlwG GENOIROUP OPTIONAL PLATS N.N.OJ I I I . I I. REFER TO SECTION bA GF SN-I SHEET FOR ALL FOUNDATION NOTES. CONStAnNO GROIN MB2 N1 RIGHTB RESERJED _ -_ ------ "'----- 1 I I � 1 - 2. REFER TO DETAIL ISi5D-I,16/SD-I,IT/SD-I AND Ibi5D-I FOR OPT. P i R PL G / MED ! SCALE : 1/4" = 1'-0" 1 L J ____ —____.1 INSTALLATION OF NOLDOYWS. 5. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPAUN6, REVISIONS NO. DATE DESC. _ISHE IDI PPANEEL ASPS TYPEN BOLT 2 05/21/05 CLIENT REV -- r --.._... ® 5/6"41 x 12"a 48"O.G. 1 1 4 05/03/04 CLIENT REV I 5/6'm x 12•a 52"O.O. © 5/8"41 x 12••12"O.G. - - A 5/6"41 x 12"a 5"O.G. 5/6"m x 12"a 16'O.G. -- L— — ® w/5X re�IIIe In contack w/ - -- - _-' conc Li .. L -r_ :. 2A h� , CJ I sbmcbe w/3X6 si�11•16"O.G. slaehs 5/3�Sit O 12"OA. EIW ———————— L---r-- T^ I � r I J Q --- W x 12^e o 04. � Cl � sltlms w/5X6.111 cNyr" r---- ° I I I +I 16'O" tu I aA I' r-----Ki 12 —————- pU ,r v 4A � SA 1 LLl ;mil 'ICI' D i --J J Z J ------- -- --�---- �"'I— --- - i-- D1 O 1 -AO�of --J ALL INFORMATION O O J a BASIC PLAN APPLIES TO PARTIAL FOUNDATION FLANI OPr10NALPL_ANSN.N.O, yea �< 612 1 0 OPT. BEDROOM 4 SCALE I v r-� r 1 I L_J LJ PI L 11 3D1 R0.0 DI w PI pl I N K Q T I a O O W I 3 U I I z 0 1 I z J W L------------------------- --------� O T- Q aaQ DI 4 W UZ— w z \TJ 16X8 q TJ 16X$ O _N to GARAGE PORTAL 6ARA6E PORTAL Q(OJ PROJECT NUMBER 60339 ISSUED DATE: 01/261/05 PLOT DATE 05/05/04 DRAWN BY: REVISION BY: Q.H.N. POUNDATI ON PLAN SHEET NO: FL AN I A - - SCALE : 1/4" V-O" S-1.1 SYMBOLS LEGEND ti FOOTM6 DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) —•—•—•— REBAR PAD NUMBER GOUVIS °ETA"NUMBER ING CONSULTING DETAIL SHEET NUMBER _ GROUP ----- —, 'r-.-.- — \ ---------1 --- it �r 7 -- — UMCAMPUS AMP SDRIVE r------------- _ Pl�D SCHEDULE Ir ,. --------� ® I I - \ I n Y-O.90.X 12"DEEP PAD W((2)+4 ILK 2T�Bo CH Iii1 I I -.. -...--- _.._.._ I I 4 -•' P2 2b'50.X 12"DEEP PAD VV(5)•4 E.W. FAX, T BCFi (949)752-532 � l i �--. --_ _ I FAX: (949)752-6321 17 2'-O'W.X I&'DEEP PAD YV( PALM SPRINGS (780)323-5090 2A \ < , _ i--. 2)k4 E.W. I I I SAEED J.BEKANi,PE I 2A I SDI 1 1 I I I a 2't'S0.X lb'DEEP PAD W(5)•4 E.W. I I SDI - RESTRICTIVE NOTICE B'O'S(t.X Ib'DEEP PAD W/CJ)n4 Eld sgNs,ORnwlNos.nNO SREaF�—�014 ME THE EXCLUS- ' V-b 50.X Ib•DEEP PAD PV(4)-4 E.W. PROFERfY GF GOUM ENGINEERING coNSUEnNG colour,u<O u E rroRF OF NTS _..__!1 - —i I S-b•• �50.X I&"DEEP PAD VY(b).5 EX NER�Ep.NOR�o,OR _ ME A I =� I /Ey MOTHOV wamEN CONSENT OFM ' I - GOWIS ENGINEERING CGNS -a POUNDATI ON NOTES GROUT CONSULTING ENGINEEPoNG L J -- I—' --' —t - I I I -- - J- I. REFER TO SECTION bA CGNSU OF 5N-I SHEET FOR ALL FOUNDATION NOTES. LTING{TS L J / --------_ 2. REFER TO DETAIL 15 5D-I,Ib/SD-I,IT/5D-I AND lb/SD-I FOR 1 INSTALLATION OF HOLDOWNS. 9. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPA 1NS. REVISIONS j iL �i I I NO. DATE DESO 1 I I SDI J' I PANEL ANCHOR LT I I I TYPE 5H/21/03 CLIENT REV A S/b•m x 12'a 40"O.G. I, 5/b•m x 12"a 52'O.G. 4 OS/03/04 CLIENT REV a I I `ter J I I i I ram,- A s/b"m x 12•a 12"O.C. ;I I A s/b•m x 12'a b"O.G. 1 , ® s/b•o x 12•a 16•oc. % n co coot w -- 5/b'aP x 12"•Ib'O.G. ---- k�Ft - -- c'� --_ -- I I I I .a°s 5i sxt •12"o.c. e�xp LJ------ ---- — I I I -------- L_' .r, —J i e 5/box12 ab oc. sr IV�L 1 i( I I I ) ,bO ,w sxb.u1 aF c O �A , U II -77 __ _- _ _—_______J J i----- ."---------- -� i�------- -t---�-----------J } W I I I r-----Kx. ----------------- r <-- I 13 OV L--------------------''1�--- �w I' Otuo ------------ - I. �-_J ztuo OYW I < I I I v �Jif PI —, PI —, PI — I I < I — I I W I I I I I I i I 3A 1 I- 1 r I L J J L i IF o Q I O PI I I = I 3A am Qm Qm I ma I L_J L_J L I 'rc Ir f w I o< LL � P1 PI N W I Q O I I I d I Z wdw w Ww I I I 0 3wd — J -————————————————————————— --------J :3 m L O ------------------------- --------� tL rW � 2 I J rr!!�� UTJ 16X8 q TJ 16X8 4A F--Z W U Z-- 6ARA6E PORTAL 6ARA6E PORTAL TJ IbXB q SDI TJ IbXB lluz 6ARA&E PORTAL 6 PORTAL �J PROJECT NUMBER ALL INFORMATION PROM ALL INFORMATION FROM 6033q Pr4}�TIAL NOUN®ATION PLAN- BASIGPLANAPPLIESTO Pf�RTi ^L POUND ^TION PLAN ALTERNATE ISSUED DATE BASIC PLAN APPLIES TO ALTERNATE ELEVATION N.N.OJ _ ELEVATION N.NAJ PLAN IC SCALE : I/4" = I'-O" PLAN N IB — - - SCALE : I/4" = I'-0" OI/29/03 PLOT DATE 05/03/04 DRAWN BY: REVISION BY: Q.H.N. SHEET NO_ S-1.1A SPECIAL FIELD GOPISTRUGTION NOTES 1.FOUNDATION DIMON51ONS ARE EXTRACTED FROM ARCHITECTURAL DRAWINGS.GOVVIS ENGINEERING CALIF=ORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE S BO S G D ARCHITECTURAL DRAWINGS AND WITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZES OF All ANCHOR BOLTS,NOLOOWN5,EMBEDDED STRAPS AND FRAMING MATERIALS.CONTR:AGTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL _____ FOOTING ARCHITECTURAL FEATURE5,SUCH A5 BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, - - PATIOS,PORCHES,-AND STOOPS. 2.CONTRACTOR SALL ND VERIFY TENDON LENGTHS A STRESSING TAIL LENGTHS PRIOR TO DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) H FABRICATING CASL-ES,COLOR CODING OF GABLES 15 ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN,BUT NOT ------- REBAR LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION SUPPORT LAYOUT,SEE DETAIL(OPTION,(5/PT-I). I 8 SPACES AT 1 :, PAD NUMBER GOU V 1S NG IOR TO 5 THE PLANS AT GONITRAGTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON I: I ` DESIGNATION.SR1RE55� ND DE ATIOF 5H DONS MAY BE FROM THAT OAR ON -------- I I i--- WHTPUR SPACES AT * YEL-BRN YEL-6RY 4 YES -q 4 xbEL-6RY ENGINEERING 1I� Sx46' 3 I � - 4' Ixb3 4.THE FLOOR SLAB L EXGE EN - T1 L-BRN 5D DETAIL SH11 TAIL EET NUMBER CONSULTING OWN OTHERWISE.5. MENSIONS AREM-NOT _ HOLDO_ I!I I SPONSIBILITY OF12,-0. GROUP THE IGONTRAGTOR'o SUPERI INTIENDEHIT,THETo PM R�AFINI CONTRACTOR AND RTHE CONCRETE I I I CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS I I PAC SCHEDULE FOR PROPER INSTALLATION. I I I - : c...... .. STOPROVIDEOPS PORCHES, PATIOS AND AND20THER ATTDAGH2MENT5MWHENNGA�ST INDEPENDENT C40 ROF� .i r--- .1 �- 1i'..;.....-r.... ...::1..........:.........:............•.•.i••••.. ••.•y.••••••`-:' I - --- - - --- -- ---- ------ --- PI 2'-0"SQ.X 18"THICK PAD W (2 -4 E.W.BOTT. NEWPO CH POST-TENSION SL.AJ3 UNLESS NOTED OTHERWISE. I :.I ) I I: 4 I i I Hp L / ..-,.� r r CA 92660 -7.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. I' : x I 1 �B \ I I :I I 12'-6'SQ.X IS'THICK PAD W/(5)-a EYL Bon. NEWPORT BCFi (949)752-1612 6.REOUIREMENIS POR PRE-SATURATION OF 5UB6RADE SOILS AND DAYLIGHT SETBACK OF I I I IT'-10" I I: I I FAX (949)752.6321 EXTERIOR FOOTINE35 FROM ANY DESCENDING SLOPE SHALL COMPLY WITH SOIL REPORT t�}'-I I I : '". - - ) I '• ••-• --.•••- :I I I PALM SPRINGS (/SD)323-5090 RECOMMENDATIONS. 4 I:1 I : �- F7 S'-0"50.X IS"THICK PAD W/(4)05 E.W.BOTT. 9.ROOF/FLOOR FFZAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY ...)............. ........:..........1...Ir...............1.L1 ............;....... ,` .....I .) .,,.y_ .. .I 1...... ...... ... ....�.r, .. I I I I I ( I .1 :1 1 I I I I ;1 SAEED J.BEKAM,P.E. PROHIBITED TO BE IMPOSED ON SLA65 PRIOR TO STRESSING.BEGIN WALL FRAMING 3 `,I I P4 W'b"SO.X IS"THICK PAD W/(4)#5 EA.BOTT. DAYS AFTER CONCRETE POUR,IF GYLINDER BREAKS INDICATE MIN.2000 PSI STRENGHT. 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE I I:, 2B I 1 PLACEMENT AND 9 TRE551NI6 OF POST TENSION TENDONS. I 1 -, 410"50.X 16'THICK PAD W/(S)05 EA.BOTT. RESTRICTIVE NOTICE II.FINISH GRADE ARROUND THE PERIMETER OF P05T TENSION SLAB SHALL BE CONSTRUCTED : 1 : I - 5UGH THAT RAIN AFND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. -, I y. , : : Q I - T1ESE DESON5,D MNDS,AND 1.............:. I I...I...........:: ;............. .I...1..................... ..........1.:� 12.ALL SITE AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING COMPACTION OF I I ----' "'�' I"-;••"•' -'"--' Fb W-b"50.X 10"THICK PAD W/(S)#S EJN BOTT. SFEp ICATIONS ARE THE EXCLUBNE THE FILL,PRE-SATURATION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE { : :I I I PROPERTY OF oolrvls ENOINEFAINO PERFORMED IN AG.CORDANCE WITH THE SOILS EN6INEER5 RECOMMENDATIONS AND 1 1 i •- -- •-i,,.i:.� - 12 2-O i I 1 - I ;I 1 I :; W ,� IH HNC-UDED IN THE SC)ILS REPORT. _ .Y I I 4 u I I I V-O"50.X I6"THICK PAD At(5)05 E34.BOTT. CONFlDENnAL TO ALL RECIPIENie 13.A MINIMUM OF T 1HREE(3)GYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE AND NO PA OF THESE ORAWINOB TENDON AND A�INSTALLATION NOTES ��)4 ALL INFORMATION F ............ .......................... ... )... ..... . "'-"-"-" "-' I6'THICK PAD W/(b)-5 E.W.001T. CAN BE COPIE0.TRANSFERED,oR _ _.._ .-. REAUWS BE NOR CAN ANY)\ V-6'50.X BE BAILNO 7EN510N ON THE TENDONS UNTIL AFTER THE STRAND BUNDLES PER THE DIML-NSIONS ON BA51G PLAN APPLIES T P -( N nN0THE STRAND PLAN_(NOTE:BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE ISOPTIONAL PLANS NNAJ . I--.- _ -.___ -'�-�.•�' ; -T ; 'I II : POST TENSION NOTESS IKKIiNEEWN(3TCIXROf.1xTM I.BULKHEAD BY L=ATINS THE CENTER OF TV7CONCRETE 15 POKED). RTIAL PRAM I NC PLAN °P 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE I I I. J I !I j COPYRKYHf DOIFAs ENmNFFAINO SCALE 1/4" = 1'-O" I ) I '', L SEE SHEET PT-I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL CONS ATINO OROUP=2 PER DETAIL(4/PT-1)AND DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED OPT. I RE PL AGE / MED I t I I 1: 1 ::I --- I I 1:: PARAMETERS.SEE POST TENSION DE516W PLANS FOR SPECIAL AIL RK3HT6 RESERVED OTHERWISE,DO HIT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN .•.1............. :................ .-.........,...I................ ........:............:......1.. ..:..........:.: .i•••••- •••••••-•••.x_'.1 -______�_�_�. ION PLACE. CONSTRUCTION NOTES,TENDON AND ANGHORA6E INSTALLATION 3.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER L____ ___ __J J L._ -J L---- r---- L__ � NOTES,CONCRETE PLACEMENT NOTES,TENDON PROCEDURE N6 DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED GOIL5 OF STRAND H I IN6 PRocEDURE NOTES' REVISIONS AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 0" T'-Q'II `��-�1�-- --•`-- f ` jam' PREPARATION NOTES,TENDON STRESS STRE55 N6 HOLES SEALING,NOTES OF STRAND MUST PA55 THE BULKHEAD AT EACH STRESSING END. r - , r H _ 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESC. 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS 1 - I I: I I :I I I DESIGN DRAWINGS FOR ALL DIMENSIONS OWN ON TIGHT TO THE BULKHEAD.Ibd'a RIND SHANK RECOMMENDED. PT.I '- ............................:.......... .. ... ......-...............-............:... I ........ 1 ......... ...... I P05T-TENSIONED FOUNDATION PLANS AND REFER TO I' 1' 1:' I... i.4.T... ...C�......,.I...i.... �I O 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 1/2'FROM BULKHEAD SUPPORT 50 : - 2 THAT THE CENTERLINE OF THE ANCHORAGES IS APPROXIMATELY 3 I/2"BELOW TOP OF .- I - .I : I I :I I I V F REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED FOR • I 05/21/05 CLIENT REV.2 SLAB. -__:_-- I :. I I: I I m< FOUNDATION PLANS. b.AT STRESSING SHIPS,REMOVE WRAPPING TO APPROXIMATELY 6"INSIDE THE BULKHEAD, '= 1 I 1; I - I. :1 I I : a z:,R 4 05/03/04 CLIENT REV DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND \ - •---------------•. ••••'.••.-' ...... ? I cl(y W S. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) 12". .............- I...I...............-................-. ...I.•.I..:..:`•...... 1 :I I I x l�V DRAWIN5 FOR ANCHOR BOLT,HOLDOYAU CALLOUT INFORMATION AND THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED I : I I: I I i� O S SHEAR WALL LOCATIONS. . -• _ R -1.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND STAGING. WRAPPING 12"OR I FOR ONS TEARS IN PLASTID WRAPPING AND REWRAP.ALL TEARS IN -_---_______.__1-ti _ __ Q 1 I I: I 'I u: 5. REFER TO DETAILS IS/PT-I,16/PT-I,IT/PT-I AND 18/PT-I FOR ER SHALL BE REPAIRED. : 4 I I I: : I I I I I INSTALLATION OF HOIDOWNS. 9.TENDON PLLA5T6.CHECK N G WRAPPING SHALL BE CONTINUOU5 OVER ENTIRE LENGTH TO BE UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS .... 1 ..I:.............. .......................- 1--.........L,. r- ... SE DURING CONCRETE PLACEMENT. �J I .:.� ANGHHOR BOLT .... C' ItL 1 TENDON 9TRE551N6 PREPARATION NOTES ,II I. � -- L`- 'T-`-"Jr -� [J - ---L-- --- --- � I.REMOVE POCKET FORMER I _ ---- __ ----_-_y - _- _ -- --- -- PjY�pE SPACING r 2.GHEGK INSIDE E AGH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF , .: r--- f"- r - ---I (� - j', "� r 1 ® e"m x 12'10 46'O.G. ANCHORAGE 15 CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A I 1 I - - I I; I :I I J SCRAPER OR SCREWDRIVER. i r«-��--- : I 5/6'O x 12' 32'O.G. F-�- 3.INSERT A PAIR mOF GRIPPERS BY HAND INTO EACH ANCHORAGE. -..1....................................... J...I:-... . ......... ..........:......I...I. ... ;..1...... ..........:..........1.:. 1 2 ..... 2. .'.. .... ..`... 2 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT r_- 1 - I i _ .I t DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS I0 --�, :1 1 I © 5/6"6 x 12"b 12"O.G. Avv. la �. I `i I: 1 : 1 1 1 I I i - a RULE ARE RECOMMENDED. J a� _dP• _ # W 2 4 TOP ' TENr�ON STRES41N5 PROCEDURE NOTES II.U� Tl:1 I I' �4 1 1 � _ ' �1 I I ® 5/8"b x 12'6 8"O.G. � HE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON ° " 1............•-.•..•..•••••......•....•.(...). ® I �J I :I I EXPERIENCED IN T.tl6 TYPE OF WORK:HE/SHE MUST EXERCISE CL05E CHECK AND RIGID -- ----------J a Q I I I'•••••••••••--.-:..--......--••••:........... ....i...1.,r.-r.1..1..........................1.I........ ...I...... .4. ...... ..........( 12 b 16"O.G. -- pIII h GoMatt w/ 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, n 1L r -..{...:..........' I I: - I I r I I 5/6"IP to CONTROL OF ALL OPERATIONS. ,--J N O 1 CURED UNDER JOB-SITE R HAS ATTAINED HAVE BEEN TESTED AND INDICATE THAT THE 1 :I I sd�5/6S"Ud�x III 16"O.G. CONCRETE IN THE-MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL 1 - I 0 w/ a DRAWINGS OR 2OCD0 psi(MIN). ,. - I _�•___� _�I__� L��� __�___J C 5.ALL PRE5TRESa31NG STEEL SHALL BE 5TPZ55ED BY MEANS OF 051,OR OTHER EOUAL I HYDRAULIC,JACKS,EOUIPPIED WITH ACCURATE READING,CALIBRATED HYDRAULIC ............ ^r"""""""' s" I: I y .�.: :......1... ..:.J..:�� 5/6"41 X 12 •12 0.0 U PRESSURED 6AUSS5.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. : : I - I : � UN 91d6a H'H/9X6 all! 0 4.THE POST-TENSI ONINS OPERATION WILL BE 50 CONpUGTED THAT ACCURATE ELONGATION I ; : I: -'' q: I IL: / `H 'I I 12 : I T Z W �N� OF THE PRE5TRE5'SIN6 STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS a•C SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. :i : : I 1; 7 I I 1 1 : 5/8"O x 12"•6"OL. 5.INDEPENDENT IN- GTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND w/3X6 all! ALL INFORMr.iION FROM L____r....-. _�___ j 4-___ -_-- r_J . : :I I I F a SUBMIT REPORTS TO 60WI5 EN6INEERIN6 FOR STRUCTURAL EN6INEER5 APPROVAL ONLY IF 6.THE MAXIMUM Jr+LKIN6 FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 80%OF THE BASIC PLAN APPLIES TO ^ .. ............ ... '� ............;.............;............; .. ... .. .. ....... U X j J. STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. 14" �'-Q" IHt ice' ._. -._ ___. .. ... r...... ULTIMATE FORGE OF THE TENDON �_ - • I I I kip.). PARTIAL P.T. PLAN 1 9 1 aUU 6'-b i 5"THICK SLAB 'I 1 LU 1 z(41.5 x.60=99.0 ki ). OPTIONAL PLANS N.N.Q) 1 '(Y\OK _ \O 12 TABLE"A' J J ot T.TENDONS SHALL BE ANCHORED AT A FORCE NOT To EXCEED Io%OF THE ULTIMATE - - ----- ---- -- POST T'Ef1510N 1 I d I FORGE OF THE TENDON. SCALE : / SOIL EXTERIOR INTERIOR ADDITIONAL (4I.5 x.TO- 26.9 Klpa). OPT. BEDROOM 4 1 1 GATEHSORY-* FOOTING FooTIN6/RIB MILD STEEL IN -� 5.THE STRESSING OPERATIONS PROCEED AS FOLLOWS: I 1 I ......... ...........................l..l........ .. .........L EXTERIOR;. -REMOVE GROMII AT THE STRESSING ENDS;C5CK INSIDE EACH GROMMET HOLE TO (G?tT�C ORY I I III) r-L-'l _ ' BELOW THICKNESS OVE NL� J" FOOTING AND �^ MAKE SURE THAT-THE ANCHORAGES ARE FREE FROM DEMENT PASTE;IF NOT REMOVE PASTE __ r -, L___ _J L _ _ ____ ____ L_ ___ ___J H g _ FROM ANCHORAGE WITH A SCREWDRIVER. I r --- , r---------- LOWEST INTERIOR Z- -INSERT WEDGES, SIDE BY SIDE.BY HAND INTO ANCHORAGE. E!=-______�_ � __ ;-- - -�- ___• __ _ �1 � ADJACENT FOOTIN6/1015 O W -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM P2 -'-1 F- T _ THE EDGE OF THE SLAG. �L__J r---. 1 r r- - --1 F COMPACTED Ott L-_J 1 11 :I 1 I Q GRADE �- cj -STRESS THE SIR AND AT 35 kips. ............:...... .....:.............L.............. ..... ...... Q= I 1...I..:.... f...I.... 1. . -SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO .P2 2 :2 y w CATEGORY I 12" 12". INTERIOR - W THE RAM. 1Q No\Q� 1 .I ,T.I I C,Z SHEAR WALLS Q` IO W -REMOVE THE RA.-H. PT.I �E-y� 1 I I 1 ( 1 Be ONLY N.N.0) /- �'.O p MEASURE FINAL ELONGATION.RECORD ELONGATION, 1 1 1 ; ;I I 1 f0 z N 9.IF INOON515TENGIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION, a 'n CATEGORY II 18" 18" ADD 2-04 IL W AND THE JACK 5UA6E READING OCCUR,THE JACK-GUA5E-PUMP UNIT SHALL BE I _ I I :I I I W BOTTOM x O O 3 W a RECALIBRATE.AN AGREEMENT OF WITHIN T%UNDER TO T%OVER SHALL BE SATISFACTORY. ..........:...... .. ...........:............................ X K GONT. O 9- I. I. I.;. I...I.......<..... ....... . 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 90 INDICATED ON THE PLACING DRAWINGS.TENDO INS THAT ARE STRESSED FROM BOTH ENDS WHEN REOUMED AND NOTED PT ADD'+ App, CATE60RY III 24" 24" ADD 2-#4 tu ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOU5LY IF IT CAN BE SHOWN I I I : (2)-#4 TOP 'I 1 (2)-#4 TOP I I BOTTOM x THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF I I I L=4:-O"PAST ( I L-4'-O"PAST I CONT. O V THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE P E.W. :1 I PANEL 1 I OPPOSITE END.EL.ON&ATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE ANEL :P E.W. - PLACING DRAW INKS.TENDONS EXCEEDING 100 FEET IN LENGTH'S MAY NEED TWO-WAY L___; _J L____: _________;J L_ '_______ J EITRE591N6.1 . ...........r ...........ice-. .v.au..u.: :.......... r..........---i...:a. II.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, -- -- - -- - --- _ CATEGORY I:.LOW EXPANSION W/O DYNAMIC/LIQUEFACTION z I, SMALL CONSIST OP INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF 6000 SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) t LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL ~- F Q Q STRESSING. GATE6ORY 11:.MEDIUM EXPANSION W/O DYNAMIC/LIOUEFACTION 12.ELONGATIONS SHOWN ARE BASED ON.TO F pu.MEASURED ELONGATION T%UNDER TO T% 4 q SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) ~z W W Z OVER 15 ACCEPT/BLE.IF MEASURED ALONBATION EXCEEDS TOLERANCE,CONTACT 15OW15 m< T f=ju N O ENGINEERING. TJ I&X8 q TJ 16X8 CATEGORY III:O LOW OR MEDIUM EXPANSION W/ O J x= A Q B TAKE SAFETY PRECAUTIONS,T NECESSARY;DO NOT PERMIT WORKMAN TO STAND GARAGE PORTAL GARAGE PORTAL DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ n `(QJ Q BEHIND JACKS WHILE STRESSING,TENDONS. OR W/0 DYNAMIC./LIOUEFAGTION SETTLEMENT AND/OR a 41._� I1 Q(O J S��I &HOLE _SEALING NO SATURATED ALLUVIUM GLEANHDUTS, PROJECT NUMBER I.THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2"(INCH)DIAMETER WHICH IS TO BE FILLED AND SEALER WATER TIGHT. POST TANS ION POUND?�TI ON PLAN SEE SOILS REPORT FOR LOT CATEGORY) 6033q 2.USIN5 A CUTTINE5 TORCH,BURN OFF EXCESS STRAND 1/2"TO 3/4"BACK IN HOLE.Be CAREFUL NOT TO=IRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE THE GUT AS OUIGCIY A5 POSSIBLE. PLAN IA (G�T�C ORY I I I I I) SCALE s 1/4" Is 1'-0" ISSUED DATE 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK 0112g103 BLOGKOUA WITHIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS PURP05E.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 PLOT DATE ACCEPTABLE). 05/05/04 TECHNICAL NOTESNOTES DRAWN BY: REVISION BY: -DEFORMED MILD-REINFORCING GRADE 40(05 4 04)STEEL SHALL CONFORM TO ASTM A-6156RADE 60(W5 4 BIGGER) -STRANDS SHALL CONFORM TO ASTM A-416 -PROPERTIES OF I-WIRE 5TRANO 1/2"DIAMETER SHEET NO. -f pu(ULTIMATE)=70 kai -AREA-SOUARE INCHES.153 F WLTIMATE)-POOUNDS 41,500- -Es-pi 26S00,I00( -1.1 B -MAXIMUM FORGE(8 P pU)TO 53POON OVERCAME FRICTION -MAXIMUM ANCHOR FORGE(.7 P pu)26,400- -UNIT ELONGATION PER FOOT 0.019"(PA POUNDS)(12 INCHES)AREA E i SPECIAL FIELD GUNSTRUGTIAAORNN@ENOTES ECTURAL_ ENGINEERING CALIFORNIA DOESERTRACTEP NOT ASSUME ANY LIABILIFROM TY WITH RESPECTTO THESEIS DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE SYMBOLS LEGEND ARCHITECTURAL DRAWINGS AND WITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE ---- ------ - LOCATION AND SIZES OF All ANCHOR BOLTS,HOLOOHNS,EMBEDDED STRAPS AND FRAMING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL FOOTINS ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, PATIOS,PORCHES,AND STOOPS. 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTH'S PRIOR TO DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) FABRICATING CABLES.COLOR CODING OF GABLES IS ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN,BUT NOT _ _ LIMITED TO,DIMEN910N5,TENDON GQ1NT AND LENGTHS,COLOR INS,AND ELONGATION -• •- REBAR DESIGNATION SHALL D BROUGHT O THE ATTENTION OF E ENDS AND GENERAL TENDON I 4b'A =5 YEL-BERM YEL-GRY p _ p^ EL-CRY SUPPORTITLAYOUT,SEE DETAIL(4/PT-I),(5/PT-1). FidM ENGINEERING PRIOR TO -- r __ Sx46'� -3 2" I 3xb2'A .4` 4' xb3'4 -4 T I xiu3'4 -4-I PAD NUMBER C' 5 SPACES AT 4'-2"t 5 SPACES AT 3.FABRESGN&ICATION. END AND DEAD END OF MAY BE,REVERSED FROM THAT SHOWN ON --- --, GO V V IS THE PLANS AT CONTRACTORS OPTION.F ANCHORAGE I ENGINEERING 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN I I I YEL-ERN DETAIL NUMBER CONSULTING SHOWN OTHERWISE I I D DETAIL SHEET NUMBER 5.DIMEN510N5 ARE NOT FURNISHED TO 5IMPSON H(JLDOP:NS.IT IS THE RESPONSIBILITY OF I I 12'-0" GROUP TRETE CONTRACTOR TORLG�RTHESE AANT,THE NGHORS IN THE EXAMIXAGT LOCATION.REFER TO AND THE DETAILS I'. I 11 PAP SCHEDULE FOR PROPER b.PROVIDE a5MX 24"DDOI•24"O.G.AND 12'FROM CORNERS AT ALL CONCRETE ALLATION. I I ...............:...............:...............:... ... .....:,:ti :. ..... ......... ........ ......... ........ 00 S R STOOPr POST-TENSION SLAB UNLESS NOTED OTHERWISE. I I - - .. ..... .:.. . - �,- r - �- ---:--- ---- ------- 2'-0'S0.X IS'Tk11GK PAD W/(2)a4 E.W.TOtt. NEWPORT BEACH 60 PTADMIXTURES ON SL CONCRETE UNLESS NO OTHER OTAIN NCNB CALCIUM IU•7 TS LHLORIDETS SHALINDEPENDENT DNOT BE USED. ., I I r---- --- Il-10"_---` ® �B X {' , 2-6 50.X II THICK PAD W/(3).4 E.W.GOTT. NEWPOR C CH 6(949)762.1612 �- PI b.REQUIREMENTS FOR PRE-SATURATION OF SUBGRADE SOILS AND DAYLIGHT SETBACK OF : ,; : FAX: 949)752-5321 EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH SOIL REPORT i-� I "' 1 I : PALM SPRINGS C1sa)323-5090 RECOMMENDATIONS. I : I : : : 3'-O"50.X Ib'THICK PAD W/(4)a5 E.W.BOTT. 9.ROOF/FLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY ,I i .............•. ..•........... .. ........... ..\'' I.. - ".•........ •••••........ ...... PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STREWING.BEGIN WALL FRAMING s I (-+ , f I SAEED J BEKAM P.E. DAYS AFTER CONCRETE FOUR,IF CYLINDER BREAKS INDICATE MIN.2000 PSI STRENGTT. I I I 1 4 S'-6"STi.X II THICK PAD W/(4)a5 E.W.BOTT. o. BPECIAL 9UGH ME RAIN AND IRRIGATIONE PERIMETER OF N TENDON INSTALLATION,CONCRETE ESN5PEZTIqN reNDONs. I I :' 2 I PS 4'-0 5Q.x 16"THICK PAD w 5)•s E.H.eorr. PLACEMENT NET AAD 5 TH OP POST ER O0NOST TENSION SLAB SHALL BE CONSTRUCTED - I II T�_O. RESTRICTIVE NOTICE REQUIRED FOR THE NISH AROUND WATER IS DRAINED AWAY FROM THE SLAB. I'_�--� :.I. .7 ..... .... ......... ........ ...... ........�.,� THESE DESIGNS ORll%VM AIA ........•.•••• •••••••••••••••......A •••• 212'-O°"" rECRCATIONS MIE THE E%CW&VE :.. THE ALL 517E AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING COMPACTION OF I I I I �.. - P'6 4'-6'SQ.X 19"THICK PAD W/(5)a5 E.H.E^l BOTT. THE FILL,PR-SATURATION,AND CONCRETE SEAS BASE PREPARATION,SHALL BE I I - I PROPFNSU OF GROUOLAIISP. .olAtOKEEPING PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND I I 1 I CO" T�aRollP '� INCLUDED IN THE SOILS REPORT. - 5-0 50.X II THICK PAD W/(5)a5 E.W.BOTT. NFORM m SHOWN IS I I Q I :' CONRDENTIAL TO All.RECP ENTS 13.A MINIMUM OF THREE(5)CYLINOERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE : 4Q ANO NO PART OF THESE DRAWINGS STRENGTH. .:.1.............:...............:...............:... ..... .....I. ),I............:.... I ..... ......... ........ ......... ........ ......... ...... I 5 6 50.X 18 THICK PAD W/(6)05 E.K.BOTT. REPRODUCED.NOR CAN THEM TENDON AND ANCHORAGE INSTALLATION NOTES ALL INFORMATION FROM I I •' "'•• ••�• I; STRICTURES 4 NY F .... -- ••1••. BE BUILT FROM I.BULKHEAD BY LEGATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON BA51G PLAN APPLIES T POST TENSION I OY.I NOTES W1iHWT WRITTEN WNSENT OF ARTI/�L FRAMING PLAN ; -,- I� T. OOUNSENGNEEWNGCONSLTNO THE STRAND PLAN.MOTE:BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE IS OPTIONAL PLANS N.NAJ GROUP NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 19 POURED). -- - it : ENGINEERING 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE OPT. FIREPLACE �E17I _ , I COPTRpHT OmGl ENO, PER DETAIL(4/PT-1)AND DRILL A 3/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED SCALE I/4" = I��On I. SEE SHEET PT-I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL OONSILSOIIOUP pot OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN ...:.........:...............:...............:...............:. '............:....-.�. .....I J..:.............:.:...........:.............:... ................�. SEE POST TENSION DE56N PLANS FOR SPECIAL PLACE. -- ... PARAMETERS. CONSTRUCTION WCONCRETE�PLACEMENT NOTES, I� SER"EO 3.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER I : : - : : NOTES PL 1 S,TENDON AND�"G5TRE`�N& DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED GOIL5 OF STRAND '� I PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 15" I I : STRESSING HOLES SEALING NOTES. OF STRAND MST PASS THE BULKHEAD AT EACH STRESSING END. T 11 1 / I w 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESQ BULKHEAD. .. .....: ...............:...............M1.... I O DESIGN DRAWINGS FOR ALL DIMENSION5 SHOWN ON SI TIIE DEAD-END I ANY,IN PLACE APPROXIRECOMMENDED.ROM BULKHEAD SUPPORT 50 .. ._ 1 "I' .. ...... J.I. - 4 rJ .................:...................... - PO5T-TEN510NED FOUNDATION PLANS AND REFER TO 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS I - MATELY I THAT THE CENTERLINE OF THE ANCHORAGES 15 APPROXIMATELY 5 1/2"BELOW TOP OF I •O Q ALL REMAINING DIMENSION NOT SHOWN ON POSTSTEN Is ONEINGS FOR 2 I NT. '1 08/21/03 GL E REV I :. DO AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY 6"INSIDE THE BULKHEAD. -- - c Z N FOUNDATION PLANS. 4 05/05/04 CLIENT REV DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND ,(N �' I I R W 3. VERIFY WITH ARLf11TEGTURAL(AND STRUCTURAL IF BY OTHERS) THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED x O Q DRAHINS FOR ANCHOR BOLT,HOLDOWN GALLOUT INFORMATION AND 12'. .A.............:...............:..............................._................:.......... ......{... ............:..�.L), ....FI.L___,._fII...................... ...... p LL SHEAR HALL LOCATIONS. I : T.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. I : t r� N PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPADING. b.GHEGK STRANDS FOR TEA.5 IN PLASTIC.WRAPPING AND REWRAP.ALL TEARS IN L; r- ----. T-� 4 I 5. REFER TO DETAILS IS�LDI,Ir'b/PT-I,II/PT-1 AND Ib/PT-I FOR WRAPPING 12 OR LONGER SHALL BE REPAIRED. .. DURING CONCRETE PLACEMENT. LENGTH TO BE INSTALLATION OF UNTENDED AND q.TENDON PLASTIC HR INTRUSION OF CEMENLL BE T CONTINUOUS OVER ENT, E T T MATERIALS -J .. -.. L ...1. ....i ... ........ ... I,� I .. ................. .:.. - ......... ..... ...... A .4NCFiOR T : - .. !. f TENDON 9TRE991N6 PREPARATION NOTES j :.._ .• •• I.• •~+-�-�• N 1:REMOVE POCKET FORMER. . 1 2.GHEGK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF - �, r I y I. ® romx12 •a6°OZ. ANCHORAGE 15 CLEAR.IF A FILM OF DEMENT PASTE HAS INTRUDED,REMOVE IT WITH A 3.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. - :.I..............: ...........:........ :....:................................:.......... ........ .. .f�.* ...... ............. ......:. 4I PUT A G PAROM THE EDGE OF THE SLAB. THE EDGE OF THE YELLOW CRAYON SLAB,OR AT A CONSTANTI.j��L).. .. SCRAPER OR SCREWDRIVER. 1 c. J x 12"s 32 OZ. AND A WOODEN CARPENTERS ❑ © 5/0"O x 12"a 12'OZ. IPA CIVI J a 8' :.I ® RULE ARE RECOMMENDED. --J Q ADD. I. �.J i� = W/(2)4 TOP \ )• , � OF CN TENDON 5TRE551N6 PRATI5NRE NOTES (� I �^,�f 1 ® 5/8"m x 12"O 8'O.G. I.THE STRESSING OPERATION MUST 0E UNDER THE IMMEDIATE CONTROL OF A PERSON !; I"'--•.... 5/8'0 x 12'•Ib'OC. EXPERIENCED IN TH15 TYPE OF WORK;HE/SHE MUST EXERCISE CLOSE GHEGK AND RIGID _ •---• ••• •••••••• -•-- �$'`h�Q�� d I : ......... ............ .... .R. ...... ® W 3X all In GontxS rV CONGER URED DER JOB SITE CONDITIONS,HAVE AIMED THE STRENGTH CALLED EN TESTED AND FORON TE THAT THE STRUCTURAL I ., I S/B" e IN THE - - x IL• ........ .... i [ i I I1 ,_o„ adea�✓ 16 0 CONTROL Or ALL OPERATIONS. b'm x 12'. C. 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, N O I J n 1 3.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EQUALDRANIN&S OR 2000 PSI(MIN). 1 ' HYDRAULIC JACKS,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC 18' .......:.............71 Q(V I. 1 5/8'm x 12'a 12'OC. PRESSURED GAUGES./k CALIBRATION CHART SHALL ACCOMPANY EACH JACK. I I y� a rr/5X6 alll 4.THE POST-TENSIONING OPERATION WILL BE 50 GONOUCTED THAT ACCURATE ELONGATION 1 _ -T-- _J b O ) Np OF THE PRESTRESSING STEEL GAN BE RECORDED AND COMPARED WITH GOMP'UTATIONS I -'.� r I .. q: 12 SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. I : p¢,,,�y.// I i 5/S'O x 12'•b'OC. Z 1- 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND - I Sy• _J O: I dp�w/3X6 alll SUBMIT REPORTS TO SOUVI5 ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF L STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. .}..._._.._......i......... .....1.......�•_-:.{..........._} :......... . ..;_...._. �,T..._.. ... ........ ......... .... ......... ...... Q W b.THE MAXIMUM JACKING FORCE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF THE ALL INFORMATION FROM • { U V ULTIMATE FORGE OF THE TENDON. BASIG PLAN APPLIES TO 0 OPTIONAL PLANS N.N.0) �0 12 TABLE"A" J J D, (41.5 x.50-53.0 kya). PARTIAL P.T. PLAN I I yt� I :6 b : : s"THIGIC SLAB T.TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 70%OF THE ULTIMATE FORGE OF THE TENDON. MALE 1/4" = 1'-0" 19 1 I POS : : : I SOIL EXTERIOR INTERIOR ADDITIONAL (415 x 10.26.9 kips). OPT. BE®ROOM 4 - 28'-O" I ,CATEGORY*• FOOTING, FOOTING/RIB MILD STEEL IN e.THE STREsSINS OPERATIONS PROCEED AS POLLOVG� I ........•..........................T........... ......... ....J ......... .......... - EMBEDMENTOVERALL EXTERIOR QL -REMOVE GROMMETS AT THE STRESSING ENDS;CHECK INSIDE EACH GROMMET HOLE TO (G�tT CEO RY I) = MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE BELOW THICKNESS"J' FOOTING AND FROM ANCHORAGE WITH A SCREWDRIVER. I r - R K - LOWEST INTERIOR Z INSERT WEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. ,Qr P3 I O to P2- 1------- ---� I__-------- Jpr Y ADJACENT FOOTING/RIB W -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I VI I '1 THE EDGE OF THE SLAB. L--J L--J I IL I Q GRADE TED O -STRESS THE STRAND AT 33 kips. .... _ - ^ ee=...................................................................... ......................... ... F ,/ THE SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO 19 P2 I I \ W CATEGORY i 12" 12"O INTERIOR - W W RAM. - I I U SHEAR WALLS Clf^n• -REMOVE THE RAM. PT. 'CND - w Q • R//U W I I a ONLY N.N.0) y J p -MEASURE FINAL ELONGATION.RECORD ELONGATION. IO�j 9.IF INGON515TENGIES BETWEEN THE GALGILATED ELONGATION,THE MEASURED ELONGATION, I 1 a p N ,CATEGORY II -IS" 8" �DT4 O LL Q AND THE JACK 6UA6E READING OGGUR,THE JACK-6UAGE-PUMP UNIT SHALL BE I 1 - Er-ALIBRATE.AN RDRAWINGS.TENDONS THAT ARE STRESSED FROM UNDER BOTH ND5 WHEN iALL BE REQUIRED AND NOTED PT. .........�............. :............ �•............. (AD 4 BOTT.... ...ADD. Ott`.. .... I m �IGATE60RY III -__24" --2`} BOTTOM x tL w O 0. D TENDONS STRESSED FROM ONE END ONLY SHALL H NC INDICATED ON THE PEALING I ()4'-O"PAST : : ()4'-0"PAST I GENT. THAT THE WEDGES ON THE RE-512ATED AND NO SLIPPAGE Or THE TENDON. PLACING DRAWENGS.TENDONS OPPOSITE EDIHG DS MU TT T LENGTH'S MAY NEED WO-W N PANEL E.W. PANEL E3^4.�J I O V ~ ON PLAN NEED TO BE STRESSED FROM BOTH ENOS SIMULTANEOUSLY IF IT CAN BE SHOWN I MAY HAVE MORE ELONGATION AT ONE END THAN AT THE OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE •. S.PARTING., ...........e .......u..i+sr '.-...`..a...i+r..........g.......... ........a..euiar:.sv It.PARTIAL(OR EARLY 57RE551N6)OF TENDONS,WHEN REWIRED AND NOTED ON PLAN, ��� �- � � � CATEGORY I O LOW EXPANSION W/O DYNAMIC/LIQUEFACTION SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF 6000 SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) t[ LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL STRESSING. CATEGORY II:O MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION ,■,H•Q Q 12.ELONSATION9 SHOWN ARE BASED ON,TO P ppu.MEASURED ELONGATION r%UNDER TO 7% 4 4 SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) �Z W W Y- OVER 15 ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT 60UVIS 1 ENGINEERING. TJ I&XB .4 TJ III CATEGORY III:O LOW OR MEDIUM EXPANSION W/ O-A =TD B TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND GARAGE PORTAL GARAGE PORTAL DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ l U Q BEHIND JACKS WHILE 5TRE551N6 TENDONS. IL -j OR W/O DYNAMIC/LICIUEFAGTION SETTLEMENT AND/OR O m J 5TRE551NG HOLES SEALING NOTES SATURATED ALLUVIUM GLEANOUTS, I.THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE C.� {� PROJECT NUMBER FILLED AND SEALED WATER TIGHT. POST TEN V I ON POUN✓ T I ON FLAN SEE SOILS REPORT FOR LOT CATEGORY) 60339 2.U51NO A GUTTING TORCH,BURN OFF EXCE55 STRAND 1/2"TO 5/4"BACK IN HOLE.BE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE /� /� -- ISSUED DATE THE GUT AS QUICKLY AS POSSIBLE. PLl'lN I fk (G?�TEcSORY I) SCALE • 1/4" = I-0 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK 01/261/03 BLOGKOUTS WITHIN 10 DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR THIS PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 �T DATE ACCEPTABLE). OS O 04 TECHNICAL PARAMETERS NOTES - DRAWN BY: REVISION BY: -DEFORMED MILD REINFORCING GRADE 40(a5 t 04)STEEL SHALL CONFORM TO ASTM A-6156RADE 60(05 t BIGGER) T.L. -STRANDS SHALL CONFORM TO ASTM A-416 -PROPERTIES OF-I-WIRE STRAND 1/2"DIAMETER SHEET NO-- (ULTIMATE)2T0 kai -AREAS ARE INCHES.41 S-1.1 C -F(ULTIMATE)-POUNDS 41,300t -Ea- 126AOOp00 -MAXIMUM FORGE(,&f pu)TO 334000 OVERCAME FRICTION -MAXIMUM ANCHOR FORGE Cll f pu)26.900a -UNIT ELONGATION PER FOOT O.O'19"(PA POUNDS)(12 INCHES)AREA E SYMBOLS LEGEND FOOTING DROP IN 5LA5(VERIFY PRIOR TO CONSTRUCTION) —•—--•— REBAR 9 I I � PAD NUMBER ENG OUVIS 1x4T'A =3 I/2" NEERING N-ORA I X DETAIL NUMBER CONSULTING D DETAIL SHEET NUMBER GROUP PAC:) SCHEDULE Tr--------------1 r— --,I .r--- -- — ....y ——————— ———— - __ 2-0 4400CAMPUSDRNE �� r' ------ 1 ^90.X IS'THICK PAD W/(ZJ•4 E.W.BOTT. NEWPORT BEACH I I I I I I d I I I r— 1 f— , r --_ — i'I r�-- }. -----� r----------, cA92sso ® t I I I I I I 9. I I 2'b'S0.X Ib'THICK PAD YV/(5)•p EA.BOTT. NEWPORT BCH (949)75246112 2 I I I I I 1 FAX (949)752-6 I I � i �,i I I I PALM SPRINGS: p60)32S•5090 P5 5'-0'SQ.X Ib'THICK PAD W/(4)•s EA.BOTT. SAEED J.BEKAM FE. I I I I I I I I I I 4 V-6•SO.X 16'THICK PAD W/(4)05 EA.BOTT. 2 4'-O•90.X Ib•THICK PAD At M)05 EA BOTT. RESTRICTIVE NOTICE I I I I I I 1 1 I I I I i l l I I I I SPE—TK —TTH_CLUWE I I I I j 1 j I I I I I I I I I I I I I I a'b sO.x 16 THICK PAD All5J•5 EN.BOTT. PROPERfYO�0 RAH BERINB o RX HO OR ANO All 4 ® 1 I 5'-0"50.X Ib•THICK PAD W/(5)•5 E.W.BOTT. µp NO PAIR OF THESE gNWIN(3S OR cANSFFHEO I I I I I I I I I I I I I I I I ® I I I 5'b"50.X Ib"THICK PAD VI/(b)09 EA.BOTT. m BE OOPFR TR N'RITEHPORIDRM WKRERRT ENOR SMSBNT OCFNASN�E NANT YO� POST TENSION NOTES ON� F CONS ATING I. SEE SHEET Pr-I FOR STRUCTURAL DESIGNION NOTES AND TECHNICAL N CO Tlw GROUP=NO Lam'_---- __ �.._— L____ IJ L— ---___. J L----- I I I I I PARAMETERS. NOTES,EE ENDONOND SION ANCHOLANS FOR SPECIAL ALL RE3Hr8 RESERVED J L------------ J ______ _ I I i I IL� �.__ —i CONSTRUCTION NOTES.TENDON AND ION ----- _--___ ------ NOTES CONCRETE PLACEMENT NOTES _______ — ___—___ �,__ ______---__ _._-'_^J ANCHORAGE INSTALLATION r-- _—_ __� r------------- ----' �_ L- _____�, L---------__ ,TENDOOCEDURE NG , PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS --- —^ r— , r——— , r r _ _ _J 5TREssINZ HOLES SEALING NOTES. r -----I — -------- I I , r I 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESC. I I I I I I I I -- I I I �T DRSAWINGS FOR ALL DIMEN5ION5 SHOWN ON IONED � . ALL ARCHITECTURAL FOUNDATION STRUCTURAL SHOWN OTHERS) PRA NIN I �i ARCHITECTURAL(AND 5TRIIGTURAL IF BY OTHERS)DRAWINGS FOR REFER TO 2 08/21/03 CLIENT REV EO FOUNDATION PLANS. 4 05/03/04 CLIENT REV 5. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) I I I I DRAWIN5 FOR ANCHOR BOLT,HOLDOWN GALLOUT INFORMATION AND j �. I I SHEAR WALL LOCATIONS. r__ I-j 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. I I I —— __— ___ ____—_ —_ 1 I j I ! I I I 5. REFER A DETAILS LpOk I,I6A'T-1,IT/PT-I AND Ib/F'T-I FOR I � — I — I��. —^— I I I I � � I - N— �� � INSTALLATION of HDLDovas. ----- J -' ------- ---------- -- "J L---------- SHEAR ANCHOR BOLT �i I._ _. r------- ---- r--------- , ------- -- � I------------ — J �a�-- ------- I TYPE sPP.GIN6 " J. I I I —1 J� �----- L--------- --J -------- r r -----� , J------ ---- -- — o I I 1 1 1 1 I�l r------- r---------- 1 r— --1 r----------, ® 5/e m x 1r a ab oG. I l I I I I I E I i I - r —f _ 1 I I I I I I I I I 0 s/b•m x 12•a 52.O.G. �. I I I I 'I I 1 I I 1 I I i I l -- i I 5/8^m x I2 a Ir O.C.�ATF F — I I _ J I I ;� I I I ® 5/b•m x I2 •a oc °F ws o x 12^0 Ib^ z.. a 4 0 Irm SX i m�oOeacc w I I 1 1 I I 1 I x I2•a Ib^Oa.L— --- --J L— --------J sa�.S/5>xb.Hl -- — I 11 I I I 1 1 I I r� a •fides aCe BX6 s O2 B12 O.C. OV �W I I I I I I I I I ! I a I I I p L_____-- �� L— ll— --_J I I q I I —JJj I I I I I I y 5romx12 ab OZ. pIj� ----- ------- Pr.I q I •Ide• 5xb•III 1= of _IEEE -- I I I QYW I 4) I I 5•THICK SLAB I I ( - KV I I I TABLE"A" OJ J I u I I Q I I P05T TENSION I I I I I I �D' I I 5"THICK SLAB I I I � I I I I I I I I I I I < I I P05r TENSION I I I z PI I—I PI PI I I I 11 I I I I I I I ( I GATEEORY-• FOOTIRN&IOR FOOTINS,/RIB MINTERIORMIILDI STELAE IN r'I IIIII IIII1I I1II I EMBEDMENT OVERALL EXTERIOR L ELOW THICKNESS FOOING A ND----- ----------- L-----J —— --J L— 1 --------- I -Or-- B OWEST INTERIOR ------ ————— —————————— V ______ ADJACENT FOOTNG/RIB COMPAC It Jo �TEDL--J GRADE 2 CATEGORY I 12 IINTERIOR .I SHEAR WAL5 aW ONLY(U.N.0) pW O GATEGORY II 1 lb" Zf >�W IV CONT. AZV.TOP ADD 2-04 tL� AD.( 4 (2 L4-O" AST Leo'-O"PAT (2)_qp7O (2)_•q TOP OM x PA -O"PAST W. PANEL E.W L•4-O pA57 L•4' N L PANEL EH. PANEL EW �� ~L-----JI IL--------_ ___ \_ JOpQal H V We>• •� CATEGORY I:a LOW EXPANSION W/O DYNAMIC/LICAJEFAGTION SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) p CATEGORY II:0 MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION F U Q Q ,I 4 SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) Z Ui W LI Z TJ IbXL5 q TJ 16XH T. GARAGE PORTAL GARAGE PORTAL TJ IbXB q TJ 16X8 CATEGORY III :0 LOW OR MEDIUM EXPANSION W/ 4 -A =tY j GARAGE PORTAL GARAGE PORTAL DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ Q Q Q OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR a Q m J SATURATED ALLUVIUM CLEANOUT5, PROJECT NUMBER ALL INFORMATION FROM ALL INFORMATION FROM SEE SOILS REPORT FOR LOT CATEGORY) 6033-1 cl PLAN FAR71 AL P05T TENSION POUN®?�T I QN PLAN ALTERNATE ELEVASIC PLAIN ITIION N.. 1 PARTIAL POST TENSION POUNI7AT I ON PLAN AL TO �ITERNAYE ELEVAI�ON N.NO) ISSUED DATE fPLAN IC (0ATE60RY 11 1$ 111) SCALE : 1/4" = 1'-0" PLAN IB (CATEeORY 11 1$ 111) SCALE : 1/4" = r-a, PLOT DATE, PLOT DATEE, 05/03/04 DRAWN BY: REVISION BY: T.L. SHEET NO: S-1.1D SYMBOLS LEGEND FOOTING 7/ DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) -•-•-•- REBAR P PAD NUMBER 1X4,'A .0 /2" , ENGINEERING 6RN o.xA I e DETAIL SHEET NUMBER CONSULTING GROUP ----------------- ?�D SCHEDULE i I �.•1 I •�:. :�_ I r----------------- --1IVE --- - --------------------�� 2'-0'SQ.X Ib•THICK PAD W/(2)a4 E.K BOTT. 44�WPORTSBEACH k et i CA 92660 2'r<' / -6'S0.X 0"THICK PAD W/(B)04 EY/.BOTT. P 3PRINGSN: (9 09 N. ) 21 I III „ < l FAx (949)Tsr 752- I I I I I j `• -- _. I V-0.50.X Ib•THICK PAD W/(4)05 EA BOTT. AM 2 I i 4 5'-b'50.X la'THICK PAD W/(4)a5 EA BOTT. SAEED d BEK4M,P.E. 5090 1 I I I i I I'll 4'-0'$0.X 16"THICK PAD W/M)05 EX BOTT. RESTRICTIVE NOTICE I I !I j 1 PT.1 I I I THESE msms.E wii AXE I I 1 I I I I• l I PT. 4'-b'50.X la'THICK PAD W/(5)s5 E.W.BOTT. SRE TION6 ARE THE ExcLU& PROPERTY OPERTY OF GOUws ENGINEERING 1 0 I I I CONSULT GROW A n A 5'-0'90.X IW THICK PAD PV(5)a5 E.W.BOTT. INFORAWTON SHOWN IS 1 I ! I ! I Arm NO ART OF THESE O WE'IHTNGS __- _ ....-. I (6)a5 E.w.BOTT. crw RE COPIED TRANSFEREE,OR S'-6"50.X 15'THICK PAD W/ J I REPRODUCES,NOR CAN ANY I POST TENSION NOTES SNAP OMTIING I I I LJ r I , _ COPYRIGHT CONSU TING ENGINEERING I PARAMETERS 5r:F P05T�TEN�9iON D 51IONN PLANS FOUR�LIAL� LLRKMB I i I I - - CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION NOTES,CONCRETE PLACEMENT NOTES,TENDON 5TRESSINS I I PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS STRES51N6 HOLES 5EALIN6 NOTES. T.I I i LJ r,I I -. 1 ( 2. VERIFY WITH ARCIi1TEGTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESC. 1 J I M516N DRAWINGS FOR ALL DIMENSIONS SHOWN ON POST-TENSIONED FOUNDATION PLANS AND REFER TOUC ARCHITECTURAL(AND 5TRTURAL IF BY OTHERS)ORAWINSS FOR 2 05/21/03 CLIENT REV ALL REMAINING DIMENSION NOT SHOM ON POST-TENSIONED . I I - 1 - - I I FOUNDATION PLANS. - ., I I. j I 4 05/05/04 CLIENT REV r _-� I 15. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) .. _�_� I I r—� ,_ I DRAWINS FOR ANCHOR BOLT,HOLDOWN GALLOUT INFORMATION AND Q I I 1 I SHEAR WALL LOCATIONS. I I I I Q4 Iu 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND 5PAGN6. 5. REFER TO DETAILS 15/PT-1,16A'T-I,17/PT-1 AND Ib/PT-I FOR INSTALLATION OF HOLD01,415. SHEAR , I �.-_. •-_- _.. I _� ... I 111 "L..._ --� L ANCHOR T 1 ... __-.._ �� �, I ® 5ro'm X 12'•4W O.C. t !i I I A 5/6^41 x 12"•52'DL. E 5re"0 x 12•0 12•O.G.1 q 0 vn�I t A 12"4 I .. -`: ; ..) !:... .I ® 5/a•m x a'o.c. CF C . j Q4 /�� i- I I s/b'm x 12••Ib"OA.l l I w 3x ant m concocn w •, .,. I _ I I = i ® concrete rr- -�,L -- --------J I 1 b 5/a'm x 12"•16.O.C. . ---- J L.__ ___---_ _ ' .. I - ( ales W/5xb Gill 1 a=: I I r1-1--y----. -� --- --------J W JJ of I I .1 I 5/a'm x 12'a 12•OZ. I f-- SX6 a11, O U -- ------- --- - - J I L --� �p --- q r ) ------ -- - J -- I both 5/9'm x 12"• to- I a= i -- ------- -�-�-- I- 4--- '.\ '� I T.I I al�a W 5xb sell O W 1 I W W 5"THICK SLAB I - - Ex, - I � POST TENSION I I I I v O Q- I I ( I I �Q I TABLE"A" J J 5"THICK SLAB POST TENSION PI I-I p1 pl I I I I - I SOIL EXTERIOR INTERIOR_ ADDITIONAL I CATEGORY" FOOTING FOOTING/RIB MILD STEEL IN EMBEDMENT OVERALL EXTERIOR I I I i BELOW THICKNESS"J" FOOTING AND L Q 1 I LOWEST INTERIOR � 1 ADJACENT FOOTING/RIB Z } W COMPACTED O � FPT 1 e a I P2 I w I AVE GATEOORY 1 � 12"m INTERIOR O d SHEAR WALLS a1,V\ co O INI ONLY(U.N.OJ J Q I I i GATEOORY 11 8" 111. ADD 2-04 X W 3 lW W j< ADD. ADD. I r I OOONT.OM x O C Q (2)-s4 TOP (2)-a4 TOP I I ..`` O r! I L=4'-O"PAST L=4'-O"PAST I I ADD. ADD. I i CATEGORY 111 24" 24" ADD 2-s4 tL PANEL E.W. PANEL E.W. I I (2)-s4 TOP L=4'- TOP i BOTTOM x L=4'-0"PAST L-4'-O"PAST ------- - I I PANEL E.W. PANEL E.W. I CONT --- - ---- -- -- •J CATEGORY I:•LOW EXPANSION W/O DYNAMIC/LIQUEFACTION = SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) 4 CATEGORY 11:0 MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION a'Q Q TJ I&Xa q TJ I6Xa 4 SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) ~ Z W n/ W Z 6ARAOE PORTAL 6ARAOE PORTAL TJ IbXa q •l TJ IbXa CATEGORY III:•LOW OR MEDIUM EXPAN5ION W/ Q J GARAGE PORTAL S'ntq GARAGE PORTAL DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ 0- ( L cc Q Q OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR 0 r Q m J SATURATED ALLUVIUM GLEANOUT5, PROJECT NUMBER ALL INFORMATION FROM ALL INFORMATION FROM SEE SOILS REPORT FOR LOT CATEGORY) 60339 FDAR71 AL POST TENSION FOUND?�TI ON PLAN BA5IG PLAN APPLIES TO FAFFTI AL POST TENSION FDUND?�TI ON FLAN BASIC ALTERNATE ELIE ATIS 6 ALTERNATE ELEVATION N.N.O.) ALTERNATE ELEVATION N.NAJ ISSUED DATE; -5GALE : 1/4" = I'-O" 5CALE : 1/4" = 1'-0" 01/241/05 PLAN IC, (CATEGORY I) PL?,N IB (CATEGORY 1) PLOT DATE., OS/03/04 DRAWN BY: I REVISION BY: T.L. SHEET NO: S-1.1E I SHEAR WALL SGHEPULE SYMBOLS LEGEND 0 POST OR TRIMMER AS NOTED 1991 UNIFORM BUILDING,CODE/241 CALIFORNIA BUILDING GORE SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE FRAMING '�' 9ilEATH1 EDGE FIELD :JIEAR SILL I� CLIPS ANCHOR p NAILING, NAILING, 4APAOTY NAILING ASSL,LSSO BOLT E—Kx}y SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE COMMON( 11•LP) OR LTP4's SPACING v i A5/6•APA a d's L d's 26o Y •16.oz. /a"0 x 12' ,`1 � �\ � fated •b•O.G.O IZ'04. •6'OZ. •4D'OZ. SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE Q S/a•APA a d'. a d'0 "_ s• •12'OZ. S/E'0 x 12". -�- 9l� 2X4 STUD UNDER EACH TRUSS - �\X// �/ FOR SHEAR PAWL TYPE,NUMBER, PAN REFER R TO SHEET NOTED SP3 GO U VIS ON FRAMING,FOINDATIOM PLANS. ENGINEERING fated •4 O.G.•IZ OL-. •4'O.C. •52"OL. CONSULTING S/a'APA a dY a a's 's. S/a"0 x 12' fated •3'O!.*4 4 OL-. 4 o •B'OL. •'0'OL. •12"O.G. 12'-0' X DETAIL NIMBER :WC}AlfaMl? 10 d'. 10 dY '► •a'OL. S/aY x 12• ------------------------------- Y� 1I 7 ,, vETAIL SHEET NAHBER GROUP •S•OL.•12.OL-. S'O,G. N.NOJ •a"0A. Y ry O BEAM NIMBER REFER TO GOIlNS fated 4 44 4 4Xa 4Xb 4XI 4 ENGINEERING CALCULATIONS ® IS�/62t•��Aa►A 10 d'0 Old Y Y •6'O.G. / N OX 4400 CAMPUS DRIVE KEY NOTE NIMBERryEyyppR7 gE,gq{ �oto(s) �atOd l 1 •2'OL. 2'OG-. al0 Z'OL. N.NOJ Stait11v✓ BEARING WALLCA 926M b N ® X � \X` NX NX S/a'MA a d1 a dY see sheer /a•0 x 12' 1 \ �F.:. # s - sIC100 fated •S'OL.•IZ'O.G.. qoo trarofer tr0'Mler 16'O.G. __ GALIFORNIA FRAMING NEIMP'ORT (�)752 1812 i� �\ ~ FAX (949)762b927 J __ ® PALM SPR1M b9U)329-5WO : detail detpll BXb NII � __ ___ I5/52'APA b d's b dr ehe see.heo- /a'O x 12' stf k`,`01 I .B'O.G..12'OL_. 1200 karotr tra»fer 12'OL. 1. KEY NOTES J. P.E. rotOd tdowilr"? detail SXb sill -, , _ 12 - .' GONTINIE SHEAR PANEL THROUGH WALL RESTRICTIVE NOTICE -1 O - 212'-O �,,J� �-.�(-� (-'lip - �. TIEHE DMINet MW14 a AND IS/BZ'MA see shear /a•0 x 12' O PLYWOOD AROUND OPENING 10 do 10 d's j�... O 5TRAP(5)OR HOLDONI ABOVE SPEOFIGA'IONS Aff THE FIoaARNE strvGWrol I •2'O.G..12'OL:. I'T4D WA traru/er a'O.G. .,pper GAP.At✓o Au rotOd detail SX6 s111 X -- II -O" OONIK TINQ ' v ,, v r., ---1.TYP. I rltGFetn OF aouYw eNGr�.o 1 i (-)PROVIDE 5'NOMINAL OR WIDER FRAMING,AT ADJOINING PANEL r:_i 3 Q- ® 91MP50M 7522 FLUSH BEAM 70 DROP BEAM siaRAATTON SHOWN B EDGES WITH NAILS STAGGERED. USE ASS.b"O.G.ON SINK SON STRONG WALL l HARDY PANEL N.N.O.) ALIGN WITH STUDS)OR POST ABOVE s �NO �TPAN B AW M q O PROVIDE SOLID BLOCKING,BETWEEN FLOOR CAN I T yl 6 LINE OF BLOCKING W EDGE NAIL. NOR�� O SEE PLAN POR NJMDER OF BAYS WITHOUTSTRUMM BE THOW �EN OONOOff OF PROVIDE SOLID BLOCKING �/"R ENGs�A00N&LTsq PLF•100 O LOCATE TRUSSW/E.N. - I OOFYRGHT GOWGI tilGs�1G 2 FROVIDE SIX SILL RATE L MINTS GONTINXX LINE OF BLOCKING W/END NAIL _._.: PLF•100 _ \ _..._ I IO UNDER SHEAR WALL ABOVE W/(I)6516 REVISIONS TRUSS HANGER BY TM)55 SUPPLIER 2 GONTINJOUr TIMBERSTRAND OR SPLICE PER PLAN. NO. DATE DESC. t. 2 06/21/05 CLIENT REV 4 ALL INFORMATION FR:DM 8 8 ! ; _--' ,,..!'. FRAMING SCHEDULE BASIC PLAN APPLIES T OPTIONAL PLANS NN.OJ 4 05/05/04 CLIENT REV PARTIAL FRAM I NC PLAN ' ' O 15 OPT. F I REPL` `GE / MEDIA I DESIGNED ROOF TIES I ES.S 16' SCALE , I/4" = Ib" 15 1 < 3 O3 14'DEEP 250 SERIES I-JOISTS Ib'OZ. 14'DEEP 250 SERIES I-JOISTS 0 12' 14 DEEP SSO SERIES I-JOISTS.I6 OZ. 4 57VD UNDER EAGN O O -..._ _._..-...... 4� T 14"DEEP 550 SERIES I-JOIST5 a 12"O.G. i _ RIPPED I/4'PERI FOOT 10 DRAIN � 11 MIN.-1/2 EP � T T N 1 J 0 -----_I T 2 X 10 JOIST5/RAFTERS a 16"O.G. 2 X a ROOF J015TSiRAFTERS a Ib"O.G. E)p - 4Xb .4)Sp 2 X 4 RAFTERS a 24'OL. - - o I I CEILING _ CEILING,BNL __ i I - ',I ;2X4 TUDUNDERE 'i TRUSS FRAMING NOTES '�OF ps I. REFER TO TR)C7LRAL GENERAL NOTES AND DETAILS SHEETS RE 5 R: ( II (SN-I!SN-2)FOR MORE INFORMATION T • I. 1 ` II '-0" 2. REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE. fIlC7 VIID�T#EACH. _ • .• _ --I 5, '3 PLYHOOO SHEAR WALLS CANNOT BE USED A5 PLUMBING, LS VTeCT 6.TMI W/E - UNLE55 APPROVED BY 60W15 ENGINEERING IN WRITING.WAL �Q 2 F y 4. USE SIMPSON'IUS'HANGERS FOR CONNECTION OF'I'JOISTS TO V aX OTHER FRAMING MEMBERS N.NOJ. W j Y CA a 4 S. USE DETAIL 11/5D-0 FOR SHEAR WALLS EXTENDING TO ANY 2 A 0 - OFENINGS. O tll 1R b. ALL WOOD 1-J015T5 SHALL BE IN COMPLIANCE WITH THE PROIA51ONS F W 4 4Xb 4 SHEAR TRUSS W/E.N. OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR ((Qx�x W PLF=110 ASTM F THE OUALIFIED PRI-400 MANIPP HE RES.'I'JOIST GAN BE V Q>— ? 7 ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. J J Xp ' Ile 9,A FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE 4 2 -O REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS l ARE RECOMMENDED WHEN SPAN EXCEEDS IS'-O". Ib 2 1 ALL'LVL"MANUFACTURED BEAM-CAN BE ONE OF THE FOLLOWING N-N.OJ (-IFff 4X5.. TRUSS JOIST • MAC MILLAN In -- - BM ... - DROP BM- . . 8A 12 MIGROLAM FARALLAM 9A 2 II G,.TM4 Fe•2600 Pb-2-DO2RO O Fy 2aS s E- 240 co O W � E•1.9x10 E•20x10 Z I j � Q J 9A I B/4' WA 0 1 WA 211A6' ALL INFORMATION FROM I b PARTIAL FRAM I NC PLAN °'s"PLAN APPLIES T 2 I wA OPTIONAL PLANS N.NAJ 1 2 PLF•100 �- N ��c 2 WA S I/4• C Saaf OPT. BEDROOM 4 AT i7EN e-ALE : 1/4" = "o" 4X12 O 3 ® N, '• </ � W .5 1/2"XI I'1/&"LSL `•- 3 TMBER STRAND Fd•2250 Fv 400 F.I.IX., IL YQ X ASV. — F Q 3 6 TJ 16Xa 9 TJ 16X9 Z W U W-�, 2 G,ARAG,E PORTAL GARAGE PORTAL N�O J� L Q Q 92 1GY (0J .:' PROJECT NUMBER 60339 ISSUED DATE OI/29/03 ROOF FRAMING PLAN PLOT DATE PLlty�1 I /lA SCALE = 1/4" = 1'-O" OS/03/04 1�l DRAWN BY REVISION BY: Q.H.N. SHEET NO-- S-1.2 i SYMBOLS LEGEND 0 POST OR TRIMMER AS NOTED I SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER SGNEDULE SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE T SHEAR PANEL NUMBER,REFER TO SHEET SD.2 GOU Y�7 1S 0 ON F�1INS F�ATIOM PLANS. ENGINEERING X DETAIL NJMBEE CONSULTING DETAIL SHEET NUMBER GROUP BEAM NIXIBER,O ER TO SOW15 r-� 0 0 G� O ENGINEER CALCULATIONS LJ O O O O 4400 CAMPUS DRIVE __.....--._...._—._ ♦\/� �_.' \' \`\ //� _—_-�.. O KEY NOTE NMBER NEWPORTBEACH CA 92OW SESSEEMEM BEARING WALL '.. i \�i `-.,.., .i -' ',,k•.� ;' NEWPORT BCH: (949)752-1M2 FAX (949)762-M CALIFORNIA FRAMING PALM SPRMOQ (760)929-6090 ❑ _ KEY NOTES a l i \+''r 1 1 4 M1 1 T- 8AEED J.BEKAµ PE VI ` r' I' i'.,i ;H I •� _..L L: ..- J, O CONTINUE SHEAR PANEL ThAid15H WALL 5TRAP(5)OR HOLDOWN ABOVE RESTRICTIVE NOTICE •I 1 j O PLYWOOD AROUND OPENINS ARE THE P110PBRY O f010A CONSULTHO~,AND ALL SIMPSON T522 FLUSH BEAM TO DROP BEAM OFOFMAITIMI 6fi01N10 OALIEN WITH STUDS)OR P05T ABOVE ANON IALOFOT 8E MKVA i6 PROVIDE SOLID BLOOKINS BETWEEN FLOOR CAN BE COP®,NOR CAN A OR0 l\ ©LINE OF BLOCKING Al ED9E NAIL. GTRJCrRM BE KKT FROM THBO SEE PLAN FOR NMBER OF BAYS RfllIOI1TEN OONBENf OF O PROVIDE 50LID BLOCKING Gouve�0�mil GROUP I O LOCATE TW)55 W/E.N. -I PROVIDE Sx SILL PLATE !' ILL ROIITB WNTINLIOUIS LINE BLOCKINS UNDER PRE WALL ABOVEW/(�CSIb END NA REVISIONS TRUSS HANGER BY TRUSS SUPPLIER 12 CONTINUOUS TIPMER5TRAND OR SPLICE PER PLAN. L. _ NO. DATE DESC. 17 FR,4MINC SCHEDULE DESIGNED ROOF TRUSSES R 24'O.O. 4 05/05/04 CLIENT REV - _ O 14'DEEP 250 SERIES I-JOISTS 0 16'O.G. - O 14'DEEP 250 SERIES I-JO15TS 0 12'O.G. ® ..- .' ' i 14 DEEP BSO SERIES I-JOISTS S IL+ O.G. i _ i 1 I 4 I I `..._.' i. _._.....I _...._..- __ _..._................ )� O FP 14'DEEP MO SERIES I-JO15T5 0 12'O.G. _____ 14�pXp1E0 DECK JOISTS 0 16'ODRAIN. f FOOT TO DRAIN 2 X 10 JOISTS/RAFTERS•le'O.G. NO. 2 X G ROOF J01STWKAFTERS 0 16'O.O. E7¢. -_. _....-. p ..._.. 2 X 4 RMTERS 0 24 04. ------------ - -. ... . FRAM I N6 NOTES i-< I I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS (SN-I 4 SN-Q)FOR MORE INFORMATION -' 1- 2. REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE a I 7 UMBIN WALLS. PLYWOOD PROVE WALLS UVIS E BE USED AS PL V UNLESS APPROVED BY GOWNS ENSINEERIN6 IN WRITI 4. USE SIMPSON`IUS'HANGERS FOR OONNEOTION OF"[*JOISTS TO OTHER FRAMING MEMBERS NN..OJ. z LI S, USE DETAIL 11,50-9 FOR SHEAR WALLS EXTENOINS TO ANY +li 0 Owen 6. I-JOISTSALL BE IN COMPLIANCE WITH THE PROVISIONS rF OPENINBS JOISETSSTANDARD) ��� I v OF AP�1400(PERFORMANCE RATED a lu Q_._..._.__._... ANY OF THE FOLLOWINS UNLESS NOTED OTHERWISE. J J LLP O WQe - FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.GORE LWyi _ RE(NIREPENT5,FOR BETTER PERFORM RECPHIMENDED ANCE HIGHER SERIES JOISTS z hUC ARE WHEN SPAN EXCEEDS 15' -0' 4X10 DROP.BM T—,.... ®4XIO DROP BM BEAMS CAN BE ONE of THE FOLLOWN6 N.N.0)_ ALL'LVL'MANUFACTURED 1L ... ...... I', f 0 Pv 2M �� •210 ULl W co O E.I.�xlO E•20x10 W Q J © I 1 I I B/4' WA UJ 12 6 WA 2 IIA6' O LLLLa IL I� it I !I �/ 1 WA T' IL F TIMBER STRAND Fb•2290 Pv 400 E•I.TxIO• �2 �z W ul PLF•100 9A �A PROJECT NUMBER 6055-1 ISSUED DATE 01/241/05 PLOT DATE OS/03/04 ALL INFORMATION FROM DRAWN BY: REVISION BY: PLAN APPLIES TO ALL INFORMATION FROM PARTIAL ROOF FRAM I NC PLAN Ad-TE Q.H.N. ALTERNATE ELEVATION N.N.oJ BASIC PLAN APPLIES TO PL?�N I G — SCALE : 1/4" - 1'-0" PARTIAL ROOF FRAM I N6 PLAN WN TE ELEVATION A�ON N.NOJ SHEET NO. PL,4N 15 S'1.:3 SYMBOLS LEGEND r ------...__-_...----.__..-------------------- --1 POOTI" 1 24.5fJ.r80• L J PAD YY(2)N4 Eno TYP. L DROP IN SLAB!VERIFY PRIOR TO G0145TRUGTION) I —•—•—•— REBAR ® PAD NUMBER GOUVIS ENGINEERING ----- ,. _. a -TAIL NJMBER CONSULTING ._ -i I it - ------ - I-- ------, DETAIL SHEET N 11BER GROUP WPORT fq I PAD SCHEDULE 4400 CAMILIS DRIVEBEACH �' 1 2'-0•SO.x 12"DEEP PAD PV(2)e4 ex CA CA 920M -- I I I I i !! f I`J I I I NEWPORT BCH: 00)75 *2 r--1 FOUNDATION PLAN _.__--_—___-_-__—__.-----------------_-_. 2'�'�.X 12"DEEP PAD w r51.4 eYt FAX (949)T2MM PALM SPRN70@ f7B0)92&6080 PLAN i XA W/ DECK OPTION seAle v4" = I'-O" P5 s-0 sD.x Deep PAD w(y•a eNl r____-�- J ryryry BASED,I BEKAµ PE I IA lA P4 2'�'SQ.x 16'DEEP PAD vV(3)+4 EYl I I 1 I ! II'-�1• �. ,. I 5'-0'7 90.x 16'DEEP PAD W/(5)04 EYl RESTRICTNE NOTICE OPEOF"T!"ARE THE EXCWENE THEN oEElGHS,DRAMAS,NO 3'-6'SO.X 16•DEEP PAD W/(4)e4 ILK 00MILTIN13 GrAP.AND ALL 1 _ _______ r-------- ------ - --, - ___. . / ,"1 r-------- - --1 AND NOPNROFTHESEORAMM I ►saaartaN eHa*• i I I i 4'-0'S0.X 16'DEEP PAD W/(4)sa E.W, corooeRla ro ALL CAN SEC IAM TMr•rs�OR + 5'4"50.X 16"DEEP PAD W/(6)83 EY1 CAN ANY eTNUCiI/ !BED N R FROM THEN 1 wRNOUT wRrrel caNeBTr of 1 _ Dame EN014EEFMk"mNaxTE«i FOUNDATION NOTESENee®•a I I !'•; I I 29 I 1 I REFER TO SECTION 6.0 OF 5N-I SHEET FOR ALL FOUNDATION NOTES. CONBULTNO OR"8007 1 y 1 1 ALL ROHW NESSWED 1 ( / '•,I '_ .'. 2. REFER TO DETAIL 155D-I,16/5D-1,ITlW-1 AND 16:50-1 FOR INSTALLATION OF HOLOOVNS. I I I I REVISIONS Z 12'-0' (/` I II ,-0• IS. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPAGINS. 11 I 1 I T 1 I N0. DATE OESG L J -. r !, 1 I PAWL ANCHOR BOLT I OTn6/05 TRUSS REV' -.._.. I ® I I ® I• TYPE SPAGINB 2 0&/21/05 CLIENT REV 4 I I 1 p 1 A !li r 12••46'O.G. 4 05/03/04 CLIENT REV PPARTIAL © 5M•XI2 .52 O.G. j SAS PLAN APTI.IES T I m y 1 I r' I 1 F RAM I NC PLAN OPTIONAL PLANL4 NNAJ I ,.� © 5/6 O X IT•12'O.G. OPT. FIREPLACE / SCALE : 1/4• ■ 1'-o" I ; --- --- o x 12••16'OA. MEDIA 11 T = li �:�.. �:I; 1 ® �.u. u f I f _ __l 1 1 ro0,I2 0I6 Of'. I 1 I I 11 f'<� JIv'I , No. n la' ---, I -- g e�o Za d /e o x 12 •12 oG.2T5 ✓ I D 1 1 sides W 5X6 0111 -6• — r� , 212-0• _ . r 1 _ 1 Si6sze: •e oc I ewes I_ 1 r _ � I I SOP I r------- ----� 215 L _a I I , •'' I ' 1 I 28 r 1 1 1 1 OWlll r FE J __ ___---- II -O--, r-----J I y-- — — --- __� r a 1 r---- ----� ILI w 1 _L- aA B f 4A 1 L________ ____ ______ _____ t— — J I •,J 4pl i O /w OW ALL INFORMATION v/J PARTIAL FOUNDATION PLAN MIA " N pO SCALE 1/4" = 1'-0" 5A SA O OPT.SEDROOM 4 Lu— PI L_J L J r li I gA Q W {�F= d� PI PI I I `� ^ Z p z WZQ BA z W W Z I ° 11 O J tW I I IL- PROJECT NUMBER I I 60339 ISSUED DATE L------------------------- --------J 01/2411/03 PLOT DATE 05/05/04 4A DRAWN BY: 1 REVISION BY: Q.H.N. TJ IbX6 q TJ 16x6 SHEET NO: FOUNDFOUND A ATION PLAN GARAGE PORTAL GARAGE PORTAL PLAN IXA SGALe : 1/4" • V-O" S-1X.1 I SYMBOLS LE6END per/ FOOTINS, DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) !- --------------I r ------- RESAR PAD NUPIBER G O U VIS ® ENGINEERING DETAIL NLMBER DETAIL SNIFFY raxdBER CONSULTING GROUP 1 I _ PAP SCHEDULE r— -------------- I --� I _ ----- �— r�{-1 MOO CAMPUSDravE ------ ---r— -----_ , i------- ----- Q I'------- r-------------------� _____ —____ � NEWPORT BEACH \ \ / I,� , 2'-0•SO.X 12"DEEP PAD W/(2)M4 EA CA 92080 NEWFAX, ea t ( STZ)752-I 2'-6'SQ.X 12'DEEP PAD kV CS)m4 EA FAX, ("94o)762-M PALM SPwNoe (M 323-5= 2'-0.50.X ID"DEEP PAD W/(2)m4 EA SAEED d eEXAK PE I I I I _if I•!'..-.i I - I i I I I -�.14 2'-6'SO.X 18'DEEP PAD W(S)ma EYl 1 I n I I I_ .J ". `j�, i i I 1 I I I I V I f_;:- I. ,I I I 9'-0'SQ.X ID'DEEP PAD W/(7)Ilv EA. TMM RESTRICTIVE NOTICE 1 1 1 I I I I I I I I 1 MAWNK AND SPBCFCNp0M N 71 EX UAW 1 �':r_;:•I 5'-8'SQ.X ID'DEEP PAD W/(4)04 ER Ni FROMM OF OOI B/OIAMFOW comxl"Ill apop.AM Ail WIRIANTON_ I _ 1 I I I I I 1 I CONFIDENTIAL TO AL SHOWRre 4'-0'SQ.X 18'DEEP PAD W(4)m4 EY COI AND PO FNff OF THEM ORAINM I 1• I 1 TRMMF84M ON 5'-b•50.X 18'DEEP PAD W/(6)mS Ekk CAN PR COMMBIRUL' "OE K&T RION THEM 1 -- - -----, I ------ - -- -----, 1 POUNDATION NOTES a"IP L_ I 1 I I I I I I COPrnoNr GOMM EM E RM REFER TO SECTION D.O OF SN-I SHEET FOR ALL FOUNDATION NOTES. cONeluno ORo P 2Po2 ALL FILM IEBE RV® 2. REFER TO DETAIL 15/5D-I,t6/SD-I,IT/5D-1 AND ID/SO-1 FOR — 1 1 INSTALLATION OF HOLD01W5. p TA R I ....I 1 1 , REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND 5PAC1N6. REVISIONS t, Na DATE DEBC. - ANGNOR BOLT PTMAIE I OT/16/09 TRIbS REV' EL SPAf.IN6 2 0&/21/05 CLIENT REV ® S/6'm x 12"6 46"04. I ;I;., .:: -,... 1 •i.. 1 I 4 05/05/04 CLIENT REV ... _� I — ----------- I _ 0 I I I rro m■1„.i ecwe�+/ LL ooearsl eon .1 I I v X 12 6 161 oc. n ----------- L--- — ----------- L--- wBXb all NO. - I I r- , r t --- s/6v.Ir•Iroc. J I ✓._.\ I I 1 1 I I s ams w Bx6 mm -- , skbs OF - I i r —____ aA I -ot> ------- I I 4A I 4A I Z Z W 4A I �__ I IzJ� L_____________ ______ ______L_ _ J j \'J aAl i L_____________ ______ __—_�L_ T J i•� ,J D i FWD SS(QOOO22j Y��uu --- r —..�J I --------------------- --- r_ — —J I Q> I 1 I I JJ� I I 1 lu r 1 r 1 I 1 I Rn I = 5A I II i 5A PI L J —J Lim w 1 1 L_J L_J L � O ppII `�I g R1 1 5A i I 5A Q Y/O QW II II II II �d I II I I � 00. L-------------------------- -------- --------------- --------� �X z a� 4A N~Z �4A W z a I DI IL� x_�� TJ 16X6 9 TJ 16X6 TJ 16Xb 9 TJ IbX6 N 6ARA6E PORTAL 6ARA6E PORTAL 6ARA6E PORTAL 6ARA6E PORTAL J PROJECT KASER 60559 ISSUED DATE OI/29/05 PLOT DATE 05/05/04 DRAWN BY: 1 REVISION BY: ALL INFORMATION FROM ALL INFORMATION FROM Q.H.N. PART1AL FOUNDATION PLAN ALTE PLANLEVA ITC PARTIAL FOUNDATION PLAN EIASIG" ."APPLIES TO ALTERNATE ELEVATION NNAJ ALTERNATE ELEVATION N.N.0) SHEET NO-- PLAN I XC 5G?IL.E : 1/4" - Ir-0" PLAN N I XB &GALE : 1/4" - I'-O" S-1X.1A SPECIAL FIELD 0"TR)GTION NOTED 1.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRAAN05.60UVI5 ENGINEERIN&GAUFORNIA DOES NOT ASSUME ANY LIABILITY WTH RESPECT TO THESE � �+ SYMBOLS LEGEND DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL DRAYUNS5 AND WTH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION N9 AND 5IZMS OF All ANCHOR BOLTS,HOLDOY ,EMBEDDED STRAPS AND FRAMING - _ __.__._ __.__.__._ __.__.__.__.__.__.__.__.__.__.__-_.- - FOOTING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION Aim LOCATION OF ALL I I 24'SQx90'DEEP GONG. I I ---- ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,5LOPm,SHELVES, L J P Em lmSTOOPSL-J Typ- PATIOS,PORCHCS,A . 2.CONTRACTOR SHALL VERIFY TENDON LENGTH'S AND STRESSING TAIL LENGTHS PRIOR TO i � DROP IN SLAB(VERIFY PRIOR TO GONSTRUCTIONJ FABRICATING GABLES.COLOR CODINS OF GABLES 19 ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN BUT NOT POST TENSION FOUN T I ON PLAN -•-'-' LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION REBAR DESIGNATION SHALL Be BROUSHT TO THE ATTENTION OF 6O VIS ENGINEERING PRIOR TO FABRICATION. {�Ly ��Ly J} ! �NdILE I/4" = I'-0" PAD N.MBER 3.STRESSING END AND DEAD END GF TENDONS MAY Be RE FROM THAT SHOWN OH PLAN I X?� G)4TECsO Y I 1 Y 1 1 I W/ DECK OPTION Gouvls THE PLANS AT CONTRACTOR'S OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON ENGINEERING SUPPORT LAYOUT,SEE DETAIL(4/PT-U,(S/PT-U. ®% -L NUMBER 4.O FLOOR 11M. AND FOUNDATION SHALL x POURED MONOLITHICALLY EXCEPT WEN ---- -- �- jx- `1 -------, r\ ' , DETAIL SHEET NUMBER CONSULTING 5HDIM OTHEDIMENSIONS YVISE. r----- 1 r 1 • ' Ik1 ::-----' 1 I_ ----- 5.DIMENSIONS ARE NOT FLRNISHED TO SIN1P50N HOLDOYNS.IT IS THE RESPONSIBILITY OF I I I I Ili' i� I !' I I I GROUP CONTRACTOR TO LOGATETHE CONTRACIOR'S R'TEN SUPERINTENDENT, TH IN E FRAMING EXACT LOCTATIOAI•L•RETHE RGT«OCRETE DETAILS I `u ,;:.:; I I III, ��< - I I �' 'I'• ^ -� I PAD SCHEDULE FOR PROPER INSTALLATION I - I I I I ,I __._ T�.._iF.__ r-�I d I b.PROVIDE 05 x 24•DOWEL N 24.O.G.AND 12'FROM CORNERS AT ALL CONCRETE I I I I I;i, I i I f'- , v '' I STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF If-- 44(b CAS�� P09T-TENSION SLAB UICES9 NOTED OTHERWISE. I I I I III ,_ _ 4..I� 2'-0'9Q.%ID'THICK PAD W/(2)•4 E.W.BOTT. NEVYA 92 BEACH I I I CA 92BB0 b.REGUIREMENT5 FOR PRE-SATURATION OF SUBGRADE SOILS AND DAYLIGHT SETBACK OF - 65EABOTT. NEW IM 3 SPACES AT 4'-2'! -_._.____-__._._..------.---------___.. __._.._._._ D.i FAX (949)762-69'tl '1.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CN.ORIDES SHALL NOT BE USED. - I EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH 501E REPORT ' I S1•AGCGS A7 B'-6's fe 3'-0'90.X Ib'THICK PAD IV(4)•5 EA BOTT. PALM 8PRIII'7(i@ (7B8)$29-6M BASED J.BEKAM,PE 9.ROOF/FLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY 3'-b'SQ.X ID'THICK PAD WI(4)•s EYR BDTT. PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING 3 j------>--1 r---I x4 I -4 T I DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN 2000 P91 9TRCNGHT. ! I I I WHT-1'I1R I YEL-SRN YEL-SRY 4 x4 EL-GRY 10.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,CONCRETE � i YEL-SRN PLACEMENT AND STRES51NO OF POST TENSION TENDONS. I I I FS 4'-0'50.X 16'THICK PAD YV(5)•s EA BOTT. RESTRICTIVE NOTICE 11.FINISH 6RADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONIB7RUG7FL SUCH THAT RAIN AND IRRIGATION WATER IS DRAINED AWAY PROM THC SLAB. I I II'-9" TEBE OEM NA olurRR4 AND 12.ALL SITE AND PAD PREPARATION,511CH A9 BUT LIMITED TO 6RADINI6 COMPACTION OF 1 I •Jy IY 4'-b'50.X 16"THICK PAD W/(5)•5 EA BOTT. PROFUM OF OOUNB B/OB�NB THE FILL,PRE-SATURATION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENSINEER5 RECOMMENDATIONS AND EA.BOTT. ! 1 I ! S-0 50 X Ib THICK PAD W/(S)............N...............t............... ....... ........ ..;. .:. ..: .... ..... :. ...:......:.............}........... . •5 •iD1YMTp/BIgW11R STRENGTH. I I ----�--- •• 7- -. -- - NND NO TO THE DRAWO - I : r----: l -- --? � 'f r. --?l r-- J----�i MO NO PAW LF ECINEM P IN THE SOILS REPORT REIP40LCM NM GM ANY TENDON AND ANCHORAGE INSTALLATION NOTES I 1 1 I P Y• %� I J` ; ( I I St 9Q.X ID'THICK PAD W/(6)•s EY1 Bon. CAN BE ID.AwMIENINUM OF THREE(3)CYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE Ills I I I I �....: I I :I I I SAN BE NE6 W TALC 1. (� I J I :I I I eNBBEBIBRi Nx•191LT NB THE BULKHEAD TRRAND PLAN.(NOTE.BUULLKHHADD CENTER OF 5 NOT HAAVVETO BEBE BUNDLES RD LATE DIMENSIONS TTHHEREE 15 ! 1.. I .........l...l ................4 1.................... :1�,......L..I..}....... .:.E:............•... ...........L..J.................... ..........1.i GROW THE POST TENSION NOTES NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE IS POURED). 'I............. ..... 2.MARK'LOCATION OF INDIVIDUAL ANCHORAGES ON EAGN SIDE OF BUNDLE CENTERLINE I i /I'f'+10' i i F I I$`-2 I I I. - I COMBONT OpMB BIUB®Slfi ,.....1� 1 '! I. SEE SHEET PT-I FOR 9TRUCMRAL DESIGN NOTES AND TECHNICAL OONGLTM SNOB 2M PER DETAIL(4/PT-1)AND DRILL A 5/4•DIAMETER HOLE IN BULKHEAD UNLESS NOTED 1 I ' S 1' PARAMETERS.SEE P05T TENSION DESIGN PLANS FOR SPECIAL µL RWTB�1ID OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN - -� I _ 1 CONSTRUCTION NOTES,TENDON AND ANGNORASE INSTALLATION 3.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER I : I I I : r I 'I •, :iv I I I: NOTE5,CONCRETE PLACEMENT NOTES,TENDON STRES5ING.-.I F I 1 PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND F.............:. .........1...I ............... 2 Q i..I... ..:.� ..... ..,1...1....... ....... ........J.i REVISIONS \ .•. ..............•. ¢ .. .,. •••• .. 5TRE951NS HOLES SEALING NOTES. AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST lb" � ( I : : 1 I F -:-...I I I : ;I I I; II '-O• OF STRAND M)5T PA56 THE BULKHEAD AT EACH STRESSING END. I I. I 1 -- 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DM 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANGH/ORS WITH 2 NAILS L.J -- DESIGN DRAWIN6�FOR ALL DIMENSIONS SHOYPI ON OTAb/Os TRUSS REV' TI6NT TO THE BULKHEAD.16d's RIND SHANK RECOMMENDED. ' '�. 1 I I Q I I 1 I I I; POST-TENSIONED FOUNDATION PLANS AND REFER TO 5.TIE THAT THE CENTERLINE OF THE ANCkiORAGe9 19 APPROXIMATELY 3 I/2'BELOW TOP OF - --- - - I I 4 F UPPORT SOI I I ® I I I ARCHITECTURAL(AND 5TRUCTURA_IF BY OTHERS)DRANIN& FOR 2 Obl21/03 CLIENT REV b.AT S�TRE�55ENS ND 1END5.REMOVE WRAPPINNG APPROXIMATELYF ANY,IN PLAeE T0 APPIROXIMA BULKHEAD NSIDE TEHE BULKHEAD. I I - I I ;I I 1 ALL REMAINING DIN•ENDION NOT 9FIOVAI ON POST-TEN910NED SLAB. _..._ .,. ....... ....... ...pl ..... ..... .. .. ......... FOUNDATION PLANS. L............�. 1._� F L..I............... ..L..,...:.................N..... ....�: 4 05/05/04 CLIENT REV Ih F ; VERIFY P41TH THROJ&H THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED I I I I' 3 DRAWING FOR ARCHITECTURAL(AND STRUCTURAL DOLT.HOEDOWN G LAL IF BY INFORMATION AND iD.9TIRAI6HTNOT E�ET1`NDON.a,CURVING TEEM 9 HOP Y AROUND HOLSTRAND THROUkSH THE ES OROB`TRI.L'TIONSE IN THE ANC µD ��ARTIAL ALL INFORMATION FROM `I,! I I I _..., :I I I - SHEAR WALL LOCATIONS. F RAM I NG PLAN BA91G PLAN APPLIES r I I I : : I I ; PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. �_ - I I �'J I I I I I 4. REFER TO TABLE BELOA FOR ANCHOR BOLT SIZES AND SPAGIN&. x . .............. ... ..... .... ................ ..b.CHECK STRANDS FOR TEARS IN PLASTIC YRAPPINI6 AND REWRAP.ALL TEARS IN --.•.*-- I I ..• ••'•••• •':"""I' ••••••• "1......:...rt 5. IREPER TO DETAILS IS/Pr-I,16/PT-1,IT/PT-I AID Ib/Pr-1 FOR OPTIONAL PLANS NNAJ YBRAPPINIG 12'OR LONGER SHALL BE REPAIRED. "•ri �• 9.TENDON PLASTIC Yw,PPIN6 SHALL BE CONTIMlO19 OVER ENTIRE LENGTH TO ce OPT. F I REP.AGE / �AI"C I/4 = I'-0' 1 u4'�' •- - INSTALLATION OF HOLDOYtN9. UN50NPED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATINS MATERIALS J' -1J -- --4----�- } J ¢ --i--- DURING CONCRETE PLACEMENT. MED I --- -- T'-9 II --j •�-H •I'� - -- --•••----�� •�-lar{••' �,11 ANCHOR BOLT TENDON STRE551N6 PREPARATION NOTES I ( : , ` r P ANEL SPACING I.RENHa•/E PocKEr FORMER. I ''! I .. ... I p xPE 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF "U""""' I) •.•. ......-•.............'....•.....•.: _LI I{. f I...I ... I :.I . .. .... ANCHORAGE IS CLEAR IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WTH A : I 1 1 ..ri•) ••�•• F 3.INN9ERSCRAPER A PAIOP6R'VER UPPERS BY HAND INTO EACH ANCHORAGE. 1.:t.,. I 2B I �.....__ 2® _ i'� < �• DIMENSION FROM THE EDSE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS ✓ S/D'm z 12'm 92'O.G. E>�• 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A GONISTAM .I I :�� r ` _-- zt -� r+ RULE ARE RECOMMENDED. ! .......... ...... ....... _ .. ... ... ......... ...... ® 5/b O x 12 •12 OC (2 ---� .. ... .. 2 -.>:..... .......: .i.. ..:.. 1 :�f I H� I - I I: MCP reNDON sTRE551N6 PROCEDURE NOTES /, LJ' s _ ® 5/b'm x 12••b'OC. I.THE STRESSINI6 OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON �,..._.!- I I I 1 ;1 -..,.....I I I• 4' / y, ^, t I f I I I •m x 12•b Ib•o.c. EXPERIENCED IN TI15 TYPE OF WORK:HE/SHE MUST EXERCISE CLOSE CHECK AND RIGID 1 II ••f• {. ! �- I ;I I I ® r✓SX•III In contract r✓ r-, CONTROL OF ALL OPERATIONS. I i i I L J .' ! y l l j etN 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS. F.0 . Imo....... l .J t '. - .I I c CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE I :,I: ::I _y - I ....i I. �. 1 1 ... .:1 L... ..... x 12'•16'OZ. CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL --- _. DRAYBNGS OR 200o p.l(t•I1NJ. j ---- --- �--- -t•- "mot.- 5. ..,r,=+=r1.•+-� --�J --; - --- --- I •lae.r'✓s�m(b«u ALL PRLSTRE-55INS 5TEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EQUAL -------- HYDRAULIC JAGK5,BWIPPED WTH ACCURATE READING,CALIBRATED HYDRAULIC I r----: r-- -- --, r•----- - ---; r--C -------, /b•m x 12•b 12•04. Q PRESSURED CAUSES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. I I I: I :I I I • •W/3X6.111 W 4.THE POST-TENSIONING OPERATION RILL BE 50 CONDUCTED THAT ACCURATE ELONGATION 1 ...........Ib',-O''•••• ... ..rill OF THE PRESTREGSIN6 STEEL CAN BE RECORDED AND COMPARED WTH COMPUTATIONS 1 I ... PI - ,i.1 1.......... ..J...... ' ..... ........1.: On SUBMITTED AND APPROVED BY THE STRUCT.FNAL ENSINEER. ,l_ ._•, I I j :I ,J •1 I I r - `-� I s/b•o x 12••b•oc. 2N I4- 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS AND ! '' I I - ; w/Sxb NII SUBMIT REPORTS TO 60UVIS ENGINEERING FOR STRKTURAL ENGINEERS APPROVAL ONLY IF '' '. r - ;I i:.. 1 : I TRESSED TENDON ELONGATION EXCEEDS TOLERANCE. f I J W/(?)•4 TOP el THE MAXIMUM JAGKINS FORGE TO OVERCAME FRICTION SHALL NOT EXCEED bO%OF THE I II I J_i QQ -.1. I 1: TABLE•A"TENDONSSHALL BE.0 kips ED AT A FORGE NOT TO EXCEED 70%OF THE ULTIMATE 7 K I t ......... ••.••••,••••I•....... •r... •• •••."•••.••••••• •.•.I••I .......:..... I.•�...•• .y. ........�. ,Z( FORCE OF THE 19 lx O �2DO9k ). ------J I I• I 'I IN6 OPERA�710N5 PROCEED A9 FOLLOWS, x 1 1 ! :I I 1501E EXTERIOR INTERIOR ADDITIONAL ULTIMATE FORGE OF THE TENDON (41J x DO:53.0 kips). ••.• r- ry I -r I I I I ! :I I 1 CATEGORY•• FOOTING FOOTIN16/RIB MILD STEEL IN -� b.THE STRESS . EMBEDM$NT OVERALL EXTERIOR -REMOVE GROMMETS AT THE STRE551N5 ENDS;GHErK INSIDE EACH GROMMET HOLE TO I L�.:J. t '..I -- - - L---T -----J - MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE:IF NOT REMOVE PASTE I -- ..{._. I: I O .� r - II '-0" 'g"BELOH THICKNESS"J' FOOTING AND - FROM ANCHORAGE WTH A 5GREWDRIVER. I I 18 : •............ ..... .... 1 LOWE5T INTERIOR ZO -INSERT WEPC45,SIDE BY SIDE,BY HAND INTO ANCHORAGE. I I I I ) •-.-.-....•- ••9 , -•i..,.I ADJPGENT FOOTING/RIB '" W -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM ) J 1 I I; I L 9 I I _ THE EDGE OF THE SLAB. I I: I -1 :I b't0" I 5RADE TIED - Q -STRESS THE STRAND AT 33 klpx. I I: 1 r- :I I I it -SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC,SEATING DEVICE BUILT INTO CATEGORY 1 12" 12"O INTERIOR THERAM, : L--- --- -:-- 4---- ^--- -- - �J .} -REMOVE THE RAM. ALL INFORMATION FROM p...............H........... ..;..�_. . ....,............. :,.......... .. •..--,.. ..... ..... ........ ......... ... ......... ...... Rom/// '. AR1113 MEASURE FINAL ELONGATION.RECORD ELON6A710N DA51C PLAN APPLI�TO 1 i i Y N Z O R.IF INCONSISTENCIES BETWEEN THE GALCULATE7 ELONGATION,THE MEASURED ELONGATION. PART 1 AL P.T. PI-AN 1PTIONAL PLANS NN.T �O : � : CATEGORY II ID' ONLY 16"NO ADD 2-N4 I I I � J AND THE JACK GUA6E READING DWI^THE JACK-6UAM_PUMP UNIT SHALL BE I I •tNO I I 5"THICK SLAB •I I I BOTTOM X O 3 g Q REGALIBRATE.AN AGREEMENT OF WITHIN T%UNDER TO T%OVER SHALL BE SATISFACTORY. $C,AL.E ; I/4" = I'_Q" I I I 'b-b I PORT TENSION :I I I I' CONT. o 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING OPT.BEDROOM 4 I4 1 I I I I O DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED T.I 1 ; I CATEGORY III 24" 24' ADD 2-N4 ON PLAN NEED TO BE STRESSED FROM BOTH ENDS 91MA.TANEOUSLY IF IT CAN BE SHOWN I I b'.O:'...,......1...K............:..........................:.L..J.. .{ ......... ........J. I BOTTOM x Z THAT THE WEDGED ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO xll•PA6E OF (G?�T EGORY I I 4 111) I_ I I :I I I CONT. F THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE - 7 r--1 _O OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE - L-- -J L - ------ ---- L r------ -� r---------- W PLACING DRAWIN66,TENDONS EXCEEDIN6 100 FEET IN LENGTHS MAY NEED TWO-HAY �� O --- -- •• V B (- ----- -------- r- --•-----r----• Y y 5TRE951NG.1 P2 �- --� �- r---. 1 ram- :"I r-- -, z I.PARTIAL(OR EARLY STRE551NH6)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, L"--J I---J I I I :I I I Q CATEGORY I •LOW EXPANSION H/O DYNAMIC/LIQUEFACTION Q T_ SHALL CONSIST OF INITIALLY STRE551NG SUCH DE516NA7ED TENDONS TO FORGE OF S000 .I..........:...... _ ,,•,:.............:............:.I,..,I.... ...... ........,F SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) UJI Q Q LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WTH FINAL P2 2 2 "N STRESSING. M I I _Z V CATEGORY II.•MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION _ 12.ELONGATIONS 9HOW1 ARE BASED ON.l0 f pu.MEASURED ELONGATION 1%UNDER TO T% I I I I I I < SETTLEMENT,SEE SOILS REPORT FOR LOT CATE6ORY) ~Z uj W Z- OVER IS ACCEPTABLE.IF MEASURED ALON6ATION EXCEEDS TOLERANCE,CONTACT 6.15 I I I I I I X w Z eN61NEERINe . a p CATEGORY III •LOH OR MEDIUM EXPANSION Y•Y `l 13.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND I I I I I I = ` 1...........:......l...i..;.............i............:............:'...'.....................:..........'. x Q BEHIND JACKS WHILE STRESGING TENDONS. DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ Q Q .y N OR H/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR• BL 1L r CO J STRESSING HOLES SEALING NOTES ADD. ADD. SATURATED ALLUVIUM CLEANOUT5, PROJECT NUMBER I.THE REUSABLE PLASTIC,GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO FJE I I I ; (2)•�4 TOP I 1 (2)-N4 TOP I 1 SEE SOILS REPORT FOR LOT CATEGORY) FILLED AND SEALED WATER TIGHT. I I I L•4!-0"PAST :I I L•4'-4' Pj45r I 60339 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND I/2'70 3/4'BACK IN HOLE.BE I I I PANEL E.W. :I I PANEL E.WJ• CAREFUL NOT TO DIRECT FLAME ON&RIPPERS.USE A LARGE HOT FLAME AND COMPLETE -r-- J i ISSUED DATE THE CUT AS QUICKLY AS POSSIBLE. L---' -J L_--� J L- 3.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPACK ----r--- ;---- I- 0112q105 . BLOCKOVTS HITMIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 PLOT DATE' ACCEPTABLE). 05/05/04 TECHNICAL PARAMETERS NOTES 4 4 DRAWN BY: FEW."BY: -DEFORMED MILD REINFORCING GRADE 40(NUNS 4"4)STEEL SHALL CONFORM TO ASTM A-6156RAM 60(05 t B166M L.D. -STRANDS SHALL CONFORM TO ASTM A-416 -PROPERTIES OF 7-WRE STRAND 1/2"DIAMETER TJ IbXB 9 QA E P -AREA SQUARE ACHES 53 SHEET NO. GARAGE FOR GARAGE PORTAL -E.-p.MATE)-,000( 41,3OQ• P057 TENSION FOUND?�TION PLAN S-1XAB -Cro-p♦1 2bb0O:000 -MAXIMUM FORCVAO F pu)TO 55000.OVERCAME FRICTION SCALE I/4" = I'-0" . -MAXIMRH ANCHOR FORGE(.T f pW 2b,900• PLAN I X,4 G,4TEGORY 11 4 11 I -UNIT ELONGATION PER FOOT 0.0T9"(PA POUNDS)(12 INCHES)AREA E I MSPECIAL FIELD CONLSTRUGTION11. NETE•J _ ENSIAEERAIN6 GALIFORNIIADIMENSIOADOES ME ASSU ANY LIABILARE EXTRACTED FROMIITY TECTURAL N RESPECT'TO THESE5 CO SYMBOLS LEGEND SIVIMENSIONLS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS NTH THE -ARC lm 4ITECTURAL DRAWINGS A NTH FIELD CONDITIONS.COMRAGTgt SHALL VERIFY THE ,.OGATION AND SIZES OF All ANCHOR BOLTS,HOLDOMS,EMBEDDED STRAPS AND FRAMING FOOTING 3MTERIALS.CONTRACTOR SHALL VERIFY CONFISURATION AND LOCATION OF ALL -ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,5LOPE9,SHELVES, L-_J L jJ � 'PATIOS,PORCHES,AND STOOPS. 1 "%//// DROP IN SLAB(VERIFY PRIOR TO CONSTRUGTIOW -2.CONTRACTOR SHALL VERIFY TENDON LENGTH'S AND STRESSING TAIL LENGTHS PRIOR TO "u/// "FABRICATING GABLES.COLOR CODING OF GABLES 19 ONLY TO.11 TENDON PLACEMENT, -.ND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IK BUT NOT ------- REBAR LIMITED TO,DIE ID NSIONS,TENDON COUNT A LENGTH'S,COLOR CODING,AND ELONGATION POST TENSION FOUNDAT ION PLAN DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF 8OUVI5 ENGINEERING PRIOR TO 77 FABRICATION. Y r�G/t1LC I/4" I'-0" PAD NUMBER GOU y IS S.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON PLAN I/`� G?�TEG ORY ENGINEERING THE PLANS AT UT,SEE DT2R5 OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON ®X DETAIL NUMBER CONSULTING SUPPORT LAYOUT,SEE DETAIL FOUNDATION U, HALL I). - - DETAIL SHEET NUMBER 4.THE FLOOR SLAB AND FOUmATION SHALL Be POCKED MONOLITHICALLY EXCEPT WHEN L J ..,:r -- -------, r - ------, 5.DIMENSIONS OTHTHE ERWISE. ARE NOT FURNISHED TO 51NMP5oN HOLDOWH5.IT IS THE RESPONSIBILITY OF ---- ------I I-----I I ,I 1 /// � -t l I I I GROUP CONTRACTOR TO LOCBA�TE�TIESEANCHORSIP N,MTT!EXACT LOCATIOµ REPBR T CONI AND THE O CONCRETE I i. I ); I I I I I, r i r' 4. ® :;.1 - 1 PD SCHEDULE FOR PROPER INSTALLATIOn }.�.._��_ -_.___ �•1 / '� 4400 CAMPUS DRIVE 6.PROVIDE 05 x 24'DOWEL•24"OZ.AND 12'FROM CORNERS AT ALL CONCRETE 1 1 I I I I 'I I ;~{ I- F)I�' �.I If : I 2.-0'50.X 16'THICK PAD W/(2)04 E.K.BOTT. NEWPORT BEACH STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF �,,,v II �� I I I I CA 928M 7.ADMIXTURES SLAB UNLESS NOTED CONTAINING . -.__I__..-...._._-.-__.__.-__. _.____-.-.___,-. T.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. ---.----------.__.� I I I I I .I F AI 1[.., ..-i I I 1 2'-6'Sa.X 16'THICK PAD vu CJ)04 EA.BOTT. FEWPORT BCHL• 549) � I D.REQUIREMENTS FOR PRE-5ANRATION OF SIBGRADE SOILS ANm DAYLIGHT SETBACK OF ------ EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH SOIL REPORT PALM SPRINIX Q50)929-GBBO REGONMMENDATIONS. B SPACES AT 4'-2't 6 SPACES AT 5'-0't 5'-0.50.X I6"THICK PAD W/(4)a5 EA BOTT. R.ROONFLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO 9TRE551NG.BEGIN WALL FINNING S ---�- J "4 I f'•-- 1 r-- • " F4 S'-6'SQ.X ID'THICK PAD YL(4)HIS EJl1 BOTT. BA®J � DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 P51 9TRENGHT. i I WHT-RUR YEL-SRN YEL-CRY 4 t .p 4• L-CRY 10.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,C.ONGRETE I PLACEMENT AND STRESSING OF POST TENSION TENDONS. YEL-SRN 4'-0'SQ.X ID'THICK PAD W4/(S)05 E.K.BOTT. RESTRICTNE NOTICE II.FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CON5T101GTED SUCH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. I I AIgM ARE 7I4F I ro W-W 50.X IBM THICK PAD K/(5)a5 EA.BOTT. 12.ALL 917E AND PAD PREPARATION,^..UCH A9 BUT LIMITED TO GRADING COMPACTION OF EXCLUSNE RTGPIN"6F 00"BIGI�EA THE FILL,PRE-SATURATION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE OONM IOGROUP,IwoAu PERFORMED IN AGGORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND I I - ..........N,•,,,,,,,,,,,,, ,,,,,,, ... ..... ........ :.............:........... I" W-O"W.X I6"THICK PAD W/(S)a5 E�AI BOrr. NT4)I�tUTON O�6 INCLUDED IN THE SOILS REPORT. ••••••••••••••.•..... ..... ..... •. • _ . i its ... IBA A MINIMUM OF THREE(S)GYLINDERSSLAB SHALL BE TAKEN TO DETERMINE CONCRETE I I I----~-- - --- x / I'I' , F S'-6'SO.X ID'THICK PAD W/(6)HIS r-K BOTT. � COMM OR \ N r ATI GTFILON TES IE BUILT FROM TEN i I : I I I I: POST TENSION NOTES T OF ..I............. ...............:............... ...............} �" III :.. .. I.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMEN910N9 ON THE STRAND PLAN.(NOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE ISGROUP NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). I IT'•:10' { I 15�,2" I coP'Rurt Garvls 451G!®Eq 2.MARK LOCATION OF INDIVIDUAL AAIHGI/OIRAGES ON EACH SIDE OF BUNDLE CENTERLINE -I I I. SEE SHEET PT-1 FOR STRUCTURAL DESIGN NOTES AND TECHNICAL CONSULTING GROUP 2202 PER DETAIL(4/PT-1)AND DRILL A 5/4`DIAMETER HOLE IN BULKHEAD UNLESS NOTED I PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL ALL F13M RENERM OTHERWISE.DO NOT ERECT IN51DE FORM OF 00-OLW UP PERFORMS UNTIL TENDONS ARE INTV 1 I CONRSTRU NIG GTION NOTES,TENDON AND AHORAGE INSTALLATION PLACE. A. NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING S.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER "'I M PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND I - .:.I.............:...............:............... ...............�. 2 2-O�. ....... ......ija ....... ........ .. ...... ........I.) II ,-0" STRE551NG MOLES SEALING NOTES.. AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE IS ONE.AT LEAST 16' �. :I OF STRAND MUST PASS THE BULKHEAD AT EACH STRESSING END. .._. I _I! BY OTHERS) 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS LJ I : I I !_.� I: 2. DESIGN WITH )FOR ALLLDIMENSI SHOWN ON NO. DATE DESG TIGHT TO THE BULKHEAD.I6d.RIND SHANK RECOMMENDED. I I ( I: POST-TENSIONED FOUNDATION PLANS AND REFER TO 2 OD/21/03 CLIENT REV S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 11/2'FROM BULKHEAD SUPPORT 50 I ; I I ® I ARGHITECTU RAL(AND STRUCTURAL IF BY OTHERS)DRAWINGS FOR THAT THE CENTERLINE OF THE ANGHORA6E5 15 APPROXIMATELY S 1/2"BELOW TOP OF -'- - - -' _ ^� ALL REMAINING PIMFN51ON NOT SHOWN ON POST-TENSIONED 1 ..............:.............i ........ ......') I...pM.. ....... .. ...... ......... .. ..... ........ ......... ............i FOU PATION PLANS. SLAB. ... .............. y ..:.. 6.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY 6`INSIDE THE BULKHEAD. �"PARTIAL I 'v 7 ry j I: S. VERIFY NTH ARCHITECT RAL(AND STRUCTURAL IF BY OTHERS) DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND I I _.__.----_____-._ I DRAWING FOR ANCHOR BOLT,HOLDOWN GALLOVf INFORMATION AND THROUGH)THE BULKHEAD.LENGTH OF OF TENDON AT THE END IS NOT TO EXCEED SHEAR WALL LOCATIONS. ALL INFORMATION FROM ,- _- 4 OS/O'3/04 CLIENT REV �.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. BASIC PLAN APPLIES T T T W T SPACING. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. •* - 4. REFER O ABLE BELO FOR ANCHOR BOLT SIZES AND D.GHEGK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN FRAM I NC PLAN OPTIONAL PLANS N.N.0) ':.{ ..•• •.•....I I •• ••,••••• •••I•, ,,, I: S. REFER.TO DETAILS 15/PT-I,16/P7-I,I-I:TT-I AND ID/PT-I FOR UNTENDED AND N PLASTIC, W VENT INTRI1SHALLSION CONTIEMENT PASTE OR L055 OF COATING MATERIALS OPT. F / I •••• •'••••••••••• •••• •••••••••••••••••••••••••:•••••••••••••:•••••••••• OF HOLDOWTIS 9 TENDON RA9TIG WRAPPING SHALL BQ CONTINUOU'S OVER ENTIRE LENGTH TO BE ` J .....- WRAPPING 12`OR LONGER SHALL BE REPAIRED. S /' INSTALLATION ..... ! .:I I I ANCHOR T DURING CONCRETE PLACEMENT MED I?� T'-9 a I` r SPACING TENDON STRESSING PREPARATION NOTES I l ,• I 1 7Y� I.REMOVE POCKET FORMER. - I �......I.... \' .... .,1 .....:... ...........................F- .. i ..II 1....... i `. ..... -............................ ....... . ' -' ;... 7 ® •46'O.G. � 5/D'O x 12' 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF I }n ANCHORAGE 19 CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A - I j '� SCRAPER OR SCREWDRIVER. {. - _ __i -'I " , / 2 2 � B.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCIORAFiE. z 12' S2 OZ. 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT - DIMENSION PROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A VIOODEN CARPENTERS [rr- ,-I ,_L_i RULE ARE RECOMMENDED. 1_� ' J .... - •••••• ......•• •••••1 .............. " ................... .... .- .. .. q o TENDON 3TRESSIN6 PROCEDURE NOTES '', L, ® S/D'♦x 12'•D'OC. 1 I.THE STRESSING OPEIRATION MU5T BE UNDER THE IMMEDIATE CONTROL OF A PERSON •:-,....'.. 1 _. L' I I' 5AWO x 110 EXPERIENCED IN THIS TYPE OF WORK;HE/SHE MUST EXERCISE CLOSE CHECK AMP RIGID ---. ? A W BX slll 1 4-t W CONTROL OF ALL OPERATIONS - �I t1 corwrs 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, CURED UNDER JOB 517E CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE ....... ..____ .._-...__ ._.__. .__. :•I.............`� .:::.::. .....:..... .. ... I I /6'1 x 12'•16'OZ. CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL - - ( _ - I 1 �jpp6 W SX6►III DRAWINGS OR 2000 Pal(MIN). I ICI V 5.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF D51,OR OTHER EQUAL �T HYDRAULIC JACKS,EQUIPPED NTH ACCURATE READING,CALIBRATED HYDRNA.IG W Sy 12'•12'OL. Q PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EAl.H JACK. - I ...........16.0". ... P)• ...... I aldsa a Z 4,THE POST-TENSIONING OPERATION WILL Be 50 CONDUCTED THAT ACCURATE ELONIGATIOH : W OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS ..... ...... ....................... ........ SUBMITTED AND APPROVED BY THE STRUGMRAL ENGINEER _. .-_---. �' %' a�0 W' a2'•6'O.G. Q W W i I I. S r: S.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS AND -� , x •HIT REPORTS TO GGLVIS ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF r I Q W { W STRESSED TENDON ELONSATION EXCEEDS TOLERANCE. I W/(2)+4 TOP J•, 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION STALL NOT EXCEED 60%OF THE I ':I - ULTIMATE FORGE OF THE TENDON. __ -�� :`{ 'O TABLE"A" (41 b X LO.SS.E klPa). r J a I t q ..... .... ........ ... - .... ...................... d . . ........ 7.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED 70%OF THE ULTIMATE : - ' FORCE OF THE TENDON. I I ': I _ ! ? : I SOIL *� EXTERIOR INTERIOR ADDITIONAL (4I9 x.TO"26.9 k"). -J 6.THE STRE951N6 OPERATIONS PROCEED A5 FOLLOVLS, r------ ATEGORY FOOT FVETRIALL EIXTERIORLD L IN n -REMOVE GROMMETS AT THE STRESSING ENDS:GNECIC INSIDE EACH GROMMET MOLE TO - I { .: 4 r -..-+--- - - ---- ------J II '-0. •BELOW THICKNESS"J" FOOTING AND j MAKE SURE THAT THE ANCHORA&E5 ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE I I I ID :.I..: •......•..... ....... .......... U .;.I. LOWEST INTERIOR Z FROM ANGHORAGE WITH A SCREWDRIVER. I •.�. .....• ...... .... ADJACENT OOTING/RIB O W -INSERT 0EDSE9,5IDE BY SIDE,BY HAND INTO ANCHORAGE. I I :.. NT F i -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM - I I 1 I 9 9 S I COMPACTED I -- i\ THE EDGE OF THE SLAB. I STRESS THE STRAND AT SS 10ps. I 1 I ATEGORY 12 INTERIOR -SEAT THE 1,EDSES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO THE RAM. LU L'--- -- �--� -�- -N*• - - -J 1: SHEAR KALL09R } a W - ---�- - -REMOVE THE RAM. ALL INFORMATION FROM i,_.•-_•-:.......:........... ..; ........ ......... ........ .......-. ..... n NN ..;....na:_._I�..:_.......... c_a:4.......... .. , ...{': G " ONLY Q!L ;.. 39 MEASURE FINAL ELONGATION.RECORD ELONGATION. BASIC PLAN APPLIES TO I CATE60RY II I6" ID" ADD 2-64 S O P.IF INJCONSISTENGIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION, PART 1 AL P.T. PLAN OPTIONAL PLANS Nx0) 1 �0 I 5'THICK SLAB I BOTTOM x IIy>yJJ a AND THE JACK GUAGE READING OCCUR,THE JACK-GUAGE-PUMP UNIT SHALL BE g'C� ;6'-6` REC.ALIBRATE.AN AGREEMENT OF KI IN T%UNDER TO"1%OVER SHALL BE SATISFACTORY. = I I I' ..i.............:... POST TENSION 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING OPT.BEDROOM 4 I9 I .........j•.•... ........... . .. GENT. UJ O ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT GAN BE SHOWN �• .. ............ .............:........ CATEGORY III 24" 24" ADD 2-M4 DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH EN05 WHEN REQUIRED AND NOTED ,1 ���X THAT THE WEDGE5 ON THE OPPOSITE END ARE FIE-SEATED AND CAUSE NO SLIPPAGE OF (G AT EG0 RY I I III) _1_ _ I GaNT, THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE - r --I I TIN 1 V J U OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE I r------ -_1 r---------- I Na`fGf 3 •i (n`' W RAGING DRAWING).TENDONLS EXGEEDIN5 100 FEET IN LENGTHS MAY NEED TWO-WAY -------- 97RE551N6.I P2: ��------ --iO~- I I CATEGORY 1 6 LOW EXPANSION NWO DYNAMIC/LIQUEFACTION Z = II.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, L O- SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) Ul }� SHALL CONSIST OP INITIALLY STRESSING 5UGH DESIGNATED TENDONS TO FORGE OF 6000 .I•.••..•..• .........................:............._..... ......:........................ .........I. NU� NT, LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP NTH FINAL P2 Y W F:Q STRESSING - IR I I -Z CATEGORY II:O MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION z f)Z 12.ELONGATIONS'.tI40WS1 ARE BASED ON.TO/W.MEASURED ELONGATION T%UNDER TO T% S I - - I SETTLEMENT,SEE 501L5 REPORT FOR LOT CATEGORY) -R��{ W W Y OVER 15 ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT GOUVIS I I N 1( =t 4D ENGINEERING. [ _ 0.4 CATEGORY III:O LOW OR MEDIUM EXPANSION V1/ Q lfl 15.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND I I a m DYNAMIC/LIQl1EFAGTION SETTLEMENT AND/OR HIGH EXPANSION W/ BEHIND JACKS WHILE STRESSING TENDONS. I ' I• x OR O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR O u' FREE W/ m J STRESSING HOLES SEALING NOTES (2)-R14 TOP t (2)-=4 T�ON,P t I SATURATED ALLUVIUM CLEANOVTS, PROJECT NUMBER I.THE REUSABLE PLASTIC,GROMMET FORMS A HOLE 2'(INGW DIAMETER WHICH IS TO BE I (2)-04 BOTT. (2)-M4 B(`�TT. I I SEE SOILS REPORT FOR LOT CATEGORY) bO33q FILLED AND SEALED WATER TIGHT. I L.4'-P'PAST L-4'-O"OAST 2.USING A CUTTING TORCH,BURN OFF EXCESS STRAND I/2'TO 3/4'BACK IN HOLE.BE I PANEL EA PANEL ISSUED DATE CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE THE GUT AS QUICKLY AS POSSIBLE. L--- ---L-- i----�--- J I /241/03 ----- ------- OI S,AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRY PACK ..•........'. ...a.tttat:iz:e tuatu"ttrttirr••••••••••!......•••• .......v.+t"'}ta.•;ar•: BLOGKOUTS WITHIN IO DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR THIS PLOT DATE PURPO(:}E.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 ACCEPTABLE). OS O 04 7EGNNIGAL PARAMETERS NOTES 4 4 DRAWN BY: REVISION BY: -DEFORMED MILD REINFORCINS GRADE 40(a5 t 04)STEEL SHALL CONFORM TO ASTM D. A-615GIRADE 60(ll5 t BIGGEw STRANDS SHALL CONFORM TO A9TM A-416 TJ 16X8 9 TJ I.. SHEET NO: PROPERTIES OF T-WIRE STRAND 1/2'DIAMETER pu GARAGE PORTAL GARAGE PORTAL -AREA-SQUARE tNGNE91.ISS _� ;P�9415EE» POST TENSION FOUND?�TION PLAN - -MAXIN•IM FORGE(A,N PW)TO 55,000a OVERCAME FRICTION SCALE : 1/4" s 1'-0" 1 X 1 -MAXIMUM ANCHOR FORGE 0 F PI 4� PLAN IXA CATEGORY 1) UNIT ELONGATION PER FOOT ODTR"IPA POUNDS)A2 IW-+CW AREA E I SYMBOLS LEGEND I ----- FOOTING DROP IN SLAB(VERIFY PRIOR TO DONSTRUCTIONI r ___________.._-------------- r_______________ _ -•-•--- REBAR PAD N1M®ER GOUVIS ENGINEERING Ix4'T 12• i ®X DETAIL NUMBER GRN-ORA ; DETAIL SHEET NUMBER CONSULTING GROUP PAM SCHEDULE PI 2'-O'50.X 0"THICK____-- _-_-- PAD W/(2)04 EH BOTT. NEWPORT BEACH r-------------� -- - ,� r�--=-, -------� r--- -------� r------- -- 1I I I I I 1 1 X I I' I I I Pa 2'-0•sO.x Ia•THICK PAD w(s)ma EYL Bon. NEWPORT Bail (9W)762-182 I I iA PFAX ALM SPRNW (W 32295M 5'-0'50.X la•THICK PAD W/(4)m5 EY1 BOTT. sAEED a BEKAK PE I i I I I I I I l I I P4 V-b'50.X la'THICK PAD YL kV(4)•5 E SOTT. ;{ 1 - • .. I r^li 4'-0'S0.X ID'THICK PAD W/(5)•5 EYl BOTT. �OEICTIVONA���ANO 1 I I I I I '1 j I I I I I I I I RESTRICTIVE NOTICE 1 1 I I I ( I I I I I I I I I I I I I Pb 4'-6•50.x Ib•THICK PAD w(5)•s E-K Born. TPROPEMaw F GOUM p OOWMTM QMF,as ALL P S'-0'50.X Ib•THICK PAD W A)05 E-K BOTT. #A;0 GHOWN RI CeNoor OCONFDROIAL F I I I I I I I I I I I I I 1 1 I I I I I st•SO.X Ia"THICK PAD W(b)m5 Ex BOTT. Ito No PNn��OIHMNos eTRw�CTua LL W N011 O ANY I I I I I I I I I I I I I auiT m,w oM 9 POST TENSION NOTES �•« OF • LI COP~cows exw*a*4 I. SEE SHEET PT-I FOR STRUCTURAL.DESIGN NOTES AND TECMNIDAL CONaLlmq a101m IOO 1 PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECILALL Rana--1- --- ^�� I I II I J CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION ;'---'- -- =J L-----J.. L----------J L----- � Z---------- L - --- ---J L-----J L---_ ----- --__- L_____ _---—_-__ NOTES,RATION NOTETE S, MENT TRE5,TENDOOCEDURE N6 -•. - PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, ---_ =�_ ----- -- -- _ --_-- -- - --. -- - .` STRESSING HOLES SEALING NOTES. REVISIONS - �; EVISIO 7 r ------ , l r---- , r---- -1 "r T 7 r--------- -, --_ 7 r---- -, r----------, 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESQ I I DESIGN DRAWIN55 FOR ALL DIMENSIONS 5HOVA1 ON L I 1 1 I. I I 1 I I I I POST-TENSIONED FOUNDATION PLANS AND REFER TO I oT/Ib/03 TRUSG REV' 1 I I: ALL REMAINING DINE ION NOT SHOWN ON POST TEN51ONED FOR 2 8 2 I I - ,` '"' .•T � - t - I I I 1 I ."•• .' =1- FOUNDATION PLANS.�ARCHITECTURAL(AND TRL'CTURP.L IF BY OTHERS)DRAWINGS )ENT REV rAI I I I I I t I I I I I I I CLIENT REV o /21/03 -. TYP TYP 3. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) I I I I I DRAWIN5 FOR ANCHOR BOLT,HOLDOWN GALLOUT INFORMATION AND ... 1 I rLL_1 SMEAR WALL LOCATIONS. 4 OS/OS/04 f __ .r-_J ,_�.; __.� ___.__.._.-. I 1 -'�"F._ 1 1 •,� __ _-__J __J _....-._....._... I 1 R-.`R TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPADING. �+' _t 5 REFER TO DETAIL5 DA'T-1,IbiPT-I,11/rT-1 AND lb/PT-1 FOR J - / I LPL_ - 1 ''I + 7 I I I I 4 INSTALLATION OF HOLDOVNS. 11 i' ISHEAR II I I I -__.II IPA 1 r'' j j ii j ---- ' --- L--- _ r -ter =---� L------ - ---- ---- --- L-- -+-Iz�—- =+ --- L------ ---------- BOL PANEL SP�NG T ------- ----------- '- --1 -/ --- --=------ -- - - ------- ---------- : :r----- r--- r- � r------ r------- , r H r.-._ --1 I-----------1 ® s/a•o x I2•m aa•D.C. I I I I I I I I I I No. I I I I I I I I I I I I © ""0 x 12•m 52•04- Eg> r-�v © Sro•o x 12 •12 o.c.® srooxl2 .a oc. op :'I � r•. i ( I � •ox12'.16•oc. i I I I I l I I I I i (I 1 I :1 cr�Xro�e s0 12 16 0 Oxl2'• �U:. 111 . , 41 yci I I t_ _' 4pa . I I bwm,.sxa I .12 OZ. Q :I I I 9 I IL 9 I I I I I I ;L 9 I I I zOW 1 I I I I I 1 I I I I I I I I I I I I I 5/Sx6 12'o a'O.C. p L------------ L - -- -------- L---------- J—'L- -- ------- �11 FWW-- -1 5•THICK SLAB I I I TABLE!•'�`• I < I I PosT TENSION I I 1 I I I < I I POST TENSION I I 1 Z SOIL EXTERIOR INTERIOR ADDITIONAL X ® CATEGORY•• FOOTING FOOTINSPAUD MILD STEEL IN Il _ _ E �OK THICKNESS EXTERIOR AND - ----------r 71- - L-----J L-- ------- J L ,'-••-------J I�,.� , r--, - - L-----J L-- -------- _--J L-- -------J Oke5T I RI � } j 1 r----------I r -.. ...-. S NTE OR TM L .J. PI I 1 1 I -_____ I _ _______ 6 P2 1�1- -------_- - COMPACADJACETED FOOTINGAQIB z L 5--------- -f-- Z r-----, r- r----------� L__J --------- r-----, r-- r-- I I I I I I L--J I I I S Q I I I GRADE _� p PI - PI I I I I I I I I I �rc I I I 2 P2 2 2 CATEGORY I 12" 12"O INTERIOR � v I I I a I I SHEAR WALLS 1 s I I I I I PT.1 I 3 I I I I I ONLY N.N.OJ 1- �/+JO W .I I I I I I I I I I 1 CATEGORY 11 16. Ib" ADD 2-m4 z Q p I I I I I I I I I I I I BOTTOM X 3�4 I I I I I I I i t I I I Cow. 0 ` O Ca- ADD. I I I I I .•ADD. I I I I I ADD. 1 1 ADD. I CATEGORY III 24• 24' ADD 2-m4 I I (2)-04 TOP I 1 (�)-04 TOP I I I I (2)-ma TOP I I (2)-.4 TOP I I BOTTOM x �- v I I I L•4'-0"PAST I I L•4'-.4' PAST 1 I I I L•4'-0"PAST I I L=4'-O"PAST I GONT. X F I I I PANEL E.W. I I PANEL E.W. I I I I PANEL ESN. I I PANEL E.W.— 1 1 F ft W L-----J L---- ---------J L- ---_-_- J L-----J L---- ---------J L- ------ J _ - -- - - - - - 7" ,7, •J CATEGORY I o LOW EXPANSION W/O DYNAMIC/LIOUEFACTION _ SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY)CATE 4 X Y 4 4 SETTLEOMENT,I SEE SOIDIUM LS REPORT FOROTON WO DGATEMGORY) FAGTION L_ y ■.. �Q N 4 W IL pup TJ IbXB 9 TJ IbX& TJ 16X8 9 TJ CATEGORY III:O LOW OR MEDIUM EXPANSION W/ GARAGE PORTAL GARAGE PORTAL GARAGE PORTAL GARAGE PORTAL DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ ` OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR• r SATURATED ALLUVIUM CLEANOUTS, PROJECT NUMBER SEE SOILS REPORT FOR LOT CATEGORY) 6053q ALL INFOPiMAT10N FROM ALL INFORMATION FROM ISSUED DATE BASP�RTI?�L P.T. FOUNDrgTION PLAN IC,PL-MT *E�A ON(U.TO �J IOART 1 AL P.T. FOUNC ,A71 ON PLAN BASIC, ELEVATION NNAJ TO 0I/2q/03 ga'-Le : 1/4" = I'-0" WALC : 1/4" = 1'-0" PLOT DATE PLAN IXG (CATEGORY II $ III) PLAN IXB (CA7E60RY II III) 05/05/04 DRAWN BY: REVISION BY: L.D. SHEET NO. S-1XAD SYMBOLS LEGEND FOOTING DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) r_..__-____.._________-_-_-_.____________-_._______ ——— — REBAR ! ! PAD NUMBER GOUVIS 1x4,' .B 1/2• ® ENGINEERING 6RN-ORA ! ! ®% DETAIL WMBER DETAIL SHEET WMBER CONSULTING GROUP i PAD SCHEDULE 77• ______—___ ______ _--�� __________ __-----___ T _ _ Z'-O'SQ.X Ia'TIIIGK PAD YV/(y 04 EYL B01'T. NEyyA 92 BEACH OW I f // \\ I t` I I I I •1//x\\ �� I 7-0'S0.X ID•THICK PAD Y'V(5)04 EYL SOTT. NEWIPORT SON: (949)752-1W I I I \ . I FAX (W)752-M i I I I 5'-0'50.X 16'THICK PAD W)(4)05 EYl BOTT. PALM Cm)� i h p C' i F4 3'-0'S0.X la'THICK PAD VN/(4).5 EY BOTT. P BAEED d BEKW P.E.60W 4'-0'90.X ID'THICK PAD W(S)+s Ei`l Bon. RESTRICTIVE NOTICE .....,- 4'-6'SG.X 16'THICK PAD At(5).5 EH BOTT. SPECIROATIONS 1PROPERTY OF 00"ENGINEERING ® I I I I GROUP, F1 W-O"50.X Ib'THICK PAD W/(5)05 E.W.BOTT. caNs REOVIRM I I I ! I I I I I W-6'50.X 16"THICK PAD 1•V(6)"EYl BOTT. CAN No COMMCOM PART oP TPANOHESE ERMDRAV Ons I I I IREPRODUOEA NOR CAN AWI I I I I I I I STRUCTURES BE K&T Raw THEM _ 1 I I POST TENSION NOTES WITHOUT VffrrEN CONSENT OF GROUP I. SEE SHEET PT_I FOR STRUCTURAL DES16N NOTES AND TECHN101 PARAMETERS.SEE POST TENSION ON DESIGN PLANS FOR 5PEGIAL N1 RR1181E� I I I I GROUP 2W2 CONSTRUCTION NOTES TENDON AND ANGHORA&E INSTALLATION 1 1 - 1 I -- NOTES,CONCRETE PLACEMENT NOTES,TENDON 5TRE55INS 1 `J 1 I 1 L J 1 L� I PREPARATION NOTES,TENDON TES. 1N6 PROCEDURE NOTES, REVISIONS 1 I I i sTRES51Na HOLES SEALING NOTES. 2. VERIFY VOTH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE OEBC. 1 DESIGN DRAWINGS FOR ALL DIMENSIONS SHOWN ON POST-TENSIONED FOUNDATION PLANS AND REFER TO ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS)ORAMllN65 FOR 2 Ob/21/05 CLIENT REV , I'jl j ALL REMAINING DIMENSION NOT SHOVN ON POST-TENSIONED TYP `� S FOUNDATION PLANS. AND STRUCTURAL IF BY O 4 05/05/04 CLIENT REV .1 D`RAV41NS ANCTH HOR BSOLTTL (AND CALLOUT INFORMATION AND - I 1 r _ — 11 ... j SHEAR WALL LOCATIONS. ------ ---J TYP I 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND$PACINb. 7- L J — .: I I_� 1 9-`—1. I S. REFER TO DETAILS MAIFT-1,IbNPT-I,MAPf-I AND IaR'T-I FOR 1 P2 1 INSTALLATION OF HOLDOI NS. SHEARANCHOR SOL T Y. 1 TYPE " C ... I A sro•o x 12'0 461 O.G. 1 I I NO. © sro•o x 1r•s2•oa. Eigz l ' _ r.'. 1 ._ 1 r F QI i I ' '_.! 1 - !I - ..� . �� Q I L;�.'._! of _7 © sro•o x 12'O 12.04. jI I I © 5ro.o x 12.0 16'o.G. 1 r }—J L— — -- --- ------J l -j r + I 1 1 „a,..✓sX6:n o w oc. J ,L - --- ------J I I 1 I /b•o x 12 o 12.O.G. 4 L-jlr w w sx6.1111 wiae°xti ein oa oc.L------------ J--- — VA — -------- — HL -- -------- — I side. 1 UEwa :. I S•THICK SLAB I I I 5"THICK SLAB 1 TABLE•A• O J v 19 .., POST TENSION I I _.... I POST 1EN510N 1 iq. I 1 SOIL EXTERIOR INTERIOR ADDITIONAL r i i GATEBORY•' FOOTMILD STEEL IN EMIDE1�NT T VETRALL EXTEHICKNESS"J" RIOR NC,AND -A --. ( 1 B LOWEST INTERIOR r PI L --------- �-__ -----_� I I .I P2 - ------- _ _ 1 ADJACENT FOOTIN6/RIB — ----- )III PI I I L__J L--J 1 1 COMPACTED O O O I GRADE _ Q NL' Q' 19 �Nt' I I P2 Iq 1 i I CATEGORY 1 12" )SHEAR WAL INTERIOR ~ U.J UU O- 3 I PT.I I 1 '^ � .1 1 3 I I ONLY N.N.OJ 6 ~ �O W 1 ( CATEGORY II ID" ID" ADD 2-44 Q I BOTTOM x 3 Q 1 i I CONT. ` D O LL ADD. ADD. I I I ADD. ADD. I 0 (2)-•4 TOP (2)-.4 TOP I I 1 CATEGORY III 24" 24" ADD 2- x L•4'-O"PAST L=4'-0"PAST I I (24'- TOP L--4*4 TOP I I BOTTOM x J IL -- PANEL E.W. PANEL E.W. I PANEL"PAST PANEL"PAST I GONT. X H I I PANEL E.W. PANEL E.W. I I L------------ ------------- --------� I L------------ ------------ CATEGORY I e O LOW EXPANSION WVO DYNAMIC/LIQUEFACTION J ll-1 SETTLEMENT,SEE SOILS REPORT FOR LOT CATE60RY) �f X Y CATEGORY II,O MEDIUM EXPANSION W/O DYNAMIC/LIOUEFACTION `l F-Q Q SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) N z W W W Z TJ IbXb 9 TJ 16X5 TJ I6X8 9 TJ 16Xb CATEGORY III,O LOW OR MEDIUM EXPAN510N VL n _dill Q GARAGE PORTAL GARAGE PORTAL GARAGE PORTAL 6ARA6E PORTAL DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ a- ` Q Q OR W/O DYNAMIC/LIalEFACTION SETTLEMENT AND/OR O IS-Ca J 5ATURA I IM ALLUVIUM GLEANOUTS, PROJECT NUMBER SEE 501LS REPORT FOR LOT CATE60RY) 60339 ALL INFORMATION FROM ALL INFORMATION FROM ISSUED DATE PARTIAL POST TENSION FOUNDATION PLAN BASIC PLANAPPLIESN( PARTIAL POST TENSION FOUNDATION PLAN ALTE PLANAPPLIES TO N( 01/2q/05 ALTERNATE ELEVATION N.N.OJ ALTERNATE ELEVATION N.N.OJ SCALE : I/4" = I'-O" SGALC : PLOT DATE PLAN IXG (GATEC�ORY I) PLAN IXB (CATEGORY I) 05/03/04 DRAWN BY: REVISION BY: L.D. SHEET NO: S-1X.1E SHEAR NALL SCHEDULE - ----bX,o� ---- ------- b� SYMBOLS LEGEND U 199-U UNIFORM BUILD C ING ODE/2001 CALIFORNIA BUILDING GODS I X6 ® POST OR TRIMMER A9 NOTED SHEAR SHEATHINS EDGE FIELD SHEAR 54LL It PC LIPS ANCHOR �--�'-i SPAN AND DIRECTION OF ROOF MEMBER PER 51-HEOULE P NAILINS NAILING CAPACITY WILING A35's,L550 BOLT - (COMMIOW (•LF) OR LTP4's SPACING \ SPµ AND DIRECTION OF FLOOR MEMBER PER 51-MM.E ' ® 3/6"APA b do b Wo okkff 5/b"m x 12' O �/ rated m b OG a 12.OZ. 260 a 16' SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE I� 4X8 v © rat" sso *I oc. o 0 0 0 SHEAR PANEL NUMBER,REFER TO SHEET 50.2 ENGINEERING 91 LJ .,_. J\ FOR PAIL TYPE,PANEL LENGHT NOTED 3/rated A •3'sO.G_•Z O.G. 6 3'OTC. roY OG.• .-.._ _ _ ._ i.-. \ \j�/ ON FRAMING t FOUNDATIOM PLANS. 3/b'APA 8 dY b dY Y, x 490 a 10'D.G. /•; IS/32'APA 10 dY 10 tlY 6dY s •b'O.G. ro'e x IY I- l t7 J F;' -\ L % f d�.,' L (,Y. // \\\ C L' I X DETAIL NUMBER .3 oG .IYOG. .3 N.NaJ ..•oG. __._ CONSULTING ro s x I2' III =T r` DETAIL SHEET NUMBER GROUP ® W52'APA 10 dY 10 dY a 6'O.G. 16'O.G. _ I i,_rA ti i O ENGINEERING CALCULATIONS LJ BEAM NUMBER,REFER TO BQNIS W L- rl 4400 CAMPUS DRIVE ,trw:fural I m 7.O.G •12'O.G. bT0 b 2.O.G. NJNDJ 3X�' ❑ OX KEY NOTE NUMBER NEWPORT BEACH (') rotetl re too .,e„„w.. ro"e x 12• PARTIAL F RAM I NS PLAN CA f2010 pj°�les gcfbetlAPA •3'sb 12 O.G. 9D0 trwrfer trwro 16.O.G. BEARING WALL NEWPDRT BCH: (s4s)762-T812 tletall detail 5Xb till. P RT I F OR RAM k- ---P --- -------- ---------- DEGK OPT. SCALE : I/4" . I-0• FAX OW)Ts3-MM 15/52"APw 10 tlY 10 tlY ,ee,hew /b•m x 12• G : I/4" I'-0" ® GALIFORNIA FRAMING PALM 6PRINOG deo)szs-Savo structural I e 3'O.G._.IY O.G. 1200 lrwMler trarroter 12.O.G. 9A PL?�N I } / DECK OPT. 9D KEY NOTES BAEED J BEKAK PZ skims rated dstall tletall 5X6 NII 13 4A 12 5 lO CONTINUE SHEAR PANEL TNRp1Gl1 WALL ISU32'APA see shear ro'm x 1Y IA _ 15 4 IA a II_q. I&I - O STRAP(9)OR YIOLDOPH ABODE v�aE,lTN aGvctural 13 O.G IZ'sO.G. 1740 WA transfer D'OA. p II 3 2 II N • B slde,rated detail 3X6 sill ,C X y� >ri RESTRICTIVE NOTICE (-)PROVIDE 3•NOMINA-L OR WIDER FRAMING AT ADJOINING PANEL 4xH _ 4X6 4X6 4X6 5 4X8 4X6 4X10 4X6 O PLYWOOD AROUND OPENING p�t� p VE EDGE$WITH NAILS STAGGERED. ,' A ♦\ ....._...... k7 OI kp ® SIMP50N T522 FLUSH BEAM TO DROP BEAM CO11BlLTw�F'�U� MOMMR0111,IOM1 R USE A55•6'O.G.ON SIMPSON STRONG KALL 4 HARDY PANEL N.N.OJ NJ h h ALIGN WITH 9TUD(S)oR 1=OST ABOVE s Ca FOENTI�L M ALL FECrEM Y Y 4 T.TI \\ I� y Y O PROVIDE SOLID BLOCKING BETWEEN FLOOR CAN BEFCOPHt iMMJB�OR X x QAND NO f LIME OF BLOCKING W/EDGE NAIL. HBRODUCE.Mdt CM�• SEE PLAN FOR NUMBER OF DAYS ONRICRIIEB BE BOLT R10M TH41 - < 2X4 STUD UNDER E TRUSS \ t�� OF PLF•165 T HI. / -.. 2X4 STUD UNDER H TRV55 X4 O PROVIDE SOLID BLOCKING OOLM E1Q♦JERM COIIlLTM GROUP 13 LOW. GONT.TIMBERS, O LOCATE TRUSS W/E.N. OOPYRBIrt BOUNB BIB®.Ki GROW no OFFSET TRUSS W/E.N. 2am RIM JOIST 9 PROVIDE Sx SILL RATE CO�I1BlLRB PLF=110 CONTINUOUS LINE OF BLOCKING PU END NAIL I�� 212'_O" -. ® OFFSET TRU55 W/E.N. II -O" 10 UNDER SHEAR WALL ABOVE W/(I)GSI6 PLF•110 II TRUSS HANGER BY TRUSS SUPPLIER REVISIONS 2 ® 12 CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. NO DATE 6/OS TRUSS REV' ® kq 2 Ob/21/03 CLIENT REV FR,4MING SCHEDULE m - - 4X6 I 4 05/05/04 CLIENT REV q OI DE5IGNED ROOF TRUSSES a 24"O.G. PLF•100 O ` 2 2 2 14'DEEP 250 SERIES I-JOISTS a 1W O.G. 14'DEEP 250 SERIES -JOISTS•12'O.G. II \. PLF:100 14'DEEP 550 SERIES I-JOISTS a 16'O.O. 1 9A 9A 2 _ 14 DEEP 350 SERIES -JOISTS•12 O.G. HI. O 2 X 10 DECK JOISTS a o O.G. RMIIPNP•EID Qrp)15NR71 - �_ T ! ( 13 LOWL •I. i F 4P P FOOT TO DRAIN //�� \ A N11JL 2 X 10 JOISTS/RAFTER5 a 16"O.C. 1•tL ALL INFORMATIONIiROM Is bA 7 11111I No. �e 2 x b ROOF J015T5 RAFTERS•16 o.c. F R?�M I NS PL�N BASIC PLAN APPLIES T TMP' 2 X 4 RAFTERS•24 O.G. _, ..._. 9A -..® -.. -'2X4 5TUD UNDER TRUSS �.p 1 O -. 4 II M L% OPTIONAL PLANS NJ:LoJ _ 1 r FL 8M SCALE : 1/4" - I'-0" OPT. FIREPL?�GE / FR/4MIN5 NOTES ME°D I A p bw 2 O '. -,. X I.,- L 2 1. REFER TO STRUCTURAL GENERAL NOTE 5 AND DETAILS SHEETS (.N-I s SN-2)FOR MORE INFORMATION 4X I 2 REFER TO SHEET 502 FOR SHEAR WAIL SCHEDULE A -11 5. PLYWOOD SHEAR WAILS CANNOT f3E USED AS PLUMBING WALLS. 1 2 5TIlD No-I F.H..Ib'O.G 2 �- UNLESS APPROVED BY SOUV15 ENGINEERING IN VBiITING. U '� X N '� HUG410 � T '-.,M)GI4 14 '� '. 9B 4. USE 51IHPSON'NUS'HANSERS FOR GOMNECTION OF'I•JOISTS TO OTHER FRAMING MEMBERS(UXOJ. Z ._..._ S. USE DETAIL II/SO-5 FOR 5HEAR WALLS EXTENDING TO ANY �i J GEI NG BM - BNi _ � OPENINGS. O W N Q 71 2 STUD UNDER ACH T� 9E'! 6. ALL Y4000]-JOISTS SHALL BE IN COMRIANGE WITH THE PROIA51ONS W � ®, OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR (Q x Ol Lf 11 ' ASTM 05053.QUALIFIED PRI-400 MANUFAGTURE5.'I"JOIST CAN BE Q PLYWOOD 2 .p II 16 ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. AROUND 2 OFFSET SHEAR 6.TM2' 2 2 J J FLF•IIO 9A PLF•165LLi, 1 FLOOR SYSTEM HAS BEEN DESISNED TO MEET MIN.CODE 2 OFFSE SH AR 6.T,1 1NUE.N. REQUIREMENTS,FOR BETTER PERFORMANCE PUSHER 5ERIE5 JOISTS 9 -J -.. PLF•I60 ARE RECOMMENDED WHEN SPµ EXCEEDS 15'-O'. . L -�„ ALL'LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWIN5 N.N.0) LLAN / X �' TRU59 JOIST ROOF FRAMI NC PLAN � 1I b I x4 hM1CCRo AM PARALLAM w 71 PLAN I X� 4X6 4X6 -� 4 SHEAR TRU95 w/e.N. r �:a600 :0 e � PLr-160 E.1.9x10 .2.Ad0 L O y W IU 4X6 r 4X6 460 pt6A L Y 13/4" WA IG > i IV 4 WA 211/Ib' li -I -- ---- - _---. bxb 6x6 4X8 DRAG W/EX F•I O _.____ DROP BM ".._—._ DROP BM WA S IfZ' p h !I I i i WA 5 I/4' p � _� bw I WA 9G li NT �7 1 2 G.Te4 :. ? TIMBER STRAND Fb•2250 FV•400 E.Lux)• tL W-31 .. NI!x � Z� 1=p II 24 — FQQ UY_ " 9A p W w W �I , =,no 7. OFFSET SHEAR S.T,1 W/E. .`- 12 '• p F PLF•I60 LL 2 PLF:100 PROJECT NUMBER g 603301 4XI2 3 ISSUED DATE L� 2 r.s 1/2•XN'/b"LSL O/29/03 A5V. PLOT DATE P'° O5/03/04 TJ IbXB 9 TJ 16X8 I GARAGE PORTAL GARAGE PORTAL DRAWN BY., REVW"BY: 9A Q.H.N. - - 2 SHEET NO-- PARTIAL AUC,P TION IOARTIAL ALL'NPLANAPPLIESOM FLOOR FRAMIN PAN FRAM I NS PLAN �� NAL PLANS�oJ FRAM I NC PLAN OPT1OBASIC PLAN APPLIES T OPTIONAL PLANS NNDJ \-I X. OPT. BDRM. 5 5A. 5 ��-° '/4" _ �'-�" OPT. BEDROOM 4 SGALM . 1/4" - 1'-0" PLAN IX,4 : '/4" ` ''-O° vvv I I SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE V SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE -- � SPAN AND DIRECTION OF DECK MEMBER PER SGHEOULE lqj GOUVIS X FOR PANEL TYPE,PANEL LENSHT NOTED SHEAR PANEL WMBER,REFER TO SHEET SD.2 ON FRAMING,It FOUNDATIOM PLANS. ENGINEERING CONSULTING % DETAIL SHEET NUMBER GROUP I X DETAIL WMBER f I ! 4Nb -.__..... x ENSINEERING GALGLLATIONS, S BEAM ❑ O ❑ ❑ �I MOD CAMPUS ERNE LI OX KEY NOTE NUMBERNE BBR WPORT BEACH CAA 92 92850 � I 3SISSES x ' Q •� '^" BEARING,WALL .: CALIFORNIA FRAMING PALM SPRINM (M 525-50M , T KEY NOTES a 1 1 SAEEO J.SEKAµ PE / \ 1 /..., r U �. �ji O CONTINUE SHEAR PANEL THROUGH WALL -'6.TSB O 57RAP(5)OR HOEDOWN ABOVE RESTRICTIVE NOTICE 1HE8E DESIGNS,DRAWIIM AND O PLYWOOD AROUND OPENING IPECfiCAT10N!ARE TIE EXX{NNE . .. ,: PROPBIIY OF IXMNIB BIDE✓®iA r ® SIMPSON T522 FLUSH BEAM TO DROP BEAM OwaLLTHS 40 tfO1MWfON BIgW1/N 5 ALIGN WITH STUD(S)OR POST ABOVE� AND NO pR OF THESE DMN7ge ❑ IAL TO�FOOPIENTS Ar. _.... O PROVIDE SOLID BLOCKING BETWlEEN FLOOR CAN BE COP®.TRANIIHT MOR O LINE OF BLOCKING W/EDGE NAIL. fEPRODl10ED.NOR CAN ANY STFIUCYUPIES SE BUILT FROM THEM 6 SEE PLAN FOR NUMBER OF BAYS YIRHOU7 WNRH/CONBBR OF Ol PROVIDE SOLID BLOGKINS ow`'III ENGINEERING CONBULTMO GROUP .' -��•. ® LOG---..� ATE TRU55 W/E.N. ccryvow OOUVTNG N fNNq MS PROVIDE 3x SILL PLATE ROHfB OUP 200 REIBIV® IO GONTIWOUS LINE OF BLOCKING W/END NAIL UNDER SHEAR WALL ABOVE W\ •�.:' .; O TRU99 HANGER BY TW15f SUPPL 516 IER REVISIONS 12 CONTINUOUS TIMBER5TRAND OR SPLICE PER PLAN. NO. DATE DESG 1 ' �. C'I I 07/16/03 TWSS REV' �� FRAMING SCHEDULE 2 Ob/21/05 CLIENT REv �• I 4 09/05/04 CLIENT REV [" OI DESIGNED ROOF TRUSSES•24"O.G. 14"DEEP 250 5ERIE5 I-J015T5 0 16'O.G. z `-_ -.--- .T'NJ 14 DEEP 250 SERIES I-JO15T5 O I2 O.G. ® s I I. I I � I � ... 0 14•Deep sso SERIES 1-Jo1s7g•16•O.C. I © O 14•DEEP 550 5ERIE5 I-JOISTS•12"O.G. _---__ 2 X 10 DECK JOISTS•16'O.G. MIN l V2'4DEEP FOOT TO DRAIN i Ili ---_ 7 2 X 10 JOISTS/NAFTER5•16'O.L. I� Exp. 2%b ROOF JOIST5iRAFTERS.Ib'O.G. bxb ' b _.. O 2 X 4 RAFTERS•24'O.C. I — FRAMING NOTES 1 ..• ® .I _' I. REFER TO STRUCTURAL SENERAL NOTES AND DETAILS SHEETS :, � (SN-I 4 SN4)FOR MORE INFORMATION 2. REFER 70 SHEET 902 FOR SHEAR WALL SGMEDULE. I 5. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLUMBING,WALLS. ELLN-- - - i. UNLESS APPROVED BY SOUVIS ENSIN°ERINS IN WRITING,. 9 Q 4V 4. USE 51MP50N'IUS'HANGERS FOR CONNECTION OF'I'JOISTS TO Z Z OTHER FRAMING MEMBERS(U N.0). ID ALL INFORMATION lo-Tmlu�l 5. USE DETAIL II/5D-5 FOR SHEAR WALLS EXTENDING TO ANY BA91C RAN APRILSOluto I I IN WITH b. ALL WOOD-.105T5 SHALL BE GOMPL ANGE TI£PROVISIONS PARTIAL ROOF FRAMING PLAN�- re�evATI _ }�� SCALE I/4" = I'-0" ❑ -__.._._. ......-. ... _�'? OF MA 055.QUALIFIED LIFIED R I-400 RATED MANUFACTURES sr11ND15 OR ;a PLANt I XB AW F THE FOLLOWING UNLESS HO EDOTHEERRWIISE. JOIST GAN BE S1 1 li FLOOR SYSTEM HAS BEER DESIGNED TO MEET MIN.CODE ., REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER 5ERIE5 J015T5 ARE RECOMMENDED WHEN SPAN EXCEEDS 15'-0'. .� li ALL'LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWING N.NOJ N TRUSS JOIST 1L MAC,MILLAN _.. MICROLAM PARALLAM IL O f Fb:60 Pb:2d= o z E•LRx10P E•2�10 0 in 15/4" WA WA 2IIA6• 40 O O n' WA 31/2' J WA S I/4' o jRISEN W I WA , IL F E-1 TIMBER STRAND Fb.2230 Fv 400 E•IJxIOA �X �-z W�Z- w Z 4� ==nI°n Ca I PROJECT NUMBER 605501 ISSUED DATE: 01/24/05 PLOT DATE 05/05/04 DRAWN BY: REVISION BY: ALL INFORMATION FROM Q.H.N. BASIC RAN TOPARTIAL FLOOR FRAMINC PLAN ALTERNAE P"A'TION NN.0) SHEET NO: PLAN I XB SCALE : 1/4" - 1'-0" S-IX.3 SYMBOLS LE6r=Nt7) 0 POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER.PER sCHeome ---- -----------------------—--------------- SPAN AN.DIRECTION Or FLOOR MEMBER PER SCHEDULE 0 SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE SHEAR PANEL NIUMEER,REFER TO SHEET 502 COUNTS FOR PANEL TYPE,PANEL LENGHT NOTED ON FRAMING 4 FOUNDATIOM PLANS. ENGINEERING -- - - - - - - - - - - - --- - - - - - - - DETAIL—R CONSULTING DETAIL SHEET NA-4BER - - - - - - - - --- - --- GROUP BEAM NUMBER,REFER TO 0OUvI5 ENGINEERING CALCULATIONS KEY NOTE NUMBER 4400 CAMPUS DRIVE ' NEWO RT�920 BEARING WALLCP NEWPORT 9CH- (9")752 IM .................. CALIFORNIA FRAMING FAX, P (k9)752-6321 ALM SPRINM (W 323-M 0 V: KEY NOTES &AEED A GEKW RE '73ATIH. [3, D I (D CONTINUE SHEAR PANEL THROUGH WALL STRAP(5)OR""'. ABOVE RESTRICTIVE NOTICE IN O PLYWOOD AROUND OPENING THEGE=DMWNft AND Pft0=P0ffy OF ARE THE EXOLUSW SIMPSON T522 FLUSH BEAM To DROP BEAM HO ALL pfnWW�ON&JOWN is ALIGN WITH STUD(S)OR POST ABOVE 4 OONFOENTAL TO ALL PROVIDE SOLID BLOCKING BETWEEN FLOOR AND NO OF 7HESE DPAWWM WPART LINE Or BLOCKING W EDGE NAIL. CAN SEE PLAN FOR NUMBER OF BA1`5 PROVIDE SOLID BLOCKING LOCATE mras w E.N. Q-10UP oopwAmff emm ema3m PROVIDE 5X SILL PLATE C==m OR"I(Im WDERVED QD��LIHM OF BLOCKING VV END NAIL WALL ABOVE W(1)C916 II TRUSS HANGER By TMJ55 SUPPLIER REVISIONS Q])CONTINUOUS TIMBIERSTRAito OR SPLICE PER PLAN. NO. DATE DEBC, 07/16/05 TRUSS REV, r-RAMINQ5 SCHEDULE 2 06/21/05 C,1-11!W Rev O05/05/04 CLIENT REV DESIGNED ROOF TRUSSESo 24'O.G.O 14'DEEP 250 SERIES 1­015T5•It,-O.G. 14-DEEP 250 SERIES I-JOISTS•12-O.G. 14'DEEP 550 SERIES I-JOISTSo Ib*04. d J, 14'DEEP 550 SERIES I-JOISTS 0 12'04. 2 M ISTS a 16,O.G.. X 10 DECK JO q7,,Y.4;W FOOT TO DRAIN J. 2 X 10 JOISTS/RAFTERS o I&"O.G. 2 X 6 W40F JOISTS/RAFTERS 0 16,O.C. NO. EXpk 2 X 4 RAFTERS•0 24'O.C. 'RA C-7 MIN NOTE-5 A: At I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS (sN-i 4 9N-2)FOR MORE INFORMATION 2. REFER TO SHEET W2 FOR SHEAR HALL SCHEDULE. NFORMATION PRCH 15"IC MAN APPLIES To S. PLYWOOD SHEAR WALLS CANNOT BE USED As PLUMBING WALL5. L"LE95 APPROVED By&OUVIS ENGINEERING IN WRITING. PARTIAL ROOF FRAMING PLAN ALTERNATE ELEVATION(UAOj V< 4. USE SIMPSON'IUS*HANGERS FOR CONNECTION OF-I-JOISTS To PLAN IXC, SCALE 114" V-0" OTHER FRAMINO,MEMBERS(U.Ko). zmf 5. USE DETAIL -5 FOR SHEAR EXTENDINS To Amy OPENINGS. 6� ALL P4000 I 11/50-JO15TS SHALL BE IN K C ALLSOMPLNC IA E pCTH THE PROVISIONS lu 0 0 OF APA P`U_4OO(PERFORMANCE RATED I-JOIST STANDARD)OR 81 UA5TM 05055.QUALIFIED PRI-400kANUFACTURES.-I-JOIST CAN BE ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. I> _j of FLOOR SY5TEM HAS BEEN DVq4&NSp To MEET MIN CODE HUC— REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER 5ERIr5,jOI5T5 ARE RECOMMENDED MEN SPAN EXCEEDS 4XIO ALL"LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWING(U.N.0) DROP am DwApp lim TRUSS JOIST HAC MLLAN MWAOLAM PARALLAM QO 4XIO Pb-2600 Pb.2qOO 4XI tD 'U FY 2adip­ 0 WIAXIO, .2O XIO 0 15/4" WAIL LU WA 2 IlAb" 2 PLr 100 WA 5 1/2' IL 0 WA 5 1/4" J WA 1. J r TII STRANP ft-2250 E,�11X�O* L < 2 Z uj15 2 PL -100 < 1 z�' 0-fil m< PROJECT NUMBER 6055-1 ISSUED DATE. PLOT DAX- 05/05/04 AU INFORMATION DRAWN BY: REVISION BY, PARTIAL FLOOR FRAMING PLAN B"Ic.PI-A O.H.N. ALTERNATE PLAN IXC SCALE 1/4" = 1'-0" SHEET NO: S-IX.4 SYMBOLS LEGEND p/// FOOTING "%/// DROP IN SLAB VERIFY PRIOR TO CONSTRUCTION) —•—�--•—REBAR sp 0 -- GOUVIS ® SHEET N1PBER ENGINEERING DETAIL SHEET DETAIL CONSULTING I I GROUP PAP SCHEDULE 4400 CAMPUS DFINE NEWPORT l ) rA—) 2'-0'9O.X 12'DEEP PAD W(�44 EJ"l BEACH I 16 TJ52x9 IB TJ52x9 42)75IM 16 2 433521 2'-6'SO.X I2'DEEP PAD W 0)"4 EA FAX FAX, (9f BCH: (90 752 PALM SPRNft M 3234= _AL.__ __ _ 2-0 50.x Ia DEEP PAD W 15)M EJ•L BASED J.BEKAµ PE -- I r------------------ ------- ----^--_- _ 4 2'-a•90.x IS'DEEP PAD w(a)wel'l THS E OEtI M CROONS,Ara I _ _ _ _. I 5'-0'5O.X IS"DEEP PAD W(4)A4 E.K RESTRICTIVE NOTICE ! I I ADD(I 5TOP t(I)M5 BOTTOM I ADD I N5 TOP t 1 t5 BOTTOM gPgCii(A110r1t AM THE aWL1111Y7< I I Ls 4'-0"PA5T HOEDOWN E/W. a- L.4'-0'PAST HOLDOM EM. I 5'-6.SM X ID'DEEP PAD W(!1)04 I!.K PAOFVITY OONKYTINQ ON". AND ALL N 0FINARON SHOWN■ I n I 5'-0'9O.x ID'DEEP PAD W A)+5 EA. 001lOMVL TO ALLAND NO raveRg rl- L-J ` _ -1 I cAN OOrt$TR NYFBM OR S'-6'50.X ID'DAP PAD W(6)IIS EYI. CM ANY grRI)MM E yT FROM TNBA as HO ew�g"Rm.��niaFOUND)4TION NOTES °'""F ADD 005 TOP t(2)05 BOTTOM - .''I cavrrta+rt OOrMg BAaI�a ADD(l)4S TOP t(UR5 BOTTOM I. REFER TO SECTION aD OF 5N-I SHEET FOR ALL FOUNDATION NOTES. OONKLTNO 0110rr b°6°PAST HOEDOWN EAV.: ALL g NIIIISIM REFER TO DETAIL I5/5D 5D-I,16 -I,n/5D-I AND ID/5D-1 FOR 2. I Ib INSTALLATION OF HOLDOWLS. s. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. REVISIONS r—� IB II Na DATE [WWI SHEAR ; - rl I i� � NS T I OTnb/05 TRUSS REV' M ----= �_ /n, I 2 Ob/21/05 CLIENT REV 5/D'm x 12'•4D'O.G. 5 10/OS/09 FRMF'WAL -__ ------- _i` ©------ 4 05/05/04 CLIENT----47 REV_____---f____ _______________ r.._______- T -, 12 mxI • I ! I 1 B © 5/D'm x 12••12.OZ. ® 5/6'0 x 12'•6.OZ. ® W 5X xn11'0 1cmMxt� ALL INFORMATION PROM I g .i- -I I .rosmx6x 112'•Ib'O.C. BAwIG PLAN AFP Jes TO20'-5" O TO10ART1AL FOUNMA71ON PLAN I I I ,�. OPT. I7EN WALE r 1/4" : I'-O' I I i -� i bOypd ✓3Xb s2 •12 oc. � J _ '', I 2 a,_o. II 0 1 i I I I � '� ✓ I v _ J r —J r ------ 5 —._ II I I Ia-0• 1 --- ---- I - 48lu I sB j O PI r-1, SA I ' I n � I i 1O'-4" lu I v r5A J I � I I �a I dtx 0 //��figNJlu lu ---- DI DI Z'z W UZZ TJ22XD 9 TJ22XB Q T IYDJ QQ OARAISE PORTAL GARAGE PORTAL PROJEM NUMBER ALL UVFORMATION Fit01.1 60339 PARTIAL FOUNDATION PL?�N BASIC PLAN APPL1Es TO BsuED DAMALTERNATE'F1.evA7rON NJa.oJ OI/29/03 OPT. MED I A4 �`AL° ' 14" ' ''-O" FOUNDATION PLAN PLOT DAM, 05/05/04 PLAN 2A SCALE : I/4" � I'-O" DRAWN BY: REVISION BY: K.N. SHEET NO_ S-2.1 SYMBOLS LEGEND POOTIN6 "%//// DROP IN SLAB(VERIFY PRIOR TO CONSTRICTION) ® PAD-R GOUYLS SHEET NIMBER T ENGINEERING DETAIL SH DETAIL E R CONSULTING GROUP PAD SCHEDULE 4400 CAMPUS DRIVE NEWPORT BEACH 1 2'-0'90.X 12'DEEP PAD W/(2)e4 E.K CA 926W NEWPORT BCH; (90)752-1162 2 2'-6•50.X 12"DEEP PAD W/(B)04 EYL FAX (949)752-M PALM SPRINIX M 325MM 2'-0'90.X ID'DEEP PAD VN/(S)04 PYl BAEED J.BEKAK PE 4 2'-6'90.X IS-DEEP PAD W/(4)e4 ENV. S'-0'50.X ID'DEEP PAD W/(4)e4 EYL RESTRICTIVE NOTICE TElE DEMAA ORAIMT XC ND lECF1CITN]Ile IRE TfE E)OCl{ANE W-b"50.X 16•DEEP PAD YI/(5)e4 EYL PRCPBRY OF GOLVO ENOPEBM CONB{LTVA~.ND ALL NfY F5AAIT 1•OMI H 5'-0"50.X 16•DEEP PAD YV(6)e6 EYL CONFUNTAL TO ILL FVKWEN! MD NO PMf OF TEE OMW WM CNI E COPER TPMIBFBm OR S'-b"50.X 16"DEEP PAD YV/(b)g EY'L FIEMODLICO NOR CAN ANY ST E K&T FROM THBA VATHOUf WWTEN CONOB(f OF FOUND)gTION NOTES GGN�BDH aGNG1LTTNG COPYRO W GOIAB ENGROP D I. REFER TO SECTION DA OF SN-I SHEET FOR ALL FOUNDATION NOTES. OONOLLTHG GROIP 200R ILL ROIIf81E8B1V® 2. REFER TO DETAIL I5/'5D-1,Ib/SD-I,I1/50-1 AND ID/SD-I FOR INSTALLATION OF HOLDOYNS. S. REFER TO TABLE BELOW FOR ANCHOR BOLT 51ZE5 AND SPACING. REVISIONS L N0. ATE DESQ��- ---- ----- r r __ 2 Ob/21/O'S CLIENT REV Ll _ 1 --__------,_- -�- --- -- _ r ------ ) —L ----- --------- ® S 0/05/03 FRMB WALK _----- ----------------- I ------ — S/e'O x 12"0 40"OG. 1 r------- L--J '� I I� ————— L--J © 4 05/03/04 CLIENT REV , I'' ------ ,(L1 i I s/a•o x 12"•52"OZ. 5 L-------J I `1 40 I 5 .�.\,� ��\\ I I 4 4B I © S/Z,'m x 12•0 12.O.G. I I � ® s/e•o x 12•.a•OZ. �cr o sfs2•.16• o. 0/' m e cob"O . I 11 I /a•o x 12'•16^OZ. ski"rV DX6 NII No. L I I I /eY0#III 2 OZ. EXP.I I I I I I 1 I s oe.•✓s Sul l $A 1 I BA ye /6'e x 12'•6'O.O. CI SXb sill SDI P5 — 0 r r `i I I I L---------- -------------------- -----J L—————————— ———————————————————— O ow�i (V aYj 4A 4A 4A 4A 1 SD DI TJ22Xa 9 TJ22Xa7 TJ22XPL 9 TJ22Xa7 W GARAGE PORTAL GARAGE PORTAL SARASE PORTAL SARASE PORTAL I ALL INFORMATION PROM ALL INFORMATION FROM PARTIAL FOUNPAT I ON PLAN BASIC PLAN APPLIES N PARTIAL FOUNPATI ON PLAN BASIC k APPLIES To ALTERNATE ELEVATION .N.oJ ALTERNATE^TE ELEVATION N.NAJ SCALE 1/4" = 1'-0" SCALE : I/4" s V-0" PLAN �C PLAN �B z u J �, O� J � „L 3 W �z W Uj UZ— d� x L'A PROJECT NUMBER 60539 ISSUED DATE 01/261/05 PLOT DATE OS/03/04 DRAWN BY: I REVISION BY: K.N. SHEET N0: S-2.1A i .I 1 D G/ TRLV TION NOTES I. k9AFT1ION DIMENSION5 ARE EXTRACTED FROM ARCHITECTURAL DRAWINSS.SOUVIS SYMBOLS LEGEND ENBINEENG CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THEW RI DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND WITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZES OP All ANCHOR BOLTS,HOLCh ,EMBEDDED STRAPS AND FRAMINS ----- MATERIALS.CONTRACTOR SHALL VERIFY CONPIGURATON AND LOCATION OF ALL AIlGHITEGTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, p/// PATIOS,PORCHES,AND STOOPS. _y/// DROP IN SLAB VERIFY PRIOR TO CONSTRUCTION j 2.CONTRACTOR SHALL VERIFY TENDON LENGTH'S AND STRESSING TAIL LENGTHS PRIOR TO ��� FABRICATIOS GABLES.COLOR CODING OF GABLES 19 ONLY TO A5515T TENDON PLACEMENT, -•-•-•- REBAR AND MAY BE REVISED AT THE CONTRACTORS OFTIOK ANY 015GREPANCIE9 IN BUT NOT LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONG GOT T ATION DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OP FROM GOUV19 EN&INEERIN&PRR TO "�� FABRICATION. 3 SPACES AT 4'-0' 2 SPACES AT g'-8" b SPACES AT S'-b'3 PPD WMBER 3.S.RESSIN&END AND DEAD END O'TENDONS MAY BE REVERSED FROM THAT SHOWN ON ENGINEERING THE PLANS AT CONTRACTOR'S OPTION.FOR ANCHORAGE O•EIS AND SEVERAL TENDON SUPPORT LAYOUT,SEE DETAIL(4i C PT-U,('3/Pf-U.NC ®% DETAIL-SHEET RSHEET NUMBER CONSULTING 4.THE FLOOR SLAB AND POUATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN _._. _.____._-._____ _._. ____ - .4 DETAIL 5HOm afHERSE. 1 GROUP ND INI S.DIMENSIONS ARE NOT FURNISHED TO 54MPSM HOLOO140.IT IS THE RESPON5115ILITY OF ULE THE CONTRAGTOR's SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE P)4D SGHED CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION,REFER TO DETAILS ,6 •B• FOR PROPER INSTALLATION. WHT-GRI.1 © ...-..__.____ORALPNK-- MOO CAMPUS DRIVE 6.PROVIDE s3 x 24'DOWEL•24"O.G.AND 12'FROM CORNERS AT ALL CONCRETE © Y-0'SO.X 16"THICK PAD W/(2)•4 EYL SOTT. CAf 92860 BEACH STOOPS PORCHES,PATIOS AND OTHER ArrA 44M NT5 WHEN CAST INDEPENDENT OF PO5T-TENSION SLAB UNLESS NOTED OTHERWISE. 7::� 1 T.ADMIXTURES IN CONCRETE MIX CONTANING CALCIUM CHLORIDES SHALL NOT BE USED. Ib T�2%q ^y/ TJB2x Ib 2'-6'SQ.%ID'THICK PAD W/(B)s4 E1K BOTT. NEWPPALM SPT BOML' (M)752-I323M12 b.REQUIREMENT5 FOR PRE-SATURATION OF SU5CRADE 501L5 AND DAYLIGHT SETBACK OF ly FAX (>Mb)762�921 l�yy PALM sPFallos (reo)szs•sBuo EXTERIOR POOTINB5 FROM ANY DESCENDING SLOPE SHALL COMPLY WITH SOIL REPORT 3'-0'9Q.X ID'THICK PAD YY(4)•7 EYl BOTT. REGOMM ENDATIONS. 1 SAEED J 6EKAM,PE 9.ROOF/FLOOR FRAMING,AND/OR HEAVY C.ON5TRUCTION LOAD9 ARE STRICTLY _-_-�._ 5-6 50.X lb"THICK PAD W/(4)•S ESN.BOTT. PROHIBITED TO Be IMPOSED ON 5LA155 PRIOR TO 9TRe591N6.BEGIN WALL FRAMING 3 _. ...�� ______, {...... ....:......... - - 1• --• DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIK 2000 PSI STRENSHT. I - - - 1 1.% y',: --+----r-- -'.-) -- ----_ _ -1 I-' �.;-* I' .._. 1 4'-0.50.x 0 TTIIGIC PAD W/(S)•3 EYL Barr. RESTRICTIVE NOTICE 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE __ _ _ : I 1 I�• PLACEMENT AND 9TReS91N6 OF P057 TENSION TENDONS. _ - TON• _ - II.FINISH&R/:••DE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRIIGTED "'- SUC.HI THAT RAIN AND IRRIGATION WATER IS DRAINED AWAY PROM THE SLAB. 1 k I I I I I TOP I", IOPERTHERE oE•.N4 N�Ro SU ALL SITE AND PAD PREPARATION,SUCH A5 BUT LIMITED TO OM THE&-^5- TION OF I :I I PANEL.E.W. '. •. '� P4'-6'9Q.x ID'THICK PAD W/A)sS eY1 BOTT. NPBCONIKLOM NE TIE EmlIIIVE I L.a'-0'PLtST1: {g1t THEFILL,TE AND TURATIRE AND CONCRETE SLAG BASE PREPARATION,SHALL A - Lsa'-O'P I• PROP.RY OF OOINK BIf.®a.PERFORhED IN AGCORDANGE WITH THE 501L5A15 SA P RECOMMENDATIONS AND II, �i P. Ib• •_.F••••••..... ..••••••.....:•••..........(•I•..I.......{.•............y........... ..I...I:.•.•....••••. ..•••••..... ••yy..i l•• S-0 SQ.X ID THICK PAD W/(3)19 EA BOTT. IM TO ALL FAEIPENTR GPI". NaA INCLUDED IN Tiff SOILS REPORT. i (2)•4 TO �'... : I I I 1 CONFOI THERE DRAYRNi• ! 13.A MINIMUM OF THREE(5)CYLINDERWI5LAB SMALL BE TAKEN TO DETERMINE CONCRETE TYP. I I I a 3'-6'SQ.X ID'THICK PAD W/(6)9 EA Barr. CaF�Tn/RN•r+ r I I 1 I A - ST"�Em°°M BE a&T FROM Tiles eviviB �:L ...:....... .............;............. 1...L....... ............. .... 1 (. g P05T TENSION NOTESNNHr,RO/O I.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON Q .I ; I :1 ' 1 ... ... I Ift Epp STRENGTH. . TENDON AND ANCHORAGE INSTALLATION NOTE! ••••• I -) I THE STRAND PLAN.(NOTE:BULKHEAD DOES HOT HAVE TO 15 BRACED LATERALLY,THERE IS 1 NO TENSION ON THE TENDONS UNTIL AFTER THE CONCReTE 19 POURED). MILL 2.MARK LOCATION OF INDIVIDUAL ANGHORA6E9 ON EACH SIDE OF BUNDLE CENTERLINE I 3x1q' •I g Ib 1 :1 I I I -....'- - .: I - I. PARAMETERS.SEE POST TENSION DMIIGN PLANS FOR SPECIAL mR%BNE) PER DETAIL(4/PT-1)AND DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED I ---- - 1 CONCRETE OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN I FUR-PNK-FUR L--- ---- ----J L-- -----=y --- J L---- --) ' CONSTRUCTION NOTES.TENDON AND ANCHORAGE INSTALLATION PLACE. 16 ---- 1I - - ---- ---- -- 212'-O" - PREPARATOI NpTE9ATENDON GEMENT NOTES, PROCEDURE NOTES, REVISIONS S.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER I -- - ,,,,,,,,, .. DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL GOLOR�.ODED(AILS OF 5TRANID I - r---- ............., ..f--. .......... 1 ..... _ .... i�.-J.: Q 2 STRESSING HOLES SEALING NOTES. OTHERS TENDON STRESSING ... ..' ADD: NO. DATE om AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE IS ONE.AT LEAST IS' I I I I I . VERIFGYN WITH ARCHITECTURAL AND STRUCTURAL IF BY ) I I I I: _ iMewslO+s SHorN ON m/l6/os TRUSS REV' OF STRAND MUST PASS THE BULKHEAD AT EAGN 9TRE!5SIN6 BNB. I . 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL A HORS WITH 2 NAILS !,- .-. I TI III (241-1 TOP POST-TENSIONED FOUNDATION PLANS AND RHEER TO TI6NT TO THE BULKHEAD.16d's RIND SHANK RECOMMENDED. I PANEL"E I �... -_ - .. I Q ION NOT SHOWN oN POST-TENSIONED FOR 5. ALK TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 1/2"FROM BULKHEAD SUPPORT 50 I ALL HREMAINING DIME ITECTURAL(AND THAT THE CENTERLINE OF THE ANCHORAGES 19 APPROXIMATELY S I/2'BELOW 70P OF J ''' "' - --...... �. FOUNDATION PLANS. �TRIGTURAL IF BY OTHERS)DRDR ONEED SLA9. --_ 1 ... . .. 1 L - •. T B. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) -LIENT REV a b.AT STRESSING,ENDS,REMOVE WRAPPING TO APPROXIMATELY 6"INSIDE TIE BULKHEAD. .�.......t. --. � - I f'.' - NS FOR HOEDOWN GALLOVT INFORMATION AND DO NOT REMOVE GREASE.SLIDE END OF STRAND TNROLIBH THE HOLE IN THE ANCHOR AND _ THROUSH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED __-.---_______.___._ •ITS SHEAR WALL LOCATIONS. . 1 AND SPADING. T.STRA6HTEN TENDONS,CARVING THEM SMOOTHLY AROUND HOLES OR OBSTRUOTION5. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. 5, -1, /Pr-N AND Ib/PT I FOR • I I I REFER 70 TABLE BELOW FOR b.GHEGK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN 1 _ •• INSTALLATION OF HOLONVII WRAPPING 12"OR LONGER SHALL BE REPAIRED. -"-I"""-"""'"'..,.,,,,,,,.,....,.,,,,•I,y.•...........I........•.•••{.... ... ......� .._;.. 'I q 4 9,TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE 1 - - -- DETAILS IS/PT-I I UNBOWED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS L--- ----Y 1J' ,_L L 4 , ------ - ALL INFORMATION FROM "Iig•I ',, -- - 1 REFER O ANGHiORSPACI� 7 DURING GOIX RETE PLAGeMENT. BASIC PLAN APR-IE5 TO I r--- ----- ---, r--- , �.. v t --, r - --1 a TYPE TFunnu STRESSING PR_PARATION NOTES ALTERNATE ELEVATION N.N.0) T'-,•11 - I , I I: - I I.REMOVE POCKET FORMER. PARTIAL P T FOUNDATION PLAN I I I 12 , 2.GHEGK INSIDE EACH POCKET HOLE,MAKING,.TIRE,THAT EXPOSED PORTION OF SGALC : I/4" = 1'-0" -"":'I.....•.....:.......•.....:.. ...{ (...'•:• ••..-..1 ® S/8'o X 12'•46'O,C. OPT. DEN (GATEC ORY I I III) -.-.. . . .. ,...1;..........................................: ANCHORAGE 19 CLEAR.IF A FILM OF DEMENT PASTE HAS INTRUDED,REMOVE IT WITH A I - ,,,• •••• J •• •�•••�-- - II I I' I' SCRAPER OR SCREWDRIVER. TI `-"-----^--- 1 I 1 _ ._�. „Ij 3.INSERT A PAIR OF SRIPPER5 BY HAND INTO EACH ANCHORAGE. _ I I I I I 4.RUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT I ^I I: I I I - I I•, O _-1.:__-... 26'-O" 5/b'e x 12"S 52"O.G. Ems• �01.. © g/b'6 x 12'a 12'OG. DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS �-M�w:I% 1 I I RULE ARE RECOMMENDED. ) ........••.I'^�' I I 1 1 I CI 1 AAD. :1' �... T: © s/box 12 •e'oa. TFunC]N aTeFS5NG PR_ EDL F NOTE! I' I ;' l.. .._ I /D'e x 12'•16"O.G. XPERIENGFD IN TH15 TYPE OF WORK;HE/5NE MUST EXERCISE CLOSE CHECK AND RIGID I L J a` JA w/3X NII N cwltcwC rJ 1.THE STRESSING OPERATION".5T BE UNDER THE IMMEDIATE CONTROL OF A PERSON :. E 1 CONTROL OF ALL OPERATIONS. I WV C11N4 TOP I - J, I---''-.-- ,J:..:.L. ._. 5/6"0e 2.THE 5TRE551NG OPERATION SHALL NOT GONMEMGE UNTIL CONCRETE TEST CYLINDERS, I I.. .-..-- --- g CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THEII��rTJJT 1 LL1 16 O.C. CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE 5TRUGTUtAL L 1 - - -- - Xb•III Q ---�- --- -- I--' e x 12'• DRAJWNEf OR 2000 P!I(MIN). ....... . .........ID' .1 3.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF BSI,OR OTHER EQUAL N----- -- ... 51b. HYDRAULIC JK.KS,EQUIPPED WITH ACGUFRATE READING,CALIBRATED HYDRAULID x 12'•12'O.G. V PRESSURED GAUGES.A CALIBRATION CHART SHALL ALGOMIPANY EACH JACK. 1 I 1 1 14-0'. - :1 I 1: I HN/Sx6 fill 4.THE POST-TENSIONING OPERATION WILL BE SO CONDIUCTED THAT ACCURATE ELONGATION ILi II 18 O.COP THE PRESTRESSING STEEL CAN Be RECORDED AND COMPARED WITH COMPUTATIONS 1 `- - I I I I: gXb HIISUBMITTED AND APPROVED BY THE STRUCTURAL ENSRNMR. .. •.... ...... ........ T ........ .......g.INDEPENDENT INSPECTOR TO RECORD ALL 44CKINI6 PORCE9 AHD ELOMIFATIONS AND •• •"•• .•.:.I„I.......:.............�.............:... •..I•.I: �b•e x12'•I�" O to J W SUBMIT REPORTS TO GO1V15 ENGINEERIN5 FOR STRUCTURAL ENCINEER5 APPROVAL ONLY IF I I W STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 50%OF THE IR ' I :I I : : I I: ^THICK SLAB ___--- • TABLE"A" J J of 1: ULTIMATE FORGE OF THE TENDON. (41b x AO 55.0 klpe). I TI Ib'-0' I I POST TENSION i I. _ T.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED 10%OF THE ULTIMATE I I I I I: ......... ........ •.............:.. :c..,i.:.. ••I f ATE60RYs• EXTERIOR INTERIOR MILDAOD STEEL N FORGE or THE TENDON. ............I...�........:.............: ......}..� (413 x.TO=2D.9 klp•). PI ir 1 XTERIORb.THE STRESSING OPERATIONS PROCEED AS FOLLOWS, ...... NI-REMOVE GROMMETS AT THE STRESSING ENDS,GHEGK INSIDE EACH GROMMET HOLE TO _. - _.... .... -._. GKNE55 50G FOOTING 00TEMBEDMENT OVERALL E.� . ------ L---:J l-- --J L. : -:1--- ---J 'g'BELOW 7 "J" FOOTING AND Z MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE I L-� � - ---------- ADJACENT INTERIOR FROM ANCHORAGE WITH A SCREWDRIVER. ------ - _ -------- INSERT WEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. ,.. r---� r- OOTINkS/RIB -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM 1 I I I i I : .. ,.•..... 1Iy,1 GOMdPAG7ED Q J: p4 i............:.r..�........ ................. .................I..., ... ..... ... 1 iv UI GRADE 1 Iq L. THE EDGE O'THE SLAB. Ip�] ............. ••r• - STRESS THE STRAND .T 55 klps. _ I 2 y I CATEGORY 1 12" 12"a INTERIOR SEAT THE WEDGES IN THE AW44ORA&E USING,THE HYDRAULIC SEATING DEVICE BUILT INTO 1 ��jj ITl ` THE RAM. L+. LI I 1 ( I I I: K: I B x} SHEAR WALLS Q r -- ONLY s Pa �: Z� r r PTI 1 1 I 1L' 1 m CATEGORY II 10, ONL 18 .N. �D 2-M4 Q Q J MEASURE FINAL LIES BE NEEN EG AD ELO'ISJ�KT1ELONSIIATION-PUM-MACEP UNIT SHALL BE L J '�, ,oNo 1. ILA........:.............:..............;.......LULLS-... .1..;....... .;............1 x BOTTOM x �`•j+IL 3 REMOVE THE RAM. 9.IF INGONSI9TENGIES BETWEEN THE GALGULATED ELONGATION,THE MEASURED ELONGATION, --,,,,,., AND THE JACK MACE READ RECALIBRATE.AN AGREEMENT O'WITHIN T%UNDER TO T%OVER SHALL BE SATISFACTORY. LL-- B 1 1 1 I 1: a GONT. O 10.TENDONS 5TR55WO FROM ONE END ONLY SMALL BE 50 INDICATED ON THE RAGING 1 ADD. . ORAWIN&S.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I ADD' I I I,; I CATEGORY III 24" 24" ADD 2M X ON RAN NEED TO BE STRESSED FROM BOTH ENDS 51MIR.TANEWSLY IF IT CAN BE SHOWN (2)-M4:TIpP PANF TOP I RRJ L-4'-Q"PAT L.4'- •E.W T 1 I 1 I x THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF Q I PANEL:q.W.I : - J : ~ 10'-4':-- I ' THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE 4 ---J L--T---- J ��� tm ,,,,, ,J coNr Q d OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE •• - PLAGING DRAWINff.TENDONS EXCEEDING 100 FEET IN LEN&TH5 MAY NEED TWO-WAY L ................................: ....'... ... ...j. .. TION Nu ww{ STRE99ING.1 _.._ ..-.. � r IC II.PARTIAL(OR EARLY STRESSINU6)OF TENDONS,WEN REQUIRED AND NOTED ON RAN, --- - CATEGORY I o LOW EXPANSION W/O DYNAMIC/LIQUEFAG SHALL CONSIST O'INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF 6000 SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) LS AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL Lu Z STRESSING. 4 4 CATEGORY I I :a MEDIUM EXPANSION WVO DYNAMIC/LIGA EFAC, y U�Q Q 12.ELONGATIONS SHOWN ARE BASED ON.l0/pw.MEASURED ELONGATION T%UNDER TO T% SETTLEMENT,SEE SOILS REPORT FOR LOT GATEGORY) to<~z lL 4111 X OVER I5 AC.GEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLER AWE,CONTACT COUVIS 7TJ22X6 9 TJ22X8 Q _ ENGINEERINS. GARAGE PORTAL GARAGE PORTAL CATEGORY III :•LOW N MEDIUM EXPANSION W/ 15.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ /s Q Q OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR a IL- m J BEHIND JAGK5 WHILE STRE551N6 TENDONS. SATURATED ALLUVIUM GLEANUOUTS, PROJECT NUMBER: $TRESSINI6 HOLES SEALING NOTES I.THE REUSABLE PLASTIC.GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE SEE SOILS REPORT FOR LOT CATEGORY 6055q FILLED AND SEALED WATER TIGHT. ISSUED DATE; 2.U51NG A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2"TO 5/4"BACK IN HOLE.BE CAREFUL NOT TO DIRECT FLAME ON&RIPPERS.USE A LARGE HOT PLANE AND COMPLETE OI/2q/O THE OUT AS QUICKLY AS POSSIBLE. ALL INFORMATION FROM 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK BASIC,PLAN APPLIES TO BLOCKOUTS WITHIN 10 DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR TH15 ALTERNATE ELEVATION NNO) r PLOT DATE PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 PARTIAL P T POUNDAT I ON PLAN AGG'EPTABLE). OPT. MEND 1 A (GATEI ORY 11 1 111) 5G°L° ' '/4.: ' '-O O AWN BY' 4 TeGHNIGAL PARAMETERS NOTES POST TENSION POUNDAT I ON PLAN SREv15�O SNOT'-� �'�B"� ��BY. -DEFORMED MILD REINFORGIN6 GRADE 40(03 t s4)STEEL SMALL CONFORM TO AS7M A-613GRADE 60(45•5166ER) PLAN :2 CATEGORY 11 4 11 I xnLe : -o" Y OPF gyp' K.N. STRANDS SHALL CONFORM TO A5TM A-416 SHEET NO. PROPERTIES OF-I-WIRE STRAND 1/2'DIAMETER I all-TIMATE)270 ks1 -AREA-SOUARE IW4ES.153 S SR 2.1 B P(ULTIMATE)-POUNDS 41,300. -Es-psi 26%O0000( -MAXIMUM FORCE(.b I pu)TO SSOOOI OVERCAME FRICTION -MAXIMUM ANGIOR FORGE(.T f Pu)26,g00• -UNIT ELONGATION PER FOOT O ,7q"(PA POUNDS)(12 INCHES)AREA E SYMBOLS LEGEND �+u TRUGTION NOTES I.FOUEERIMS•N DIMENSIONS ARE EXTRACTED FROM ARCHILIABILITY ECTURAL SPIMaT TO GOUVI9 EN&INEERINGf CALIFORNIA DOES NOT ASSUME ANY LIABILITY IMN RESPECT TO THESE _-_-- FOOTING DIMEN510N9. CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCNITEGTUPRAL DRAWINGS AND WITH FIELD CONDITIONS.GOIITRA(TOR SHALL VERIFY THE LOCATION ARID SIZES OP AI ANCHOR BOLTS,HOLDONNS,EMBEDDED STRAPS AND FRAMING �///7 DROP IN SLAB(VERIFY PRIOR TO GONSTRUGTIONU MATERIALS. CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES. --•-• REBAR PATIOS,PoRaGHES,AND STOOP'. 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND 5TRE551NIG TAIL LENI&TN5 PRIOR TO /''� `� FABRICATING GABLES.COLOR CODING OF GABLES 19 ONLY TO ASSIST TENDON PLACEMENT, ® GOU Y 15 AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN,BUT NOT PAD NUMBER H SPACES AT LIMITED TO, DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION s'-H': ENGINEERING DE51&NATION W SHALL BE BROHT 70 THE ATTENTION OF 60UVI5 ENGINEERINIS PRIOR TO 5 SPACES AT 3'-H" PASRICATIOfN, a PETAL NUMBER CONSULTING B.STR 'IM.G END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON _-_------____-- 4 DETAIL SHEET NUMBER THE PLANS.AT CONTRAGT0R5 OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON _ _ , GROUP ES SUPPORT LAYOUT,SEE DETAIL(4/P'T-1),(5/PT-1). OR.A-SRN 4.THE FLOPR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN FAA SCHEDULE _ SHOWN OTHERWISE. S.DIFENSIO-MS ARE NOT PMN15HW TO SIMP50N HOLOOMNS.IT 19 THE RESPONSIBILITY OF %°•S°IS ='•'• = CA NEYVPORT BEAC21 THE GONTRACTOR'f SUPERINTENDENT.TIE PRAMINI6 CONTRACTOR AND THE CONCRETE - WHT-&RN : __.__._.._........_.. -ORA-PNK. © 2'-0'W.X ID'THICK PAD W/(2)M4 rA BOTT. THE CO CTOR TO LOCATE T/ESE ANIGIIORS IN THE EXACT LOCATION.REFER TO DETAIL' ® 9-L ( FOR PROPER INSTALLATION. b.PROVIDE f5 x 24"DOWEL 0 24'O.G.AND 12"FROM CORNERS AT ALL CONCRETE TJ92X Ib 2'-6'SQ.X ID'THICK PAD W/CJ)N4 El^L BOTT. NEWPOR'f BCIC ( ) • STOOPS POMRGFiE9,PATIOS AND OTHER ATTAGMAENT9 MEN CAST,WE OF Ib TJ32x9 I FAX (5481 7621 POST-TENSI ON SLAB UNLESS NOTED OTFERYIISE. I PA16 SPRRWDB )929.6080 1.ST-TENADMIXTURES IN B LINLE Te MIX CONTAINING GALLIUM CHLORIDES SHALL NOT Be USED. 9Q.X ID'THICK PAD WN/(4)9 EYL BOTT. b.REQUIREWIENTS FOR PRE-SATURATION OF SIIBBRADe SOILS AND DAYLIGHT SETBACK OF BASED J.SEICAIA PE EXTERIOR F=00TINf{FROM ANY DESC.ENDIN6 SLOPE SHALL COMPLY WITH SOIL REPORT - _ 3-6 50.X ID THICK PAD VU( )N5 E �� REGOMMEH�ATIONS. ;, 4 9.ROOF/FLOOR FRAMING,AND/oR HEAVY CONSTRUCTION LOAD5 ARE STRICTLY _. _ .•. ....,......•.. ____ ____ MIS I. PRONIDITED TO BE IMPOSED ON SLABS PRIOR TO BTRE991NG.BEGIN WALL FRAMING S r - I Z ._--._I _ .... ,, DAYS AFTEER CONCRETE POUT IP CYLINDER BREAKS INDICATE MIN WALL PSI MIN&5 HT. '''� __T___-_ _ 4'-0'SQ.X 10'THICK PAD W/ fS RESTRICTIVE NOTICE ;. . STRF __�__ _ 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE :. I f ; ADD _ 4-b SO.X ID THICK PAD W 0) 5 EYl BOTT I_. _- T 2 ,",i� _..._ _1 I', • NTE(iICAT101M NE,wE 7NRRItiNlEep PLACEMENT AND STRESGING OF POST TENSION TENDONS. PANEL P('.DT ! - II.FINISH CRAPE AROUND THE PERIMETER of POST TENSION SLAB SHALL BE CONSTRUCTED I I AD TOP t I - I 5-0 5Q X 18 THICK PAD Al(51 f5 ESN BOrT. • PANEL EYl '�' T JJ, SUCH THAT MIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. W/(2)04 BOTT. 1 .. . .... ......... ......... .. ofvrmmm 12,ALL BITE AND PAD pREPAMTION,'UCH A'BUT LIMITED TO GRADING COMPACTION OF I I...........{.............:.............(..............r....... ..).. I .. .. .. .. .:... I COliEBAUL �R�PBIIE TVRATI AND CONCRETE SLAB BASE PREPARATION SHALL Be I IO" (�.. . PANEL a ... . L 4-0 THE TILL.P-Re-sA oN _.._ I , m ra P�Rr 6F TN�E ERM OR S-6 So.X ID THICK PAD W/(61 NS EYL BOTTNFROOLICER NOR CAN ANY PERFORMS D IN ACCORDANIGE WITH THE SOULS ENGINEERS REGOMMENDATION5 AND 1 I I Gw BE IX1Fex TRMIiB®10R INCLUDED I N THE SOILS REPORT. ! 1' I t� {5I pC ee ell�T mw TI.N r 13.A MINIMUM OF THREE(S)GYLINIDERSSLAB SHALL BE TAKEN TO DETERMINE GONiGRETE r li I {„; /' X pgNy19 � IXfIBUUIW ON NOTES " STRENGTH, _ oopynafr_ ^^' ARD ANCHORAGP INSTA`LATION NOTES i I - ... .. 1 ,.,,•,,,•••,:„•,.N. ,, POST TENSI 0 ........................................:............................. I. I.BULKHEArD BY LOCATING TFE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON { L •• r - THE STRA-ID FLAK(NOTE'BULKHEAD DOES NOT HAVE 70 Be BRACED LATERALLY,THERE IS r ' Q I. SEE SHEET S.I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL OON&ILTwfi able NO TEN910"N ON THE TENDONS UNTIL AFTER THE CONC•ReTE I'POURED), I I ADD. I fl PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL ALL RbHre R�61'/® 2.MARK LOCATION OF INDIVIDUAL AICHIORAGES ON EACH Sire of BUNDLE CENTERLINE 3 UR xl Ib 1 (2)-N4 TOP• _ IMG PROCEDURE NOTES, CONSTRUCTION NOTES TEHOON AND PLACEMENT NO PER DETA IL(4/PT-1)AND DRILL A 9/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED I FUR-PNK-FUR ; I (2)4'- SPAS I 1 16 I L=4'-O"PAST ry m PREPARATION NOTES,TENDON STREESSS� A REVISIONS 1 . TENDON OTHERWISE.PD NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN 1 PANEL E.W. _ . : ............:..... .......:.......sYr±..:.................. ..;!•; x� Es SEAL NIG NOTES. sTINSTALLATION ss�T PLACE. I :............... - 2. OTHERS) B.LAY AL.L THE STRAND'IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER .•.....•...:•.•...•.....•................ 1 I : - I DIRE, REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND ___-, AND UNR?LL THEM IN PLACE.BE&INUNb AT TE DEAD-END.IF THERE IS ONE.AT LEAST IS" I I { -.. .. - - t• P�O'T-TeNSIONEDF IOUNDATION FOR ALL°PL'•'N51 '"'NDRE 0115 SHOWN ON FOIR • _ DESC OF STRAND MUST PASS THE BULKHEAD AT EAGM 9TRE591NB END 1 I : , --.• `. AND 5 < ARGHITEGTURAL( IF BY OTHERS N65 OH/21� CLIENT REV ALL REMAINIW 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANGHIOR5 WITH 2 MAILS I FOUNDATIONPLANS.DIMENSION NOT•�HiOWN ON POST-TENSIONED T16HT TO THE BULKHEAD.16d'f RIND SHANK RECOMMENDED. I I ~ I I ... 5.TIE DEMO-ETD IF ANY,IN PLACE APPROXIMATELY I/2"FROM BULKHEAD SUPPORT 50 L -- B. LT HOLDOWN CALLOVT INFORM THE ANE APPROXIMATELY IS APPROXIMATELY 5 1/2"BELOW TOP OF I fi .. ....'.......•......•............. .. -- _ _ I ..: { r I'• ARCHITECTURAL(AND 5TRUCTURAL IF BY OTHERS) THAT THE CENTERLINE OF T_1 .,..�t.�_, �.. - --r-- --r �L+. OR ANCHOR BOLT, ANION AND ..... VERIFY WI SLAB. KNEAD. ........... ..... .__-;___ '� •IT'-b• 2 SHEAR WALL LOCATIONS. 4 05/03/04 CLIENT REV b. 5TR:E551NG ENDS,REMOVE WRAPPING TO APPROXIMATELY 6"IN51DE THE BUL ____ _________J _ r DO NOT IEEEMOVE GREASE.SLIDE END of STRAND THROUGH THE HOLE IN THE ANCHIOR AND _---_- r___t I 'L-C' THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED ---- ------ --- --- - I S. TO I, /PTI AND 16/1°T-1 FOR INS- AT .. INSTALLATION HOL . 1 5TRA16HTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. _ 1 '..............:.............i.............j.. }.............;... .. I: REFER ABLE BELOW FOR ANCHOR I� I REFER TO DETAILS 15/PTI,Ib/PT- 1 BOLT PLACE 91.ePPORT9 AT GABLE INTERSECTIONS AND Tle THE STRANDS TOGETHER. y •• •• N5 OF D.CHIEGK 5TRANDr FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN r I ; - - PRAPPIN6 12'OR LONGER SHALL BE REPAIRED. I I T q.TENDONV BASTING WRAPPINMS SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE t_. ,:'I 1 I F UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS ALL INFORMATION FROM - `., '�..:? DURING G-ONGRETE RACEMENT. BA51G PLAN APPLIES TO ,I,�,II J /� /� l'1N ... . ......... EAl ....... _ p( r'1T 1 ON P ALTERNATE ELEVATION NNAJ fi G { { ..'.: n SWAG NG P.T. FOUND PAR T I ....... .I.... '• ^INS PREPA ATIDN NOTES L L „ , _ s/b".X 12•.46•D.G. I.REMOVE POCKET FORMER scALr: ; I/4 { 0• ..... ..............:............................:.................................... 2.GHECIL INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF OPT. DEN (G?�TEGORY I) I ' f 1 O�. '� •x 12••D2.OZ. ANCHORAGE IS CLEAR.IF A FILM OF DEMENT PASTE HAS INTRUDED,REMOVE IT WITH A : -0 r 5GRAPER OR SCREWDRIVER I 'I. _1 -_ R &RIPPERS BY HAND INTO EACH ANCHORAGE. .! I� � 5M" 4.PUT A A PAIR OF I 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT ......... ....... ..... 12 © 5/DSO x 12.0 12'OC. 11 DIMENSIPN FROM THE EDSE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS I ...J ��•. IN"" RULE ARE RECOMMENDED. •I �'' - . © CK MNP -' ETRESSIN&PRO NOTES 2)N4 TOP i 1 J contact r✓ I.THE 5T'RE551NIG OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON - O EXPERIENCED IN tH15 TYPE OF WORK;HE/SHIE MUST EXERCISE CLOSE GHEGK AND RISID 1 (� ��" '• '' - f 1 CONTROL OF ALL OPERATIONS UNTIL CONCRETE TEsr cYL1N0ER5, ; _ -- `~ -- -- I: 2.THE STRESSING OPERATION SHALL NOT GOMNENGE ___ _ .. CURED UNDER JOB 517E CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE -- --- --- 12 O.........r .........1H" �_ ...q...-. �_ _.._ - CONCRETE IN THE MEMBER HAS ATTAINED THE STRETISTH GALLED FOR ON THE STRLIGTURAL L_ _-H--- I X6 sill - ..I fides rV S x 12'0 .G. 0 V DRAwIN -5 OR 2000 pfl(MIND. 1 - 5.ALL P-RE5TRE9SIN6 STEEL SHALL Be STRESWP BY MEANS OF PSI,OR OTHER EQUAL I I 14'-0" - HYDRNULIC JACKS10 ,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRA.U.IC D OC. PRE59UI0NED GAUGES.A CALIBRATION CHART SMALL ACCONA=ANY EACH JACK. I '•-'- --I"'-- � fill lu of J 4.THE POST-TEN510NINkG OPERATION WILL BE 50 CONDUCTED THAT ACCURATE ELONGATION ... ......... ............... ... : R Or THe r RESrRe551NkG.4ZI ATI II ILL BE 50 AND COMPARED WITH COMPUTATIONS I f tlff�'xb 12 - _...................................... .� pW SUBMITTED AND APPROVED 13Y THE STRUCTURAL ENG81 INEER. - .IO• 1 ; . 5.INL7EPENDENT INI9PEGTOR TO RECORD ALL JAGKINIC FORGES AND ELONGATIONS AND I _-- - TABLE A SUBMIT REPORTS TO 0MVI5 ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF . STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. _ ADDITIONAL POST TENDION ! • , IOR 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED SOS OF THE SOIL ULTIMATE FORGE OF THE TENDON. ....... AT'eFrORY B (�1.5 x.60•50.0 klpf). I I� ....... ...•.... .. _ _� P�TR1N6 ROOTIN6/RI MUD STEEL N AND 1.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED TO%OF THE ULTIMATE •.....•.....•....•....... ........ ;•• THICKNESS FORGE dF THE TENDON. PI n :.. I (41.5 x.10•26A kips). -. _.__._-_ ... ' r a F EMBEDMENT OVERALL EXTERIOR lu b.THE STRESSING OPERATIONS PROCEED AS FOLLOWS - -- OOTING/RIB INTEI OWEST REM10�E&ROM METs AT THE sTRE55IMS 5ND5;CHECK INSIDE EACH 6ROMiMET HME To r' L_J- ----- I D w LOW " FOO VN6 IF NOT REMOVE PASTE I "ADJACENT MAKE SOURE THAT THE ANCHORASSES ARE FREE FROM CEMENT PASTE; 1 1 Z FROM A.NCHORA&E WITH A SCREWDRIVER. I ., , ' . ; ... aa •INTERN J'............ � O� � -INSERT WEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. .......•....:.............:.............:.............'...........---:......•.... ......... . - ATEGORY 12 WALL -PVT A PAINT MARK ON EACH STRAND AT THE SLAB ED&E OR AT A FIXED DISTANCE FROM : I I SHEAR OR r co OLou LI THE EDGE OF THE SLAB. I PTI 1 .f 1 W C 1 „ Q p W -STRESS THE STRAND AT SS klpf. - 1 I B T 5 SEAT THE WEPOM IN THE ANCHORAGE U5INO THE HYDRAULIC SEATING DEVICE BUILT INTO _ 3 I - 7EC'my Ia IH ' x P4 a THE RAF1. I{ rr PTI .• r; r-- m ADD� �o -REMO-VE THE RAM. 1 I ,' .. .. ELON&ATION.RECORD ELONGATION. .:.............:.... .>1 1 X GA II � BOTTOM O O 0. -MEASURE FINAL � I�I I� I .:.............:.............:..............:...........r- 9.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONSATION,THE MEASURED ELONGATION, ! Og N T•- •ADD.: APO• 1' 1 TEGORY 24 24 I a GONT. O AND TH-E JACK&UAGE READING OCCUR,THE JACK-6'UAGE-PUMP UNIT SHALL BE L� �_ L- N (2)-N4:TOP! 1 ADD 2 M4 REGALI�RATE.AN AGREEMENT OF WITHIN T%UNDER TO T%OVER SHALL BE 5AT15FALTORY. I (2)-4 TOP! I GA 111 z�/ 10.TENDONS STRESSED FRQ" lu ONE END ONLY SHALL BE 50 INDICATED ON THE PLAGINI6 I (2)-f4:BOTT. (2)-*4ITT• - I I I BOTTOM% -�l L-4'-O"PAST L=4'-d'PAST I DRAWL.TENDONS TWT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I PANEL;E.W. PANEL'E.W. 1..:_ 10'-4": GONT H ON pLA.N NEED TO BE STRESSED FROM BOTH END''S1M)LTAEOU5LY IF IT CAN BE SHOWN Q + - - THAT TH-E WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPA&E OF _______ ___ } TION ..{ ........ ... ....i.. THE TEhIDON.THIESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE ................................. ............:....... _= Z �{ . c IG THE TE" I END.ELONGATION FROM BOTH ENDS wsr TOTAL THE ELONGATION SHOWW ON THE CATEGORY I:E LOW EXPANSION OR DYNAMIC/LIQUEFAG PLAOSET DRAWINGS.TENDONS EXCEEDINIG 100 FEET IN LEN16TN5 MAY NEED TWO-WAY SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) 'TRESESIN&.I Y II.PARWIAL(OR EARLY 57RE95ING)of TENDONS,WHEN REQUIRED AND NOTED ON PLAN, y Q SHALL CONSIST OF INITIALLY STRE591-T ND N DESIGNATED TENDONS TO FORGE OF b000 4 4 CATEGORY II 0 MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION z W Lu- LB LL.C DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) J =�XO LS AT t,2 TJ22XH 9 TJ22X& CATEGORY III:1 LOW OR MEDIUM EXPANSION Wy/ O T 12.ELO-Tl6ATION9 SHOWN ARE BASED ON.10 f p.MEASURED ELONGATION 1%UNDER TO 1% Q OVE NUMBER R 15 AGGEPTAHLE.IF MEASURED ALON6ATION EXCEEDS TOLERANCE,CONTACT 6OUVI5 GARAGE PORTAL GARAGE PORTAL DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ �; OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR• ENSINE.ERIN&. 15,TAK_'E SAFETY PRECAUTIONS AS NECES5ARY;DO NOT PERMIT WORKMAN TO STAND SATURATED SPORTALLUVIUM RLEANIO AT PROJECT BEHIND-JACKS WHILE 5TRM5S 145 TENDONS. SEE SOILS REPORT FOR LOT CATEGORY 60339 oP�HING Ho1.es ASTIC1&NOTE' ISSUED DATE I.THE REUSABLE PLASTIC 6ROMIMET FORMS A HOLE 2"(INCH)DIAMETER WHICH 15 TO BE OI/29/03 FI LLEP AND SEALED WATER TIGHT. 2.U51NL.&A CUTTING TORCH,BURN OFF EXCESS STRAND 1/2'TO 5/4'BACK IN HOLE.BE GAREr-UL NOT TO DIRECT FLAME ON SRIPPER5.USE A LARGe HOT FLAME AND COMPLETE ALL INFORMATION PROM PLOT DATE: THE CUfT AS QUICKLY AS POSSIBLE. BASIC PLAN APPLIED TO 5.AFTWR TENDONS HAVE BEEN BURNED OFF'THE EPDXY MI TS ALLCONTRACTORUSED SHALL DRYPAGK PARTIAL P T FOUND?�T I ON PL AN ALTERNATE ELEVATION NN.OJ O AWN ° BLOCK=OUTS WITHIN 10 DAYS.ANON-METALLIC EPDXY MIX SHALL BE USED FOR THIS PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND IS 5(r�.0 1/4 I 0 DRAWN BY. REVISION AGGEPTABLE). OPT. '1"14 1 (CATEGORY 1) SHEET NO: Tr HNeGAL PARAMETERS MOTES -DEFORMED MILD REINFORCIN45 GRADE 40(f5 f4)STEEL SHALL CONFORM TO A9TM 4401 A-6I5®RADE 60("5 f B16GER POST TENSION FOUND�tT I ON FLAN 5TR-kNDS SHALL CONFORM TO A5TM A-416 $GALS I/4 • I-0 . -PRORERTIE50P-1-WRESTMNDI/2"DIAMeTER PL�,N 2�, GATEC�ORY I -f pu (ULTIMATE)210 WI -ARE.✓.-SQUARE INCHES.155 P(ULTIMATE)-POUNDS 415000 -ef-psi 211= 00( MAK=IMIIM PORGE(D f p.)TO 55000f OVERCAME FRICTION -MAX=IMM O 4 ANCHOR FORCE (.1 f p.)2b,gOOf -UNIT ELONGATION PER FOOT OA1q"(PA POUNDS)(12 INCHES)AREA E SYMBOLS LEGEND FOOTING, DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) RESAR ff ® PAo N�,eER GOUVIS ®X DETAIL NUMBER ENGINEERING DETAIL SHEET NUMBER CONSULTING PAD SCHEDULE GROUP 2'-0'90.X 16'THICK PAD Al(2)04 E.A.Borr. NEWP CA 92M 2'-b'90.X Ia'THICK PAD WY(5)•4 E.K.BOTT. NEWPORT BON: (90 752*2 FA): (90 76-m 9'-0'50.X 16'THICK PAD Al(4)05 EYL BOTT. PALM SPRSw (7OIp 8284m 3'-6'50.X 16'THICK PAD W(4).55 EYi BOTT. SAEED A BEKAK PE 4'-0'50.X 16'THICK PAD W/(S)"E.K.BOTT. RESTRICTIVE NOTICE THM ON10R5 DMWNBS NO 4'-6'90.X 16'THICK PAD W/A)•S E.K.BOTT. BFiCRGONIIE IIIE TIE BIM ENE FBOFBRY OF OOINN BNORBRm CONRILTNS 01101P5 NO ILL 5'-0.50.X 16'THICK PAD W/(5)•9 E.K.BOTT, P OFAVHCN MOM K CONFOORM TO ALL NBOFEITNV NO NO►NN OF THEE OIMTYIIBB 9'-0.50.X ID'THICK PAD W/(6)•S EYL BOTT. CAN N COPEq TRgAFM OR FOW4000M NOR CM MY BIRIOIIIEB W BUILT FROM THEN POST TENSION NOTES OLMwoff"ilimme0com � BOn e,B/®.Io OaNILT F I. SEE SHEET PT-I FOR 5TRI1GTU2AL DESI&N NOTES AND TEGHNlrAL OOPY"01°00wn 84045"10 BNB PARAMETERS.SEE POST TENSION DESIONA&,C+PLANS FOR SPECIAL CONKLTBIO OIIOW ALL II NOTES,TENDON AND ANCHORAGE INSTALLATION NOTES.CONCRETE PLACEMENT NOTES,TENDON 5TR-55INS PREPARATION NOTES,TENDON STRESSING,PROCEDURE NOTES. REVISIONS 5TRE551N6 HOLES SEALING NOTES. . 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESG -__jIIIILIIIIII_-._-___-__-�1I�iIIIiIIIIIII. ,1IIIIItIIIIIII............Ps.o.•.s.T.TH..ITC.®E.K.N.5.S.1Lo.A._N.B.-..'.._—.._.—.._.--..a..I'..'IIIIIII11III...IIIIIIIII�11III...r..............._..._.._..................1IIIIIIIIIIII... wga~ _w_H r_`.`-�o_'(R�A�I���I r,.'II1I �'��Y\��i �—-JIIIII -_I1I___._ ._IIIIIIIII1I._.—,IIIIIIIIII_._ .__P sO^_S_TTM._IrG E_K N._SS.1LoANIB _ _....I..IIIIIIIIII...,IIIIIII�II........................._..._...-. DESIGN cwVRAK/a6oc'oXr 6w cT c w I� 10tS SHOWN ON 1 29 1m0/OnaS//oO BS ALL FnI�ad5S REv TTN51ONM FOUNDATION PLANS AND REFERT ARGMITEOTURAL(AND STRUGTU2ALIFBY OTHERS)ORAWIN6 FOR J L L L_-- _ oC/2va6cLIENr REV L_____ _____J L__-_-- -- . — ALL REMAINING,DIMENSION NOT SHOWN ON POST-TENSONED WALK_ L_________ r-______ FOUNDATION PLANS. 4 05/05/04 CLIENT REV VERIFY WITH AMHITECTURAL(AND IF BY DRAWNs ORAHOR BOLT HOLDOWN GALLOVT INFORMATION AND SHAR WALL LCATIONS. ..... .... 4. REFER TO TABLE BELOW FOR ANGMOR BOLT SIZS AND SPACNG.T............ ........................ . ... ....................................... r 5. REFER TO DETAILS 191'T-I.16•T-I.1 Pr- AND an'T-I FOR INSTALLATION OF HOLOOWN. ANCHOR BOL x sPAc1NG J - JL ANEL As/6.O x 12••46•0.0. _ L J L-------------J -^^ - No.------- s/6 s 12 92 o.c. E� �---� �---- --—— —- PI s/6.0 x I2••12.O.C.r---_lr------- � -------------- ® s/6•o x I2••6'O.G. ql O.G. ixasTA s e ®. _ -_- © �� 1 ! H - I I I I I I Ir---� I I I I I I 1 I y /a•O x 12•�la"o.c. I I I I L]-j /&' I I I I 'i I I I •we•wex6•nI •12'O.G. -� O x 12' ( 1 1 3xa•w J L___----------J L___—J L_____________ u 5/6'O x 12••6"O.O. O s°1tls•w 3Xb,111 O W C JU aY� TABLE"A" ^ J SOIL EXTERIOR INTERIOR ADDITIONAL X 4ti GATE60RY-• FOOTING FOOTING/RIB MILD STEEL IN �l EMBEDMENT OVERALL EXTERIOR g'BELOW THICKNESS'J' FOOTING AND LOWEST INTER OR ADJACENT FOOTING/RIB Z W COMPACGRAVE TED O O o GATESaORY I 12" ISMEAR WALLS 4 tu lu w ONLY N.N.OJ ALL IFIPORMATION FROM ALL INFORMATION PROM D BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO CATEGORY II IS" 18" ADD 2-«4 Z d Q PARTIAL POST TENSION FOUNDATION PLAN ALTERNATECLEVATIONNNoJ PARTIAL POST TENSION FOUNDATION PLAN ALTERNATE ELEVATION01.N0) BOTTOMx PLAN 2C (CATEGORY 11 4 111) 5G'°'�� ' '/4" - ''-O" PLAN 2B (CATEGORY 11 111) "�� ° '/4" = ''-O" CATE60RY 111 24" ri 24' ADCIOD 2-N4 Off.`` O BOTTOM x V GONT. (V j U CATEGORY I �O LOW EXPANSION W/O DYNAMIC/LIQUEFACTION SETTLEMENT,SEE SOILS REPORT FOR LOT CATE(SORY) ri GATESiORY I •MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) ~Z W IIj Z of GATESORY I I I .•LOW OR MEDIUM EXPANSION W/ d J = Q Q DYNAMIC,/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR O a-IL m J SATURATED ALLUVIUM GLEANOUTS, PROJECT NUMBER SEE SOILS REPORT FOR LOT CATEGORY) 60339 ISSUED DATE 01/29/03 PLOT DATE 05/03/04 DRAWN BY: I REVISpN BY: K.N. SHEET NO. S-2.1D SYMBOLS LEGEND FOOTING DROP IN SLAB"RIPY PRIOR TO CONSTRUCTIONO —•—•—•— REBAR )w c�JJI ® PADNAHBER GOUS Q DETAIL NMBER ENGINEERING DETAIL SHEET NA-MR CONSULTING PAD SCHEDULE GROUP 44W CAMPUS DRIVE 2'-0"50.X ID'THICK PAD Al(2)e4 EYL BOTT. NEWPORT BEACH CA 02SSD 2'-0'50.X 16"THICK PAD W(3)E4 EA BOTT. NEWPORT BCH: (NO 752-9 2 FAX (00 752-M 5'-0'50.X ID'THICK PAD Al(4)"EA BOTT. PALM SPRING& M 329.609D 4 3'-b'50.X 16"THICK PAD W(4)NS EA BOTT. SAEED A BEKAK PE. 4'-0•Sa X 16'THICK PAD W(5)05 EYL BOTT. RESTRICTIVE NOTICE UM DEMA DMNN04 AND 4'-6'50.X 16'THICK PAD W(5)05 EYl BOTT. AM M EXaAMIK PROPMeT a Gam� CONMA.W4 HEIOIi.AM ALL 5'-0"50.X ID"THICK PAD W Ci)NS EA BOTT. EIaavolm MK1Mt 4 CONRI)EN ML N ALL IiABNt AND NO PAILT CP T ME ORVARHOE 5'-b'90.X IL•THICK PAD Al(6)e5 E.H.BOTT. GAN N COPRA TNM+�an F04000M NOR CAN ANT STRO Ml6 EE MILT FROM MN POST TENSION NOTES """' eamEB' 00mm °` HIaRA eHDE Grop oawu.TNO HMar 1. SEE SHEET PT-1 FOR STRUCTURAL DESIGN NOTES AND TECHNICAL COPYRdR 00"on"Ilm XI PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL LRMNE NEME AD GONSTRUC-TION NOTES,TENDON AND ANGiORAGE INSTALLATION NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES. REVISIONS STRESSING HOLES SEALING NOTES. 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESG — --,-i,--,' I P�osir�TENSI�a•EI D�P�AnONIPL�ANSI�AND aE EHa ro I mna/o5 Tau55a REv' ________ _____ 1 __—_-- _J L___ — =a----__1 __------ j L_ _ __ _______ —J L___ __�__---- ------ ARGHITEGTIRAL(AND 5TxUGMtAL IF BY OTHER$)DRAWING',FOR 2 06/21/05 CLIENT REV L_ .. --------- ___ ._..___ ......__..1 ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED 5 10/03/GS FRMG WALK I Fou+DAnoN PLANS. 4 05/OB/04 CLIENT REV I I I I S. VERIFY WITH ARCHITEC711FV.L(AND STRUCTURAL IF BY OTHERS) III S�AR LAW-HO NS�T,HOLDOYN CALL=INFORMATION AND .......... . . I \ 1 \'\: i 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. _........................................................................................... .........1... ................................................................................................................ I I i 1"' � "f'"' ( 5. REPER TO DETAILS IS/Pr-I,IbiPr-I,IT/PT-1 AND ID/PT-I FOR I . I INSTALLATION OF HOLPOHS+. TN I I T—t1 3 _.._. 1 ~ \� •m � BOLT sPAcHG x 1 . ................................... ...........-....................... ................................. I TYPE 1 i 5"THICK SLAB i 1 v _ 5/6•0 x 12'a 46"O.C. LL ' 1 Post TENSION ... I. I I I I -- I I I I WHT-ORAo --_—� I I � 1 s• rHIGK SLAB � I I �� © s/a•m x Iz••5r O.G.o Ems. 1 POST TENSION 1 'Q PI pN PI PI PI I i I 11 a W © 5/8'0 x 12'a 12.OL. Q I I I x a �, A 5/8"#x 12"a 6'O.C. /a•m x 12"a 16"OL. I I Ix43' =3 3 8 I I Zr5X Not I I WHT GRY I I ® In c tmct N/ 5/6'0 x 12'a 16"04. I I 1 I I I I ,Clef 5X&.III ❑ I __. _.. .. .._. _. L---� I I _ _I OI —❑— /D'mx x6sJ I ell Jv L-------------------------------------J L------____________-------------------J H / 2•a G•O.C. W SXb e F W aa4Y� TABLE"A" J a SOIL EXTERIOR INTERIOR ADDITIONAL 4f CATEGORY— FOOTING FOOTINGARI5 MILD STEEL IN EMBEDMENT OVERALL EXTERIOR "g•BELOW THICKNESS'J" FOOTING AND LOWEST INTERIOR ADJACENT FOOTING/RI5 Z TW BAr tBRAD TIED O O WW Z CATEGORY i 12" I INTERIOR -AR KALLS a VW O ALL INFORMATION FROM ALL INFORMATION FROM ONLY N.N.OJ Q F BASIC,PLAN APPLIES TO BASK PLAN APPLIE5 TO CATEGORY 11 IS" 19" ADD 2-e4 z 4 PARTIAL POST TENSION FOUNDATION PLAN �TERNAILELEVVAT10NNxQ, PARTIAL POST TENSION FOUNDATION PLAN ALTL'RNATEIx ATIONN.MO) BOTTCo.T. XcIlL SCALD 1/4" - I'-O" SGALI! 1/4" - 1'-0" CATEGORY III 24" 24' ADD 2-e4 O� O PLAN 2C (CATEGORY 1) - PLAN 2B (CATEGORY 1) IDTT�x IL J C F ONT. V CATEGORY I:e LOW EXPANSION WO DYNAMIC/LIQUEFACTION M S SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) Y.1 CATEGORY I I :0 MEDIUM EXPANSION WO DYNAMIC/LIQUEFACTION ~Q Q SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) ~Z W U z 2 CATEGORY 111:0 LOW OR MEDIUM EXPANSION W/ 4 J = � DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR• m J SATURATED ALLUVIUM CLEANOUTS, P NUMBER SEE SOILS REPORT FOR LOT CATEGORY) 605591 *91JED DATE 01/29/05 PLOT DATE 05/05/04 . DRAWN BV: REVISION BY: K.N. SHEET NO. S-2.1E � SYMBOLS LEGEND ® POST OR TRIMMER A5 NOTED \ V F SPAN AND DIRECTION OF ROOF MEMBER PER 5GHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OF DECK MEMBER PER SGIRDULESHE f_�-•. j_,��. _ ' �� ��X// �� FORAPANELLTTYPE,PANEL L 46HT NUMBER,I-i TO SHEET 9DJ G 0 U Y�77 1S --_--__-_-_ ------------------------------...-_._ •� .. ------------------ - ON PRAMINB.FOUNDATION PLANS. ENGINEERING <.II III DETAIL SHEET NUMBER CONSULTING I li X DETAIL NUMBER GROUP ! O BEAM NUMBER REFER TO SOUVIS ! I I I © X ENGINEERING GALGIA.ATION9 4400 CAMPIJS DRIVE I I KEY NOTE NMIDER NEWPORT BEACH CA 1126W y b BEARING WALL _. _ 16 TJ32x9 I y ] TJ52x9 Ib NEWPORT BCFL' (90 752-16 2 j Ip kp ,2 P . GALIFORNIA FRAMINGPALM 6P (7a0)92&59904X6 14XI 4 4 4 12 4 2 •GONT.6XI0 3I t x0 • d E O SL'I __l'... ', _.._� - !r_..._..._ I OONTINUEKEY NOTES T PANE THROUGH WA.L _..I I ... J STRAP(5)OR HOLOOM ABOVE RESTRICTIVE NOTICE i ..ypp i/ O PLYWOOD AROUND OPENING iECi gl•iY�T EXIDUAIRS IS NtOFBRYa ��AM BIRO r - _ SIMPSON T522 FLUSH BEAM TO DROP BEMs OuNstAmOmap ALIGN MUTH 9 OR POST ABE l AND NOj PROVIDE SOLIID BLOCKING WOCKING BETWEEN FLOOR CAN BPUQpIM TRANWWM OR >I .._. f = .. ! y LINE OF BLOC.KINS W EDGE NAIL. STRUDIRMR�ROOUtL9E NUN CAN ANY r fi I ©SEE PLAN FOR NUMBER OF BAYS M7R10Uf NgfiBl OONBBIf OF ¢ r kFROM THEIA PROVIDE SOLID BI.OGKING OOIIMB BI0�1•q WNMLTNO SS I 01101P LOCATE TRUST W E.N. COPYRWf apN16 BIO.✓®•q "a QRDUP on PROVIDE Six SILL PLATE 001S Lfeilf8 LL \\\ Ib 9G CONTINUOUS LINE OF BLOCKING W END NAIL DA TINDER SHEAR WALL ABOVE W/(1)C516 REVISIONS 'i. 9 f i I _. _._ -. i, 212'-0' Y 2 13 I! TRUSS HANGER BY TRUSS SUPPLIER ~ IB V 2 15 I] CONTINIOUS TIMBERSTRAND OR SPLICE PER PLAN. NO. DATE OEBC. OIA6105 TRUSS REV' I. 05/21/05 CLIENT REV . LL%II ' ' Io/o5/03 FRM&WALK • _ II 4 4X6 _ F RAINING SGHED U 5 .. -•:M _ CLIENT REV 4X6 DESIGNED ROOF TRUSSES•24"OZ. 9 14'DEEP 250 SERIES I-JOISTS•Ib'O.G. X R 9D I bB � � 1 / 2 ,p qXq � IB O 14'DEEP 250 SERIES]-JOISTS 1 I]'O.G. B IT • ('j ..pp 13 I,, ] _ a t } I'I O 14'DEEP 550 SERIES I-JOISTS•Ib'O.G. - 1 2A ... • X O N f" U j ... 1 7-°3"i L.- 1 O 14'DEEP 550 SERIES I-JOI5T5•12'O.G. I 'il' I I I I .,' v •� I `.' - a7A O ]�x I'o DEuc Jolsrs•16"Or-.MII .13 '� �4�FOOT TO DRAIN III <T> 2 X 10 JOISTS/RAFTER5•Ib•O.G. F N ] /J NO. fU��1 '• - b e ]X b ROOF J0I5T5R2AFTER5•Ib'O.G. Et¢i. •XI • IN FF■p _..... ..._.... ..,-i n� I45L4FL' 2 '-O• O 2 X 4 RAFTERS•24.OL. O ci� 2 - = � � y n � __ __ FRAM I NG NOTES iB I 13 13 - I f ' D F.H. vii ._-TYP. I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS QN 4' p (EN-I l 5N-2)FOR MORE INFORMATION y. t 7, REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE. • bXb bXb ObXl2 BDTT. •R'- .'. bXb &X6 - _ - I T 6 .•S . . O .^a.o -,.. .A y. _ __ 5. PLYWOOD SHEAR WALLS CANNOT GI USED A5 PLUMBING WALLS. /, X 0 UNLESS APPROVED BY 60WI5 ENGINEERING IN WRITING. Q Tr 12 O•• h ry 14'S-0' X 4. USE SIMPSON"IUS'HANGERS FOR CONNECTION OF'I'JOISTS TO �U C9 Z OTHER FRAMING MEMBERS NN.0). III b " 1B 5 zi bA h 1 y ry I q S 1 4A 5 5, USE DETAIL I1,W-5 FOR SHEAR WALLS EXTENDING TO ANY 2+J c, I B 4X8 OFENING5. Q W to I HI. LOW •ID 10 b. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS F W 9B qA 2 Q A 2 OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR Q X IlJ1 HEUS 11 ASTM D50S5.QUALIFIED PRI-400 MANUFAGUi TES.'I'J015T CAN BE DRAG TR155 WEN Q_ 1500• 'l {1 . MIN=b'-O' - .T HI — B 1/2"XI4"L5L F W/EN. 2 ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. J J ,p I ID 40 2 2 FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE 2 It" S Ib'-0' LOW 2 LL ARE RECOMMEREQUIREMENTSNDED HiEN SP FOR BETTER AN EXGEMS'J S'-O".HIGH SERIES J015T9 -IF _. % Xq IB 12 IB .....__. _ _ -__. _ O . I ALL'LVL'MANUFACTURED 5EAM5 CAN BE ONE OF THE FOLLO 6(UN.0) T 9B 4Xb BM , Om I MAC MILLAN UII aap Inau F ! 9A 1� MIGROU.AM PARALLAN V qj 4A - � 6.T Mg / I 9A •D Pb•]600 Pb•2]400 'w _ 3 x B FV•2b5•Fv 29O V/ ku 0 E•IAxIO E• .0.10 a"ILLY['. ® I 5 OFFSET n VXIy ICI I S/4• WA Q SHEAR WALL 5GHEi7ULE B ' /': � 2 4T I; � I�� kid 1� O I � ' WA 2 IIA6• N O C" HI9T UNIFORM BUILDING,CODE/200"I CALIFORNIA BUILDING CODE - I -- --- LS WA 1/2' �" O SWATHINGEDGE FIELD 93HEAR SILL R FRAMING ANCHOR 4'-O 2 L5L RIM e 6 11 • _3 4'x14=5= III O .J to P NAILINS NAILINS GANPAGITY NAILING A35'•y.560' BOLT --__--- • WA 5 I/4" O V TYPE COMIMOW(COMMON) (PLF) OR LTP4'• 9PAGIN6 IB Ib -- NT xlI --- WA T -� W ® 5/6'APA b df 6 d'• ]6o ti ro"e x IT 7 4XI2 DROP ��1f S rated •b'OL•12"O.G. •6.OL. •�'D.C. •40'OL. .... _-.-_. qg�/ • �l : qB I-1p(2; 7 TIMBER STRAND Pb•2290 PV•400 E•I.'Ix10 �� Y Q S/b"APA D tl'• D d9 .JSO ti •I]'OA. 5/0•e x 12' 2 6 6 r Q Q rated .4'OL•I]'O.G. •4'OL. •S2'OL. 19 I 2 lL z W z— S/b'APA b d'• b d'• '• Sro"e x 12" O w Y rated •B'O.G.•12"D.G. 440 •S'O.G. •10'O.G. •12"OL• TJ22X8 9 TJ22X8 GEILI O • IS/5]'APA GARAG,E PORTAL ARAG,E PORTAL 10 d'• 10 dY 0 5 •U. O.G. Sro'O x 12• �\ 9B Q Q ,�al I •5"O.C.•I]'OL. kn 600 •5'OL. N.NA) •b'OL. �._... - •� 4 Q¢m J JJ PROJECT NUMBER ro,x 13 60339 ® IS/S]'APA 10 d'• 10 dY f •6'OL. 16.O.G. (•) I In rated e�wt al 1 •2"O.c.•12.O.G. D'lo 2"OL. (UNO ytactN ISSUED DATE B/b'APA b d'• b d'• •ne we•hear ro"•x I]" Ndn rated •B"OL.No I2"OL. nb0 dotail r !mauler I 610 L. OI 2.1 O &I dawn BX6 NII PLOT DATE 1—'— Io d'• Io a'• •tr•near /I of x 12" OS/03/04 ,Ide.11 °" .5•DL..1]"DL. ']°° �" t°r 'sre°:I1 ROOF FRAMING PLAN - FLOOR FRMINC PLAN DRAWN BY: RL=VISION BY: 15/B]'APA •ee•hear /6NO x 12• PLAN 2A� SCA0 11/4" • r-0" PLAN 2A SCALE , 1/4" � 1'-O" K.N. •trw;tural i 2 OL.1 IZoOL. 1140 WA t'"fer b'OL. • rated dewll SX6 NII SHEET NO: (-)PROVIDE B"NOMINAL OR WIDER FRAMING AT ADJOINING,PALL EDGES WITH NAILS STAGGERED. USE A95•b"O.G.ON SIMPSON ST-RONG,WALL 4 HARDY PANEL NN.OJ are SYMBOLS LEGEND �'. ® POST OR TRIMMER AS NOTED SPAN MO DIRECTION OF ROOF MEMBER PER sGHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER 96woLLE �CX�! SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE VV �� SHEAR PANEL NUMBER,REFER TO SHEET W.2 G O U Y 1S 0 FOR RAMINS TYPE,rO�AT�� ENGINEERING x DETAIL NUMBER CONSULTING DETAIL SHEET NUMBER GROUP i BEAM NUMBER REFER TO GOUVIS j I O EN611EERINS CALCULATIONS I OX KEY NOTE NUMBER NEWPORT BEACH, CA 92M j ..-- ..•. BEARINS WALL _ iNEWPORT CALIF011 FRAMING FAX PALBPRINM ((/09)925-5M i - - ES I 0 0 ❑ ❑ � � KEY NOT BASED a sEKW P.E. (D CONTINUE SITAR PANEL THR:OUSH WALL STRAKS)OR HOLOO ABOVE RESTRICTIVE NOTICEYN THBIE OESIGINK MAVINKtet AND PLYWOOD ARd1ND OPENING SPECFrATIONII ME THE EXCUJM P110PEl"OF GO"BIGNEERfq I \ /, OONSULTINQ GROPP,AND ALL ' ® SIMf SON T922 FLUSH BEAM TO DROP BEAM bU K WINGS COIFEBAML TO ALL IEB/CPT! PROVIDE 90LInD SB 6 BLOCK IN BE7✓EEN FLOOR ,vO NO F THESE ORA CAN IS COMM TRANIFERM OR r LINE OF BLOCKING IE Of- NAIL. UM BE Ill_ �fEPiTgOIICED,NOR CAN ANY ..I DAYS V i SEE PLAN FOR NR-iBER OP D THEM WIIHOVf IMIIfTBI 0011B@If OF PROVIDE SOLID BLOCKING OOIMe ENREBRq OONBIL Wall TRI15fi W E.N COPYR019 OCUA!BNaHtEBraq PROVIDE•Jx SILL RATE Oµ M► BCONTINUOUS L REIBIY® Or BLOCKING K/ UNDER SHEARI NE WALL ABOVE W/(1)C5115 ND NAIL II TRUSS NAH45ER BY TRUSS SUPPLIER REVISIONS _. ..... ....._ .... ..._.._. _. _.. CONTINUOUS TIMBERSTRAND OR 5PLICE PER PLAN. O'1/Ib/OS TRUSS REV' N2 OD/21/05 CLIENT REV I) ., FRl�MING SCHEDULE ��_ S 10/O6/OS FRM6 WALK -� C� --�- L ❑ ❑ �- -. _ _ �___ —. _..._ Oj DESIGNED ROOF TRUSSES a 24'O.G. 4 05/05/04 CLIENT REV -- - O4 O 14'DEEP 250 SERIES -JOISTS a I6"O.G. ® O 14"DEEP 250 SERIES 1-JOI5TS a 12-O.G. 14'DEEP 550 SERIES I-JOISTS a 16'OZ. 14•DEEP 550 SERIES I-JOISTS a 12"O.G. 05 Y O 2 X 10 DECK JOISTS•Ib'O.G. i L.. J""'+ MIK i I/2"4DEEP FOOT TO DRAIN 2 x 10 JD1979/RAFTERS.16"O.G. P a 2 X 6 ROOF JOISTSiRAFTERS a 16"O.G. N°. 2 X 4 RAFTERS a 24'OZ. MAMING NOTES OF , I t i I I I r I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS (514-1!5N-2)FOR MORE INFORMATION 2. REFER TO SHEET 5D2 FOR SHEAR WALL SCHEDULE. bXl t DROP BM CANNOT BE ❑ S. UNLESS APPROVED BY_LSG _OUVIS ENSINEERIN6 IN HRIITD AS TIINS.INS WALLS. __-.. _.... .._.... ............__ r 4. USE SIMPSON'IU5'HANGERS FOR CONNECTION OF'1"JOISTS TO V . 1 OTHER FRAMING MEMBERS N.N.0). Z 2-2X&BEAM SUPPORTING _. z( N W BEAM W/6-16d TOE - 5. USE DETAIL II/50-5 FOR SHEAR WALLS EXTENDING TO ANY 4 Dy' NAIL TO STUDS OPEWN65. W 6- ALL WOOD I-JOI5T5 SHALL BE IN COMPLIANCE WITH THE PROVI5ION9 OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR ((�� W - ASTM D5055 QUALIFIED PRI-400 MANFACTURE5.'1'JOIST CAN BE 7(Q • ._ ..._ _._. .. .. ANY OF THE FOLLOWING UNLESS NOTED OT1iERW19E. vv oc FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN CODE REOUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOI5T5 1 ARE RECOMMENDED Y+EN SPAN EXCEEDS - ALL'LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOHIN6(U NO) N TRUSS JOIST MAC,MILLANILI l O MIGROLAM PARALLAM IL r � I 0 --�- Pb•2600 Fb•2400 O w= r 2a5 s PV 29O UU W w E•1.9x10 E.2Ox10 0lu 6 II 15/4• WA SHEAR WALL SCHEDULE WA 2 IIp6' 0- 199-I UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING CODE L..-::— -- --� —`-I I _. ❑ WA 5 I/Z• O O SHEATHI EDGE FIELD SHEAR SILL R PCLIPS ANCHOR -. -- NAILING NAILING, CAPACITY NAILING ASSr1550' BOLT - TYP'E coMMON)( (PI.F) OR LTP4r SPAGINIS O J ul Salad A i 6'°OL a's OL. 26O 6 6.OL. a 16"OL. •46"OZ. _ -. _... .. �( __ _. WA T' ` I!• w 1— Am I""APA 6 dr 6 dr s 5/6"o x 12• 2 rated a 4.OL•12"OZ. �'° a 4'OL. a IZ'OZ. a SZ'OL. TMBHt 9TRAlO Fb•2�0 Fv.400 E•I.TxIO S/6"APA 6 dr b dr ro"o■12• Z W W W Z rated a 5.O.G.•12'OL. �O s'OL. a 10"OL. •12'O.G. Q _ eStrvcNral�I 10 dr 10 d.o a� r s a b•OL. ro'o x 12• ` d Q rated a 5'OL.a 12'OL. S'OZ. NNOJ •b'OL. r m J 12* PROJECT NUMBER 60339 .t,- All 110 dr 10 d's Is a 6"OL. I¢(•/6"0OL. (•) �ctid of I •Z'OZ.•12.OL. D7O Z•OZ. NNOJ OX t 1� ALL INFORMATION FROM ALL INPORMATON FROM ISSUED DATE 5/D'APA a dr a dr see shear /6'o x 12• BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO OI/29/03 ba ,bo traroler tro.,— 16.OZPARTIAL ROOF FRAMING PLAN ALTERNATE ELEVAnON NN.oJ PARTIAL FLOOR FRAMING PLAN ALTERNATE ELEVATION NN. 1 _ sidsa rated a S•OL a I2.OZ. dalal detail SX6 NII T DATE IS/52'MA IOdr 10d's aeashscr /a"ax12' PLAN 2B SGAI-� I/4" = I'-O" PLAN 2B SCALE I/4" = I'-0" OS/03/04 ildese structural 1 a 5'OZ.a 12"OL. 1200 trwat trpefer I2'O.O. _ a daWll detall 3X6 sill DRAWN BY: REVISION BY: 15,52"APA 10 dr 10 d's see shear /b'o x 12" K.N. Nds»rated 1 a 2 oA a 12•oL. n4o WA L li°r eX°e:iN SHEET NO. (-)PROVIDE 5"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL E SES WITH NAILS STA66ERED. LJSE ASS 0 b"OZ.ON SIM•IP',�ON STRONG WALL 4 HARDY PANEL N.N.0) i SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER sGHEDULE I E�—{/X�)—�■ SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OF DECK F@MBER PER SCHEDULE SHEAR PANEL NUMBER,REFER TO SHEET 503 GO V V 7�7�1S Q ONFRAAIN64FOUNDATIOM PLANS. ENGINEERING X DETAIL NUMBER® CONSULTING DETAIL SHEET NLMBER GROUP I I O BEAM NUMBER,REFER TO a-Owls I I L ENGINEERING CALCULATIONS 4400 CAMPUS_ Ox KEY NOTE NUMBER rEWPORT BEACH j CA B2M _.::.. BEARING WALL NEWPORT Bpi® (��S�t�9J)762-1182 AM CALIFORNIA FRAMING FAX MTV)752-M PALM SPRINIX (70 923-6= o In _ II ❑ _ KEYNOTES SEC 4�4 PE :•- ._. I ` LI ❑ O ;i.. O CONTINUE SHEAR PANEL THROUGH WN.L U ............ STRM(5)OR HOLDOINN ABOVE RESTRICTIVE NCTICE. ',. �!�_ f 't_I i •; AFT THE'� PLYWOOD AROUND OPENING TIEBE OE9W TM E 4 ND N BPECFNCI:TgN6/NE l7ICLUBNE NIOPBRY aF OOI1V■t9/011 ® SIMPSON T522 FLUSH BEAM TO DROP BEAM PfOgyyTCN■IGYIN e CONFOENTIAL TO ALL REGFIEM ALIGN WITH STUD(S)OR POST ADOJE t U,Upp TIEBE 011AYYHBB qj __iPROVIDE SOLID BLOCKING BETVEEN FLOOR CM K OQpIMT OR ? LIFE OF BLOCKING W/EDGE NAIL. STRK.RUFB BE GIRT FIIOI THM SEE PLAN FOR N1MB2R OF BAYS WHOUr yApnB4 CONOBR OF PROVIDE SOLID BLOCKINIG OOIMB BIf■1EROUP OWBLLTlqfil01Y O LOCATE TRUSS W/E.N. t 7.J I�.ii•: )..'" _. __ O PROVIDE 5x SILL PLATE µL RUNro UNDER SOHEARINNAL.L A50VEIW/(I)C96 NAIL REVISIONS II TRUSS HANGER BY TRUSS SUPPLIER CONTINUOUS TIMBERSTRAND OR SPLICE PER RAN. NO. DATE DESC' I Ol/Ib/OB TRUSS REV' 2 10/05/05 CLIENT REV � FR?tMING SCHEDULE u ❑ ❑ O 5 l0/05/05 LIEN WALK LJ -- —� 4 05/03/04 CLIENT REV I DESIGNED ROOF TRUSSES•24.O.G. '. •. -. Q '. O 14'DEEP 250 SERFS I-JOISTS tl 16'O+G. 14 DEEP 250 SERIES I-JOISTS a 12 OZ. u --- 14 DEEP 350 SERIES I JOISTS a 16 04. L)I s �...... - © O 14'DEEP 350 SERIES I-JOISTS a 12'04. i 2 X IO DECK JOISTS 6 16"O.O. ._ .. /2' D U4 FOOT TO RAIN ppQ O �C 2 x 10 Jo1sTs)RAFTERs 6 I6•010. U E p,2 X°ROOF JOISTSniAFTERS•16.oz. L 2 R 4 RAFTERS a 24'O.G. FRAMING NOTES '�OF FF I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS (SN-1 t SN-2)FOR MORE INFORMATION II 2. REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE. :.i bXb bXb 6X6 I �.-_ 1_. -- DRAG la - I DA bXb bXb XI TTOM■-11-1=- _ _ 5. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS. • O • -0 UNLE95 APPROVED BY GOUVIS ENGINEERING IN VRITIN6. V - -- -- - I 2 >r 4. USE SIMPSON'NUS"HANGERS FOR CONNECTION OF'I'JOISTS TO IB IS , ID DB V• Q4 '- OTHER FRAMING MEMBERS N.N.0). �( Z Si 12 5 2 11 5 4 5 5. USE IIFA-5 FOR SHEAR WALL$EXTENDING TO ANY 4 J J OWN b. ALL WOOD I-J015T5 SHALL BE IN COMPLIANCE WITH THE PROVISIONS F W♦Y ASTM D5055.QUALIFIED IPR-400 MAMUFACTURESS 1''JI01TAND5TT CAN BE III Q RD)OR 502 DRAG`. .N. _ -_ 9A ' 4A - _... ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. Z J J I'" D FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE 12y. REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOUSTS ,., `' / '`• b-O �!, ARE RECOMMEN VEO WEN SPAN EXCEEV5 15'-0'. 4XL-DROP BM 4X6 DROP BM- --4X6. �•�,_ _ ;.. I : ALL'LVL'MANIFACTURED BEAMS CAN BE ONE of THE F0110WIN6 N.NO) N °' IC _ / ,., _ - .. �. TRU99 J0 I5T u-. In 98 MAC MILLAN W 2 U VXW p.O QU pmL VPB _ MICROLAM PARALLAM 1 �C Fb 2600 Fb.25OO ... O Fv 265 Fv 2q0 E•I.gxIOb E•2Ox10 - 0 Olu 9AILW p SHEAR NALL SCHEDULE i � 2 3/4 N/A 40s1 a Igq'1 UNIFORM BA 2 une•BUILDING GORE/2001 CALIFORNIAGALIPORNIA BUILDING CODE 'i - - WA 3 I!2• O O FRAMING I rab �O I I _ S1' INVAR JSIEA7HI �e � NLN& NAINGAPACITY AIING A35�550' BOLT Y (CO, (COMMON MLF) OR LTP4r SPACING W SOON F ® B APA 5/6'1 x 12' 1- -10a6rOd', 6OG.d a 6'O.G. 6 4a'O.G. © 3ro'APA a tlr 6 dr .yf0 ear 6 12'O.G. 5ro'o x 12' TIMBER STRAND ro•2250 Fv 400 E•I.7x10 Q F Q Q rated 6 4.O.G.•12.OA. a 4'O.G. a 92.OG. Z W W Z- 3/6'APA 6 dr 6 d's r 5/8•e x 12- rated 6 3'O.G.•IZ'D.G. MO a 3'O.G. 6 10,O.G. 6 12'O.G. =W Y �/3cleAP 10 dr 10 des 6 •6'O.G. 5/a"O x 12" 1L m Q rated 6 5•ob.6 12 O.O. 600 a 3'O.C. NNOJ a a"O.L. a60x 12 © erla al I 10 d's 10 dr aTO 6°'O,C. 16X 4.In PA 60339 •2'O.G.6 12'O.G. 6 2.OL. PROJECT NUMBEft NNA) t w ALL INFORMATION FROM ALL INFORMATION FROM BASIC,PLAN APPLIE5 TO BASIC,PLAN APPLIES TO ISSUED DATE ralk APA a dr a dr e"'° "a '°*0 x 12' PARTIAL ROOF FRAMING PLAN ALTERNATE ELEVATION NN.OJ PARTIAL FLOOR FRAM I NC PLAN ALTERNATE ELEVATION N.NO-) 0I/29/03 bo g60 Vwrofer W—fer 16"O.G. sides rated 6 3.O.0 1 12 O.G. detail detoll 3X6 NII IS/32'APA see sN.a" /a"a x 12' PLAN 2 C `-��� I I/4" ■ I'-O" PLAN 2 C xA).0 s I/4" ■ I'-O" PLOT DATE bo structural 1 10 dr 10 Bs 1200 trarrfer vareler 12.O.C. . Ndes rakod 6 5"O.G.•12'O.C. tletan detan 3X6 ei11 DRAWN BY: REVISION BY: K.N. 15752'AP I 10 dr 10 dr eee ehee- /a'O x @' e �.al I ■2 OZ•12'O.O. n40 WA dsystier 6X6 N11 SHEET NO: (•)PROVIDE 5•NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. B■ 4 ■ USE A55 0 b"O.G.ON SIMPSON STRONG WALL 4 HARDY PANEL(U O) I I SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED �- � SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE � ! � - E�xN� SPAN AND DIRECTION OF FLOOR MEMBER PER 9CAf0.1.E SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE 7T ...—'l,'=r _•_AR PAt•EL NUMBER,REFER TO SHEET 90.2 G O U Y 1S I i I I + 1 .. .__I - - --'--- -----...._�' _.`�: PANEL ` LONFNO&FFOUNDATIPLANS. ENGINEERING DETAIL HMBER CO GROUP DEDETAILSHEET I I j j O BEAM NR-IBER,REFER TO GAMS i ENGINEERING CALCULATIONS ! Q ,NEWPORT BEACH Lj i KEY NOTE NUMBER CA 62860 :..:. BEARING WALL NEVaORT BCK 9W 762-1ttl CALIFORNIA FRAMING ( PALM SPRINM M 323-60M ! KEY NOTES aAEED J BEKAM,PE. i O QOH71NlE SHEAR PANEL 7NIR000H WALL -- ------- STRAP(S) RESTRICTIVE NOTICE 9 OR HOLDOWI ABOVE T11E4E OE41OI14 ORAIMI04 AND O PLYYIOOD AROUND OPENING tPECF1GTlOt•ARE T!E E�IItN4 FROPURY OF SIMPSON T522 FLUSH BEAM TO DROP BEAM sF01111Mf •1DY/II _ l _ [_ 4X6 DROP BM 4X6 DROP l'J3M 4XE DROP BM O ALIGN WITH STUD(S)OR P09T ABOVE• duo aT ALL HEIIE DPAWING FIEWINT1111 PROVIDE SOLID BLOCKING BETWEEN FLOOR CAN RCOPIMTR•IIBFEFE[kON ! i b LIFE OF BLOCKING WEDGE NAIL. 1@ROOIIC✓M NOR CAN ANY ® O SEE PLAN FOR NUMBER OF BAYS BiRKSIVIFB BE BUILT FROM 1/B1 WHOUT WRITTEN ODNIIENT OF I `: J O PROVIDE SOLID BLOCKING BIO•MMFA OONOLTNO OD LOCATE TRU55 W/EX COPYRNIR OOVM BN004IMA O PROVIDE SIX SILL PLATE CCN•ILTNO QFDW 2002 ILL NWrIt MOM 10 UNDER AR INE Or BLOC WALL ABOVEIW(U CEND NAIL - II TRUSS HANGER BY TRU55 SUPPLIER REVISIONS 12 CONTINUOUS TIMBERSTRAND OR SPLICE PER RAN. NO. DATE DESC. 1 0Tne/05 TRUSS REV' FRAMING SCHEDULE 2 OZY21105 WENT REV ALL INFORMATION PROM ALL INFORMATION ROM I ATT S 10/05105 POMG WALK PARTIAL FRAMING PLANIM APPLI PARTIAL FRAM I NCB PLAN 0"�� °� 0` L1�T 4 °"°�'°� `L'�"T REV PART 1 AL FRAMING PLAN � '°t "'NxO� O DESIGNED ROOF TRUSSES 24'OZ. OPT. BEDROOM 4 SCALE 1/4" = r-o" OPT. DEN SCALE I/4 = r-o° OPT. MEDIA scuE v4° = r-o O 14'DEEP 250 SERIES]-JOISTS m 16'O.G. O14•DEEP 250 SERIES 1-JOI5T5•12'O.G. ® O4 14'DEEP 550 SERIES I-JOISTS•Ib•O.G. 14'DEEP 550 SERIES I-JOISTS•12'O.G. Ob 2pXp1E0pD1/I MIN T V2'DW FOOT TO DRAIN . G _ O 2 X 10 JOISTSRAFTERS•Ie'O.G. _b ----�--- -____ b No. _...-_ 24'90 x90"DEEP GONG. I n 6XI0._--.. O 2 x e ROOF JOISTS/RAFTERS•Ib'O.G. Exp ' L J L _J �, O 2 X 4 RAFTERS•24"OZ. r_ �__�_��/ ®7 _ _ - -- ----b FRAMING NOTES �'�� I 1 I Ifixio L J L !J Y �` 1. REFER TO STRIJOTURAL GENERAL NOTES AND DETAILS SHEETS (5N-I 4 5N-2)FOR MORE INFORMATION 2. REFER TO SHEET 5D2 FOR SHEAR WALL SCHEDULE. u Li _________________________________ _ B I/2"X91/2'LSL r� , 7., CONT.4XI0 ;2 Z _ '), RYWOOD SHEAR WALLS CANNOT BE USED AS BUNGING WALLS. 1 f -, I 4 UNLESS APPROVED BY GOUV15 ENGINEERING IN WRITING. Q J-'� I -. --_•i A e 8A 1/' A �333 ' +-=- 4. OTHER FRAMING MEMBERS N.O C-CTION OF'1'JOISTS 70 U i 1 1 Y.. USE DETAIL IIAJD-9 FOR SHEAR WALLS EXTENDING TO ANY ALL LLWOOD I-JOIST5 SHALL BE IN COMPLIAHGE WI ' _.._..._.._..__._...__. `_..._..._ r _ IL .. ... ....... . ..... LL _.__. I OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR° Qlu lu f11cY, ASTM DSOS5. WI QUALIFIED PRI-400 MANUFACTURES.'I'JOIST CAN BE ANY OF THE FOLLONG UNLESS NOTED OTHERWISE. J aI FLOOR SYSTEM HASQUIR BEEN DESIGNED TO MEET MIN.CODE REEMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS it} ARE RECOMMENDED WEN SPAN EXGEE05 Au 1 TION ALL I TION ALL•LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWING N.KO) z BASIC PLAN APPLIES TO BASIC PLMI APPLIES T PARTIAL FOUNDAT 1 ON PLAN OPTIONAL PLAN3(11.NO) PARTIAL FRAMING PLAN OPTIONAL PLAN N.No� 1 JOT p tu OPT. DECK WALE : 1/4" = P-O" OPT. DECX SCALE 1/4" = 1'-0" MCROLAM PARALLAM d Fb _° .2e00 Ph.2noo E 1.9�xiSOsE 2�'Ox°10 n OW SHEAR ALL SCHED N/A ULE WA ��p w 2 11ne• Z 11.1 0 0. W 199'7 UNIFORM BUILDING CODE/2001 GALIPORNIA BUILDING CODE O WA S I/2' n PRAMING IL J 9NEATHI EDGE FIELD SHEAR SILL K CLIPS ANCHOR - - WA S 1/4' I�/ PA,F� NAILING NAILING CAPACITY NAILING AB5.LS50' BOLT �{,.O V TYPE GOMMONI( (PLF G) OR LTP4'• SPANO WA T l� W ASro'APA a d% a d'• •Ib'O.G. ro•m x 12" rated •e'OA•12'O.G. 260 a e'O.G. •46'O.G. • ro'm x 12' _ rated •4.O.G•12.OL. •4'O.G. •12'O.G. 52'OL. - 71FEER 9TRAN7 Pb•2250 Fv.400 E•I.lxtOs "'�O Q Q z S/a•APA a db O db Y 5ro•e x 12• X z rated IS S'O.G.•12.O.G. 4�0 •S'O.G. •10'O.G. •12'OG. O O :, < C Q O 15/521 RA 10 db 10 db boo b• •a•o.G. ro•o x 12' Q toted •B•O.O.•12'O.G. •S'O.G. NNAJ a'O.G. LJ - _ r (Q J AB/52'MA Im G 10 db 10 db b• •e•O.O. Koski (•) 't-t of 1 •2'O.G.•12'O.G. MO •T O.C. NNAJ tac W PROJECT NUMBER 60339 S/a'MA D db D db •ss•hear roam x 12' ISSUED DATE. rated •e•o.G•I2.O.G. trend« trar•Fer 1e•Oa. OI/29/03 acted detan Sxe 61i LLLJJJ.. ......... ......_..._... J__..... ....__._..... ___.. ..__.__. PLOT DATE IS/52•MA 10 db 10 ab see shear ro•m x 12' • Mural 1 •S'0.•12'0, 1200 I�Fer Idler ISX6 bill O O 04 DRAWN BY: I REVISION BY: Isnlr APA to ab 10 db •ee•hear roam x 12' ALL ICI PLµAA Miff T K.H. .tructural 1 "4o WA 'er i111 PARTIAL FRAMING PLAN SHEET NO. • rated •2 OA•12'o.G. }� OPTIONAL PLANS NNAJ (-)PROVIDE B"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL OPT. DECK SCALE : 1/4" = 1'-0" _ EDSE9 MTN NAILS STAGGERED. USE ABS•a"O.G.ON SIMPSON STRONG WALL 4 HARDY PANEL(U.") R 5 SYMBOLS LEGEND FOOTING DROP IN SLAB(VERIFY PRIOR TO CON5TMr TIOU —•_��.��_.— REBAR GOUVIS ENGINEERING © e —'L—FtCONSULTING DETAIL SHEET NUMBER - - ---; GROUP --------- _ . P4 PAD SCHEDULE r Y/ \,I All ^A.1 4,ao CAMPUS owvE ----__ 1 ____ ____ P4 1 X-0'50.X IZ•DEEP PAD W(2)r4 EYl CA 925110 NEWIPOK BEACH I i ❑ ---- I _._._.—._._._.� — I I L, I NEWPORT BM (90752-SM r---1 -- I r-----------�21-1 i �j�---- __J----------Z_ J ;a,/t Y'• L� J� 2'-6'50.X 12'DEEP PAD W(5)I14 MA FAX (90752-M PALM SFHNO6 C/eW 529-60W — 2'-0"50.X ID'DEEP PAD W(2)04 EA sAEED �KAtA PE I ,IIM I 8!-0• 1 j !' 12'-0 1 i T._;_#- ( 4 2'-6.50.X 15'DEEP PAD w(5).4 0A d I! I L__ ZDB I I Ifr I RESTRICTIVE NOTICE THEM DEOGINK ORAYMA AND r (2)41S BOT. B'-0'S0 X 16'DEEP PAD W 3)w EYL L*b W PAST 4B (2X✓TH014 Ex ' ' 'IB erDcncnTH ANYTIEO IMIM SD 5-6 S0.X ID DEEP PAD W(4)•4 EY1 PIHDPBIIY OF T0 arJ NOU.AD Y I I B 1 i ,li,i coNROL»o MFOFMAMMN 11m m Au 4'-0"50.X ID•DEEP PAD W(4)04 EA AND �NO PART�TN I>,AYMM ll I I I ADO 0*5 TOP 4 005 BOTTOM CAN M COMIA TRANNERIA OR _ j I : - T ; I - i i__rj, I 5'-6'50.X ID"DEEP PAD W(b)•5 MA ABIRGIONOM N01 CAR ANY • 5 5'-6' r -1 1 ! - Ir L_. STRUCTURES BE BUILT FROM THEN , FOUNDATION NOTES �WNAIL MB ,..._ �.' 4 ® ?�sr L J y 1 7TP. t cavrnon Dame�ar®rp I:. 1. RITM TO SECTION SO OF SN-1 SHEET FOR ALL FOUNDATION NOTES. axwlLTM GROW 2=2 I I ✓ , 1 2. IMMI'li TO DETAIL M/SD-I.16/5D-1, /SD-I AND ID SD-I FOR ;I I INSTALLATION OF MOLDOYNS. II I I I 1 •ti — O I D. REPER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. REVISIONS II (2)-05 TOP• SHEM ------ ----- --- —____ v I Na DATE DEsa li �i I L-q'O"PAS i L r----------- -_, ''. ; I P ANCHOR BOLT I O-Inb/OG TRU55 REV.tt (2)5TH"PAST I _ --' l \ ---� �_J ^ 00/21/05 CLIENT REV (2)STHDI4 E1N. 1 I -- L--------_---1 i � 1 ----- ® 5/b•m x Ir.aa•o.C. a Io/os/Os FRMG wAL M 1 ,L_L 4 05/05/04 CLIENT REV ---____—_, 1 D-0' ;1 © 5/6"0 x 12'a 52.OL. t.l •..;�, F--- '. '•, Iq'_-1,/�', , av x 12"0 12"O.C. — ---- — _t :.. _ 3 ® DAVO x 12•06.O.C. i I j i'if I5-2• :I 7 •m x 12'6 16.OO. I f ill_ I I I . 5"P 12016.Of— . r P1 - 10" ALL oPnoNA1PLANSN.NOJ ® L________----1 - 1 1 —_L--I -- — -` sromxl2 =12 o.c. PARTIAL FOUNDATION PLAN �' ^TAIP�RIE5T0 ' I I __ ....W5X6,111 OPT. UNDER BEDROOM '1 scALe : v4" , I'-o° --J ' L s s-0 s , 5ro•m x L----I� H> I .Wes w/5X6 slll I � l I I s_o --- —_-- + ❑ 1 — — --- I ``` I tzBSTOP a G7>"SBorroM I O \ 1 L. qAST PANEL ENL I M 2e I 1 I l s J-1 L--J _i O 1 II'-3 r 1 nl _ I Q Q I N L------- — _ _.... .... _ _ _.--------------------J O 4 W In Iz (2)-#5 TOP a j I (L (2)_ 2) THDBI4 E.N. I I L____—_—_____ I �-" I I TJ 22XT 9 TJ 22X7 O 1 I )5TH PAST I O m I I GARAGE PORTAL 0ARACC PORTAL Z \ V F 2'-5' iQ lC1 r-Q Q — W�Z— _ FOUNDATION PLAN PLAN 3A WALE 1/4" = 1'-,0" PRC 055 NUABER 6339 1881JED DA7E PARTIAL �ALL INFORMATION PROM PARTIAL ALL INFORMATION FROM 01/2q/03 FOUNDATION PLAN 100 nONAP LµPL NetLOT; FOUNDATION PLAN OOPTId PLAN W-PLANS APPLIESo) PLOT DATE 05/05/04 OPT. BEDROOM 8 WALE , 1i4• ` 1'-0" OPT. DEN sc,tie : 1i4" = r-o" DPANM sr. REVISION BY: H.P. FOR 54C, ELE\/. ONLY FOR B 4 G ELE\/. ONLY SHEET NO. S-3.1 SYMBOLS LEGEND ----_ FOOTING DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) —•—•—•— REBPR )w 7E ® PAD NUMBER GOU`�JTIS ® ENGINEERING X DETAIL NUMBER DETAI CONSULTING DETAIL SHEET NIMBER GROUP FAD SCHEDULE 4400 CAMPUS DRIVE NEWPORT BEACH 2'-0'50.X 12•DEEP PAD W/(2)•4 FYI. CA 92OW 2'-6'SO.X 12"DEEP PAD W/(5)•4 EYl FEWPORT BCH: MO)752—I li PALM SPRIN06 Q93 929-50W 2'-0'50.X ID•DEEP PAD W/(2)44 EYL SPEED J.BEKAM,PE 2'-6•90.X 16•DEEP PAD W/(5)•4 EYL 5'-0'50.X ID'DEEP PAD W/(5).4 1RESTRICTIVE NOTICE THEM OE810111.DINNpB4 AND BRicF1G�7101A APE THE ExCLUONE 5'-0'50.X 16'DEEP PAD W/(4)04 EYC PIIOFBRT OF OOIIYN 11NOI IMPI 10 CCNEIILT►10 OIIOW.AND ALL DFOPMNfON EIIOWN E W-O"50.X 16•DEEP PAD W)(4)04 EA COIIIDENTI L TO ALL P[C7PIBRB AND NO PAR"OF THERE DINNOB W CAN BE COPED,TPAUWERM OR WRIgUf NMTEN OMBENT OF _ 1 ___—___—__ -- '' L.___—_______ I---I r i BaA'E BIf!®Nfi TEIB ----- ---, I r -- ' I --- -- - ---------/� FOUND?�TION NOTES OOPYi`MW 1 L— I I J� I I - i r____————__ I. REFER TO SECTION 6.0 OF SN-I$HEFT FOR ALL FOUNDATION NOTES. DONBLL OIMER t )Iril� -------- ALL RfNIB RrbBNED --ra I J I I J I ' I 2. REFER TO DETAIL IS/SD-I,16/SD-I, IFA-1 AND IDSD-I FOR —— I _______ INSTALLATION OF HOLDOYN5. G I- — ---T — I I I LL ---------- J I •_.- - `, ---------- J I 5. REFER TO TABLE BELow FOR ANCHOR BOLT SIZES AND SPACING. REVISIONS \\ I I NO. DATE DEBC. �i�T 1 OlA6/05 TRU55 REV' 2 OD/2vos CLIENT REv 5 1o/osios FRMG L---- `"'r., .•..; \ ''% -!, .` 4 OS/O.'S/04 CLIENT REV \♦ j I sroexIXa104. �l _, �-- I r_—�o8 © srooxl2 ell oc. I I I I I I I I I I I I I ® sid6 x 12•0 6.OZ. I I I I I I I I it I rooxl2••Ia OZ. ® N/BXIn contact rJ Qp� I i L T —j cormrs U� ro•O x 12'O 16.O.O. I li I sitlss rI/GX6 NII 4 I I NO. 4Q I I srooxl2 012'O.c. Ex ntdsB N/SX6 sIn s ! B7t6 NII O 6•oG. I 1 _ 9 9 _ IT�Tl 22X� 9 , TJ 22XT I I SLOPE TJ 22XT Z22>0 J O V N aY> 3'-B I I ICI I UL Q- -lot 0 ® � o ALLd U) ALL INFORMATION PROM 1i PLAN INFORMATION PARTIAL FOUNDATION PLAN Ei PLAN APPLIES TO PART 1 AL 12ir;) �T 1 ON PLAN AL�+ATE ELEVATION NN.OJ ALTERNATE EL2VATION N.N.O,) /� Q PLAN 3G SCALE : 1/4• - 1'-0" PLAN 35 SCALE : 1/4" = 1'-0" Q o on v J 3 �-z W WX- t U-1 mJ PROJECT NUMBER 11i IS&lED DATE 01/241/05 PLOT DATE 05/05/04 DRAWN BY: I REVISION BV: H.P. SHEET NO: S-3.1A i SPECIAL FIELD GONSTEIGTION NOTES I.FOIUIDATION DIMENSIONS ARE EXTRAG-TED FROM ARCHITECTURAL DRAWINGS,GON/IS ENGINEERING CALIFORNIA DOES NOT AS--%.._ANY LIABILITY WITH RESPECT TO THESE SYMBOLS LEGEND DIMENSIONS.CONTRACTOR SMALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND WITH FIELD CONDITIONS.GONfRAGTOR SMALL VERIFY THE LOCATION AND SIZES OF All ANCHOR DaT5,HIOLDONN6,EMBEDDED STRAPS AND FRAMING FOOTING MATERIALS.CONTRACTOR SHA.L VERIFY CONFIGURATION AND LOCATION OF ALL _____ ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, PATIOS,PORCHES,AND STOOPS. %//// DROP IN SLAB VERIFY PRIOR TO GOISTRUGTIONI 2.CONTRACTOR CABLES VERIFY TENDON LENGTHS AND ONLY T A TAIL LENGTHS PRIOR TO S SPADES AT 3'-a I/2"2 O.G b SPACES AT S'-b I/2'O.G //// FADRICA71N0 GABLES.COLOR CODING OF CABLES IS OILY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE GONTRAC.TORS OPTION ANY DISCREPANCIES IN BUT NOT 1 x54'A •4 I/b" z54'A •4 1/6' x51 •4 5 6' XSB'A •4• -•---•- REBAR LIMITED TO,DIMENSONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION _.__._._________ _ •_.__._ _ P _ _ ORA_BRIy OESIBMATION SHALL BE BROUGHT TO TM-E ATTENTION OF GOUV15 ENGINEERIMIB PRIOR TO RED-BLU WHT- FABRICATION - - _ P,,p � I B.STRESSING WAND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON IiiBSK�3 9I8 - _ 2x53'A • Ix55'A •4 I/ Ix55'A •4 /b' GO U Y 15 ENGINEERING �-_(_:i)114 TOP - X DETAIL NUMBERCONSULTING RED-RJR 6RN- THE PLANS AT GOHTRAGTORS OPTION.FOR ANGHIORAGE OF ENDS AND GENERAL TENDON SUPPORT LAYOUT,SEE DETAIL FOUNDATION (MALL 1I. GROUP 4.THE FLOOR SLED AND PQUDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN ©' ® DETAIL SHEET NUMBER SHOWN OTHERWISE. P,4D SCHEDULE _ S.DIMENSIONS ARE NOT FURNISHED TO MIMPSON HOLDOi IT IS THE RESPONSIBILITY OF I ADD 4 T!B \• LU CONTRACTOR TO LOCATTETHE CtONTM.NCIOR. RTHESE ANGHO•RSP IN THE EXACT LOGARAMINS r TION REFM TO DOR AMID THE ETAILS TE �DI b.r PROPER x 24"LATION. - Ar 14--di �`�"T• •.12 O.G � I 2'-0'sQ.X la'THICK PAD W(2)f4 EYU Bon. NEWPORT BFJvcIib.PROVIDE STOOPS Cx ,P TIOS •2 AND T O.G. AND HER +RFROM CORNERS IN EP CONCRETE POST--TENSION ADMiSLAB UNLESS NOTED TWERWI YEN CAST INDEPENDENT OF 1_.____.r. ._.....y_.._T._._._ __.__I I CA 92OW 1 :.............. ........... .... ._ 1.... .:..I..........:...........................: K le 1 1 ...... 1... .. ...........1 __r s_ 147 _�_ _J " 'k 1u. L'I 2'-6'9Q.X Ib'THICK PAD W(G)HMN EX 007'T. NEWPORT BCFi r>H»782-18Y2 IN 0ONCRETE MIX C-ONTAIIIINNS CALCIUM C44-ORICE-9 SHALL NOT BE USED. 9.TERIORLOOTI GSMRI MANY R�FEAWNSSL RIE SHALL.OADPL WITH HHSOIL REPORT ---- i ; r---T- - DU C__J� r-r•---^,--��• FA7C (W91762fi921 O.REQIIIREM/ENTS FOR PRE-9ATURATIONI6 OF 911BGRADE 9dL5 AND DAYLIGHT SETBACK OF AND TION STR _ ❑ PALM SPFMM (7B51 S23-50M REGOMMENDAr10Ns. 1----� I ZZ'-1� 1\.I j I I II'-O" N I ! ! 1 5'-0.5Q.X 16•THICK PAD W(4).5 E.KL BOTT. PROHIBITED TO BE IW05ED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING 3 r_{- -, r _ -- j I I ! I G'-6.50.X ID'THICK PAD W(4)»s EH.BO7'f. 8�J BEKAK PE. I2'-0 I / DAYS AFTER CONGREre POUR,IF CYLIMIWER BREAKS INDICATE MIN.2000 PSI STREMIGVIT. I I 1 1 .............1 i•••••••:••••I 1 1 ............ Y T 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE I I -0° :T••••••••••• •••••••••••••<. 1•• .... ... ....1•••1...., ............ ...... ...E••••••••.....;...............;...'E:r i ..... PLACM-ENT AND STRESSING OF P05T TWN51ON TEND". � �I _ I� I E I i 4'-O"50.x ID•THICK PAD W(S)PS EYl BOTT. II.FIN15H GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCTED I I I 2 1 -S N 1 i 4r n r I I 4 I FiE8TPoC11VE NOTICE SUCH THAT RAIN AND IRRIGATION WATER 19 DRAINED AWAY PROM THE Si ___ I I T 1 ' ..•. ••••1 `Ti 1 ! 1 THEE OOMWA d1A1NIi4 NO I2.ALL SITE AND PAD PREPARATION SUCH AS BUT LIMITED TO GRADING COMPACTION OF --Y ` ,'`/I- „ -- 1 01 W-b"50.X IS'THICK PAD W(5)*5 EYL BOTT. BPECNCA710N=AIE 71E BNCUIINE INCLUDED IN TFE SOILS REPORT.CONCRETE SLAB BASE PREPARATION, j /I I ( 1 1 ..........{....•.......�,__. .... ...... ...�•____l„'-• _ _J L_ _ _ ____}__J _.� ..I.. » PIIOPDR11 OF 001A7f AND ALL THE FILL,PRE-5ATURATI ON,SHALL BE q I _ �11..1 __-; PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND ZS I I i ---_ - S 6 (5) MOHWfON wIOMHI= -- ----�---- -- `----- -- ......... - ---- -............ _1_ '-0'9Q.X I •THICK PAD W fs E.WL Gorr. CONsne(IuuroAUPIEFI NM _ y r r Is.A MINIMUM OF THREE(5)CYLINDER5/SI.AB SHALL BE TAKEN TO DETERMINE CONCRETE 1 I r J �' -1..•1 -:-- ' , '-0' I AND NO PMrt OF THEN OM,V»I„ STRENGTH, x s'-b•so.x I6•trii PAD W lb)»S EYl BON. �H PM OR TENDON AND ANGHDRAGE INSTALLATION sInlLTllnw BE IHllr NnoN THBA I.BULKHEAD BY LOCATING THE CENTER OF THE!STRAND BUDLES PER THE DIMENSIONS ON O - --;---1 I"I I 2 1 2 2 1 11. '�.G I MEN"I wnm OONRBR OF THE 5TIRAND PLAN.(NOTE BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 tl ! V OOIM Ei1B!®=o OOIaLTR40 NO TEN910N ON THE TENDONS UNTIL AFTER THE C.ONGRETE 19 POURED). r--, r_____ ..». ...... ... ... ......... 0110Ei ;..... POST TENSION NOTES I I L J '`1 1 1 ❑ :TIP. h. cavrRurt oaAMf eklfffsaM4o I 9 I I Ll ] 1 I I L 1 r I. SEE SHEET PT-I FOR STRUGMtAL DESIGN NOTES AJD TECHNICAL ppw<nq apP amz P.MARK LOCATION aF INDIVILLA ,A4"WI RAGES ON EACH SIDE OF DIRDLE NOTED •, •• 1 k 1 PARAMETERS.GEE P05T TEN510H DE-51GN PLANS FOR SPECIAL ON IL7m N1�91V® 1 k I ALL PER DETAIL(O NOT END DRILL A 5/4'DIMETER HOLE IN PERBULFORMS UNLESS NOTED I I I I 1 I. j' ...__.___�_.._. i 1 I I I E 1 1 C GONSTRUGTION NOTES.TENDON AMC)ANCHORAGE INSTALLATION PLACE. 5E.DO NOT ERECT INSIDE FOR(-d OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN J.LAY ALL THE STRANDS IN ONE DIREOTIOR TEN LAY ALL THE STRANDS IN Tff OTHER I I I I /�. I .... ...........:..... I - NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING DIRECTION.REFERRING TO THE PLAN SELECT INDIVIDUAL DOLOR-CODED COILS OF STRAND 1 I I I I { - i .. )...V-.. •...'....I..... .... �- ..... 1 E .. ....i...I I STRESSINGPREPARATIOHOLC-5 SEALING plp7EgN NOTES,TENDON 5TRES51N6 PROCEDURE NOTES, REVISIONS AND UNROLL THEM IN PLACE.BEGINNINFr AT THE DEAD-END,IF THERE 15 ONE.AT LEAST I6" .•^I `� 4 .:}�L_____ - ���LII7--�+�' _.... -_�.................._ F. .__ I(I. F 716H7 TO THE BULKHEAD 16d'f RIND SHA>ANK RECOMMENDED. i- ( I I I ! r---?-----• ..__..__ "' r "__ ~ I a 2. VERIFY WITH ARGHIFOR LL HAND STRUCTURAL IF BY OTHERS) NO. DATE DEBC. •.- , ;�_ -... G DESIGN DRAWINGS FOR ALL DIMENSIONS`MWI ON OF 5TRAND MUST PA55 THE BULKHEAD J T EACH STRESSING END. I I I q I 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITi 2 NAILS TI POEIT- ED NS AND 4 .............:.............i............:.... . .�........ ..............i I w 07/16/OS TR1155 REV' S.TIE DEAD END IF ANY,IN PLACE APPROXIMATELY 1 1/2•FROM BULKHEAD SUPPORT 50 - L -1--I ARCHITECTURAL L(AND SFOUNDATION TW ONPLA IF OTHERS)T DRAWINGS FOR 2 Ob/21/03 CLIENT REV Ih - - ALL REMAINING DIMEN510N NOT SHOWN ON POST-TENSIONED s 10/OS/OS FRIG WAN. THAT THE CENTERLINE OF THE ANGHORP�GE5 15 APPROXIMATELY 5 1/2•BELOW TOP OF it-_-- I I I I I I I I ; - --- b.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY b'INSIDE THE BULKHEAD. �•• FOUNDATION PLANS. DO NOT REMOVE GREASE.GLIDE END O•P STRAND THROUGH THE HOLE IN THE AMUCHIOR AND ____ 'r.... I I E a 5 4 05/03/04 CLIENT REV 1 VERIFY WITH ARC4ITEGTURAI.(AID STRUCTURAL IF BY OTHERS) DRAWI T STRAIGHTEN TENDONS CURVING THEME SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. 1 SHEAR W FOR ANCHOR BOLT,NOLDOIYI CALLOUT INFORMATION AND 1 1 ADD. 1 I I • I I F I: SHEAR WALL LOCATIONS. THROUGH THE BULKHEAD.LENGTH OF ExP05ED TENDON AT DEAD END IS NOT TO EXCEED 1 Q LACE SUPPORTS AT GABLE INTERSEGrIONS AND TIE THE STRANDS TOGETHER ! I I __._____ W/(2)»4 TOP -I� 1 it 1- 1 r' •9 T I 1 D.CHECK STRANDS FOR TEARS IN PLASTIC,WRAPPING AND REWRAP.ALL TEARS IN :_.._..____ _______._..___l__L__ 1_ 1••••••. } T !I I d '- 14. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPA.GING. WRAPPING,12'OR LONGER SHALL BE REPAIRED. 1 ....••••�•••r••• •..... ... :. .....T. .. ......... .r ------. { .j...... i S. REFER TO DETAILS MA -I,Ib/PT-1,IVl•T-I AND IDA'r-I FOR 9.TENDON PLASTIC,WRAPPING SHALL 56E CONTINUOUS OVER ENTIRE LENGTH TO BE •1••. v INSTALLATION HaL UNSONDED AND PREVENT INTRUSION OF CEMENT PASTE OR L055 OF GOATING MATERIALS. I DURING CONCRETE PLACEMENT. SHEAR 1 f :I Ix2Pb1 •I-1/6" oN OF vowMs ANEL reNDIX1 STRESSING PREPARATION NOTE=S 18' F........... �..F.........:........ r _.'.I ... ..:.-.:k. HOR SOLT TYPE xr _ I.REMOVE POCKET FORMER. ........ III 6• -0' I F 2.CHECK IN51DE EACH POCKET HOLE,M=AKIN6 SURE,THAT EXPOSED PORTION OF ............-. 19'-0• 4'H�' h J� Jl _t -t- :I PI n ® sia e x 1r=40 oG. PARTIAL ALL II�ORMATION PROM , , 1 1 I I ( `--L _t= _-- - X p No. ANCHORAGE IC,CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A .. OR 1 --+----T 1 1 Pa ,! I I I s/bv x 12.6 s2 OZ. RUM A.IDERRER RE FROM DIPPERS BY HAND INTO EACH CRAANCHYON AI P.T FOUND?�T I ON PLAN �� 4 �... ....... __�.... ..._, .;.I�.........:............:L..'..; 4.PUT A CRAYON MARK ON THE 97RANC AT THE EDGE OF THE SLAB,OR AT A CONSTANT BASIC,PLAN APPLIES TO I I _ _ I, OPTIONAL FLAILS NN.0) Ir ' RULE AIRS PROM THE EDGE OF THE 9LP\B.A YELLOW CRAYON AID A WOODEN CARPENTERS L___ p( S/6•HI x 12'.12'OC TENDON STRESSING PROCEDURE NOTES SGALC 1/4 P-0" _..la• L L__-_-'•. ,............. pl ........ R L.. . OPT. UNDER BEDROOM r i r- --� ;3 ; © x I2 .6 LACp «► I.THE STRESSING OPERATION M)5T BE UNDER THE IMMEDIATE CONTROL.OF A PER5ON _ -0" .S Sro•• EXPERIENCED IN THIS TYPE OF WORK;IM/SHHE MUST EXERCISE CLOSE CHECK AND RIGID y I;:-I'. _.I I';,`��r T I I /6'O*z���1�2•.b•O.G. CONTROL OF ALL OPERATIONS. E I ® GwONIDGfHIi6 H Gonlcwt w 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, : 1.........«........ :. GORED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE ''. :... R :...�...I.... _......_ ........ .... I F, ..........'............ ............. 1 I 10 OC CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL ` : q I I ...I._.r.. .•1•••I di w NII ORAWINS OR 2000 poll(MIN). ♦ I k 1 .} '_q• s 12•• 5.ALL PRESTRES51NO STEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EOUAL JACK. ,.-._. 2. 'T,.' ♦♦ �. I I I t �Sjrl r•191oN HYDRAULIC JACKS,EG UIPPED WITH ACC-URATE READING,CALIBRATED HYDRAULIC I M"6■12••12. ON C,44ART SHALL ACZ42WAW 4.THE POST-TEN51ONMG OPERATION WILL BE 50 CONDUCTED THAT ACCURATE ELONGATION _'i I - 1 /� i 1 I r-.r._ ❑ L. '____ I - �.. ............ ....�...1.... ..... ... .. .(... q a f w B%6 NII �,V OF THE PRE5TRE551N6 STEEL CAN I Be(RECORDED AND COMPARED N GOWLITATONS -i--==-_ I `- -------_..__._. 14-_�_ I - - -- \ ; ♦A\....... P3 ...... ........�.. •.•.. �.... ......... 1 n x - SUBMITTED AND APPROVED BY THE STRUCTURAL ENGUEER __ I I 1 f r - 3lu /6'0 z 12'•O.OC. - - 5.INDEPENDENT INSPECTOR TO REGORP ALL JACKING FORGES AND ELONGATIONS AND - i.� --SUBMIT REPORTS TO di ENOINEERIW4&FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF ___j 1 __ _ - -`- �1 • w SX6 NII - to 6.THE MAXIMUM JACKING FORGE TO O%JERGAME FRICTION SHALL NOT EXCEED 60%OF THE I , I I r_ _ __ 1 E .. pa! 1 » 4111, I ULTIMATE PORGe OF THE TENDON I I ------ '�:." - __ - -=- - (41.SX.60.Ss.E ). I I 1 1 .. �_ -._.-.-._._._ ----- "1- STRESSED TENDON ELONGATION EXGEE�S TOLLiRMIGE. I--------- 1 r ' I I r__-_, r r - , "I... X N TABLE•A' OJT I1 1 2 q '1 I ..... .. :. 1 1 L.._...L.......:........T..T....... ....... .-.............. 1 _ T.TENDONS SHALL BE ANCHORED AT A FORGE NOT r0 EXCEED TO%OF THE ULTIMATE --� FORGE OF THE TENDON. I j - ❑ I '� k LT SOUL EXTERIOR INTERIOR ADDITIONAL Q} (41.5 x.TO•26A kili I --_ I 1 LC 2 ! 'I CATEGORY- FOOTING FOOTING)RIB MILD STEEL IN - THE REMOVE 64R RIG OPERATIONS PROCETRESSI G& N FOLLOW, I I / •I...........:...I..I ... .........................1........ .. I - IL -REMOVE GROMMETS AT THE STRESSIW6 ENDS:GFEGIC INSIDE EACH GROMMET HOLE TO 'I 1 I I ' I I I I ADD: ADS. ry 1u EMBEDMENT OVERALL EXTERIOR MAKE• E THAT THE ANG40RAGE5 AR-E FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE -�... I . 1 .. -_ ( I ! I I 1 t �D •} 'y'BELOW THIC404EW"J" FOOTING AND O FROM ANCIORASE WITH A SCREWDRIVER. 1 I I __ P4 1 ' I _ (y-=4 TOP t .............}....�•(21-N4 TOP......LULL.�. a 1pU LOWEST INTERIOR Z to STRESS THE STRAND AT g EACHkSTRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I J L----- i I I I 1 X R' FOOTING/RIB tu W THE EDGE OF THE SLAB.INSERT WEDGES,51PF BY SIDE,BY D A INTO AMC LAS EDGE r , I I I PA AN LU.N. F.-_.. -•. ._.. L 4'-0 PAST : i in D O ....._, ; ----� 1, BYL GRADE 1 1 I __ _ PANEL ADJACENT -SEAT THE WEDGES IN THE A.NC.�MORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO I I I I , r -u H :L. J LULL-`J• - �_ --_--,� __ - - J GATEH50RY I 12" IZ".INTERIOR <.` 1y� THE RAM. I I - 4 I 7Y�/.I i i ....:-. ` SHF_AR WALLS Q V -REMOVE THE RAM. I i I I 1 !W! lrrr=•..•,••••••.•••••• .•...• ..•. sersrr" ONLY N•N.0) %) V/O W -MEASURE FINAL ELONGATION.RECORD ELONGATION. i - --- _ Z J I tfftlflC Q M IF INCONSISTENCIES BETWEEN THE GA.-LGULATED ELONGATION,THE MEASURED ELONGATION, I - I I I I � - - CATEGORY 11 I6• 16" ADDAD O-M»4X �z Q AND THE JACK WAGE READING OCCJIC,THE JACK-WAGE-PUMP UNIT SHALL BE yny,I'I I O O O REGALIBRATE.AN AGREEMENT OF WOTHEN T%UNDER TO T%OVER SHALL BE SATISFACTORY. �/ I I I I GONT. _ 10,TENDONS 5TRE55ED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING I UUIILLyy11 i---i I I I q I a -�- 0RA,ININi TENDONS THAT ARE STRESSi FROM BOTH ENDS AIEN REQUIRED AND NOTED l L____________ I I CATEGORY 111 24• 24" ADD 2-»4 ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN L--- - _ I I I 1 �'. BOTTOM X THAT THE WEDGES ON THE OPPOSITE @N.ID ARE PRE-SEATED AND CAUSE Ml0 SLIPPAGE OF L•J L-____ TJ 22X'1 q TJ 22X7 Z J THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE ry _ __J T -{ 1 I ---1 GARAGE PORTAL 3 GARAGE PORTAL O O H OPPOSITE END.ELONGATION FROM SC i{ENDS MUST TOTAL THE ELONGATION SHOWN ON THE ry IZ Z r, r L I I I I 3 PLACING DRAWIIISS.TENDONS EXCEEDING 100 FEET IN L.ENdii MAY NEED TWO-WAY ? 2'-3" 4'-0" I I I 1 ',. L__J L J �• STRE5SING.1 V I 1 _ CATEGORY I s LOW EXPANSION WUO DYNAMIC/LIQLIEFAGTION Z 11.PARTIAL(OR EARLY STRESSING)OF ZEIDON5,WHEN REQUIRED AND NOTED ON PLAN, I SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) SHALL CONSIST OF INITIALLY STRESSIMICS SUCH DESIGNATED TENDONS TO FORGE OF 6000 I ----- I I Y LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL CATEGORY II :.MEDIUM EXPANSION WO DYNAMIC/LIQUEFACTION Q STRESSING. 1 I I Q 12.EOVELONGATIONS SHOWN ARE BASED ON.70 N p,MEASURED ELONGATION 7%UDER TO T% _ I 1.-- _ SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) �--Z WENGINEERING. CATEGORY IF MEASURED ALONGAYION EXCEEDS TOLERANCE,CONTACT Gd1V15 ---- - _ -- - - --- CATEGORY III ;0 LOW OR MEDIUM EXPANSION W/ 15.TAKE SAFETY PRECAUTIONS AS NECM-)SSARY;DO NOT PERMIT WORKMAN TO STAND DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ ID BEHIND JACKS M41LE STRESSING TEND4�N5. Q HOLE5 SEALING NOTES 5A W/O DYNAMIC/ UM CL ANOUfT SETTLEMENT AND/OR 6 � J SATURATED ALLUVIUM GLEANOUTS, 1.THE REUSABLE PLASTIC,GROMMET FO+IRMS A HOLE 2'l 141 DIAMETER Hi IS TO BE SEE 501L5 REPORT FOR LOT CATEGORY) PROJECT NUMBER PILLED AND SEALED WATER TIGHT. bO339 2.USING A CUT71N5 TORCH,BURN OFF E_XGEW 57RAND 1/2'TO 5/4'BACK IN HOLE.BE CAREFUL NOT TO DIRECT FLAME ON SKIPPERS.USE A LARGE HOT FLAME AND COMPLETE MSS DATE THE GUT AS GUIGKLY AS POSSIBLE. OI/"Z»I/O3 S.AFTER TENDONS NAVE BEEN BURNED OFF,THE CONCRRETE CONTRACTOR SHALL DRYPACK PARTIAL PARTIAL DLOGKOUTS WITHIN 10 DAYS.A NON-METfALLIC EPDXY MIX SHALL BE USED FOR THIS ALL INFORMATION FROM AEI.RF0104ATION PROM PURPOSE.(AN ALTERNATE STIFF MlxTuxE OF TWO PARTS CEMENT TO ONE PART SAID 15 PT. FOUNDATION PL MAmAL-µPLC lA1�N0T) P.T FOUNDATION PL �«.I^�PL, , P05T TENSION FOUNDATION PLAN �`5 Di 05 ACCEPTABLE). OS 03/04 -DERFORMED M LD REINF IN6 GRADE 4L 05 4»4)STEEL SMALL CONFORM TO ASTM OPT. BEDROOM 8 WALE 1/4" _ Pi OPT. DEN W� 1/4• = r-W PLAN 3A GATE .oc RY I I I III scALM 1/4• _ Vi DRAWN EM REVISION W. H.H. A-6ISGRADE bQ I f DIGGER( FOR 54C. ELEl/. ONLY FOR 540 ELEV. ONLY SHEET NO. -STRANDS SHALL CONFORM TO ASTM A4-416 -PROPERTIES OF 7-WIRE STRAND I/2'<71AMETER -I pU NL ATM)- OU b1 S-S.16 AREA-SQUARE INCES LIDS -F NLTIMATU-POU06 4I,s0.'7» 6-ii 2DS00000( -MAXIMUM FORCED 1 pi TO GSCOO» OVERCAME FRICTION -MAXIMUM ANCHOR FORGE(.T 1 p0 28,-1 -UNIT ELONGATION PER FOOT OATq•(PA POUNDS)(12 I1,11C.1E5)AREA E i 5MCIAL Fill CONSTRUCTION NOTES 1.FOUNIVATI ON DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRAWINGS.GOLVIS ENGINERINAG CALIFORNIACONTRACTOR DOES NOT APYAL ANY LIABILITY WITH RESPECT TO THESE SYMBOLS LEGEND DIMENSIONSS.CONTRACTOR SHALL VWFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND WITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE " LOCATION n+dD SIZES OF All ANCHOR BOLTS,HIOLD01"m,EMBEDDED STRAPS AND FRAMING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ARCHIT _ _ FOOTING PATIOS,PO4tCH FEATURES.STOOPS. OPS. A5 BUT NOT LIMITED TO DEPRE5510N5,SLOPES,SH_LVE5, ppp��� PATIOS. A=TO E9,AND STOOPS. �y/�� DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) 2.GONTRAGTOR SHALL VERIFY TENDON LENGTH'S AND STRESSING TAIL TENDON PRIOR TO 5 SPACES AT 5'-0 1/2"3 O.C. a SPACES AT 5'-b 1/2'OC, .'//// AND M A ESE GABLES.COLOR CODING OF S OPTION. IS ONLY IS REPAN TENDON PLACEMENT, AND MAY ESE REVISED AT THE CONTRACTORS OPTION ANY DISCREPANCIES IN BUT NOT x64'd •2 1/2• I x54'd *4 1/b' x54'e •4 I/9" x5T'd •4 3 D' Ix53'd •4 •-•-•-REBAR LIMITED TO-TIC DSHALL BE TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONYaAT10N • , DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF 60UV15 ENGINEERING PRIOR TO RED-BLU WHT-PNK - - ORA_�IL PABRIGATICJN. -----'--_-_ rXsa'e .Z"1/a' - 53'e • 1x55'e •4 I/a" GO U Y 1S PAD NINMBER S.sTRC-SSIr-IG END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT�I./W ON 1 Ixss'e .4 Iro• ENGINEERING THE PLANS ,Y CONTRACTORL OPTION FOR ANCHORAGE OF ENDS AND GENERAL TENDON RED-PUi 6RN- ORA- ADD. _ F§i7 SUPPORT L(i 5L,SEE DETAIL FOUNDATION (5/PT-U' - j (2)-•4 TOP! (2)-.a BOTT. DETAIL SHEET N CONSULTING .THE FLOOR%AD AND FOUNDATION eNALL BE POURED MONOLITHICALLY EXCEPT YR•EN DETAIL SHEET NUMBER SFIOYN OTMERYUSE. I S.E C40NTR.-r-SICiii"S ARE NOT RINFURT19HED TO 91MP90N HOLDOW A IT 19 THE THE CONCRETE RESPONSIBILITY OF I I _...._ _._ •� _-- __°_�°____- GROUP CONTR.ACTOR'.SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE T - PAD SCHEDULE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAIL$ P2 ~/�:ADD 4 TI8 \+ FOR PROPER INSTALLATION. -•�- b.PROVIDE•9 x 24'DOWEL.24'O.G.AND 12"FROM COWERS AT ALL CONCRETE Ib STOOPS PO•RGHES,PATIOS AND OTHER AITACHHENT9 WHEN CAST INDEPENDENT OF I 3 r- -I / • POST-TENSI ON%AB UNLESS NOTED OTHRRWISE. __._ - ____ Z'-0"5Q.X ID'THICK PAD IV!2).4 EYL 80TT. fa, \ 4100 CAMPUS DRNE !._._._.__.r---� I 1 i ,.A QUIRE RES 5 CONCRETE MIX CONTAINING55RACALCIUM CHLORIDES SHALL NOT BE USED. I I I I :............• ....-....-....'....... ••• .......FOR AND PORT EXTERIOR OF •••••:•.......••.••^--- ..•• .....-. �, 2'-6'90.X ID'THICK PAD W/(5)M EYL BOTT. NEWPORT SCH: (9W 762.*12 _ �--'--r I r--- i- T I I'-0' FAX (949)762fi921 EXTEROR FOOTIN65 FROM ANY DESCENDING SLOPE SHALL COMPLY Wlhl 501E REPORT - I _ _ _, t --- T I 9.ROOF,0FL.2OR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY r____�. I 22LIh - .I J P4 j I 5'-0'50.X ID'THICK PAD W/(4)•5 EYL BOTT, PALM SPRMK3G (16D)929-6080 DPROIiIBAPTER°GONGIIMPOSED �°POUIF%AND R1ORBRGAI;7RESSIN6�BEGI ZOOO PSI�9ITRENGFIT. I 2 i 12'-O 1 �I I D SPECIAL-INSPECTION IS FOUR, RED FOR THE TENDON I INDICATE MIN.2 00"1ETE a-O• ! :I•_••.••••••:.•...........:..............:.... i.......:... 3-b $Q.X ID THICK PAD YV/(4).s EYL eoTr PLACEMENT AND STRESSIN6 OF 1-05T TENSION TENDONS. .___....-._ ................ " "' ..••.... •.......• ....•••. ........... ._ . II.SUCH TH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE GONE TRWTED I �Z H :i 1 / "' _ i............. :SI.IGM TWAT"RAIN AND IRRIGATION WATER 19 DRAINED AWAY PROM THE%AD. �^! `- L 4-0 90.X ID THICK PAD W/(5)05 EA BOTT j•• BATED J.BEKANt PE 12.ALL 51TC:AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING COMPACTION OF f---- q I I r I: j :A.I L i I .T RESTRICTNE NOTICE THE FILL,PRE-5ATURATION AND CONCRETE SLAB BASE PREPARATION,SHALL BE - ' -' �r i I tl1THEW DEI OPAVANGR AND I I i 4-6 SQ.X ID THICK PAD W/(5).s EA LiOTT. M'ECF%`ATg11!ARE TIE OC1RIt1VE PENS-IIDD IN INACCORDA-4 THE SOILS PWITN THE SOILS ENGINEERS RECOMMENDATIONS AND Iy i i T r 'r.... ! I PTPROPERTY OF GOUNIG 17.A MININI/M OF THREE ...:••••••......: ......... I OONKLTMO(3)GYLINDERS/SLAB SMALL BE TAKEN TO DETERMINE I I I I •I' P.AM ALL �lI+...... ...�.. ... . G 5'-0'50 X ID"THICK PAD YV(5)•5 EA BOTT. rFORA WON MOM E CONCRETE III I 38'-O" - ANDI .T IRECIPENIHESE ORALMRiB STRENGTH. r _ J'I I I 5'-b'S0.X ID'THICK PAD YV(b).5 EY1 BOTT. I/�N BE OOPEq T0.4YF9EWNG . .. REPRODMEA NOR CAN ANY i !TENDON A� u INSTALLATION NOTE �.- B B'$' I f'.. r 1 -- _ I.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON 0 �% `I I I!f I , (NOi SRRICIUEB BE MILT RID•I T11BI To BENO TENSION ON THE UNTIL AFTER THE CONCRETE 15 POURED). I o POST TENSION NOTES GOUI n0 GROUP 2 MARK LOOGATION OF INDIVIDUAL ANUiORAGE5 ON EAGM 51 E BRACE F BUNDLE CENTERLINE STIRAN=PLAN. TE.BULKHEAD DOES NOT HAVE P LATERALLY,THERE IS P4 L J ilz \�_-^............ .......�....© :TMP•........i..........................'............,...... .r it _t_.. i }_ .T PER DETAIL(4/PT-1)AND DRILL A 3/4"DIAMETER HOLE IN BULKHEAD UNLESS NOTED Q _ ^O/4 -J p - « rt� � OTHERWISE. DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN I I :I ,L 2 j i I. SEE SHEET PT-I FOR 5TRUGTURAL DESIGN NOTES AND TECHNICAL PARAMETERS.SEE POST_ PLANS FOR PLACE. I ..: T CONSTRUCTION NOTES,TENDON AND$IANGHORPGE INSTALLATION DIRECTION.3.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER IAL ALL DIRECTION. REFERRING TO THE PLAN SELECT NiI DOLOR-CODED COILS OF STRAND j I I I - - i I NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING AND UMROLGL THEM IN PLACE.BE6IMIING AT THE DEAD-END,IF THERE IS ONE.AT LEAST ID" I I - : : - caeMunolna • Q I PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, OF STRAND MUST PA55 THE BULKHEAD AT EACH STRESSING END. ! I q I "'} -}- - .. .... ... ..••. ... .... ••!•} STRESSING HOLES SEALING NOTES. REVISIONS .. ----- Q 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH Z NAILS I TI - --� - I❑I TIGHT TO TI-E BULKHEAD.N PL RIND SHANK RECOMMENDED. i I I _._ __.__ ..--i 2. VERIFY WITH ARGMITI:GT/RAL(AND STRUCTURAL IF BY OTHERS) NO. 0117E DEBC. ------------------ 5.71E DEAF-END IF ANY,IN PLACE APPROXIMATELY 1 In'FROM BULKHEAD SUPPORT 50 j I I r - DESIGN DRAWINGS FOR ALL DIMENSIONS REFS ON THAT THE Gll11ERLINE OF THE ANGIiORAGE9 19 APPROXIMATELY 3 In'BELOW TOP OF j I I I SLAB. L---- -----J ® I ............:............. .............7............. .. ; L FOR J J POST-TENSIONED FOUNDATION PLANS AND REFER TO ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS)DRAWINGS 2 08/21/03 CLIENT REV b. N STRESSING ENDS,REMOVE WRAPPING R APPROXIMATELY O INSIDE THE ANCHOR AND - ALL REMAINING DIMENSION NOT 9110b1.1 ON POST-TENSIONED TH NOT RTN-e BULKHEAD. KHEA5E.SLIDE Elm OF STRAND T/M N AT THE HOLE IN THE ANCHOR AND I $ ••..• 5. VERI�F1ATION PLANS. WITH ARGHITEGTURAL(AND STRUCTURAL IF BY OTHERS) THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED ---- l I 12". 1 _ T.STRAI6iii TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. 1 - LDOhPI GALLOUT INFORMATION AND S 10/03/03 FRMG YRAL PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. _ I : _ AR LOCATIONS. hl Li_ ��D.CHECK S�RA.NDr FOR TEARS IN PLASTID YRAPPING AND REYRAP.ALL TEARS IN `..,I•� -I; YI.,r I �9'-1 I/� 4 REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND 5P I MAKINIS FOR ADD. _T .I,..i......-...'.:i WRAPPING 12'OR LONGER SMALL BE REPAIRED. (2)-M4 TOP t .......I.'..._1....................................................................... ;-..�...... ...-... I ...........r................-..... .............:�.:. SHE WN1ANCHOR BOLT HO IN6. 9.TENDON FEASTING WRAPPING SHALL BE GONTIN1CL/9 OVER ENTIRE LENGTH TO 0e (2)-.4 BOTT. O^ g. - - /PT-I AND ID/PT I FOR UNBOWED~PREVENT INTRUSION OF DEMENT PASTE OR LOSS OF COATING MATERIALS T DURING CONCRETE PLACEMENT. -..____ -I ! ... I �0 Ix2PINK•I-1/b' ON OF 15NOLDDOYN9. TENDON 9TFiE951N6 PREPARATION NOTES i . I; ._ _ NS ALLA ANCHOR BOLT I.REMMOVE POCKET FORMER. - - �!Q ..i SPACING ------� I n ALL INFORMATION FROM Iq {. 1... ....... ..-;_...........:.....• Z.CHECK INKS PE EAGM POCKET HOE,MAKING SERE,THAT EXPOSED PORTION OF _ PARTIAL ............. 1 1. ® g MJGNOIRAGE 19 CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A a - a 'O x 12'•4D'OZ. SCRAPER O•R SCREWDRIVER. I I' 3 INSERT F PAIR OF GRIPPERS STRAW HAND INTO EACH ANCHORAGE. P.T FOUNDATION PLAN BASIC PLAN APPLIES TO : --- - 4.PUT I GTtAYON MARK ON THE STRAND AT THE EDGE OF THE SLAG,OR AT A CONSTANT OPTIONAL PLANS(U.N.OJ I rDIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS L---1----� -- i L RULE ARE RECCOMMENDED. I'-0" .... 1 I I(j © Sro'O x 12'•S2 OC ................:... r OPT. UNDER BEDROOM 7 L: r --__-_- x 12 .12 LA TENDON$TIM:E591N6 PROCEDURE NOTES :-_.. ID•' •.• '•x 12'•D'OO. I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON .. I L - G,.. ..HIY ..,5 ...i � Sro q ® Sro EXPERIENCED IN THIS TYPE OF WORK;HE^._MUST EXERCISE CLO5E C 11i AND RIGID �' I: ® tix 12'•Ib"O.G. 5X 111 fn contact W CONTROL Or ALL OPERATIONS. \: `j I g_D•: \ 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, \ - GORED UNDER.NOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE .. ........................... .j••..........:.............:......-..... -......... .. CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL ;. , DRAWINGS CPR 2000 psi(MINJ. \\ - .......•• - W O 9. q . 3X6 0•• 3.ALL PREETRE991 E STEEL SHALL BE STRESSED IN MEANS OF CALIBRATED OR OTHER EQUAL _._.._..... ... - _._.. - _ q PT � S TIMIGK.SLAB '� HYDRAULIC JACKS,EQUIPPED WITH ACCURATE READING,ACCOMPANY MYDRAU.IC \ : POST TENSION i E PRESSURED GAUGES A CALIBRATION CHART SHALL AGC,ONMPANY EACH JACK. ADD- \ C. o a J .kN.�oxa sIn •1r 4.THE POST--TEN910NINB OPERATION WILL BE 50 CONDUCTED THAT ACCURATE ELONGATION - -.. ;- ..__� I i .44 BO OF THE FRESTRE591N5 STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS .) ❑ - -i---- _M \ , I ..........._:.............:............:.. .SUBMITTED.•AID APPROVED BY THE STRUCTURAL ENGINEER. - I..___--�.. .................................. ------------ -- I t t t =. 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND L- --- ----- ,- _ - s� SUBMIT REPORTS TO SLUMS ENGINEERING FOIR STRUCTURAL ENGINEERS APPROVAL ONLY IF -----_J _._ L __ D OZ. - a {\I c.. r- III ��` < .m Qww STRESSED T-ENDOI ELON6ATIOIaEXCEEDS TOLERANCE, r------ - _ _ 5 -;.x 12-• PT as w sXe IS.THE M.A'L=R•1 JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED DO%OF THE I ,, - I - I I ULTIMATE f -E OP THE TENDON. A I x w 1.TENDONS FORGE OF 5H L.L BE ED AT A FORCE NOT TO EXCEED 70%OF THE ULTIMATE ; L--- p I, ...•...... (4I.5 x..D0•55.0 kIP.), TABLE•A" (� I q 'I I I a (4I.5 x JO•2PA KIP.). I I 11.-3, -J n SOIL EXTERIOR INTERIOR ADDITIONAL G.THE SIRE-SING OPERATIONS PROCEED At POLLOkE% . • .. -REMOVE 6WROI`MNTETS AT THE STRESSING ENDS;CHECK INSIDE EACH GROMMET HOLE TO ATEGORY FOOTING FOOTIN6/RI MILD STET I `� I 4 I 3 I µJj EMBEDMENT OVERALL B EXTERIOR L N -I MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE _....I .; (.--_ I...-...... ..........:.. FROM ANCHORAGE WITH A SCREWDRIVER. I ( .. !, ... B 5'$" (- 1 - THICKNESS -INSERT WEDGES,SIDE BY SIDE,BY HAND INTO LAB EDABE. r.-' - I�4 I I ""-"- ... _ _ ACb.:. -.:.lDD. ..;.�.. L..�- , Y p • 9 yBEg�OW INTERIORAND . T PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE PROM P4 I I j (2)-.4 YOTT.T �� lu -114 rBQTT I COMPACTED THE EDGE OF THE SLAB. j I _ '�7 I OOTIN6/RIB -STRESS THME STR.AID AT 77 kIP.. L_ L•4'-O"PAS :L•4'-0'PAST O J i N _ r SEAT THE M^ED6E5 IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO I f - L J ! I REMOVE TINE RAM. �.�. �---y--- .. _. PANEL.E.W. .PANEL E.W.: -�-j CATEGORY 112E 12"•INTERIOR de 0 !M- - --- -- --- - -/4 I �_ j :Me srra• "'` SHEAR WALLS 0� //\0 W I - ONLY N.N.oJ \//J -MEASURE FINAL ELONGATION.RECORD ELONGATION. _ I I � (y� q.D INCTHE JAI 15TENGIE9 BETVEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION, I 1 '- - CATEGORY II Ib• IV ADD 2-64 Z IL AND 711E JACK ROAST READING occue,THE JACK-COACT-PUMP UNIT SHALL BE I I I _ BOTTOM x O d REGALIBRAT-E.AN AGREEMENT OF WITHIN T%UNDER TO T%OVER SHALL BE SATISFACTORY. I 4 GONT O 0 IO.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLAUN6 I r- -, I I - DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED IL AND NOTED L------------ I I I q I TI CATEGORY III 24" 24" ADD. /L THAT THE ON RAN NEED TO ON BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE 5HOYW -PPAsE orI I TJ 22X'T q TJ 22X7 BOTTOM x Z U- PLAC ITT E ELONOATION FROM BOTH ENDS MUST TOTAL THE ELON&ATION E OPPOSITE END ARE PKE-SEATED AND CAUSE No 9HOYN ON THE `T -J -_ L--- ------J SARAISM PORTAL GARAGE PORTAL GONT. J THE TENDON-THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE I O O U $IRE NDR_AY11NG5.TENDONS EXCEEDING 100 FEET IN LENGTi5 MAY NEED T tO-WAY � 2'-9" 4'-0' I � a. ;n� � II.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON RAN, \\ I - -_ CATEGORY I,•LOW EXPANSION W/O DYNAMIC/LIQUEFACTION Z I SMALL(2 V 1ST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORCE OF D000 j 1 SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) LB AT(2 DAAYS AFTER CONCRETE PLACEMENT..M THEN FOLLOWING UP WITH FINAL 1 CATEGORY II •MEDIUM EXPANSION YVO DYNAMIC/LIQUEFACTION STRESSING. l ' O ER 15 AC LP BL1.I ARE BARED ON.TO!Pu.MEA'EEDSUREV TOLERATION T%UNDER TO T% I li SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) Z ui U Z OVER 19 AGGEPTABLE.IF MEASURED ALON6ATION EXCEEDS TOLERANCE,CONTACT GOINIS "' "'-".-- -- -.-,. _. I W Y VICHENSI1•JD JACe. CATEGORY III •LOW OR MEDIUM EXPANSION Vi/ O T C NID 15.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ M� BEHIND JAGK9 WHIT 9TRES91N6 1'ENDONL9. OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/E • m J 571RE551NB HroLES SEALING NOTES SATURATED ALLWIUM GLEANOIITS, I.THE RAW 'SEE RASTIG GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE SEE 501L5 REPORT FOR LOT CATEGORY) T NUMBER FILLED AID SEALED WATER 7'16Hr. PROI 2.USINIG A GRITTING TORCH,BURN OFF EXCESS STRAND ARI E HOT BACK IN HOE.BE G E CLIT NO'"T TO DIREST FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE THE AFTER TI GUOCKLY A9 POSSIBLE. PARTIAL PARTIAL I�DATE B.AFTER TENDON5 HAVE BEEN BURNED OFF,THE GONLRETE CONTRACTOR SHALL DRYPACK OI/�9/03 DLOCKOUTS WITHIN 10 DAYS.A NON-NETALLIG EPDXY MIX SHALL BE USED FOR THIS ALL INFORMATION PIRONI ALL INFORMATION P1 om ACCEPURP TABU-E ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND IS PT. FOUNDATION PL �IOT'I'°�''PLANS A A,° P.T FOUNDATION PL o�PrioNA'�PLA B Toy POST TENSION FOUNDATION PLAN PLOT DATE: ACCEPTABLE). 05/03/04 TEGHNIGAL PARAMETERS NOTES RC sc/°�I-e 1/4" I'-o4" - " " ' ,�-o I sca-e va• = r-o" DRAWN BY: RENT BY: ISISRAED MILD REINFOING GRADE 40(.5!.4)STEEL SHALL CONFORM TO ASTM OPT. BEDROOM 8 OPT. DEN PLAN 3A (CATEGORY sc°,Ls: v4 A-bISGRADE 60(11'S R BIGGERI H.H. - CONFORM TO ASiM A-"b OR B$G ELEV. ONLY FOR 54C, ELEY. ONLY SHEET No: -PROPEIRTIE�oP 7-WIRE STRAND In'DIAMETER r ppuu(LLTIM,mZ 210 k.l -ARREA-9QU/VRE INCHES.IS S -F lULTIMATM-POUDS 4I,5O0. 1 -MAXIMINM FGRGE(D r pU)TO 33,000•OVERCAME FRICTION -MAXIMUM A..TYNC1iOR FORCE(.T r S.)2D,R00. -UNIT ELON S ION PER FOOT O.OTq"(PA POUNDS)(12 INCHES)AREA E i SYMBOLS LEGEND FOOTING DROP IN SLAB(VERIFY PRIOR TO CON5TRUCTIOW RESAR )21 ® PAD NJMBER GOUVIS ENGINEERING DETAIL SHEET DETAIL SHMEEKEET NUMBER CONSULTING PAD SCHEDULE GROUP 4400 CAMPUS DRIVE 2'-0'So.X ID'THICK PAD W/(2)04 EA BOTT. NEWPORT BEACH CA 92OW 2'-6'SO.X 15"THICK PAD W/(5)04 EA BOTT. NEWPORT BCH; (949)752-IM FAX (949)752-M 5'-0'50.X ID'THICK PAD.W/(4)AS EA BOTT. PALM SPF*M (70 323-fiM 5'-6'50.X ID'THICK PAD W/(4)05 EA BOTT. BAEED J.BEKAK P.E. 4'-0'50.X 16'THICK PAD W/(5)a5 EA BOTT. RESTRICTIVE NOTICE mm Onamm mAwm B,AND M 4'-6'50.X lb'THICK PAD W/0)INS EA BOTT. ME TIE EXCIUAYE PIIOPFRIY OF GO"ENOI EERING OONBILTBIO amp,,ANC A 5'-0'50.X ID•THICK PAD W/(5)05 EA BOTT. WOM M1ON WHOM• CCNFEEN ML TO ALL RCPIM AND NO FARE OF THM ORAVIRM 5'-6'50.X ID'THICK PAD W/(6)05 EA BOTT. CAN IN COPE{TINNWOMR,Olt REPRODUOE06 NOR CAN ANY BTRICIIBFB BE BOLT FROM THEM POSTTENSION NOTES """�""""�'°°"'E"" Ix35'A =2 5 b" IX24'A -2 I/2" 4 4 OROIF RED-PNK RED-BLU YEL-FUR YEL-PVR OOPYRmR oOUYre FNaP�x7 xS9'A �g I. SEE SHEET PT-I FOR 9TRUGTURAL PE516N NOTES AND TECHNICAL CONVLTNO OIIOIA 200t WHT-SRN PARAMETERS.SEE P05T TENSION DESIGN PLANS FOR SPECIAL ALL ROHIB REBBNFD CONSTRUCTION NOTES NG CONCRETE ,TENDON AND AHORASE INSTALLATION NOTES, ORETE PLACEMENT NOTES,TENDON STRESSING PREPARATION NOTES,TENDON STRESSING PROC RE EDU NOTES, REVISIONS 5TRE95145 HOLES SEALING NOTES. 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESC. DE51614 DRAWINGS FOR ALL DIMENSIONS 5HOWN ON I OT/I6/05 TRU95 REV' P05T-TENSIONED FOUNDATION PLANS AND REFER TO ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS)DRAWINGS FOR 2 0&/21/05 CLIENT REV ALL REMAININS FOUNDATION PLANS. ION NOT^ IY81 ON POST-TENSIONED 9 10/09/05 FRM6 WAL • ,III _ - L I I 4 05/05/04 CLIENT REV 1 1 r— r---� 1 I I VERIFY FOITHR ANCHOC URALISOLT, OLOOHNAND UCALLOVTTURAL F BY OTHERS) FORMATION J L J - J L DRAwINS FOR ANCHOR BOLT,NOLDOMe GALLOUT INFORMATION AND ---- Ll— --------t l- — SHEAR WALL LOCATIONS. L--------------i LT I I I I I 1 L_,________ __� L_____� -^� L ' —___ _ __ INS. _, � i V 4 REFER TO TABLE BELOW FOR ANCFIOR BOLT SIZES AND SPAG -- _-� ❑ __ J L L 1 I I 5. REFER TO DETAILS 15/PT-1,16/PT-I,IT/PT-1 AND ID/PT-1 FOR - I I Q I r�in I J I I i INSTALLATION OF HOLOONEL4. r---- `-r l-' � I I I IY � I �T' - J I I I I ANCHOR BOLT �BBn,,_ PANE SPACING I I I I I I I .... ® 5/a'o x 12'a 4D•O.C. I I L--�---) I I I I I I a •� \ � I I Na I I I �i 5/a•o x Ir a 52'o.c. �- 1 I I I I x I_i PI PI PI .4...... l..l 1 1' i g \ I I I I I © s/a o x 12 a Ir oc. a J I I I I I PI I LL----r Z --r Z---- ,I 11 (,0 I I _. r -� n w ��; I. I I I •'� r L -� ® WWO x 12•a a"O.a. CP i �---_J L____ f--� -- l IL "> L---_� L _— �_-,0 J L- ---------- ----------- 1 , --"I I ® 5/b x 12'•16"O.C. __ ! I ap _� ___________ !, Xallihcontact w/ ----------- J I L--J----i i— L -- L�_J r— concrete I m0� r --1 �----y I----- J I i I _� x I I I I I _� D u , I I I I r - I I I I I r awes✓✓3X6 aiZ'•16'oC. 5'THICK SLAB 5'THICK SLAB 2 SPACES AT 5'-b"O 1 I 1 I I 1 SPACES AT S'_b•O 1 1 I I I I 5/D'o x 111 .IT OZ. Q V POST TENSION P057 TENSION I I I I I li awes /EX6.u1 w 2xI =T • I : 11 I I 2 Di I I I I I ED PUR-RED I s✓3�oe".12 a a•OZ. o - 1I - _ I v~ pww �,J �..._-f ---- . ......J...L._______________J x L _� �...L. -r ——— t........ x TABLE"A" Oaf — . -- - _ J r--- ----- , r---1 --------- 501E EXTERIOR INTERIOR ADDITIONAL r ___: -� r Q O 1 1 I 1; O I I I 1 CATEGORY"• FOOTING FOOTING/RIB MILD 5TEEL IN EMBEDMENT OVERALL EXTERIOR _ .... ........... BELOW T THICKNESS"J" FOOTING AND q 9 9 ...........: ............ .............:.....l...l....:......1.:.. TJ 22X'I 5 5D3 TJ 22X'i _ .1........... .... ....(...I....;......J.:. TJ 22X7 SD3 TJ 22X7 OWEST INTERIOR S"II cv I I I I n N 'SLOPE :SLOPE ADJACENT FOOTING/RIB Fi PERPER �--� GRADE _O O y a - I I I TI PAc D z0 .......:.............C.... ..._...... ..-.. _ CATEGORY �MI2" 12"a INTERIOR a I...........: . �...I. SHEARw XX .J�_B,�11 x i.. ....I..i.... .i. WALLS < W �/�O W I I I I: ONLY(UN.OJ a -- — � m L__ _---- --- —_J L _J: m _L 1 I: 8'-S" CATEGORY II Ib" Ib" ADD 2-P4 z .f BOTTOM x N ,1_51 Q SC 5'-a11 Q IL CATEGORY 111 24" 24" �D 2-e4 IL m ~ O177� ® BOTTOM x J CATE(S0RY I :O LOW EXPANSION W/O DYNAMIC/LIQUEFACTION M W SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) J W CATEGORY 11 :a MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION m F Q SETTLEMENT,SEE 501L5 REPORT FOR LOT CATEGORY) Z Lu WALL yzy�J Z GATESORY III :a LOW OR MEDIUM EXPANSION W/ � =t Ul ALL INFORMATION FROM BASIC.PLAN INFORMATION O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ Q F-F��--� ■ (q�N`O PART I?�L POST TENSION FOUND?~T I ON PLAN °'s" 'TI To PART 1 AL POST TENS 1 ON FOUND?�T I ON PLAN ALTERNATE ELEVATION NxO) OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/oR a � BL ■E-Q m J ALTERNATE ELEVATION N.N.OJ SATURATED ALLUVIUM GLEANOUT5, ■ PLAN 3B (G,4TEC ORY 11 4 1 1 1) SCALE 1/4" o I'-•O" SEE SOILS REPORT FOR LOT CATEGORY) 6055-1 PROIECT MASER: PLAN 3G (G,4TEGORY II � III) scALe : I/4" ' I�-o�� 0339 ISSUED DATE 01/29/03 PLOT DATE 05/03/04 DRAWN BM 1 REVISION BY: H.H. SHEET NO. S-3.1D SYMBOLS LEGEND FOOTING DROP IN SLAB(VERIFY PRIOR TO GONSTRUOTIOW •—•—•— REBAR 9 ® PAD Nd•1BER G O U Y`7 1S e DETAIL NUMBER ENGINEERING DETAIL SHEET NUMBER CONSULTING GROUP PAD SCHEDULE 4400 CAMP(IB DRIVE 2'-0.50.X 16•THICK PAD W/(2)04 E.K GOTT. pEWPORT BEACH CA 9Z990 7-6•SO.X I6•THICK PAD W/(a)04 EYL GO, NEWPORT BCH: (90 752-TM2 FAX (90 752-M S'-0'50.X I6•THICK PAD IN(4)05 E.K BOTT. PALM SPRING& 00 323-M 5••b'SO.X 16'THICK PAD W/(4)s5 EA 80". SAEED 1 BEKANI PE 4'-0.90.X M"THICK PAD YV(5)s5 E.K 50". RESTRICTNE NOTICE THEE OEEIdQ ORNIMM AM 4'-&'50.X IS"THICK PAD YV(i)05 E.K BOTT. 11PRO ATRW AM THE 81GARM FROFEIRY OF 001/T1t"/OF®INA 00NIILTNO 011",,AM ALL 5'-0'50.X 16•THICK PAD W/(5)s5 E.K GOTT, NKIFAWWI/s1OM1" CONMBIINL TO ALL RIEPEMe AM M PAW OF TNEIIE a VMM 5'-6•S0.x 16'THICK PAD W/(b)05 EA BOTT. 001 N OOPM TPANGF9RM OR F04 0DUOE06 NOR CAN AW 81RCTUIEe N PAT FIRM 716t POST TENSION NOTES QR*EM 0"am oa1H.e1�1®.a ooN"L,Na Ix35'A =2 5 8' I%54'A =2 1/2" 4 4 GramRED-PNK RE YEL-PUR YEL-PUR ool tiv1rt Douro"1a11�"1(t VT =5" I. SEE SHUT STRUCTURAL FOR STRJGAL DESIGN NOTES AND TP IGAL OONNLTN0 91011P f00R T PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL ALL RI*n RH®NED CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS STRESSING HOLES SEALING NOTES. 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESQ DESIGN DRAWINEf FOR ALL DIMENSIONS 5HOYN ON POST-TENSIONED FOUNDATION PLANS AND REFER TO ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS)DRAWINGS FOR 2 OB/21/05 CLIENT REV —�— ' '' `--- 1 FOUNDATION PLANS.ALL REMAINING DIMENSION NOT SMIOWN ON POST-TENSIONED S 5/05/Oa LIEN - r , I f 1-= S. VERIFY KTH ARCHITECTURAL(AND STRUCTURAL IF EK OTHERS) I - - - 4 05/05/04 CLIENT REV ; DRAruN9 FOR ANCHOR BOLT,HOLDOYa+cALLouT INFORMATION AND. --- I,: ---- -------- ---------- I ��— -------- _ 1 f -- I I ' i�. �L_-----------I I I I _—_ 4. REFER T 1 SHEAR O LABLLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. C��-yy-Jr J' m— �—— — — —J I. �1 I I I ���—^——— J I S. REFER TO DETAILS 15/PT-I,16/1-T-I,IIA-T-1 AND ID?T-1 FOR . L J I INSTALLATION OF HOLDOYNS. T j PANELSHEAR T I I TYPEk SPACING I T ,. . ............:.............c.......................................................................... . {• ® 5/6.6 x 12'0 4e'o.C. i 5/614,x 12.6 52'O.G. .. EUga. .........:II ..I............... ..........................II. II II © cancVe�xs 12'.12'OG. OF r S .l6'OG.X1h, ot rl—.LL r ® s/e mx12 •a oc.A .. s/e o x Ir.Ie D.C. skies W 5X6 all SPACES : I 5"THICK SLAB I : 1 5'THICK SLAB I �Q AT B'-D'O POST TENSION I 2 SPACES AT POST TENSION I /a'o x I2'"12'O.G. aGse W SX6 slll I -RE -RE : O1 _ I - I ' ••} D I ' ." /6'e x 12'6 6'O.G. W 5X6 sIII 0 n I i J -t I -------------------------JI 'I _ ----------------- - ----... I �JOC f : ..........:......I' ..................... .... .... __. l TABLE"A" --- ----�... . __- O I o I ® i SOIL EXTERIOR INTERIOR ADDITIONAL XZ GATEGORY== FOOTING POOTING/RIB MILD STEEL IN I.'. rTl 999EMBEDMENT OVERALL EXTERIOR .............................:•••••••••••••.i.......1 22XT 3 SD3 7J 22XT _ ....... ......... ........... ........ .. TJ 22XT SD5 TJ 22XT "y'BELOW THICKNESS"J" FOOTING AND ` r •I•• I: LOYESTADJACENT INTERIOR IB F i PE:R I, Ti I .. I. 4 COMPACTED OOTING/R O N IL F 7 I i c ........ ..... ........ ....... ..........i........................... .. : CATEGORY IGRAZ E 12"O INTERIOR _ SHEAR_ rAwlu aa sl _ I ONLY N.NOJS Q OJ CATEGORY 18 18 04 tl L--- ----r•----'---- -J' L--- -� GA II " BOTTOM Z � ------ - - lu ---- --- — to GONT. ® 0 CATEGORY III 24" 24° ADD 2-04 BOTTOM x IL V CONT. 4* ILJ m F U CATEGORY I,"LOW EXPANSION W/O DYNAMIC/LIQUEFACTION ~ SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) J m CATEGORY 11:.MEDIUM EXPANSION W/O DYNAMIC/LIQUEFACTION Q SETTLEMENT,SEE SOILS REPORT FOR LOT CATEGORY) d� Z W( �z1 Y ALL INFORMATION FROM CATEGORY III:•LOW OR MEDIUM EXPANSION W/ ` < 1!11 ALL INFORMATION PR PLAN AC OM BASIC AN APPLIES TO DYNAMIC/LIQUEFTION SETTLEMENT AND/OR HIGH EXPANSION W/ �l Ul PARTIAL POST TEN51 ON POUNDAT 1 ON PLAN BASIC FLAN AEVATI N( PARTIAL POST TENSION POUNDAT I ON PLAN ALTERNATt eLEVATION NxoJ OR UR DYNAMIC/LIQUEFACTION SETTLEMENT AND/oR• � � � m.4 ALTERNATE ELEVATION N.N.OJ SATURATED ALLUVIUM GLEANOUTS, ROX-ar NUMBER: PLAN 3C (CATEGORY 1) Se-ALE 1/4" ' ''-0" PLAN 35 (CATEC OR`( 1) x"L° ° 1/4" ` ''-°" SEE SOILS REPORT FOR LOT CATEGORY) P 60839534 MOM DATE: 01/241/05 RAT DATE; 05/05/04 DRAWN BV`, I REVISION BY: N.N. SHEET NO. S-3.1E I 1 II ICI I � I SYMBOLS LEGEND 4x6 4,& 11 x r ® POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEFIBER PER SGHEWLE +\ SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE PLF•100 PLF•100 i F :. h ,, ,. 1'u SPAN AND DIRECTION OP DECK MEMBER PER SCHEDULE / II' COUNTS __... ________ r__I. __ 1_ _. ._____-_I -__ ___-_-___ \__-_-_ _--_ _.._ -__-....-_ r__ r• SHEAR PANEL NUMBER.REFER A SHEET SDI - X FOR PANEL TYPE,PANEL LEN�HT NOTED l ON FRAMING.FOUNDATION PLANS. ENGINEERING CONSULTING DETAIL SHEET NUMBER GROUP BEAM NUMBER,REFER O ISOUVIS ENGINEERING CALCULATIONS CAWFW Di ROOF FRAM I PAN OFFRAM I N N FLOOR FRAM I NC PLAN FLOOR FRAMING PLAN ® NUMB 4"NIE-WPM BEAM ,.< BEARING,WALL PLAN A�-E GED----- �•�E ' I/4rr = I-o• P N 3B 4 3G ENHA�N ED x,Le I/4• = I-o• PLAN ! A!A -ENHA+NGED _____ �`�`.� ' I/4• = I-�" PLAIN 3B 4 5C ENHANCED xAL1! : 1/4• = "-0' CALIFORNIA F NEST "))m-,6,>� elm - ST22• ® FRAMING FA X (SW 762.5921 PALM SPPoN(36`. (750)9236080 VBOV BE O"ow W/PosT A ..--.... A ',.., II p' II 19 5 4Xa -�.-----_ 12 KEYNOTES aAeED d BEXAM PE —• 4A Oj CONTINUE SHEAR PANEL THROUGHWALL ® THEM DEIIIWA MAWHOA AND 2 RESTRICTIVE NOTICE 1 1 0 sTwAP(s)OR raLvorw ABovE p 5 PLYWOOD AROUND OPENING PROPERTY OF 4x10 a'-O"DOOR OPTION 4 4 54 --s I/2"X4 I/2"L ,s" ® -- g- O4 SIMPSON T522 FLUSH BEAM TO DROP BEAM 7NO0R011P. LFDI.NrrtaN eHaveN R x x ❑ I4x& / ,, O f GONT I/2'X4 I/2' SL L I -0•H- li' 5 ALIGN WITH STUO(b)OR POST ABOVE. AND NO PART OF CQi✓OBII=L ro7HE8E OIIAV+p06 �\/ 1 F•IOO O PROVIDE SOLID BLOCKING BETWEEN FLOOR cAa HE COP®,TR•7WF961,DN k 6 -- 7 LINE OF BLOCKING W/EDGE NAIL RS'ROOUOEEX NOR CAN ANY SEE PLAN FOR NUMBER OF BAYS BTRlH UE6 BOUT E IEN NFROMI TOF • t .-,.._ k_ ) t,��_ , ., 12'-O I z ,�,", 5D 5D b A �! 4X8 O PROVIDE SOLID BLOCKING BNIi!®eA OON•LLTNO 411� ....._. -_.._ ._. .-... - .-_5._ -. ...._.... .. b LOCATE TRUFf W/E.N. GFICUP ODPYRIOIrt GOVAS ENb®MG *. :.. �.... .' .',i; !. ,^ 1 •. LL .. O9 PROVIDE Sx SILL PLATE OANtlleTING R3BNB) 2 IS IO O CONTINUOUS LINE OF BLOCKING W/END NAIL TYR - :-. UNDER SHEAR WALL ABOVE W/(1)C516 V PLP•1oo IB REVISIONS PLP-160 _ II TRI)SS HANGER BY TRU%SUPPLIER CA %I, 2 `-O• N0. DATE DEBG 2 12 cmnN)OU9 TIM15ERSTRANO OR SPLICE PER PLAN. I Oln6/05 TRUSS REV' FRAMING SCHEDULE 2 aa/21/� u1ENT REV \ ❑ S f ! 4 S 10/03/0$ PRHP3 KALX ' S LE 4 05/05/04 CLIENT REV DESIGNED ROOF TRUSSES 24'D.G. 4A 4A ! O 14'DEEP 290 SERIES -JOISTS Ib'O.G. ' I ' 4D Y ,..I I \\ � \ J � I -�c\__._...-._�.-____._..❑ 4XI2._. � �6-O".-I �•. ' O 14'DEEP 250 SERIES I-JOISTS 0 12.O.G. 2 Z F � .-...__._._ - --- I ____ _ I _ I�I O 14'DEEP SSO SERIES I-JOISTS•I2 OC MIN b'-O' 6 4X6_._- O R1�X DEEPDECK JOISTS a Ib'O.G. i ,p .p .k H --• _ _ 4 PER FOOT TO DRAIN - I 7( 96 ® 7 2 X 10 J015T5/W.FTERS.Ib'O.G. ', _ f ,`• " t. p �b J 4A 6 2 X 6 ROOF JOISTS/RAFTERS•Ib"O.G. L' - ._:, ..' - - Z - BEAM b-Ibd TOE 4 1 2 2 o-. O 2 X 4 RAFTERS 24'O.C. p U L., T,, ©MIN b� 'y.;1.. aF — — FRAY I NC NOTES _.._. � I I p• ' 2-2XD BEAM 5UPPORTIN i I I 4A ' NAIL TO STUDS 1- - STRAP TO _ ',i P05T BELOW ..�Xppp$ - - - - 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS Q 4G :i 1 IB01 ALL _ (2)2X6 STUD NO F.H.•Ib"O.G. iG J - S. IS g 2 (SN-I t SN-2)FOR MORE INFORMATION ..;. R LL 2. REFER TO SHEET 5D2 FOR SHEAR WALL GONT S I/4 x9 I/2 P5L p y _ 5. UNLEYV4000 SHEAR KALLS CAW40T BE USED AS APPROVED BY ISOUVI5 ENGINEERING IN Y +IB�WALLS. Q (p �' S II .. •,X 2 pH'<'G N Y R ,I x 4. USE SIM!SON"IUS•HANGERS FOR GONIEGTION OF"I'JOISTS TO V OTHER FRAMING MEMBERS NN.0). J W bX6 ! 6" lb .12 IBEAM n 12 S. USE DETAIL II/50-5 FOR SHEAR WALLS EXTENDING TO ANY 0 •5400e ni -__.- _.__ _ ©MIN b'-0' OPENINGS. O W N �F 2 W/5 6. ALL WOOD I-J015T5 SHALL BE IN COMPLIANCE WITH THE PROASION5 W x -__. _ _.-- _ 1-. - .'i ,_ __ �. N ...... }" 6 OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR UQ x AY b -.: x TRAP 4A W/STRAP ASTM DSOSS.OUALIPIED PRI-400 MANUFACTURES.'I'JOIST GAFI BE O _ 1 1 ANY OF THE FOLLOWING UNLESS NOTED OTHERNSE. J J �'I g FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE Z 'f REQUIREMENT'S,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS ARE RECOMMENDED WHEN SPAN EXGEED5 I5'-O". - IG 1 ` LOW IS ? V 4 ALL a JOIST MANUFACTURED BEAM'CAN BE ONE OF THE FOLLOWING N.NO) n Z Y 4B 4 1 2 TRUSS JOIST ? HI , 7 I 3 ,_q 4 MAC MILLAN W 4 B MICROLAM PARALLAM ��1p111���, "XI B DR BM _ 5 1/9"XIa_ Fb•2600 Fb•2.100 j 98 10 Ig DROP BM I O 10 E•�ORWO6 E•=2,0xIO SHEAR WALL SCHEDULE 5 4A 0.0.y 1 J 4A 1 5/4' WA Q v 1 ' � 5pg J J X� a WA 2 une• �N�// 1-11"UNIFORM BUILDING GORE/2001 GALIFORNIA BUILDING GORE lZ R IZ © m_1 �, WA 3 IR2' LC. O 4 _ O �J SHEATHI EDGE FIELD SHEAR SILL R PLLIPPS ANCHOR I b (p=IOOps) n IO 4 OO WA S I/a• 10 F P NAILING NAILING CAPACITY NAILING AS5s1550 BOLT - -__ WA T A TYPE COMMOW( (PLF) OR LTP4's SPACING GON 4X6 f � - — , ® S/b'APA a d% a d'. 260 I&d1 6 16.OZ. I... END T rMN 2 2 ' I L raked •6.OZ.1 12'OZ. 6 6.O.G. a 40"O.G. X ^,k - _ 4 , �l 3 x T. X 15 _ m © S/6'MA 6 tl's a d's lA0 Y •13'O.G. /6"e x 12" - _ _.-1A.. - IA ...-. TIMBER STRAND W.22S0 Fv 400 E I7x10• % N4f ~ Q raked •4.O.G.•@'OA. •4'O.G. a 52'O.G. 2 .... ..... ._- - ABV.DR - 4X12 - - .'� IL Z W W Z- 5/6'APA D d's 6 d9 Y /a'O x 12' MO •10.O.G. b 2A 2A b O =C at Q raked •B'O.G•@"OA. •5'OA. a 12'OZ. FLF=100 6 4 6 Z G SOS Y structural APA l 10 d's 10 a'. WO bd%s e 6'O.C. M'0 x 12' 4A TJ 22X'1 9 TJ 22XT Qa rated I.S'O.G.6 12'O.G. 051 O.G. NNA) a a0 x . GARAGE PORTAL 5 GARAGE PORTAL PRQECT NUMBER ® IS/52'APA 10 d's 10 W. h• 0 O.C. O.G. (•) Wral I 6 2.OL.6 I2'O.G. bl0 •2'OA. NNA) Bye I // 4e 60339 SAO APA 6 a's 6 dL •ee shwa- /6'6 x 12trar, • LSSUED DATE sides rated 6 S'Of-6 12"O.G. 460 dotal[ r LrORler 16,04. OI 29 O I I BX6 NII PLOT DATE • 15/52"APA 10 d`s 10 d's sss shear /O"0 x 12' O'5/05/04 Ndes btructural I •S.O.0•I2'O.G. 1200 trmeler transfer 12'O.G. raked detail detail sx6 sill DRAWN BY: REVISION BY: l5@2•APA see h, ro'0x12• ROOF FRAMING PLAN FLOOR FRAMING PLAN H.P. structural I iY 0.0 0 I2-O.G. 1740 WA detail 6•o.G. SCALE 1/4' a P-O" WALL 1/4" = 1'-0" •• rated d.ka11 5X6 NIll PLAN 3A PLAN 3A SHEET NO. (•PROVIDE 5"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL A -. EDGES NTH NIJLS STABGEI�D. S_S■2 USE A55 a 6'O.G.ON SIMPSON STRONG WALL 4 HARDY PANEL(UNA) !I ! SYMBOLS LEGEND i 0 P05T OR TRIMMER A5 NOTED 5PAN AND DIRECTION of ROOF 1-EMBER PER SCHEDULE F-1�X)--) SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE PLF•100 a/ SPAN AND DIRECTION OF DECK MEMBER PER SGHEOLLE Z*4EAR PAWL Kft-SER,REFER TO SiREET SO.2 GOUVIS EXTENDED TOP CHORD X FOR PANEL TYPE,PANEL LEMONT NOTED ENGINEERING I ON FRAMING!FOUNDATION BANS. X DETAIL NUMBER CONSULTING -----__ .., 1__...._.._.. 4xa -----. ® DETAIL SHEET NIJN/BER GROUP x x O BEAM NUMBER,REFER TO GOMS 1 ENGINEERING CALCULATIONS 4400 CAMPUS DRIVE j 4X10 Z 4X10 O 3 I/2'Xla'LSL Q MCA 02OW KEY NOTE NB 1 ER NEWPORT ❑ - _�-_ -� (2) O _ ..,1 IT `.___.. BEARING wALL NEWPORT BCH- (949)752-11112 if^C CALIFORNIA FRAMING FAX (949)752-M PALM SPRINGS: (M)929-6M 1 ' I \\ II ,.r r' •.; SAEED J.BEWVA P.E. I b b ; KEY NOTES I GoNTINJE SHEAR PANEL THROUGH WALL -IRESTRICTIVE NOTICE 1 STRAP(S)OR HHOLDOWN ABOVE THESE OEM"ORAGMWM%NO H --{ O PLYYIOOD AROUND OPENING PROPERTY O F ARE THE OCIEAYE PIIOGINEERING ONO T 101 BA 901ND ALL ®SIMPSON T522 FLUSH BEAM TO DROP BEAMINPOSMATONSHOWN• TO ALL REORIENTS . •\ ! I 5 ALIGN YUTH 5TUD(5)OR P05T ABOVE l AM OF THESE OMWINGS PROVIDE SOLID BLOGKINS BETVEEN FLOOR G,,, �F®, OR -i, - ©LINE OF BLOCKING YV EDGE NAIL. I�nOplcE,NOR CAN ANY . / GEE RAN FOR NUMBER OF BAYS STRIXAUS N BOLT FROM TNENA wirmouT PROVIDE SOLID BLOCKING OF OOUVIB IINEERI TM ENGINEERING ,I \ �R OONIIL T o LOCATE TRUrf W/E.N. COPYRIGHT•4.` ❑ - (iO1N18 BY.•®Rq PROVIDE 5x SILL RATE CONKLTNG SRgi SXQ i ALL RIGHTS CONTINUO LINE OF BLOCKING W/END NAIL US IEB9NED ..... _ 10 UNDER SHEAR WALL ABOVE V(1)0516 REVISIONS TW155 HANGER BY TW`J SUPPLIER CONTINUOUS TIMBERSTRANO OR SPLICE PER RAN. NO. DATE Om ''..''� II I 01A6/05 TRUSS REV' `---- FRAMING SCHEDULE 5 10/05/05 IENT AL '. Z 06/21/05 CLLIENT REV / 4 05/05/04 CLIENT REV y lO DESIGNED ROOF TRUSSES•24"O.G. 14"DEEP 25O SERIES I-JOISTS•Ib"OL. i ! 14 DEEP 2SO SERIES -JOISTS•12 OL. rT 14'DEEP 550 SERIES -JOIST'•16'OL. L-_��_.� 14'DEEP 550 SERIES I-JOISTS•12'O.G. I. .. -_. it...- .. _- I 2 X 10 DECK JOISTS•Ib"O.G. FOOT TO DRAIN X 1 �JOISTS/RAFTERS, 2I 10 •Ib"O.G. 2 X 6 ROOF JOI5T5/RAPTER5•16"O.G. r 2 ..... ......5_._. II _ _.-_.. O 2 X 4 RAFTERS•24'OZ. _ _ Q-- _ FRAMING NOTES ' at _ _. __.. I ..- I. $ ., 2-2X6 BEAM FORTING I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS S BEAM b-16d TOE (5N-I A 5N-2)FOR MORE INFORMATION '', •04. NAIL TO STUDS 2. REFER TO SHEET 5D2 FOR SHEAR WALL SCHEDULE. 2 5. PLYWOOD SMEAR WALLS CANNOT BE USED AS PLUMBING WALLS. x \ • I....., UNLESS APPROVED BY GOIUVI5 ENGINEERING IN WRITINS. �Q Q ' 2 4. USE SIMPSON'NUS'HANGERS,FOR CONNECTION OF'I'JOISTS TO Z 0 V ` OTHER FRAMIN5 MEMBERS N.NAI. Z�J II \ S •S. USE DETAIL II/5,12-5 FOR SWEAR WALLS EXTENDING TO ANY _Q _ - r ! I 'I IST06 Ow N �A r . 15 b. ALLOF APAOPDRI-400(P RFORMANGE RATED 1-,JOIST STANDARD)OR ��(4 4 4 SHALL BE IN IV ASTM D5055.QUALIFIED PRI-400 MANUFACTURES.'1'JOIST GAN BE// _Z J A of / ANY OF THE FOLLOWING UNI-E59 NOTED OTHERWISE. 1 JJ 1 J J 12 FLOOR SYSTEM HAS BEEN DC-SIGNED TO FEET MIN.GODS IA 12 IA O X J a REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER 5ERIE5 J015TS, 4r x ARE RECOMMENDED WN9N SPAN EXCEEDS SHEAR TRUSS IWEN Y ~ 10ALL'LVL" kM k~ PLF•110 n ,'Xo 5A at 9 TRUSS MJOIST MANUFACTURED SEAMS CAN BE ONE OF THE FOLLOWING NN.OU I i '� TRU%JOIST 4X6 Xb 4X6 Xb Clow.TOP PLATE IS 2 n — 2 MICROLM/PARALLAM IG — --- Fb.2600 b•29o0 1 •2O • 2,0.10 ILI x T. I XI 0 N OU1 W /� 1 5/4" WA g 4 SHEAR WALL SCHEDULE ®q; 5'-5 II I SA 26 WA 211A6' "*Q O CCOLLA 1991 UNIFORM BUILDING CODE/2001 GALIFORNIA BUILDING CODE' 4 9 SD4 9 WA B I/2' In A X SD9 5 SHEAR5t1EATHl EDGE FIELD 9HENe SILL R 01.1 TFS� ANCHOR IS •r R WA 5 1/4• O PANEL HAICOM1 ON)(NAILING G T�FLAF)TM NAILING OR L7P� 9 AUIG 2 2 WA 7' MM® 5ro'APA 6 db 6 db b• ro'e x 12' 5 PLF•IIO TINKER STRAND Pb•2250 Fv 400 E•I.lxlO W rated •6'OL•12'O.G. 260 •6.O.G. •16'O.G. •46.O.G. AB I PLF•110 J rotod�A 0 4''OZ.0 IY O.G. 990 •4'O.G. •12'O.G. 9=oy• �Q/m 4 Q 5/6'APA 6 d's 6 db b ro'o x IX 4ky _ _ 1L 4 Y rated •5'O.G.•12.OL. '~O •B'1". •10'OL. •12'O.G. 4Xb 4X6 15/52'APA 10 db 10 db •6.OZ. ro'o x IT M M Q rated�al I •5.O.G.•13'O.G. 600 5'OL. N.N.OJ •6.OL. A Oxl2' PROJECT NUMBER 60339 I5/52'APA Ib' structural I 10 db!r 10 db 610 s •N6.O.G. DX t 1n (•) rated •2'O •12'O.G. 2'OZ. .NAJ Lace W 2 to 9A ISSUED DATE 5/D'APA O db 6 d'B sN fhsr x 12' 01/29/05 s rated •5'O.G.•12'OG. 960 trarofr trerofer 16"oL. ALL INFORMATION PROM ALL INFORMATION FROM dekn detoll 5X6 sill BASIC PLAN APPLIES TO DA91G PLAN APPI-IE9 TO PARTIAL ROOF FRAM I NCB PLAN ALTERNATE ELEVATION NND) PARTIAL FLOOR FRAM 1 NC PLAN ALTERNATE ELEVATION N.No) ROT DATE IS/52"APA 10 db 10 db sse BMear 12"x 12" 05/03/04 sl�dee structural •5'O.G.•12'0L. 1200 Vax.Ner trarroNer 15 OL. PLAN 3B SGALM Vox - r-6 PLAN 3B WALC 1/4" ■ I'-V DRAWN BY: REVISION BY: rated detail detail 5X6 NII 15/S2"APA 10 db 10 db see shear ro'e x 12' s f Wrol I •2 o.G.•12•o.G. 1'- N/A det fla' sX6 sill SHEET NO. (")PROVIDE 5'NOMINAL OR NDER FRAMING AT ADJOINING PAWL //�� EDGES NTH NAILS STAGGERED. - S 3 USE A55 0 6'O.O.ON SIMPSON STRONG NAL.4 HARDY PANEL N•N.0) �/ i ! SYMBOLS LEGEND POST OR TRIMMER AS NOTED T V I SPAN AND DIRECTION OP ROOF MEMBER PER SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER 9G44EDLIE SPAN AND DIRECTION OF DECK MEMBER PER SGNEDULE COUNTS Lqj 0 «��IING POUImATIOL�"°re° ENGINEERING 1 SHEAR PANEL NUMBER,REFER TO SHEET 5D.2 DETAIL NUN4BER CONSULTING \�\ -------� 4------- X DETAIL SHEET W45ER GROUP BEAM NUMBER,REFER TO BOINIS ENGINEERING CALCULATIONS I L! ❑ I -_.i \\ f _ ��U - O KEY Na NUMBER , CA 92OW 'j \_.�J •,, \ Ir I' BEARING WALL _ Q x te NEWPOK _]' �5...E': FAX (YW)32S-15 21 ! . ,, /' PALM 6PRMg8: (7901929-6080 CALIFORNIA FRAMING < KEY NOTES BAEED A BEKAK P.E. O GONTIHE SMEAR PANEL THROUGH WALL ,..,:,, , O STRAP(S)OR HOLOOWN ABOVE RESTRICTIVE NOTICE , L I 1 TIF1E OE80Nl,ORATY•104 AN) .1 O PLYWOOD AROUND OPENING IPEGYFIGl10N!AIE THE OCL{ItIVE MIOYEATY OF aQNU BR�®NO \ SIMPSON T522 FLUSH BEAM TO DROP BEAM OONKLTTIO OMOtUP,AND ALL ALIGN WITH 5TUD(5)OR P05T ABOVE• CONCBRNL TO ALL RSOIFEIM AND NO OF 7NM MOMM PROVIDE SOLID BLOCK INS BETWEEN FLOOR cAa eEPART OOFED.TRMRFBED.on �, ✓ LINE t 6 OF BLOCKING PV EDGE NAIL ROIIOOIICEO.NOR SEE PLAN FOR NUMBER OF W DAYS U T WIT EN O NGEN HO OF \ - 1 I .-_-.... O ,. O PROVIDE SOLID BLOCKING aOLWM B1NNEERM OONBILTNO ❑ 0 1P LOCATE `.ATE TRU S PV E.N. : COP}R3R OOUYTS BIOIHEB*q . O PROVIDE 5x SILL RATE CONBILTNB OROIA 2002 ALL RI 1 UNDER SHEAR I N10 LINE WALL ABOVEIW/(NS 1)-916 END NAIL III T1¢U55 H BY TRUSS SUPPLIER REVISIONS E ANGER - ❑ O � -_ \ DATE D O. DM 12 CONTINJd15 TU99ERSTRANO OR SPLICE PER PLAN NO OT/16/OB TRUSS,REV' p 2 Ob/21/DB CLIENT REV FRAMING SCHEDULE S 10/05/00 PR148 WAL 05/05/04 CLIENT REV DESIGNED ROOF TRUSSES*24"D.C.OG ..... " 14 DEEP 250 SERIES 1-JOISTS,a Ib O G 14 DEEP 250 SERIES I-JOISTS*12'O.G. ❑ O 14'DEEP 550 SERIES -JOIST*Ib'O.G. 41 -.. O 14"DEEP IDSO SERIES I-JOISTS•I2.O.G. Vol 2 X 10 DECK JOISTS _...___ MN T 1R'4D�P FOOT TO DRAIN J. ® r IS IB __._._. 2 X 10 JOIST5iR�.FTERS a 16 O.0 II 1 � ii i of T NO. p 2 X a ROOF JOI5T5/RAFTERS*ib'O.G. II, 6 h bXb h bXb ; --.-_6x1s M u ❑ O 2 X 4 RMreR9*24'OZ. bX6� 6� bXb 1 ll,, _ III -.._ _ 1 _ _ x - BM ❑o FRAMING NOTES 2 I. REFER TO STRUGNRAL GENERAL NOTES AND DETAILS SHEETS (SN-1•SN-2)FOR MORE INFORMATION 2. REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE. S. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLUM13INS WALL5. 1 -- UK-ES5 APPROVED BY 60UV15 ENGINEERING IN WRITING. Q 1 J I 4. USE SIMPSON'IUS'HANGERS FOR CONNECTION OF'I•JOISTS TO NI 5 �FRAMING FOR S NAR WALLS EXTENDING TO ANY J Q WOOD 4X6 __. _.-_ _. 4X8-- -4X8 -- . IB 4 b. ALL I-.1015T5 SHALL BE IN GOMPLIANGE WITH THE PROVISIONS W W DROP BM- OF APA FRI-400(PERFORMANCE RATED I- � O .. .DROP Bf _i _ ASTM D5055.OUALIPIED PRI-400 MANUFACTURES.'I J015TT°GAN Be /N� Q_> ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. �!J J J a J z of a� © FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE Y ID 1 I ID 4 9 12 `.P 9 REAUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS Q ARE RECOMMENDED WIZEN SPAN ExGEED5 I5,-0,. Z 7 O x ALL LVL•MANIFAC7111�D BEAMS CAN BE ONE OF THE FOLLOWING VINO) N x IC BA q 2B 'N TRUSS JOIST 4 _--4 .--- GONT.TOPVILATEV 2 pT 26 2 - MAC,NaWW o W _ _ N/ICTPOLAM PARALLAM Fb•2600 Fb.29O0F• 22x O6E•-2.01010 W J �oIn GONT.S I/6'XIB I/2'6LB IB/4' WA9A I WA 2IUI6' O <199'T UNIFORM BUILDING GORE/2001 GALIFORNIA BUILDING CODE A 9.�ppTJ"X7 S TJ 22X-1 WA S 1/2' IL SHEAA 5/EAh11 EDGE FIELDSHEAR SILLN F5'5,1_5 ANCHOR 15 XWA S I/4' 0 �PANE NAILING NAILING GMAGITY NAILING AS5'•L550' T $ PLF.I10fTTYPE (GOMMONI( (PLF) d9 LTP4'f SPACING PLF•IIO WA T•rated •6'OL.*12 OL. 260 •6'OL. •16'OL. •4ia'OL. ®rated *4.OL*@ OL. BSO •4'OL. *12'OL. * x 12' OZ. 3'-3"II FAR TIMEE25TRANO Pb.22S0 Fv.100 E.I.TxlO' Qf(1 FQQ B/6'•MA a d'• a dL4MO '�t •10'OL. 5ro"O x 12' 4Xq - 4X6 r Z W W Z . rated •S'OL.*12'OZ. •6 OL. •12"OL. -- - Lu ISro2 MA 0.d1• 10 d'• • •a'OL. ro'e x 12' y n =Q Q ud al I * 'OL.012 'OL. 600 •S'OL. NN.oJ •D'O.G. tnL kL NJD ® ro•e x I2• '1'"•J' PROJECT NUMBER Is/:2•APA 10 dL 10 d'e Dl0 Y •6.OL. 16xor- C) ratt d�1 I *2'OL•12'OL. 0 2'OL. (UN AJ SS `ty 9A 60339 19SUED DATE 3/D'APA a d'• a dY "I he- /D"e x 12' A. rated •S'OL.*12'OL. 9a0 detailt—f r tor—detail Ib`O.G. ALL INFORMATION FROM ALL INFORMATION PROP'* detail detoll SX6 sill BASIC,PLAN APPLIES TO BASIC PLAN APPLIES TO PARTIAL ROOF FRAMING PLAN ALTERNATE ELEVATION(I)NOJ PART 1 AL FLOOR FRAM I NCB PLAN ALTERNATE ELEVATION N.PLOJ PLOT DATE 15/B2"APA to d'• 10 a'• a •se sh*o' ro•o x 12• OS/03/04 •bade. wra11 •s oL*13 oL. 1200 k.11011 r Mar•ler 12"O.C. SCALE 1/4" = I'-O" b SCALE I/4" I'-O" aetGl detail ex6 NII PLAN 3G I-LAN 3G DRAWN5/ REVISION BY: IS/A2'APA 10 dY 10 QY NT*shea' ro'e X 12' H.P. BY.. *�of 1 0 2 OL*12'OL. 1T40 WA trow a'OZ. detail SX6 e111 (')PROVIDE A NOMINAL WIDER FRAMING AT ADJOINING PANEL SHEET NO_ WI EDGE$ TH NAILS STAGGERED. USE AM 0 6"O.G.ON SIMf,SON STRONG WALL 8 HARDY PANEL N.NAJ `-3■4 SYMBOLS LEGEND _.------------___________ ___.-___ .. -_..._.... ® P05T OR TRIMMER A9 NOTED it rv. ___. ❑ _ I I. ~I r�._l_ l_ SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE �El 1J SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE ---.___---------------_ __...____. _.._..... .__- 1 X OR PANEL TYPE,PANEL Ee RATIO�SDI SHEAR PANEL MMWR, GOUVIS ON FRAMING t FOUNDATIOM PLANS. ENGINEERING ®X DETAIL NUMBER CONSULTING DETAIL SHEET NUMBER GROUP pnr� O BEAM NRINS,REFER TI GOUVI9 +) ! r. OX KEY NOTE NIMBER CALCULATIONS NEWPORT BEACH 111 _) - BEARING WALL NEWPORT (BCHL' 9W)762-1612 i„` CA_ li;! -! ® GALIFORNIA FRAMING FAX (8a9)762fi921 i ._. Ir._ ;1 PALM SPRINBti (MM 523-60W �_ II KEY NOTES BREED d BEKAM,P.E. O coKm UE SHEAR PANEL THROUGH WALL Q STRAP(S)OR HOLOOM ABOVE RESTRICTIVE NOTICE THESE OE•ONO,OIN11410%NO j�I iI} O ❑ ❑ EPOPERTY1OF NE THE E700.1RNE j i AROUND OPENING u B PI.YY'IOOD PROPBRY OF OOUNEOONSULTINGI GROUP, BIOt®Ifq ^ it ,.-_ --._._ _ _.... .. O SIMPSON T522 FLUSH BEAM TO DROP BEAM ►SDISAF ON yO1IM• ALIGN WITH 9 9 OR POST ABOVE t coNFIDSHTAL TO ALL PECIPIEM NO PART❑ % ...._._ THESE OPAVANN . _____.___-_ __---__. O PROVIDE SOLID BLOCKING BET'VIEEN FLOOR �CM K COP��T OR ___ ._. ! _... _. _. - LINE OF BLOCKING W EDGE NAIL. ___.. ..__...... _ ._ STRUCTURES O,NOR FFIOMT ©SEE PLAN FOR NJMMR OF BAYSCommaT OF FROVIDE SOLID BLOCKING OOLW ENO/EB•q OON&LTM O L.OGATE TRUSS W E.N. OO►/ROITT OdNM ENGINEERING O PROVIDE SX SILL P NLL RG LATE CAM GROUP 3+E0 J_ ING CONTINUOUS LINE OF BLOCKING W END NAIL 10 UNDER SHEAR WN-L ABOVE W(I)G516 REVISIONS ALL INFORMATION FROM ALL INFORMATION FROM II TRUSS HANGER BY TRU55 SUPPLIER ALL INFORMATION FROM BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO PARTIAL F RAM I NQ PLAN OPTONAL PLANS N.NO) PARTIAL FRAM I NCB PLAN oPTIONAL PLANS N�L°J I2 CONTINUOUS TIMBER5TRAND OR SPLICE PER PLAN. �� �� PART 1 AL FRAMING PLAN DP,TONAL PLANS NN•DJ I 4MA6105 TRU99 REV' SCALE : 1/4" = P-0" OPT. DEN AT WORKSHOP scAL° ' 1/4" i= " OPT. BONUS/BDRM 5 Sr ALZ 1/4• = V-0• FRAMING SCHEDULE O 06/21/05 CLIENT REV i OPT. B DROO 9 10/05/05 FIRMS WAL OI DESIGNED ROOF TRUSSES•24"O.G. OS O/04 CLIENT REV _.. ... 14 DEEP 250 SERIES I-JOISTS a 1W O.G. 14 DEEP Z50 SeRIE9 -JOISTS•IZ-O.G. 14'DEEP 550 SERIES I-JOISTS•Ib'OA. = Oy 14•DEEP SW SERIES I-JOIST5•12'O.G. _� •:+ =---- -----_ _-`�-- O 2 X 10 DECK JOISTS 16'OA. y, ❑ MN 1 1/3'4•FEN!FOOT M DRAIN 4 BM V'VEN I I ❑ DBP HU T 2 X 10 JOIST50RAFTERS a 16"O.G. r- z 1 I 6 2 x IS ROOF J01sT5/RAFTERs 6 I6•oG. EN q Ni 2 X 4 RAPT[R9•24'O.G. k FRAMING NOTESIL 7� ate* I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS 4 BA 2. REFER TO SHEET SD2 FOR SHEAR WALL SCHEDULE. (SN-I t SN-2)FOR MORE INFORMATION at 1P 3. PLYWOOD SHEAR WALLS CANNOT BE USED A5 PLUMBING WALLS. ... -_: UNLESS APPROVED BY 601NI5 ENGINEERING IN Vt21TING. �Q bXa 4. USE 51M SON-IUS-HANGERS FOR CONNECTION OF'I'JOISTS TO 0 V ❑ ❑ OTHER FRAMING MEMBERS N.N.OJ. - , LLl 0 0 S. USE IDIL 115D-3 FOR SHEAR WALLS EXTENDING TO ANY O 6. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS F�at ® 14 0 _ -. OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR `a')z I" A5TM 050".OUALIFIED PRI-400 MANUFACTURES.'I'JOIST CAN BE Q y ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. Hot ot FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE /� ALL INFORMATION PROM REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES J015T5 PARTIAL FRAM I NC PLAN BASIC PLAN APPLIES TO ALL INFORMATION FROM ALL C,PLANATION FROM ARE RECOMMENDED WHEN SPAN EXCEEDS I5'-0'. °P"ONA'L PLANS(UN O° PARTIAL FRAM I NCB PLAN BASIC PLAN APPLIES TO PARTIAL FRAM I NC PLAN BASIC,PLAN APPLIES TO ALL'LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOW N6 N.ND) OPTIONAL PLANS N.N.OJ OPTIONAL PLANS(U.N.0) TRim-01ST OPT. UNDER BEDROOM -7 wAL" 1/4" a 1:-0:. MAC MLLAN m OPT. BDRM 8 AT WORKSHOP SCALE• � 1/4:, = 1,�,: OPT. BDRM 5/6 s BA. 4 �`'� � v4" W Fb-26 0 PARALLO Z E+1.IxIO E+2.0X10 n .n lu 0111 SHEAR WALL SCHEDULE r I- �� 0 21 b b 21 6 WA WA �Iz• IYndG I 24"50.x50"DEEP GONG. I 1 bXlO DROP 6XI0 DROP WA AIM UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDIN6 CODE L_J ,P W/2 e4 E/W lYP. L_J WA S I/2" n O IL 9HEATHI EDGE FIELD SHEAR SILL R FRAMING, IL F55 ANCHOR = m Z • WA S 1/4' Pt/O J U MAPE NAILING NAILING CAPACITY NAILING A35'•A_550' BOLT 9A bA A 4 aA V TYI^E GOMMOW( (PLF) OR LTP4'• SPACING • D ry WA T" F ® B/a"APA O d'• D tlY 260 16dN• •16.O.G. S/b'O X 12' ,�-O X F 1 9/4• 4"LBL O _ J X m raked •6'OA•12'O.G. •6'O.G. •46'O.G. Aat*APA a V a d'+ 16d'•a 12 - /2 1/2'L.SL - -�� 9 I O 1/2'L - Fe•2250 Fv Q m F Q Q Soled •4'OL•12'O.G. SSO •4'O.C. •❑'O.G, a 52.OG., - - J— F J 400 E+IJXIO F Z U Z- uj S/b'APA a d'e a dti h � Q C z ago b+ •10"O.G. 9/a'0 x 12' 1 ----- - — X � ----X '�J �`uJ W rated •S'O.G.•12'OG. •3.OA. •12'O.G. < b servieural�i 3 oe.i 12+OA. 600 •e oo. •NNoJ a e0oL? ~ \ + rated FAMIL - - r mJ /bee X @' BEDROOM q• .. ., .. h ❑ PROJECT NUMBER Q AISM2^APA 16'OL. IL L str t"'1 10 d'• 10 dY b1O '+•+ •b'O.G. X•111 h 60339 (+) rated a 2'00 a 12'OL. •2 OL. NNA) t ISSUED DATE S/a'MA aStls ob.ady •te o shoa, / '—'P Ib• C OI/2+1/03 da raked 12'0G. "O tkAm N So dtan X6•m PLOT DATE ALL INFORMATION FROM ALL INFORMATION PROM ALL INFORMATION FROM s9/32•APA 10 tly 10 do aer ahem /2,X 1Y' BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO OS/03/04 9a a°" •B QG.•12 DG. "°° detail� ;m PARTIAL FDN PLAN OPTIONAL PLANS NJvOJ PARTIAL FRAM I NC PLAN PLANG N' � PARTIAL FRAM I NC-7 PLAN OPTIONAL PLANS N•�) DRAWN BY: REVISION BY: 19/82'APA war 1Ddr ....ti?w /6"010.• OPT. DECK s��a-� , v4" = 1'-o�r OPT. DECK 5`A`'e ` v4" = 1r-°° OPT. DECK ENHANCEMENTS`'°'`° ` v4" ' ,'-°" H.P. .Ida 1 1 •2 oa•12 o G. 1 WA aalitalk,i°r SXo6 wit SHEET NO.- (")PROVIDE 5•NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STA68E11ED. -3 5 USE A35 a 6"O.G.ON SIMPSON STR.ONB WALL 9 HARDY PANEL(U.N.0) 18% 24% 32" OR a 16" MIN. (16" PANEL) F 6" (MIN.) 48" PANEL � EXTERIOR TEMPLATE z z 22" MIN. (22" PANEL) IE3 HAIRPINS - TIE AROUND 134" (MIN.) EMBED ANCHOR BOLTS TO 2 (MIN.) (REUSABLE) z 0o 2" (MIN.) ANCHORS SEE DETAIL BOTTOM OF THREADS 2 1/8' a z EXTERIOR TEMPLATE I 3/4" CLR. ILA a 0 10" (MIN.) I A (REUSABLE) 2Ya" TOP OF CURB TOP OF SLAB w U TOP OF CURB 6" o n •° (TYP) 11" MAX. • ui O 11" MAX. (TYP) TOP OF SLAB FINAL GRADE / 7- w GOUVIS 3'a" CL TOP OF SLAB TYP PER PLAN d. '•• U BOLT SSL USED R .d a ° 7 8" DIA. x 28" LONG BENT ANCHOR wo W� UNLESS LONGER ° FINAL GRADE ! •,. BOLT, GRADE A307 (SEE DETAIL) ENGINEERING BOLT USED FINAL GRADE 'dt d" '.� • ' 'a a '..: CONSULTING • • �'�• • d.. I a:• 4 •' • WHEN NECESSARY 1 SPD < g o o GROUP 76" DIA. x 28" LG. BENT ANCHOR ° I ° �• ' I q i ( ) o 0 a �13 HAIRPIN AROUND ANCHORS °" • ' ° BOLT, GRADE A307 (SEE DETAIL) 14" '•• CALCULATE '• (MIN.) (SEE DETAIL) DEPTH 3" CLR. ° • e 14" ° a.' '• ° • ! .!' 1 •a '• a 7�" DIA. x 28" LONG BENT ANCHOR 14" (MIN.) (MIN.) d ° .a •• I • .. • " CLR. (MIN.) w N NEWPORT BEACH (MIN.) 3" CLR. ° • •, I '• A a,d •G BOLT, GRADE A307 (SEE DETAIL) ° .e CA 92600 A ° NEWPORT SCH: (940 752-I= (MIN.) • . .°, .•," N w FAX (940 752-M (MIN.)" CLR. MIN. 3" CLR. (MIN.) • ° 3" CLR. (MIN.) a.� • PALM 8PPoNO6 (7B0)323.6090 3" CLR. (MIN.) • d '° • •d q4 LONGITUDINAL BARIf{J4 LONGITUDINAL BAR 4" (MIN.) 16" (MIN.) 12 (MIN.) I C7 /3 HAIRPINS - TIE AROUND LONGITUDINAL BAR BREED d BEKAµ PE A ` ANCHORS SEE DETAIL RESTRICTIVE NOTICE TMW DMM DMwrxxi uo ANCHORAGE AT GARAGE CURB 1 SECTION A—A 2 STANDARD PANEL AT CORNER 3 "�' '°an".N &L MOM"or 800M a+xu�o o .N4� xsanw M ALL FIM 1x vLLro� AM CA ra vwr D.nx:xe EMwx R (MIN.) EXTERIOR TEMPLATE INTERIOR TEMPLATE �1 3/4" aweE DUCMX MnCANAWn EMBED ANCHOR BOLTS TO (REUSABLE) 2 1/8 3/4" (REUSABLE STRJOTUM BE SODWHIXIT NOq�RTHM ^a BOTTOM OF THREADS ) GOLWENUMERM00MI 2 1/8 TOP OF SLAB TOP OF SLAB 2 1/8 TOP OF SLAB + 2 1 8 - rAvrnurt"ou'll d. .'d. . . ° ° = aaHeiirno onar tax ° T o a d� a T JAA PER �° a �v.t rox�iB aEeBN® •a A o° •FINAL GRADE '''`"+'+"tra ° ' .. I • IFINAL GRADE PLAN•_ 7 8" DIA. GRADE A307) ANCHOR BOLTS. 1 ` i� REVISIONS ANCHOR BOLTS BEND IN 10 DEGREES AT d 0 a. EXTERIOR WALL FOOTINGS, AND ARE md a ° a G ° ','a. STRAIGHT AT INTERIOR WALLS. ::1." NQ DAIS DFJ3Gd 'e AVAILABLE LENGTHS: 28" (BENT) AND ° 7/8DIA, x 24" LONG //3 HAIRPIN AROUND ANCHORS c d•. °. STRAIGHT ANCHOR BOL 2 02,/21/03 CLIENT REV(SEE DETAIL) 24 (STRAIGHT). °. ; CALCULATE :d GRADE A307 (SEE DETCALCULATE °' ° ,3" CLR. • 1 a 4 OS/03/04 CLIENT REV DEPTH a • 7 .a a ° 7/8" DIA. X 28" LON ° 7 DEPTH ° ! A :•d', DIA. x 28" LONG BENT (MIN.) ° d v ! BENT ANCHOR BOLTS, 7" (MIN.) 3 14" (MIN.) a ANCHOR BOLTS, GRADE A307 •d ° GRADE A307 d — (SEE DETAIL) ° " CLR. (MIN.) (SEE DETAIL) • z �r d° 3"CLR. (MIN.) °•'� a• 3" CLR. MIN. a 3" CLR. (MIN.) —� REBAR AS SPECIFIED 3" CLR. (MIN.) p4 LONGITUDINAL BAR BY ENGINEER OF RECORDIf I ER IT Lc DEEPEN FOOTING AT 3-CLR. (MIN.) PLATE.WASHER TJ SHEAR AS REQUIRED PANEL 14" (MIN. 2" (MIN.) 12" (MIN.) "Y 6" (MIN.) 18 (MIN.)—�-I HARDENED No. SECTION B—B 4 STANDARD PANEL AT INTERIOR OR EXTERIOR 5 SECTION C—C AT EXTERIOR 6 SECTION C-C AT INTERIOR 7 Exp. 12" (TYP) 1 - TJ• SHEAR PANEL IS MANUFACTURED AND TRADEMARKED BY TRUS �4�OF ANCHOR BOLT JOIST, A WEYERHAEUSER BUSINESS, BOISE, IDAHO. HOME OFFICE: 200 E. MALLARD DRIVE, BOISE, IDAHO 83706, TEL: 1-800-628-3997. REUSABLE TEMPLATE 2 -TJ•SHEAR PANEL IS CODE EVALUATED PER ICBO ES REPORT PFC-5929. REPLACE NUTS AFTER THIS REPORT COMPLIES WITH ICBO ES ACCEPTANCE CRITERIA FOR TEMPLATE REMOVED 3 PREFABRICATED WOOD SHEAR PANELS (AC 130). TJ•SHEAR PANELS �d �i HAVE ICBO ES-ACCEPTED R-VALUES OF 5.5 AND OMEGA OF 2.8 WHICH V i ARE CONSISTENT WITH TYPICAL WOOD FRAME CONSTRUCTION. THEY MAY BE USED AS AN ALTERNATE BRACED WALL PANEL IN ACCORDANCE /3 HAIRPIN - GRADE 40 (MIN.) REBAR TIE HAIRPINS IN FIELD- /. WITH UBC SECTION 2320.11.4 W O W tl! OVERLAP VARIES WITH BOLT SPACING, OC TIE TO VERTS IF SPACING > 22". W i 3 _INSTALLATION OF THE PRODUCT SHALL BE DONE IN STRICT L a Y CONFORMANCE TO THESE DRAWINGS AND THE TJ•SHEAR PANEL �1 j SPECIFIER'S GUIDE. MODIFICATION TO THIS PRODUCT AND ASSOCIATED SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON W HAIRPIN DETAIL 8 THESE DRAWINGS AND THE SPECIFIER'S GUIDE SHOULD ONLY BE N MADE BY A QUALIFIED REGISTERED PROFESSIONAL. THE W N PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED w INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE ' ` N DESIGNER. REFER TO ICBO ES REPORT PFC-5929 FOR FURTHER U W 2)6" NOTE - EMBEDMENT DEPTH IS 1' ROLLED THREADS ` O.A. LENGTH INFORMATION. W TO END OF THREADS ` 7/8" DIA. '/ 'w 0 W I q THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, I/�1. V+0 W 24 ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR a MIL — THE TJ SHEAR PANEL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, Q MANUF. ^= THREADS STAKED THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT O J 0_ _ TO PREVENT ARCHITECT, ENGINEER OF RECORD, OR BUILDING DESIGNER FOR uJ O GRADE 2Y NUT REMOVAL CLARIFICATION PRIOR TO CONSTRUCTION. co u END DETAIL 5 -THE CONTRACTOR SHALL VERIFY THE POSITION OF THE TJ•SHEAR ^/ J V PANEL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN W ON THE PROJECT DRAWINGS. ul 24" STRAIGHT ANCHOR BOLT 9 , ��� � 6 -USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL � W V r Q Q BUILDING OFFICIAL. W W Z= i i i = i LINE INDICATES BEND �� �� 7 -THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH C DIRECTION 2 THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND V q Q m J O.A. LGTH. � I ) NOTE - EMBEDMENT DEPTH IS "i ANY OTHER LOCAL STATE OR FEDERAL REQUIREMENTS THAT MAY NAME: LARRY PROJECT NUMBER 2 18" TO END OF THREADS i� APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPT. PROJES9 2 8 7/8" DIA. 1" ROLLED THREADS CONCRETE DESIGN REMAINS THE RESPONSIBILITY OF THE EOR. DATE: 020303 ^� ISSUED DATE 8 -THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SCALE: NONE 01/241/05 MANUF. _ _ _ SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL PLOT DATE FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH CHECKED: MM/SM R GRADE 10 EXTERIOR INTERIOR NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE SHEET: 05/05/04 � $ THREADS STAKED TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. DRAWN BY: 1 REVISION Br END DETAIL TO PREVENT NUT REMOVAL 9 -TRUS JOIST, A WEYERHAEUSER BUSINESS, RESERVES THE RIGHT TO 28" S P F SHEET NO: CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. SHEET OF S P F 28" BENT ANCHOR BOLT 1101 ANCHOR ALIGNMENT TEMPLATES 11 GENERAL NOTES 12 JOB No: TJ 'R SHEAR PANEL - TOP CONNECTIONS LU Z O 3 1/2" PORTAL ASSEMBLY F 5 1�4" OR 5 1/2" PORTAL ASSEMBLY a (OUTSIDE VIEW) 0. N ae (OUTSIDE VIEW) o 5Y4 TOP PLATES OR W HEADER AS SPECIFIED HEADER 3 1/2" x 9 1/2" (MIN.) HEADER MIN. 9 1/2" DEPTHIr AS SPECIFIED HEADER AS SPECIFIED. HEADER MIN. 9 1 2" DEEP HEADER AS SPECIFIED. COUNTS / TJ PORTAL FRAME STRAP "' 1•g f•g t7 OSB SHIM IF NECESSARY CENTER OVER FOR 5 1/4" or 5 1/2" HEADER, OSB SHIM IF NECESSARY g g 0 ENGINEERING TJ O-SHEAR PANEL USE FURRING AS REQUIRED (7/8" MAXIMUM) o N N g CONSULTING (7/8" MAXIMUM) NAILS INTO HEADER o 0 o GROUP PORTAL STRAP, 10d "SHORT" (.148" DIA. x 1 1/2") SHIPPED WITH PANEL 1 1/2" LONG it .148" DIA. > - N NI PORTAL STRAP REQUIRES NAILS INTO 7/8 OSB WS6 1/4" DIA. x 6" LONG LAG 1od "SHORT" NAILS (8) lod x 1Y2" LONG (16) 10d x 1 1/2" LONG NAILS: 10d COMMON (.148" DIA. x 3" SCREWS OR EQUIVALENT 4400CAMPUSDRNE (8) INTO HEADER AND (8) INTO (8) INTO BEAM, NAILS INTO HEADER ) PORTAL STRAP (SHIPPED WITH COLUMN) • (SEE TABLE 1 FOR SCHEDULE) NEW �PORT BEACH , TJ O-SHEAR PANEL. (8) INTO WALL (8) tOd x 3" LONG 7/8 OSB FURRING SIXTEEN 10d x 1 1/2" NAILS: T M-� COMMON NAILS INTO (8) INTO HEADER AND TJ 18 x 8. TJ 18 x 9 FAX 234 21 FURRING AND (8) INTO TJ O-SHEAR PANEL TJ 24 x 8, TJ 24 x 9 PAW BPRMIf MM7�-6080�3 10 GA. GALVANIZED TJ®-SHEAR PANEL TJ 32 x 8, TJ 32 it 9, TJ 32 x 10 SAIRED d 8EKAM,PE. TJ 16 x 7 STRAP (G60) MINIMUM 2 1/2" x 10" FURRING TIMBERSTRAND LSL 7 ® TJ48x8, TJ46x9, TJ48x10 TJ 16 x 8 ASTM A653, GRADE 33. I OSB SHIM IF OF 7/8" THICK OSB, NTH FACE 7� PORTAL COLUMN 3 TJ 22 x 7 OR SHIPPED WITH PANEL ` NECESSARY GRAIN VERTICAL (TRIM AS REQUIRED) �NOTICENOTICETJ 22 x 8 f �-3YZ (7/8" MAXIMUM) ICFM ININIE NlafAMTM949AApo NEQg1Al1OF o TIE ExOMRhE F11GM N OOIF4!Bli L OOPFOM&9 M 1111 ND ALL PORTAL FRAME - 3 1/2" HEADER WIDTH 1 PORTAL FRAME - 5 1/4" OR 5 1/2" HEADER WIDTH 2 PORTAL FRAME COLUMN 3 STANDARD PANEL ASSEMBLY 4 Aoomweem MNoPXr. 0111111111114 ;FlEarvi E OWN�7 OR FOWMIDIMTJ ®-SHEAR PANEL - BASE CONNECTIONS PORTAL FRAME - SHIM DETAIL Ill NM CM �'ralomr91Rnal FROMra oar41•eJor®a«9 caMA1LTHB Lwow POSITION SHEAR PANEL POSITION SHEAR PANEL USP MP4F FRAMING ANCHORS ON CONCRETE WITH 1- SHIM MAY ONLY BE USED WHEN APPROVED BY EOR. o ENGINEIIIIII ON CONCRETE WITH ANCHOR BOLTS THROUGH TIMBERSTRAND LSL® INSTALLED HORIZONTALLY BOTH 2- FOR USE WITH 16" AND 22"PANELS IN SINGLE OR DOUBLE ALL N*119 ANCHOR BOLTS THROUGH HOLD-DOWN SLOTS PORTAL COLUMN SIDES, (4)TOTAL. USE 10d z 1)r PORTAL APPLICATIONS. N (TRIM AS REQUIRED) LONG NAILS,FILL ALL HOLES HOLD-DOWN SLOTS 3- REFER TO THE TJ SHEAR PANEL SPECIFIER'S GUIDE FOR p HEADER PANEL INSTALLATION INSTRUCTIONS. m REVISIONS .o 4- PROPER INSTALLATION OF SHIM IN ACCORDANCE WITH THE e INSTALLATION DETAIL RESULTS IN 857.OF THE ALLOWABLE fi3 NO. DATE DEgC, 7.{3 DIA. ANCHOR BOLT IN-PLANE SHEAR CAPACITY PUBLISHED IN TABLE #1 OF ICBO ® ]/6 DIA. ANCHOR BOLT ® 3Y2•x 3)F TIMBERSTRAND LSL ES PFC-5929.OTHER APPLICABLE ALLOWABLE LOADS REMAIN a HOLD-DOWN SHIM. FACE GRAIN WALL SIDE UNCHANGED. Z 06/21/05 CLIENT REV OUT, TRIM TO LENGTH AND 5- THE FOR IS RESPONSIBLE FOR VERIFYING ADEQUACY OF 4• CONCRETE TO BE SMOOTH AND CONCRETE TO BE SMOOTH DESIGN IN ACCORDANCE NTH REDUCED ALLOWABLE LOADS. LEVEL BENEATH PANEL. GRIND 7/8 DIA. ANCHOR BOLT REQ'D. THICKNESS(1X2'MIN.) 6- NO MATERIAL SUBSTITUTIONS ALLOWED. 1�� 3e 4 05/05/04 CLIENT REV AND LEVEL BENEATH PANEL. AND FILL AS NECESSARY. ALL 7- REQUIRED MATERIALS: INS GRIND AND FILL AS uSP w5aY2 LAG SCREW OR Equro. SHIMS REQUIRED TO PLUMB PANEL ' FILL ALL HOLES„�; NECESSARY. ALL SHIMS REq'D. ((4)4)UPS MP4F OR EQUIVALENT FRAMING ANCHORS. TJ-SHEAR PANEL STRAPS. ARE TO BE SHEET METAL AND TO PLUMB PANEL ARE TO BE NOT WOOD. TJ-SHEAR PANEL SHIM STRAP BOTH (6)TO(8)USP WS 4 1/2"LONG LAG SCREWS(QUANTITY DEPENDS SHEET METAL AND NOT WOOD. SIDES. CENTER STRAP VERTICALLY ON PANEL SIZE). FILL ALL LAG HOLES. CONCRETE DESIGN IS ''':! 10d (1 1/2"LONG)NAILS. CONCRETE DESIGN IS THE SI SHIM. USE t T x 1)V LONG NAILS, THE RESPONSIBILITY :.�:::::." RESPONSIBILITY OF THE FOR FILL ALL HOLES. NOTE TO INSTALLER p • OF ENGINEER OF RECORD THE USE OF THIS SHIM ALTERS PANEL 'c HOLD-DOWN t FACTORY INSTALLED BASE SHIM. NOT REO'D. TJ 16 z 7, 7J 22 x 7, PERFORMANCE. CONTACT ALTERS ENGINEER TJ 16 x B OR TJ 22 x 8 OF RECORD BEFORE INSTALLING SHIM. «FOR PANELS LESS THAN 32" WIDE. ' TJ 16 x 7, TJ 16 x 8 STEMWALL HOLD-DOWN TJ 22 x 7, TJ 22 x 8 a (TYP.) TJ 18 x 8, TJ 18 x 9 TJ32x8, TJ 32 x 9 AND TJ 32 x10 No, TJ 24x 8, TJ 24 x9 TJ 48 x 8, TJ 48 x 9 AND TJ 48 x 10 Exp' NARROW PANEL CONNECTIONS 5 WIDE PANEL CONNECTION 6 PORTAL FRAME COLUMN 7 SHIM INSTALLATION DETAIL 8 Table 1 - TJ®-Shear Panel Description, Sizes and Allowable Loads Table 3 - TJ`-Shear Panel Top Block In-Plane Vertical Load Capacities (100%Load Duration) 1 - TJ* SHEAR PANEL IS MANUFACTURED AND TRADEMARKED BY TRUS TJ Shear Wkth Haight Number of Tap Had-Do.n At Allowable,Load Ultini TJ She« TJ-Shsar Ponel Mode Capacity at Top Block/Roe Mtenseclkn YM-Span Yammt,(b, JOIST, AWEYERHAEUSER BUSINESS, BOISE, IDAHO. HOME OFFICE: Pane Moan (Manna)(Man.e)canneat«.pm Ann.«e pm In-Plane Pane rMgnt sneer,(roe. 200 E. MALLARD DRIVE, BOISE, IDAHO 83706, TEL: 1-800-628-3997. Shear Panel 1 Ponal Panty Had-Down Mt None Sneer one Pane SIIHnean qNs«Lead ('be) ) Mamml,(N.-Ibs) nMar uP-INt(Ibn) Lead(Ibs)3 (hones) (rof/Mch) roe A6 1865 10290 q30 W TJ 16.74Sg1. 16 n e 2 7650 5 1340 0.362 3700 ♦130 so 2 -TJ* SHEAR PANEL IS CODE EVALUATED PER ICBO ES REPORT PFC-5929. O V 3Y2" 32" OR 48" TJ laze 4Sg1. 16 90 6 2 7375 6 1235 0.392 3155 3405 as For S1:1 6"4.45 N. 1 N.-lb."113 N-men THIS REPORT COMPLIES WITH ICBO ES ACCEPTANCE CRITERIA FOR 18" OR 24" TJ 22.845y1. 22 78 a 2 95110 s zags a367 6525 6100 so PREFABRICATED WOOD SHEAR PANELS (AC 130). TJ SHEAR PANELS TJ 21.845g1. 22 90 9 2 8510 6 206s a380 5435 5160 95 Table 4 - TJ•-Shear Panel Allowable Out-Of-Plane Lateral Loads Per Rail, If 1,2,3,4 d)Ci C' TOP BLOCK TJ 15.74MI. 16 78 6 2 Win 283o 0.360 7NO $075 eo P HAVE ICBO ES-ACCEPTED R-VALUES OF 5.5 AND OMEGA OF 2.8 WHICH '�+J- PRE-DRILLED 4 PIIed Verlka 1.33 Do' If Load Factor 1.6 ovation of'd'aed Facl« 1.6 w 1.6 wm� ARE CONSISTENT WITH TYPICAL WOOD FRAME CONSTRUCTION. THEY MAY p IU TJ 16x8 D51. 16 90 6 2 7375 2435 0.394 6235 6715 85 Leaa Pm Rop (Sienik) o F FOR UPS WS6 TJ 22.74Dbl. 22 76 8 2 9680 4855 0.365 13300 11760 90 (lb..)5 Fact. Feat« BE USED AS AN ALTERNATE BRACED WALL PANEL IN.ACCORDANCE V LAG SCREWS TJ 21.6 Da. 2z 90 a 1 as,a +au a367 Io94s /oo.0 95 WITH UBC SECTION 2320.71.4 TJ t8.8 19 93 1 4 6 2 8875 1180 0.406 2905 Who 95 TJ-Sneer Panel Height,Inches TJ-Sneer Pone Height,Maw Tmb«SHma LA cdumn W d- (OR EQUIV.) / Height,mcl,es TJ 16.9 I8 las 1/4 6 2 n30 1175 1449 2615 3615 105 3 _INSTALLATION OF THE PRODUCT SHALL BE DONE IN STRICT ]e 90 93 1/4 105 1/4m 1p 7a eo 93 1H ,ns 1/4 ro 1/4 78 9070 90 CONFORMANCE TO THESE DRAWINGS AND THE TJ' SHEAR PANEL TJ 24.e 24 93 1/4 9 2 B195 19Fx1 0.378 5240 4735 100 0 70 00 110 75 55 80 70 110 75 55 85 55 80 ]0 TJ 24.9 24 105 1/4 e z 9030 1905 a449 aim 5975 no 2000 ns is no 75 55 130 110 "0 75 55 IID 90 120 IOs SPECIFIER'S GUIDE. MODIFICATION TO THIS PRODUCT AND ASSOCIATED PRE-ROUTED TJ 32•a 32 93 I/. 10 z 903o z9os a3s7 ales sa7s 1a 4000 160 130 110 7s se, 170 1311 I10 75 se, 150 130 165 1b SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON TJ 32 x 9 32 105 1/4 10 1 7 .4 4 65W 6780 150 ELECTRICAL 9805 2 9s o 2 600o zos 13o no 70 3o zos 130 "0 75 45 195 140 205 140 THESE DRAWINGS AND THE SPECIFIER'S GUIDE SHOULD ONLY BE �J TJ 32 x 10 32 117 1/4 10 2 10220 7 2615 0.478 5470 6275 165 MADE BY A QUALIFIED REGISTERED PROFESSIONAL. THE ACCESS SLOTS 8000 19s 9s 70 11 D 20s 130 100 30 0 225 140 225 lw TJ+e x 8 48 93 1/4 16 2 9935 4900 0.310 lsaos 9995 165 10000 0 0 0 0 0 0 0 0 0 0 Its 1W 225 'so p TJ 4a.9 ,a 1os 1/4 16 z 10525] 4600 0.}6o Iz775 lozoo 1eo PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED 2 PRE-DRILLED 6 TJ 49.10 4e 117 1/4 16 z 10960 7 4300 0.400 1o7so 9ns ,90 For s1:1 16.4.45 N INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE ELECTRICAL 1.Maximum tllesabin sal ellsotlan is lon,itod to L/240. de 2.Tnn moxmam garp.beam a.Pln 1.limited to 1e mane.. DESIGNER. REFER TO ICBO ES REPORT PFC-5929 FOR FURTHER HOLES 1.Tap aanns"'e ore wss.sad sore.a manmaawred by United steel Products CanPmy and recognized NPFC-%34,«eWiwxmt 3.The applied vtrlicol load Per roll in Ue Table N that mod.nicb acts in aanbmatbn with the out-of-plone lotsm loods. w IM z.Had-d..n onto«,ore]/8 into diametm ASTM A JW minimum roues IMeoo as designed by a design proleesbnal.Sea Seatim 2.z.J of this 4.The allosoae loads M the Table Maude considmatlm of the tlochmmt between the TJ She.,b I end the r bastrmd LSC.Numn INFORMATION. report nd the eumwnamg cons(u tlm,unns the afmanmmt metnoo,detailed M this report. ® 3.Had-sown uplift at all.rable looaa based an an-rhod m t erm pus to the panel width minus 2 Mchne.In-Plane shear must oleo be 5.Cheek table 2/«the TJ Shear Pane maximum alowdWe-tics o.lal lead per mu O TIMBERSTRAND anslderad m had-d.em anther design.Load duration facto,is 1..33. 4 _THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, IC LSL RAILS 4.Used only as a sneer PanM m a in91.or dwble ports I—.assembly as detailed in this r,W.Valuns ehom are,for the complete P«tol frame Q See Fiquraa z add 3 of thin report ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR d 9.The TA6x7 and TJ22.7 single ports Timbe,stro.d LSL caumn apnft is 6801ea._Irr . THE TA SHEAR PANEL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, '^ O 6.The TJI6x8 and TJ22x8 single pats Timber5trmd LSL ctlumn uplift i,660 lbs.maxknum. Table 5- Maximum Secondary Bending Moment, Shear and Axial Force Induced V` W PERFORMANCE 7.2•Sw...hardened.acre.rswbod of embeddea and of onto«ball enm aplift loose exceem 10.000 lbs. in the Beam Member of the Double and Single Portal Frame Systems 1,2 THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT z PLUS O WEBS Table 2 - TJ®-Shear Panel Allowable Axial Compression Loads Per Rail, Ibs. TJ-Sn.a,Pane M..l Maximun Induced Binding Moment M.4-Indaa.d Snmr Maximum Induced Axial Face ARCHITECT, ENGINEER OF RECORD, OR BUILDING DESIGNER FOR 4 TJ Shea, tell, Shear-133x Load Duration 1 Axlal Load Only-,OOx Load Duratlw 1 It-Ibs) lb. Ibs) CLARIFICATION PRIOR TO CONSTRUCTION. J U Pone Mode TJS x 7 2110 960 2630 E.tmior Rail Int.riar Rail Subl.P«tat caumn E.l.dar Rog Inter',«Ron singe Portal Column TJ6.a 2900 980 206s 5 -THE CONTRACTOR SHALL VERIFY THE POSITION OF THE TJ•SHEAR a/ TJ 16.74 Sol. nn 3 NA 1COX, 8000 3 NA losoo TJ22"7 2110 960 zs}o PANEL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN J BORATE TREATED TJ 16xa 4Sy. e00D 3 NA o00o eo0o 3 NA 10500 Jzz•e z9oo 96o zo65 ON THE PROJECT DRAWINGS. A ll TIMBERSTRAND•LSL TJ 22.74 Slit, 6000 3 NA 10DOO 8000 3 NA 10-IN - H`Q BASE BLOCK TJ 22.84 Far St:1 It,-4,45 N, 1N.-lb."1.356 N-men X e Sq. 8000 3 NA 1WIDD $000 3 NA 10500 1.The masbnum Ihw ed DendNq moment,shear and a.la faces morn may be reduced IMsorly if the opplkd lateral enter 1-1.1...the alopble I^-plane 6 -USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL N Q ��z Z Eal TJ I6.84 DW. 8000} NA NA 8000 3 NA NA sham load M Table 1 of t-ki report. BUILDING OFFICIAL. ,W X_ 2.The meeanum shear and a.fa Imd ore constant tlmq the length If the rowan member.M a Oouas Portal SyNnm the moment rnWw linearly hen the HOLD-DOWN ® 6za DW 9000} NA NA 6000] NA NA m.imam due at the beam man to nano of Tit boom mid-span.In O SMq.Portal system the moment reduces IFealy om o mazknum wue at the I` TJ 32x74DNl. 9000 3 NA NA 9000 3 NA NA mE wiU the TJ Sheen Pme to zem at the end.Kh the caamn. 7 _THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH Q TJ 22.04Dbl. 8000 3 NA NA am 3 NA NA THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND00 mJ TJ I9.a swo NA NA am NA NA ANY OTHER LOCAL STATE OR FEDERAL REQUIREMENTS THAT MAY NAME: LARRY PROJECT NUMBER TJ 18 x 9 6150 NA NA am NA NA APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPT. ...>a TJ 24.e Btinmin B000 NA NA NA NA win NA NA NA NA DATE: 012403 TJ 24 9 5680 CONCRETE DESIGN REMAINS THE RESPONSIBILITY OF THE EOR. 188UED DATE x A 9 5190 TJ 32 x 8 77�519. 8000 NA 8000 BO NA 6000 8000 W SCALE: NONE 01/29/05 TJ 32 NA 8 -THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING . 800o N PLOT DATE; TJ 32.10 3390 7325 NA 7350 7215 NA SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL CHECKED' MM/SM TJ 46.a 7265 e0D0 NA 6000 6000 NA FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH 05/03/04 ELECTRICAL ACCESS HOLES ARE PRE-DRILLED TJ 48 x 9 4d4o eoao NA 8000 8000 NA NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE SHEET: DRAWN BY I REVISION BC FOR YOUR CONVENIENCE. NO ADDITIONAL HOLES TJ 46.10 3055 7325 NA 73M 7215 NA TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. ARE ALLOWED. Far Sl:t ro"4.45 N 1.Tire maslh, 1 o.ia ab n,r,ssIw load that can be applied dNecOy oxen the mp M cornbtnatim.Nn the W6 desgn she«. 9 -TRUS JOIST, A WEYERHAEUSER BUSINESS, RESERVES THE RIGHT TO S P D SHEET NO:2.The mo.Nnum a Ial eanprsa.lm load that cm be IWW dmeauy owr the rap snen acting ekns(no latertl Nods praemtl. Tnts rat may be elsoned by a load Wratian fatter m opproprkb,but may hot.seed 8000 We.Per pane ran.m I0500 Ib.. CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR for in.eMgle Parts caumn. 3.May at'.,:end e000 lbs.Pm Pma. LIABILITY FOR SUCH CHANGES. SHEET OF PD PANEL DETAILS 9 TABLES 110 NOTES 11 JOB No- HE114A INSTALLED NOTES, NOTES, a. 2X STUDS O 16'O.G. I. POST PER PLAN -REFER TO MANUFACTURER NOTE: I. 6-0"MIN.TRANSITION CURVE I. P05T IN WALL OR USE -FOR MIS51N6/MI5L0CATED AS., b. INTERIOR FINISH. WITH I"m t HIDI5 SPECS.FOR INSTALLATION _MAINTAIN MINI CLEARANCE AT CORNERS TYP. COLUMN BASE,SEE PLAN. SEE DETAIL 23/PT-1 FOR FIX. c. 2X P.TD.F.SILL(USE 3X MERE I 2. 51MPSON ABII COLUMN BASE INSTALLED WITH TO WOOD MEMBER BENp5 AROV PLUMBING AND -FOR OVERSIZED HOLE IN SILL INDICATED ON PLANS)W/ TO MATCH POST SIZE 11/4"O A601 -MIN.POST SIZE 15 6 X b SEWER LIDS. 2. PLUMBING AND 5EWER LINE 2. PAD REINFORCEMENT,SEE PLATE SEE DETAIL 22/PT-1 5/8.O ANCHOR BOLTS HEX-HEAD BOLT -DEEPEN AND WIDEN FOOTING OPENING. MAX.FROM g. 5/8'VIA.RED HEAD WEDGE I�LPOYB TO RECEIVE I I -V SQUEEN TO HAVE MIN.12' 0ENb5 OF!'UD SILL ON 0 4 5 0 2 ANCHOR(IGBO sI512) OR o• SIMIPSON PEDGE ALL STUD -MIN.Vc.•2500 psi N.N.0) X NOTE;DETAIL sl FOR LEGEND (UNLDED LAP AT ALL SEAMS PLATE 6� MIR e ANCHOR(IGBO s565 WTH 4 I/2' Z< t INFORMATION NOT SHOWN. -VERIFY JFY ALL INFORMATION PER EMBED.IN CONCRETE. MIN EMBEDMENT TO GONG.O 1,6 MAX. If�MAX yy UPDATED SOILS REPORT d. 5'CON,.SLAB NY.1/2'PIA. 1 5/4 MIDDLE OF 5EA6 CONDITION i° AN IF s p a U3 --°, i--- -USE MIN.5"WIDE x 6'THICK STRAND O MID HT.OF SLAB. MIN. �i •' � ^ I ] +� ° LEDGER O VENEER, e. 04X18'TOPt BOTT.BACK UP 4. 5/b`DIA.THREADED ROD Z i�• V v F 4 a• -P.T.SLAB t FOOTING TO BE BARS O ANCHORS EDGE OF SLAB MIDDLE OF 5LAB 5E16" IA.THREADED D f 24 '.MIN. Z IS REQUIRED I ENPON 2 p ! NOTES, OR EPGON Al SYg. IGBO s5561 u • ° Q IK 1 POURED MONOLITHICALLY U.N.O. T. 2'MOISTENED SAND OVERNO /-� VI SLE -FOLLOW MFR.SPECS.FOR INSTALLATION WITH SPECIAL 1 TION 0 c1 12'MIN.° 7-1 b'MIN a d" 2 I d K N.N.OI)PER 50 5 REPORT 5 LTOU Y 15 OF ABU AND ANCHORAGE SYSTEM. EDGE OF SLAB CONDITION. A A y ° o g' SOT LOWESTF6ZApE T ENGINEERING -PAD FOOTING BELOW SHOULD BE NO MORE TENDON LAYOUT A7 OPENING CORNER DETAIL F TI - h. EXTERIOR FINISH W/6.1.BASE THAN t b"OFFSET FROM POST LOCATION. BEYOND X SCREED.SEE ARCHITECTURAL. CONSULTING PT-24N °o q K. TISUPPORT PORCABLE ON I(�.I�K.OR GROUP miss L.COL. BASE 24 HD14A/HD15 HOLDOWN INST. 17 TYP. CORNER OPENING 12 �: �+ PLASTIC CHAIR SEE PLANS PT- PT-12N INTERIOR f T/ FOR GABLE SPACING. L. REUSABLE PLASTIC,POCKET D. 2 ' I FORMER INSERTED IN 5/4'0 4400 CAMPUS OPINE MIN NOTES, I. ROUGHEN SLAB CONTACT c1 ° I 1/2'CLR.NAIL HOLE IN BULKHEAD. NEWPORT BEACH I. 4X4 POST,U.N.O.SEE PLAN d -WHEN POST LOAD BEARS O CAST-ON SURFACES TO RECEIVE CA5 TO BULKHEAD m. AFTER STRESSING t APPROVAL CA 926M SLAB THICKEN CONIC.MIN.24"50.ALL -ON SLAB 2ND POUR b h BURN EXCESS STRAND I/2' MI I 0 T 2. STRAP,SEE TABLE BELOW o THE VSAY TO LONER P.T.SLAB. 2. ALL AB.,HDb.t STRAPS 24"MIN. PAD SIZE. TO 5/4'INTO RECESS. NEWPORT BCFL' ("0 752-16Yt HOLDOWI -SEE DETAIL 01 FOR LEGEND MUST BE MADE LONG ENOUGH 515E PLANS M. TOP OF MAT.6RADE OR FAX (WY)752-M STRAP• HTT22 5/b" 10" 5. EMBED.IS FROM TOP OF SLAB - t INFORMATION NOT SHOWN. FOR MIN.EMBED.INTO FIRST t HD2 HDSA AT MONO-POUR FOUNDATION S POUR OF SLAB OR FOOTINFf EXTERIOR d k a c coMPA,TE6 FILL. ppyM sPRNc ( 929.Epgp SYSTEMS. O �l o. EXTERIOR FIN.6RADE PER HD6A/HDDA HDQb OR 1/8" IS' NOTES, ° - ��\t I. PROVID�MIN.s4 BAR b'-0' 5. SRE AGED W/SOLID GONG. pEAQ e L m o CIVIL DRAWNGS. 1/b' IS' OR READ EPGON A-TIE I 0F7 ?;0 O 5"FROM THE TOP CATION CENTERED 4. 4T T`H1 NKR Net ILT-UP SLAB PAD FOOTING DETAIL 6 2 8AEED J.BEW4µ PE DBE.STRAP HHPI OR +i A H I A I A ADHESIVE SYSTEM. AT'HD'.(BEND RESAR AT OVER COMPACTED MOIS P7-6N i APPROVALS: ICBO s52T9 t CORNER) SAND BASE. e5560 111,6 ITY OF L.A.R.R. �° 5. 6Xb-IOAO W.WM.OR 05 e° p RESTRICTIVE NOTICE 02521+1 s255111 REFER TO �.�, 0 18"O.G.EACH WAY 1 Icw AND MANUFACTURERS _ -DEEPEN FOOTING A5 REQ'D. SPECS.FOR INSTALLATION MI DE ACHIEVE le 4' d 1 5 4 5 5 I.I. WATER PROOFING PER ARCH.n PROPERTY OF a0UNe EN&NEM A 29 PROCEDURES. iT g K d AND/OR SOILS ENGINEERS ° ADD.(2)-s4 Y 11 4 x GOLY -SPECIAL INSPECTION IS -REFER TO MANUFACTURER m 8" RECOMNDS.EXTEND NFOVS,EN I o 9 °.TYp IN CATEGORY II t III ONLY HkLTNQ OROUP, N0 2 PEGS.FOR INSTALLATION of k BELOW GONSTRUGTION JOINT CONFUBALLL 7O ALL RECURRED DURING ALL HTT22 INSTALLATION MD INSTALLATION TO WOOD MEMBER 2 MIN f ao Iq PART OF INSTALLATION. -MIN.DIST TO CORNER .12". TIE8EOM1Ml[i8 L MIN.GONG.5TREN6TH, 51MPSON SHOULD BE 5' W ° f c•2500 psi 51 WN de le AND TYPE IN -MIN.III -2500 ppssi N.N.0) L �? TYP. n 9' S` _CM AW __ 5 -ADEQUATE SIZE WASHER REQ -SEE PLANS FOR HOLDOYN TYPES. °s way .. 2. s4 ,I�,d O 18 O.G(VERT) STFIUMUFES BE WHEN ANCHOR BOLT 51ZE 15 HTT22 13/4"20 5/8'gg/8"O 55T624 4X4 _SEE DETAIL sl FOR LEGEND < ry I 'a r � �� SMALLER THAN HOLE IN HD-5A 1 5/4"20 5/.S/ '0 T824 4X4 t INFORMATION NOT SHOWN. a - 001�"O +s°0 KTM0 PHDB 13/4"24_' 1/D"a 55T62b 4X4 _FOR MISSIN6 OR MISLOGATED m >w -i 3. s4 REBAR R LA DIA, snow HOEDOWN. Wu1 d1 Y CONSTWJCTION STRAND PER PLAN. -GONGTRAGTOR SHALL SPECIE IV-CIA 1 5/4"24 1/b'1/8'a SSTB28 4X4 HOLDOVN STRAP,SEE DETAIL b" e1 JOINT OPTIONAL TYP. EXTERIOR FOOTING 1 R a VCL HD-IOA 15/4'24 1/8'1/8"0 SSTB28 4Xb 25-PT-I 9"MIN. OVERALL LENGTH OF ANCHOR. I I/2'GLR. d 5 4. 04 0 lb"O.G.HORIZ. TM OR"2N2 MIN. NAIL TO BULKHEAD P1-13N 4 NOTE, 1. ADD+4 HORIZPO 12"010 10MM�eeW® -FOR OTHER HOLDACV. NOT TYP. HOEDOWN INSTALLATION 18 LISTED I TABLE ABC.4/OR -SEE DETAIL si FOR LEGEND WHEN"D"EXCEEDS 12" OTHER GOND.NOT INGL.WED Z 2 I'10HIS AND INFO NOT SHOWN. 2. 10"a STORY 8"0 STORY Y HERE,GQNTACT GGWIS - BUILT-UP SLAB TENDON SUPP. 13 Z THIS DETAIL 15 FOR DROPS 0"O 3-STOF2Y,4-STORY O REVISIONS EN6INEE NT GROUP OF NOTES: I. (2)s4 T t B W/2'-0"MIN.L 1 OVER 12"!30"MAX. N.N.0). PARTY WALL AND WHEN"D" COMPANIES FOR SPECIFIC FIX. -SEE DETAIL s1 FOR LEGEND t EMBEDMENT IN ADJACENT O ° EXGEED5 8' HOLDONN STRAPS ARE:ALL PAS,ALL -GHEGK LOCATION OF TENDONS AND INFORMATION NOT SHOWN. SLAB t FT6. I. P05T PER PLAN -SEE DETAIL s1 FOR LEGEND 3. s4 VERT.W4400K O IS"O/C NO. DATE DEBC. •HPA'gg PA��pp4 MPAHD,�{pAD 2 PRIOR TO DRILLING SLAB TO p -FOR MIS51N&OR MISLOGATED 2. TENDON WHERE OCCURS ON 3• I l t INFORMATION NOT SHOWN. WHEN"D"EXCEEDS 12" HPAHb22-2P, YHDIO AND STff4 AVOID HITTING THE GABLE. F HOEDOWN STRAP,SEE BET.23/PT-I. PLAN,PROVIDE s4 HAIRPIN BATTER 2. SIMP�.+ON COLUMN BASE Is"�'+I�'+.' 4. "D"VARIES PA ANCHOR. 2 GB/LCB/MCB PER PLAN, J. SEE TABLE"A"FOR MIN. 2 06/21/05 CLIENT REV FIX FOR M 1551 N6 HOEDOWN 25 w 3. PROVIDE«4 VERT.O Ib"O.G 10.MIN.A AT SEC.2 AND IL REFER TO ONLY IF'D"EXCEEDS 18" g, sg MIN.'V'BAR BENT 12`/�12" THICKNESS MIN.AT SEC. C. PT-25N ARCH.�-MIN --�.H TALL. g I" THRu STIRRUP OF COLUMN BASE TYP. SLAB OFFSET DETAIL 7 4I 4 05/05/04 CLIENT REV Q - 4. (2)s4 E/TN PER PLAN .N- . _ FIINI Y = S. PLATE t ANCHOR DOLTS NOTES:24D�' 'S"SHOULD BE MAX 16" NM1 ~� �n �OCCURS. d t t a b d IHL FIa� !!J Z 6 •� b. PAD FOOTING PER PLAN II IS OVERALL DEPTH OF FT6. p Epp 4 a, 1. TOP OF CONCRETE WERE 2. 511. �PLAT PER��/2" -BEND REBAR5 IF REQUIRED t 2 = j5J OGQIRS,FT'6.REIN'F. LAP MIN.48 BAR DIAMETER x N O(I V 3 2 3. ANCHOR BOLT.SEE PLANS NA.1 - ,.. .R DETAIL_ I R' if1� , i NOTE, 1 FOR SIZE AND SPACING.13•e' REINFORCEMENT TO MATCH 111 A w U -FOR MI551N&"GB",SEE 4 4. S"GLEARAMGE TYPICALFOUNDATION DETAILS. p 2• 0 Q " SEE PL NS, 5 2 DETAIL 24/P7-I. 4 S. ADDINTO#4 BA SENT DO °° �° TYP WING GLR. I GLR 6. 1'-0"TO THE BOTT.OF THEJ No. WALL FT'6 12 MIN TIE BEAM I MIN IO HEADER •301. TOP OF SLAB AT GARAGE , F-IW, , n in @'8. TENDON PER DETAIL.TIE BEAM / WING WALL PT-19N 19 I 5 9. b'b'TO THE BOTT.OF THE �..° if_ HEADER W/RAISED CURB IN GA(2-04 YB 10 T.X�Y �. Cl d I S L 5"DIA.CONCRETE FILLED �d - 10.1"CURB MIN. PT-2N STEPPED FOOTING 26 PIPE R 6,ARo. 5 r • 12. 05 C MIN. p n 2 CONCRETE FOOTING 12.»5 CLOSED TIES.4"Q.G. TYPICAL INTERIOR FOOT I N6 2 2B PT JOINT A5° I I 5. 56"OR PER ARCHITECT. COLUMN BASE 14 NOTE' L FINISH GRADE rc PT-14N RAISED CURB DETAIL 8 I. PROVIDE•4� 0ID'04. CONTRACTOR 15 RE5PON516LE 2. BAGKFILL TRENCH EXGV. 2 •J r n� n PT-8N FOR PROPER SHORING WHEN PER$OILS REPORT L} J I. MINIMUM 4Xb POST IN 2X4 5 5 2. PROVIDE 04 VERT.O ID'OL Q REQUIRED. 5. BOTTOM OF TRENCH b I 5 WALL AND 6X6 OR(2)4X6 IN E.W.ONLY IF"0"EXCEEDS EXGV NOT TO EXTEND 2X6 WALL 12"TALL. V DELOW THI5 LINE 2' b• 2' I. SLOPE TRANSITION(SEE 4. CREATE PIPE SLEEVE 2" Z 4 2. DEEPEN FT'6.t BEND THE P.T. I TABLE BELOW). kQ 5. b'0 I-STORY 8Y 2-STORY W LARGER THAN PIPE PIPE COLUMN 20 5 �p- REBAR O CORNER A5 NEE _ 10"0 5-STORY 4-STORY t A p E 2. 'D`•SEE ARCH.,AL50 SEE Ns�EN'D'EXG�EDS 12'. 'L J- 50'MIN • --- � - ^,7 PT-20N 3. DBL STRAP HIOLDOWI:a PER TABLE BELOW. d I Q W lD I I I PLAN AS SHOWN.TO BE OPTIONAL 4 4. ADD 04 HORIZ.0 12"O/C I. 5'X 5"X 1/4"X 50"LONG STEEL �-4"1' INSTALLED OVER SHEATHING, 5. *2400�5 x 4'-0"LONG WHEN"D'EXCEEDS 12' Q pal ANGLE. Cr5/4" 4. SILL PLATE PER PLAN N' b 5. "D"VARIES,SEE ARCH. Q- TRENCH PARALLEL ° �' J Q 6 I A-A 5. s5 HOOK B ALL BENDS 4. TRANSITION LENGTH 5CHED. i 6. 3 I/2'GLR ALL ANCHOR TYP J J 2. (2)3/8'DIA CARRIAGE BOLTS TO FOO71NFaf ID" I `I ENL 5. SHOVEL FOOTING SHALL MEET YHE MIN.STD. 2'"O' 1 5 I PLAN I I 4. 12"CONCRETE EMBEDMENT A 3 5 HOOK REQUIREMENT ♦ 2 D=7'si'• H= 4' „ 9 2 NOTES. SAND SHALL ALSO .•- :� b. ADD 04 5'-0"CENTERED AT 3 D=10"-12' H= i BE PLACED IN 6ARA6E SLAB I 'MIN I •.I 5. 2X4 P.TD.F.MEMBER s y ° o HOLDDONN in � AREA TO AID IN CONCRETE n '.� °1• 0 5. SEE TABLE'A'FOR MIN.THI K- ,� CURING OMIT VISOUEEN IN 4 a. 2X4 P.TD.F.PLATE MOTGH °b NOTE: - n NESS AT SEC..9 t 5'-D MIN.A q. C01M IF APPROVED BY AROUND STEEL AN6LEJ. ° -ALL STRAPS ARE SIMP50N 5 SEC.90(10'MIN FOR AB.GLR) h SOIL ENGINEER. Z In 5TRONG TIE. FOR AB.0.R). 1 O ar (2)- NOTE: ADD.(2)-s4 BOTT. -SEE DETAIL si FOR LEGEND COMP 2 I ,� 5 -FOR MISSING OR MI5LOCATEO X GOUT.IN -FOR DROPS,OVER 12",PLEASE X CONT.IN t INFORMATION NOT SHOWN GE D R 04PENETRA IT ON ILL �TED ° ° ° HOLOONN STRAP,SEE GATE60R 11 t III SEE DETAIL 1-PT-1 CATEGORY II t III ONLY TTf PONY WALL m 2 DETAIL 25-PT-1 ONLY H. 12'TYP. „� SEE DETAIL MI FOR LEGEND _ PT-21N -'� AND INFORMATION NOT SHOWN W TRENCH PERPENDICULAR TO FOOTING - -� I. OVERSIZED HOLE OR HOLE 12"MIN �,12"MIN�, 517,12i IMP',�ON 1e F TYPICAL EXTERIOR 5TEM WALL 3 o V� L W I 6F GREATER THAN 1116"OVER H oNN 5TYP. SLAB STEP DETAIL 9 9B zBOLT DIAMETER. p 10" 4 2 -16ds COMMON PT-9N31 TYPIGAL TRENCH @FOOTINGS 7 2. ANCHOR DOLT TM < _, SAGE OF d SOLA SLAB FROM 5TEM 3PT- 7N 2" li WALL.N5E 12 FIBERBOARDO• 5. SILL PLATE PROVIDE CONTROL JOINT AT -TYPE OF CONTROL JOINTS MATERIAL)STRUCTURAL DE516N NOTES • 4 �I�'- I iia° • 20'-O'MAX.EA.WAY(U N.0) TO BE SELECTED AND PLACED 4. EPDXY&ROUT HOEDOWN STRAP 15 -SEE DETAIL s1 FOR LEGEND t AT LOCATIONS 5HONN ON s NOTE; Z I.DESIGN PARAMETERS FOR THE ANALYSIS OF THE POST TENSION SLAB ON GRADE 15 PT-1SN INFORMATION NOT SHOWN. PLANS IN AC 0RDANCE WITH ° ° -SEE DETAIL sl FOR LEGEND J H BASED ON THE INFORMATION PROVIDED BY:PACIFIC SOILS EN&IMERIN6 FIX U51HO EPDXY GROUT FIX USING SIMP.BPS 5/b 5. SIMP50N BPS 5/b -PROVIDE SAW GUT WITHIN GOOD NTRACTOR5CONSTRUCTIO PRACTICE t INFO.NOT SHOWN. O J V b. STUD WALL PER PLAN I. 4X4 POST N.N.0)ON PLAN 24 HOURS OF POUR. AT CONTRACTORS OPTION. W NOTE:DEVELOPER AND/OR GONTRAI TOR%HAU DOWrMNT5 FOR THE I 2. REFER TO PLANS 4 TABLE 9 ~ 2 DELOW FOR CONNECTION ,n FOUNDATION TO THE SOILS ENGINEER.THEY SHALL BE REVIEWED BY THE SOILS TYPE I/5'x'D"MIN. 1/5"x"D"MIN. ° ° ADD.(2)-s4 SOTT.X CONT. V, ENGINEER PRIOR TO THE START OF CONSTRUCTION. PT-22N y d IN CATEGORY II t III ONLY J Z FIX FOR OVER51 ZED HOLE 22 I/4"x*0"MAX. d I/4"x"D"MAX. d DESIGN CATEGORY (EXPANSIVE SOIL) MAX DIFFERENTIAL 9. ADD s4 X 5'-0"CENTERED 0 1/b MAX. I/b"MAX. :N ° _ (SEE TABLE"A"ON EDGE CENTER ALLOWABLE 501L 5ETTLEM$NT IF APPLICABLE NOTES: I. 5/8"O VED6E ANCHOR. USE HOEDOWN W/IN SHEAR GONE ,! Lu LIFT LIFT BEARIN6 PRE5�5ME (C.OMPRE551BLE SOIL) -MIN.SPACIN&BTNN.ANCHORS TO BE 6'.IF i WEDGE ANCHOR TO REPLACE 1 , OMIT s4 BAR IF TENDON OR ° ° ° � q'�. p1� �F• U W PLAIIS) SPACING IS LESS THAN 8",USE THREADED EA.MISSING INT.WALL ANCHOR GOUT.REDAR EXIST RIGHT 0 9' Vz Y 0.46" 5.2" ROD5 EMBEDDED 5"INTO CONCRETE NV BOLT t USE(2)NED6E ANGIOR5 'o THI5 LOCATION. , 0 FT-4N ~ to CATE60RY 1 2000 PSF 51MP50N SET EPDXY(IC, 279)OR TO REPLACE EACH MI551N6 II O .. _ „, ..._.. 0 W JI Em 55' b EPGON Al ADHESIVE 9 (IGDO 0i560) A.B.•EXTERIOR SHEAR WALL Q H m J . ..., Y 0.64' 55" SPECIAL INSPECTION 15 REQV.FOR TH15 SYSTEM. t SHEAR WALL BTWN.HOUSE .o DRIVEWAY TO GARAGE/APRON 4 CATEGORY II 2000 P5F -WEDGE ANCHORS CAN BE SIW50N WEDGE ALL AND GARAGE. 2 Ers 4.' b.' NOTE, ZIP STRIP SAW CUT/HAND TOOL JOINT PROJECT NUMBER (IGBOs5651)OR IT'W/RAMI5ET RED HEAD WEDGE 40.75' 6b" ANCHOR(IGBOsl572. 2. 2 NID MIN.•EDGER FTC, u ° -ALL STRAPS ARE SIMf SON NOTES CATEGORY III 2000PSF I'OVER 20' -CHECK LOCATION�TENDONS PRIOR TO CONDITION t CENTERED 0 ° STRONG TIE. -4 I DETAIL S FOR LEBEtm 6033E 4Z5' 6.' DRILLING SLAB TO AVOID HITTING THE GABLE. INTERIOR WALL CONDITION. -INSTAL STRAPS OVER SHEAR t INFO.NOT SHOWN. 2.CONCRETE STRENGTH 15 TO BE MINIMUM 1'6•2500 psi AT 26 DAY5,5'MAX.SLUMP. -NO SPECIAL INSPECTION 15 REOUIRED FOR g 4 1/2"0 YEDOE ANGHIOR5 t INTERIOR _ TO DETAILS sl It s2 TYPICAL CONTROL JOINT 1Q d r K PANEL �`)ED DAM TYPE II OR V CEMENT.WATER CEMENT RATIO(NVW=O30 MAX..11/2'MAXIMUM HEDGERS ANCHO FOLLOW MFR• 5"0 EPDXY. FOR MORE INFORMATION PT-1UN n 01/29/05 A66RWA7E SIZE,DESIGN BASED ON Vc•2500 I.CONCRETE SHALL COMPLY WITH RECOMMENDATION FOR INSTALLATION. °° -MIN.N'c INFORMATION RM psi. O FOR MISSING OR MISLOGATED R H PLOT DATE UBG 199-I TABLE 19 WH EN EN CONCRETE EXPOSED TO SULFATE CONTAININ& HOLDONN STRAP,SEE Z d SOLUTIONS IN ACCORDANCE WITH SOILS REPORT REGOMMEIVATION SEE CONCRETE I ��n� 5 DETAIL 25-Pi-I 'e I 05/03/04 o <PLACEMENT NOTES FOR MORE INFORMATIONS. I. SEE FOUNDATION NOTE ON • • L NAILS SNI.FOR' T PINS. 3.TENDON ANCHORS SHALL BE AS MAOR VI CORP, PPROVE N SCREW PRODUCTS 5 I T PA- 4' 20 -16d's SINKER . DRAWN BY', REVISION BY: C.O.INC.APPROVED BY I.CE.O.s459.1 OR VI COR .APPROVED BY I.CB.O.s5020 OR OTHER EQUAL. a D HP ID22 10' 2 1 y GO NOTE: u�° NPA-26 b" 4 -1 s I R ° ° -t��INFORM1ATlION NOT 55HONA1. °+ 4.SEE ARCHITECTURAL DE MANUFACTURERS)5HO DRAWINGS FOR MASONRY OR PRECASTEXTEMOR - I 2-I -lade COMMON SHEET NO. FIREPLACE FOUNDATION DETAILS,IF NOT SHOWN ON P057-TEN5ION PLANS. 2 I 1(280 -1 ' SINKER 10 -II R PER ARCH. PT-1 1281 M1551 N6 OR MISPLACED A.B. PT 23 HOLDOWN STRAP PT-,6N 16 NON-BEARING INTERIOR WALL 11 POT5HELF FOOTING PT-5N 5 1 ' _ i 46 db I. PROVIDE MIN.04 BAR 6'-0' 1 I. 5'X 5'X 1/4'X 50'LONG NOTE: I. CENTERLINE OF P05T NOTES, a. 2X STUD5 O Ib"O.G. LONG,5"TO S"FROM THE y r1 STEEL ANGLE SEE DETAIL 01 FOR LEGEND AND PAD FOOTING FOR MISSINB/MISLOGATED A.B., b. INTERIOR FINISH 4"MIN TOP OF THE FOUNDATION AND INFORMATION NOT SHOWN 2. POST IN WALL OR USE SEE PET.MWI FOR FIX °. 2X P.T.D.F.SILL(USE 5X CENTERED AT"HD".(BEND 2. (�3/b'DIA.CARRIAGE COLUMN BASE,SEE PLAN FOR OVERSIZED HOLE IN SILL PLATE, WHERE INDICATED ON PLANS) NOTES, REBAR AT GORNEW BOLTS 5. PAD RE I SEE PLANS EMENT, *EE PET.MIN 10-MI�6QUEENFOR 'TO HAr Mly.12" a 1Z/D.C.! I�MLAAX FROM S'SHOULD ee MAx ID' o �'�' 2 b 5, SHOVEL P0071N6 1•^ELDED LAP AT ALL SEAMS N.N.OJ ENDS pF MIA SILL N.N.O.ON ° DEEPEN FOOTING A5 REQ'D. I d VERIFY ALL INFORMATION PLANS)W/3/Ib'X2'X 2' ` I fTU.REIN1'.9'16 OVERALL DEPTH OF PT'S. TO ACHIEVE le•4' - '� Pd!ceTNL o 4. 12"CONCRETE EMBEDMENT 1 2 PER UPDATED SOILS REPORT PLATE WASHER. REFER O INSTAL G�NR ENLARGED USE MIN.5'LED6ER a VENEER d. 4"GONG.SLAB WA13 BARS BEND KEBABS IF REQUIRED tLAP SPECS.FOR INSTALLATION I ,I , MIN 46 BAR DIAMETERS �O WOOD MEMBER PLAN VIEW 5. 2X4 P.TDF.MEMBER •I6'O.G.E/W a MID HT.OF ° ° :'• � SLAB USE 6X6- XIO • G MIN.DUST.TO CORNER �d - - - -- - - AS AN ALTERNATIVE -�. REINPORGEMENT TO MA7GH BE 5' • x - 6. 2AROUND STEELAAN&LE)TGH °T 1 a b h TIT. N.N.OJ •-r PER -ONT POIRCAnON DETAILS. •MIN.P L S I`O paI N.N.0) �,x-'I e • _ * *E '°'1-T e. T 4 D0 TOM GO T T�S •SEE PLANS FOR HOEDOWN 1- \ ° 1 d P a q __ TOP! BOTTOM�.N.O lJ TYPES. �1i 1 s., \ %° � 1 � P. 2'SAND OVER 10 MIL SEE DETAIL NI FOR LEGEND! 4 1 y PLxAND 1 - - I y1 ,/BEN OVER 2"SAND DS115 INFORMATION NOT SHOWN D5104 II-; S .•. -� ~ °� c •:' N.N.OJ PER SOILS REPORT ENGINEERING -FOR MISSING OR MISLDGA7ED 124" MINI e ' h• EXTERIORs ' IT6tc'TtBiR CONSULTING ,y+ HOLOOWN STRAP,SEE DETAIL i _ ��,^�� k. SEE FOUNDATION NOTE b� STEPPED FOOTING 23 ,N. N s"" 2D-SDI MIN PONY WALL 13 ;1r °-`-` a� m. ON SHEET Sne FROM STEM GROUP de d 05tot INTERIOR EXTERIOR ...� � WALL I/2'FIBERBOARD I. FINISH GRADE 4. CREATE PIPE SLEEVE 2" NOTE, I. POST PER PLAN I MATRIAL)._ 2. BAGKFILL TRENCH EXGV. LARGER THAN PIPE TO CORNER TO CORNER FOR BLS SIP�GB',SEE 2. GIMPSON CO UMN p� ISOLATED PAD FOOTI N6 6 -'ram J < P. EMBEDMENT,USE THAN 4" 4400 CAK0A DRIVE 4 DOWELS NEWPOFtf BENCH PER SOILS REPORT HTT22 INSTALLATION HD INSTALLATIONPER NOTE: 5. •g MIN.'V'BAR BENT r e �4 a 32'O.G. CA 7lSSO S. BOTTOM EXTEND TRENCH EXGV. FONTRAGTE R 14 RESPONSIBLE 11 ° I° P NOT TO EXTEND BELOW THIS FOR PROPER SHORING WHEN SIMPSON de le ANCHOR• POST 1i_. y.BATTER OF C12'MN STIRRUP ° _ pp LINE REQUIRED DOVN AND TYPE IN 1 7 OF COLUMN BASE 1 X q. PLYWOOD PER PLAN. FAX, RT BCH: (WO 762-16t2 4. PLATE T 4 W PER PLAN '•COND'A' r. CO A HAT.GRADE OR FAX (U49)7Ri2�921 j_P HTT22 1 5/4' 20 SW 5/b"a SST524 4X4 5. PLATE t CURS R BOLTS ✓7'a GOND'B' SEE DETAIL»I FOR LEGEND N Q GOMPK.TED FILL. PALM gpgOM (76p)923-COW HD-SA 13/4' 20 S/b'S/D'O SSTB24 4X4 SSTB WHERE OCCURS INFORMATION NOT SHOWN JPFIDb 13/4' 28 1/b' l/b'O SSTB54 4X4DOLT6. PAD FOOTING PER PLAN2 F .i1. TOP GONGRETE WHERE �W,OIGA V g� SAEED.L BEKAK PE� HD-6A 1 3/4" 2b l/6' l/b'•55TB34 4X4 `�� _ Og BEND REBARS IF REQUIRED! Q. . - THESE DETAILS ARE I I '' � 2 HIM 0' 1 5/4' 2b 1/b' l/b'♦557834 4X6 2 • --, ') p dLAP MIN.4D BAR DINNERS FOR VERY LOW EXPANSIVE H yL4;�=] B7K b'Y• q 5O1LS GO RE ITH VE 9010!NoRESTFOCT1VE NOTICE TREWSFQQTlNCw5 r LOCATE•4 THM DENUM durum•,Mo 28 i TYP. HOLDOWN INSTALLATION DS,Dg 18 o •_•__ _____ PERPL,N, TYPICAL EXTERIOR FOOTING D5095N 1 W�CIPM��`AND ALL ° 101-01 'N NFOFAWTON MORIN a CON40ENTIAL TO ALL REOPIWIS I. S/b"O WEDGE ANCHOR.USE __ _� _� P a b d I. ADD 04 HORIZON.a 12"O.G. �a�I NO PART xEca��THEN GRAWIM nI�/LBlian -i (I)NJLACT ANCHOR TO 1 i REPLACE EACH MISSING INT, " WHEN"Co"EXCEEDS 12". z ° i WALL ANCHOR BOLT!USE i ° f 2. •4 VERT.a 1S"O.G.WHEN"D" REPROOUCEq NOR CM ANr f • I (2J WEDGE ANCHORS TO °° _ 1 EXCEEDS 8" �T T � REPLACE EACH MISSING 2 ~ • Q �a--� W11HOIlf WIRIEN CdwBIP OF ADD(2)r4 X 4'LONG COMPACTED A.B.a EXTERIOR SHEAR _-� ° 1I 001 Bi0•!®INO COIIaLTNO CENTER a PENETRATION FILL WALL!SHEAR WALL BWTN. '') ° ° 6" 6' II "• NOTE, DidF HOUSE AND GARAGE SEE PLANS GLR 5 ,. 1 SEE DETAIL•I FOR LEGEND COPYR101Tf ODNa BQW*ERM -+ D5023 l2• ) <� ! INFORMATION NOT SHOWN. 001e1LTIN00ROP 20M TRENCH PERPENDICULAR TO FOOTING - - 2. 2 v2^MIN.a EDGE of Pre. LL� RESERVED CONDITION!CENTERED e INTERIOR WALL CONDITION COLUMN BABE 14 - �° z TYP. TRENCH FOOTI NGB 24 STEP AT CONCRETE SLAB 7 e s - D5117 li. 5. 5 I/a2'EPa XDGE ANCHORS! D5099 ° e e REVISIONS 1 I. MIN AND Xb OR(2J M 4Xb POST IN 4X6 I. P05T PER PLAN I' b'a GOND"A' NOTES: z b -{- NO. DATE DESC. IN 2KALLX6 WALL I WEDGE ANCHORS CAN B SUMP. 5 F 2. DEEPEN FT'6.!BEND THE I 3 II 2 2. SILL PLATE 5 .B bYGOND"B" iI • • REBAR a CORNER AS 2 Ob/21/03 CLIENT REV WEDGE ALL(IGBO 5631 OR `0 NEEDED. 5. ANCHOR BOLT.SEE PLANS U.N.O. I _W d ° ANCHOR RE HAD WEDGE , FOR SIZE AND SPACING ANCHOR(IGBO•Iy�2) A A c c 0 3. DBL STRAP HOEDOWNS PER 4 3"CLEARANCE.TYPICAL 4 05/05/04 CLIENT REV 2 NO SPECIAL INSPECTION 15 PLAN AS S OVER M.TO 1 II 6 i1 11 " • 'REQUIRED FOR WEDGE 1 SHEATHING 11 5. ADD«4 BAR BENT DOWN _ -_-__M.__ ANCHORS.FOLLOW MFR. „ INTO FOOTING AT CURB RECOMMENDATION FOR 5 4. SILL PLATE PER PLAN ii ii 1P ° INSTALLATION ° 11^ II 10 �. - °•u $ d J1 ° ❑ 6. 1'-O"TO THE BOTTOM OF MIN.SPAGIN6 BTWN.ANCHORS /` A 5. •5 HOOK BAR ALL BENDS 4 a THE HEADER NN.O.) 1I "11- TO BE W.IF SPAGIN6 15 LE55 - SHALL MEET HIE IN.STD. cJl d• 1L� 6 7 =0 cJy1 THAN b'USE THREADED RODS HOOK REQUIREMENT - 1. TOP OF SLAB AT 6ARA6E EMBEDDED S'INTO CONCRETE d .:NOTE: ° IMPSON SET EPDXY(IGBO b. TYPICAL GONT •4 TOP AND ° • .? Wy�gg • • FOR MISSING OR MISLOGATED BOTTOM N.NA� °° 2 MS7M)OR EPG05 Al ADHESIVE S ° SYSTEM(IGB15•5560)SPECIAL z HOEDOWN STRAP,5EE DETAIL _ INSPECTION IS REQ'D.FOR THIS E ' 20-SDI ° 9. b'-b"TO THE BOTTOM • „ SYSTEM '° ALL STRAPS ARE 51MP50N OF THE HEADER Q 5 5TRON6 TIE �, 15 MIN.e PARTY WALL WI L Ig' - d ° 10.l'CURB MIN. q .r D5096 PARTY WALL RAISED CURB D510 • ° 4' STRAP EMBEDMENT MARK 15• ° NO. ,. 29 25 MISSING OR MISPLACED A.B. 19 " B 2 COLD JOINT. 11. I'-1Q"MIN. IN BEARING FOOTING 2 I. 4X4 POST,U.N.O.SEE PLAN 12"MIN 12'MIN 5 RAISED CURB 8 D5017 q 2. STRAP,SEE TABLE 4 NOTE, a h NOTE: �� SIMPSON e T SEE DETAIL 01 FOR LEGEND AND 3. EMBEDMENT 15 FROM GOLD HOLDOM EACH STRAP FINISH LE6E O f INFORMATION NOT INFORMATION NOT S OM. JOINT AT NON-MONO POUR 54- � d c FOUNDATION SYSTEMS. (2)HPAHO22-2P O- 4X6 25)-Ibd'S COMMON 1 j 1 2 (2)HPA55 1/4 4" ?)-I6d'a COMMON 1 K O TIE BEAM RESARS TO CONTINUE l i NOTES; (2)STHDI4 4' 4X8 (50)-Ibd'a SINKER g/4, f LL - •��'/ INTO EXTERIOR FT65 MIN.24". z USE SIMPSON SET EPDXY-TIE - O t 1I REDHEAD EPGON Al ADHESIVE H� J < - LOWER TIE BEAM AS NEEDED. �Q SYSTEM.APPROVALS:1GB0 HOEDOWN STRAP 15 " din ADJUST EXTERIOR FT65 O TIE q--------- Q V °5219! 05560!CITY OF LA LL h - BEAM LOCATION FOR REBAR 4 • S=a <(p Z R.R.•25719!•25319 REFER T • DEVELOPMENT. ICED AND MAN FFAC.TURER5 11�N O U SPECS.FOR INSTALLATION I. 4X4 P05T N.N.OJ ON PLAN O PROCEDURES. 2. REFER TO PLATES!TABLE 12, m O lu BELOW FOR CONNECTION F 4• u ° SPECIAL INSPECTION 15 I TYPE ° ° C Q Sl MIN. REQUIRED DURING ALL 2 _ t'x " - INSTALLATION d NOTES; a �j MIN�GONG.STRENJ6TN ALL 5TRAP5 ARE SIMPSON D5014 •eGONp• • 5' <m J J P'G 2500 pal . STRONG TIE TIE BEAM 9 •MN•a IMP. MISSING REPLACE ROD eEMBEDMENT INSTALL.STRAP"OVER HOEDOWN 5 HOLDOM ADEQUATE SIZE WASHER .;•.:�:,' + ii ...�;..,,..„ SHEAR PANEL REO'D.WHEN ANCHOR BOLT REFER TO TYPICAL INTERIOR NOTE: 9TRM' NTT22 5/b' 10' SIZE 15 SMALLER THAN HOLE 1 4 v�' FOOTING DETAILS FOR MORE 12'a '6 Q Q !HD2 PPDSA IN HOLDONM. INFORMATION PROVIDE CONTROL JOINT AT " HP6AMDDA HDQb OR 1/b" 15, CONTRACTOR SHALL SPECIFY MIN.P'c-2500 PSI 10'-O" EACH WAY N.N.OJ D5002 H06A,+VbA OVERALL LENGTH OF ANCHOR. INSTALL ADDITIONAL•4xb'-0" SEE DETAIL•I FOR LEGEND! DBE.STRAP lDpb OR 2 •� a4 ND IF CONT.REBAROEX 5T w INFORMATION NOT SHOWN EXT. BEARING GARAGE CURB 3 _o 0 AND HDIOA HDIOA l/b' 15" FOR OTHER HOEDOWNS NOT LISTED IN TABLE ABV.4/OR •o• INTERIOR GOND. a THIS LOCATION. PROVIDE SAW GUT WITHIN 24 OTHER COW.NOT INCLUDED HOURS OF POUT (L°_ •HOLDOWN STRAPS ARE:ALL PAS ALL HPA'5 HERE CONTACT 60WI5 EN6'.O. SEE DETAIL•I FOR LEGEND i D"MAX. 1/b" SEE DETAIL•I FOR L.EM ! W d d ,,,INFORMATION NOT•NWN Bl PAHD42,MPAHD,HPAD22,HPAPIDJ2-2P, 6R01)P OF COMPANIES FOR .o• INFORMATION NOT SHOWN RADIUS _ 00„' 5THDI0 AND 5THDA FOR SPECIFIC FIX STRAP EMBEDMENT MARK 15 - a b ' D5105 •COLD JOINT. FOR MISSING OR MISLOGATED °� OND m d 30 26 FIX FOR MISSING HOEDOWN 20 _ 20LSDI STRAP,SEE DETAIL � O O I. OVERSIZED HOLE OR HOLE • Ail 51 la NAILS d �5p� "l HOEDOWN 5024 SAW GUT HAND TOOL JOINT p it A °i -�-- IL GREATER THAN 1/16"OVER 'r Y P b s BOLT DIAMETER PA-26 4" (20)-Wd's SINKER 3 - z - J �' 5 HPAHD22- 10" (25)-16d'a COMMON TYP. CONTROL JOINT 10 ,e 2. ANCHOR BOLT �.. HPA-26 b" (24)-I6d's SINKER a JI ° tQ •m___ !"'a 5. SILL PLATE EXTERIOR GOND. HPA-55 b I/4' (2-U-16db COMMON ;rl�� dO m p Z° u °•i�i ° STHD 10 10" (20)-16d'a SINKER d k a • i� 4. EPDXY GROUT STHD 14 14" 00)-16d'•SINKER • s % ° 4 �F -U a 5. SIMPSON BPS 5/b D5107 SEE DETAIL al FOR LEGEND t „q INFORMATION NOT SHOWN (T F Q Q b. STUD WALL PER PLAN HOLDOWN STRAP 16 - 4 .x °' - 2YGOPm'A N,NAJ 12'U.NA. R LU W W Z FIX USING EPDXY CROUT FIX U51NG 51MP.BP5 5/8 _ 15yGOND'B z IN ; FIX FOR OVERSIZED HOLE 21 REFER TO MANUFACTURER MIN.POST SIZE 15 6 X 6 D5102 HOUSE TO GARAGE/APRON D5097 4 O m D5088 SPECS.FOR INSTALLATIOu MEMBER DEEPEN AID HIDEN N PAA.6FR l MN.10 NIVc 2500pa1N.N.OJ hOLDDOOV,N TO RECEIVE T'"G NON-BEARING INTERIOR WALL 11 d I m z PORCH SLAB d 603341 I. POST PER PLAN 0 0 2• SIMPSON ABU COLUMN BASE 2 5/4 LO TO D IN FIN15H 0 0 2 TO MATCH POST SIZE MIN. PIPE BUMPER 6UARD IB&JED�� 5. SW VIA.RED HEAD WEDGE ° ° d ��I 3 ° 01/29/05 4 5 ANCHOR(IGBO•1512)OR 2. CONCRETE FOOTING 1 5/4' <,i SIMPSON D6E ALL STUD ° H020A OR HOIS ip .. RMAT DATE MIN. "• ° ANCHOR IGBO 05651)WITH INSTALLED WITH ° g, g6'OR PER ARCHITECT 05/05/04 MIDDLE OF SLAB CONDITION 4 1/2'MIN.EMBEDMENT INTO 11/4'DIA.A501 EDGE OF SLAB CONDITION WHO.a MIDDLE OF SLAB • HEX-HEAD BOLT 24 N, i A• ° < <m 6• L f DNANM BY: REVISION BY: NOTES, CONDITION E pLAN��LMSER -FOLLOW MFR,SPECIFICATIONS 4, 5/0'VIA.THREADED ROD it °PAD 15 IRED° ' i of FOR INSTALLATION OF ABU EMBEDDED 51 INTO GONG. - INT• ° x x° ,° 4• 1. •g X 24"DOWELS•24"O.G. SHEET NO_ AND ANCHORAGE SYSTEM Yy51MP SET EPDXY(IGBO 12" N. h •• • aM-I OR EPGON Al 5Y5. 2 I� x h q NOTE: " -PAD FOOTING BELOW SHOULD IGBO•SS60)WITH SPECIAL 2" b< !2'aGOND'AlU.N.O. SEE DETAIL•I FOR LEGEND SD-1 BE NO MORE THAN!b"OFFSET INSPECTION•EDGE OF �'" c '�15YCGOPID'6'U.N.O. INFORMATION NOT SHOWK FROM POST LOCATION SLAB CONDITION D5089 D51 O6 D5025 31 27 MIBBINC/MIBPLACED COL. BASE 22 HD20A/HD15 HOLDOWN INST. 117 PIPE COLUMN 1121 HOUSE TO PORCH 5 I 5 9 D lI, !r I' UN '"K "T' LL I. PLYWOOD SHEATNINF 1, RDDF 5HEATHING. O NALO.C. NA I L I N6 SCHEDLE 2• ROOF TRUSS. I. EDGE NAILING O+PERABEBE I. G516 STRAP TO BE APPLIED 2. TYP.S;V5 AT Ib"O.G. OVER ENTIRE LENGTH OF LINE 2. TRUSS BY MANIFAGTURER 5. EDGE NAILING. JY 4. 2X BEVELED BLWO.IF 2. ROOF SHEATHING S. LOGA7E STUD UNDER SPLICE OF BLK&.MIN.(5)NAILS TO EA 9. bd COMMON NAILS AT b'O.G. BLK'6.15 NOT BEVELED, g, SHEAR TRU55 TO TRANSFER AT PROVIDE 2X BLK6. TRAP END LENGTH CAPACITY BLK6. 14 3 10 b 1 4 S b 2 B.N. CONNECTION NAILING SEE IS/`•�N2. ATT TO ADJACENT SWIPE, A Ib 3'-6' 1650. 4. 2X FULL HEIGHT BEVELED ......................... • 5. GIRDER TRU55/SHEAR TRUSS, v� 200 PLF FROM TOP CHORD W I6d5 EACH SIDE. 2. END LENGTH SEE TABLE BLKV.Ar BLK'6.15 NOT BEVELED I.JOIST TO SILL OR GIRDER,TOENAIL............ ..5-Dd I S WHERE OCCURS. TO BOTTOM U.N.O. S g 4. NUMBER OF NAILS 5PEGIFIED B• (2)C516 5'-b- SSOG+ 2.BRIDGING TO JOIST,TOENAIL EACH END .................................2-Dd BETWEEN SPLIC NS POINTS PER SEE DETAIL 15-SNZ IF BLK'6. 6. I&d'a•4'OL.5TA&&ERED. 5. P'LYWD.SHEATHING 1. SHEAR PANEL PER PLAN, 4. SEE PLAN FOR TYPE. TABLE BELOW. -USE DOUBLE BLOGKIN6 OR FLAT NOT TIGHT FIT,SEE ITEM IS. 3.1'X b"5UBFLOOR OR LESS TO EACH JOIST,FAGS NAIL-.............. y 5. SIMPSON STRAP PER TABLE BLOCKS FOR CONDITION B 4.WIDER THAN I'X b'SUBFLOOR TO EACH JOIST,FAGS NAIL...........3-bd D. CALIFORNIA FRAMING. EQ. BELOW. 4. DBL.TOP PLATE S. VOL.TOP PLATE OR BEAM 2 9. USE SAME SHEAR TYPE AS 6 5 S. TYPICAL TRUSSES -,F 6. SHIM AS REOUIRED. -USE bd SINKER AT STRAPS h 10.2X BLK'6.W A35.b'O.G. ii y 6. AS5 PER SHEAR WALL I T. GONT.LOWER PLATE 0 WALL 5. 2X BLK&ON EDGE W/E.N.OR r -� b. SIMP50N .AJ. LS50 E LTP 5.2'911BFLOOR TO JOIST OR GIRDER,BLIND AND PACE NAIL...........2-16d T T�7TG� •24'O.G.N.NAJ SEE 5H b.50LE PLATE TO J015T OR BLOGKIN6,FAGS MAIL...........Jbd AT 16'OZ. GO lJ Y 1n7 OMIT A35'a IF PLYWOOD IS �; SCHEDULE INSTALL AFTER b. EXTERIOR WALL. •USE ONE ROW OF RAILS AT FLAT BLK6.STRM TO EXTEND WALL SCHEDULE FOR SOLE PLATE TO JOIST,AT BRACED WALL PAt�............13)Wild PER 16" OMIT TI 55's�TO UPPER BLK'6 ROOFING Is IN PLACE. 9. ST22 STRAP. EACH STRAP ON ALL BLK6.(MIN.5-BAYS) SPACING.FOR VENT BLOCK II. CIO I b"O.G I D 5 3 2 NOTE, S 2 IS _ SEE DETAIL IA/SN-2. -1.TOP PLATE TO STUD,END NAIL............................................s-Ibd ENGINEERING 1. 2X6(MAX)NAILER W NAILS b. TRUSSES II 2 12 TO PLATE+TRUSS.SEE FULLY NAIL STRAP W Ibd 12 7. SHEAR PANEL TYPE 11 TYPICAL b.STUD TO SOLE PLATE........................................4-Dd,TOENAIL OR - 5HEAR WAIL SCHEDULE FOR 5TRA,P SPLICE SINKER OR IOd COMMON , S N.N.O.ON PLANS)BETVffEN 2-Ibd,END NAIL CONSULTING i SPACING.{USE SAME NAILS SHALL BE STAG6ERE D TRUSSES. 9.DOUBLE STUDS,FADE NAIL....................................J6d AT 24'OL. GROUP SPA.GIN6 AS SILL PLATE t A7 LEAST 2'APART. D. SEE PLAN FOR TYPE AND Io.DOUBLED TOP PLATES,FACE NAIL........................... J6d AT 16"OL. OPINE I S S D NAILIN6J LOG.OF SHEAR PANEL ON 2X DOUBLE TOP PLATES,LAP SPLIG..........................................D-Ibd ' b. ALT.LOCATION OF A55 IF 1 6 5TU25 AT 16"O.G.MAX. II.BLOGKIN6 BETWEEN JOIST OR RAFTERS TO TOP PLATE,TOENAIL 5-bd • TRUSS 15 OFFSET. 4. ALT.LOG.OF SHEAR PANEL 410E WAMR)B EACH (-� 12.RIM JOIST TO TOP PLATE,TOE NAIL...........................Od AT 6'OL. 00 CAMPUS BEACH • `, r • \ S , T NON-LAP CHANNEL S 16 IS 13.TOP PLATES,LAPS AND INTC-RSECTIONS,FACE NAIL..................2-16d CA 9288E fi ��' i Fi r _ 10.2X RILL HEIGHT BLOCKING. 11. TYPICAL BOUNDARY NAILING NEWPORT 9CH: (90 752-IM PLATE SPLICE A7 14.CONTINUOUS HEADER,TWO PIECES,............................Jbd AT Ib'OL. 4 I I D CONDITION S 12.sit- N HI GAN BE L15W A. ALONG EACH EDGE FAX (90 752-M ^ ` SLOPING CONDITION AN ALT.TO SIMP.ASSb,L550'• B C. E F OR LTP4.5 024'O.G.EXG 15.CEILING JOISTS TO PLATE,TOENAIL......................................3-Dd PALM SPRINGS: OBN 929-6000 FF r b •SHEAR WALLS. 16.CONTINUOUS HEADER TO STUD,TOENAIL.................................. 10 r NO.aR Ibd SINKER 12 ID 24 30 SG 42 W b 0.2X BLK'6.t UPPER SHEATHING 11.GEILIN6 JOISTS,LAPS OVER PARTITIONS,FACE NAIL.................3-Ibd SPEED J.BEAAM,PE �r.�. r '�• r 4 \ / ` / ABV.PLATE CAN Ib.CEILING JOISTS TO PARALLEL RAFTERS,PAGE NAIL.................}I6d MIN.PLATE LAP 4 FT. 4 FT. 4 FT. b FT. b FT. b FT. W PRE-FAWATEO DEPTH 4'MAX. , BLOCKING 2 RAFTER TO PLATE,TOENAIL........PLATE, .3-Dd - ---- OFFSET ALT.STRAP W 16d SINKER 5722 ST6224 5T6236 M5T31 MST46 M5T60 14.2X RAFTER TAIL W MIN 5'-0' 20.I'BRACE TO EACH STUD AND PLATE,FADE NAIL.....................2-Dd RES7AICTNE NOTICE GE31N ----- T.CONDITION ALT.CONDITION D008 LAP W Ibd'a 6"O.G.5TA66. 21.1"X b"SHEATHING OR LESS TO EACH BEARING,FACE NAIL..........2-Dd TMO SHEAR TRANSFER 16 SHEAR TRANSFER 12 TYPICAL SPLICE TOP PLATE 9 DRAG DETAIL 5 OR TRUss TOP CHORD ,>��� 15.MAX.GAP BETWEEN BLK'6.t 22.WIDER THAN I•X D"SHEATHING TO EACH BEARING,FAGS NAIL.....3-Dd PIIOPDtTYQaOtIVlt DIe•�tt D0012N D0024 TOP PLATE FOR HI 4 LWO TO 23.BUILT-UP CORNER STUPa........... _......................16d AT 24'O.G. OONRU•IO�IF,NO Nl b b BE 1/2"+FOR ASS,TO BE 1/4 �"I•HdMt R 1. SEE PLAN FOR SHEAR PANEL 2 5 I. 2X MEMBER.I I/4'TIMBER I. BEAM SEE PLAN FOR SIZE. I. 24.BUILT-UP GIRDER AND BEAMS.............. ... OTT A7 ND O.G.AT TOP rM OPART F HLHIH3X611a OR 16.2X BEVELED BLK'6.SEE AND BOTTOM AND STAGGERED ��E'MM TYPE 5 ___ STRAND; UV4 GONT.RI 2. DBL.'FOP PLATE W SIMPSON 4 I I BEAM.SEE PLAN. I5-5N2 IF NOT BEVELED 2-20d AT ENDS AND AT CAN E TRMJgBHLH111 PER 9T6256.IF DBL.TOP PLATE EACH SPLICE FEPROOUDED,NCR CM ANY �I-- 2. BOUNDARY NAILING 6 5 I5 GONT.ELIMINATE STRAP. 2. SIMPSON ST6224 EACH SIDE STFUM•M W lll1T FROM nel 2. SX ARK ENTIRE LENGTH OF 2 I)�I 5. FLOOR SHEATNIN6 SHEAR WALL 5. P05T SSE PLAN. OF BEAM TO POST FOR 6X NOTE: USE HI AT 46'OL. - 25.2"PLANKS_............. ...........................2-I6d AT EACH BEARIN6 W17HOUT YMTIEN OONeBR OF 4. STUD WALL WHERE OCCUR5 4. 2X 5T{A AT EACH SIDE W 16d5 AND bX BEAMS;5722 FOR HANG EXCEEDS Ib". Dame EHe•�RA OOIHNL1FHa 5. SIMPSON GSIb STRAP AS 1v 5. SHEAR PANEL PER PLAN ---_ AT 12"OZ.STAGGERED. 1 4X BEAMS. •NOTE:COMMON OR BOX NAILS MAY BE USED N.N.OJ SHOM b. FLOOR SYSTEM PER PLAN. 5. FL USHBEAM M GF((CH BE 2 I-JO, 6. (5716d5 EACH SIDE TO BM. g. P�57,SEE PL^". SHEAR TRANSFER DETAIL 1 �°Y"°"`°a""E'°'1�.'°4. 4. HEADER,SEE PLAN D D ,. ALT.LOCATION OF STRM 11. STAGE.SILL IL HAILING. ACROSS SIDE OF TOP PLATE 4. ALT.TO STRAPS USE 2X N coNR�TINO ctlollr not Ni I.OIIa Raeam10 KING STUD EACH51DE OF S. WINDOW SILL WHECNG IS LE55 9 II b. SILL PLN EL BEAM TO POST+NAIL WSHE,4R WALL SCHEDULE THAN 6"OL.,PROVIDE 2X 4. SILL PLATE. i I 1. BOUNDARY NAILING.10.2X STUDS o 16"O.G.U.N.O. 16d'5 0 1b O.G.70 POSTb. PO57 PER PLAN W E.N. 2 NAILER TO RECEIVE HAILS t 4 I t MIN.(3)16d5 TO BEAM. 1 o5 6 14 4 2. 2X FLAT OUTRI66ER5.4'-0" REVISIONS CONNECT TO RIM W Ibd II. LINE OF BLK'6.TO RECEIVE 2 I O.G.FOR EAVE5 UP TO 12't•SINKERNAILSWSTRAP. •I 4 2'-0"0/0 FOR EAVES UP TO199'I UNIFGRM BUILDING GORE/2001 GALIFORNIA BUILDING GODSNp, DATE DEBC.NOTE: 5 SPACING AS SILL NAILING 12.ST6236 STRAP. '-R µp� .I - ADD SHIMS AS REQUIRED 24".NOTCH TOP CHORD TO APPLY G51(�STRAP W(Ib) OF SHEAR WALL ABOVE. _A I RUN OUTRI&GERS THROUGH FRAMIND `\ J T IN I AT&. SIMP.A55 PER SHEAR WALL ILLER.SIDE OF BEAM ,r NO OVER GUT. SFEATNI EDbE FIELD SHEAR SILL R GLIP9 ANCHOR NAILS(MIN TO HEADER+TO r ALL BAYS OF BLOCKING o SGNEDULE MAX.•46"O.G. AS NEEDED. •I 5. ROOF 5HT6.W LINE OF E.N.• P NNLING NAILING GMAGITY NAILING A55r DOLT 2 Ob/21/05 CLIENT REV b 2 AT EXTERIOR t 24"O.G.AT b 2 -FOR PARTIAL FLUSH BEAM ____4_ BLK6. TYPE Lol•tHOW( (PLF) OR LTP4r SPACND 2 I/Ib"O.G..SHEAR WALL INTERIOR WALLS.AS AN ALT EQ. EO. SIMILAR CONDITION.USE(U :; g 2 5 FT , r�� i a I T TO ASS,USE LSSOb W THE ,F----.r--ter 4. ZX4 FOR TRU MEMBER'.THAN \� I IQ• NAILING ARE NOT,e t SILL r , •I O.G.FOR TR1JFf DEEPER THAN ® S/D"MA D dr D d'• r s /D'O x 12• 4 05/03/04 CLIENT REV\`` \ 1g� ---- -- A54 EACH SIDE. 2 W-O"HEIGHT NAILED W(4)16d rated a 6"OL o 12'OL. ZGO 6.OL. •16.OL. •4D'OL. 1:. S/4' X I REOd11RED WHEN PLYWOOD 2 NAILS TO 2%BLK. t A34 TO I DBL.TOP PLATE. Q S/D"MA O dr D db . • •12'OL. 5/D"O x 17' \ EXTENDS TO 2•IDE OF RIM. S , IS r r 5. ROOF TRUSS. rated •4'OL..12'OL. •4.OL. •52'OL. ` 9. STA6G.SILL R NAILING PER I b. (3)Ibd5 EA.END OF TRUSS SHEAR WALL 5GHEDULE. , SIDE VIEW END VIEW TO BLOGKIN6. S/D"MA D dr D dr r /D•o x 12• 10.TJI-S50 OR EQUIVALENT W 11 I 1 1. FASCIA BOARD WERE OCOIIR4. rated •S'OL.12'OL. M0 .S"04 o 10"OL. 0 12.04• 2 5A6"WIDE FLANGE. D0038 NOTE:USE HANGERS FOR 4 6 b. 2X4 FLAT STRONG BACK GONNEGTION FLooR I POST BEAM CONNECTION 6 15 AGROf MN(4)ROOF TRUSSES IS/52 MA w db 0 dr r• .D'OL. S/D'e x 12" SYSTEM SPANNING GREATER 4S•*S o b'-0"OL.USE(?)16d5 • •truGtural I o 5'OL.d IZ'OZ. 600 •5'OL. NrLOJ •D'OL. �r THAN 10'-0". TO GOMEGT TO EACH TPoY6. rated II. NAIL+$PAGING SAME AS 5 A. A35F OR LTP4•48'O MAX. /D6e x,Cl2' 1`•- '•TC K D 9 i IZ 5 D N.NO.ON PANEL SGHEDULF�G. ® 15/32"AP I 10 dr 10 dr • •6.Of'. 1yX NII•In SILL NAILING OF SHEAR I. R/R OR TRU55 PER PLAN 10.SHEAR PANEL WHERE OCCURS •tnwtural I D,O �� 6 WALL TYPE BELOW. •2'OL o 12.OL. •2'OZ. N.N.O !r✓ A�,T,_I-,10751' INTERIOR GONDITON t T. 12.SOLID BLOCKING. 4 11 � BL.OF;RJ9S.EEXTELIIIDMEDNATE ESN 5T0 C) ratW SLtI� 3 2 2. ROOF 5HEATHIN6 TO I ITN 10 11 II. STUDr.16"0,U.NA.IF EXTT7. g, MIN.IX GONT.BOARD W 12.2X BACKING. S/D'MA D dr D tlb •ee•h- /I I!x 12' Na )Ibd a TO EAGN ROOF IS.5TRUGT.&ABLE END SHEAR • rated •D'OL.d 12'OL. °� lran•ter trcreNer 16'OL. • SHEAR PANEL DETAIL 17 SHEAR TRANSFER 13 BEAM DETAIL 10 RAMING ELEMENT. FTRUSSROM TOP CHORD PLF detail detWl 5JC6.I6 µpTE FROM TOP TO SCISSOR CHORD GE12 D0016N2 D0017N 4. 2X R/R d C.A.FRAMING. BALLOON FRAME WALL TO BOTTOM WTI.USE SCISSOR GABLE IS/32'MA •he sse•lra• /D"e x .1 q 4 USE 2%4 0 24'O.G.FOR MAX. CHiORD OF SCISSOR GABLE TRU59C-5 WTI AT VOL.GL.6. •WWral I 10 dr 10 2, 1200 Mon•ler doldlier 11'OL. 1. 2X BLK6.W LINE OF EDGE I. PLYWOOD SHEATHIN6 W E.N. I. 2X BLOCKING SPAN OF b'-0"t 2X6 0 24" 14. MAX UNSUPPORTED LENGTH OF •klw rated •5.OL.o IY OL. detail detail SXb NII �OF NAILING APyL,ONG DRAG LINE END LE"GTH 4 1 ALONG LINE OF BLOGKIN6 2. F_DGE NAILING O.G.FOR MAX.SPAN OF 10'-0", •DIAEONAL BRACE CAN BE 2X4 TO BE b'-0'.USE LATERAL MINIMUM A BAYS U.N.O. y t TOE NAIL W(5)bd's. OMITTED o LOCATION OF BRALIN6 FOR�NGTH /" IS/S2'MA •se•hsa^ /D'e x 12' 2. TYPICAL JOI5T,SEE PLAN INTERIOR PERP.WALL. THAN W-O'. 10 d'• 10 dr 10 S 2 3. X BEVELED LEDGER W 1 r tercel I rI40 WA trawler D'OL. 2. 51MPWN G516 W 8d SINKER 5 4)I6d's PER STUD U.N.O. S. 2X6 RJRLIN+ 2X4 KICKER• I5. SHIM A9 REd11RID. sides riled •2'OL•12"OG. detail yX6 Np NAILS AT 2 I/I6"O.C. ', r 3. LINE OF SOLID BL MINIS. IF NOT BE/ SEE b'-0"OL.MAX.TO LIMIT D0015N WIDE FULL HT.6LOGKIN6. --- GONEGTION DETAIL CALIF.FRAM'&.•RIDGE R/R SPAN D CALIF.FRAMING 3. STUD OR P05T PER PLAN ` 5EE PLAN FOR R OF 12 DETAIL.13/SN2) A�- B END LENGTH BAYS.(MIN.4 BAYS. b. (U BAY WIDTH X 50'ACGE ROOF TRUBS 4 EXTERIOR WALL 2 (•WIDE S'NOMINAL OR WIDER FRAMING AT ADJOINING PANEL 4. 16d'a A7 b'O.G.N.N.0) Q 4. BEAM OR DBL.70P PLATE ��` I t VENTILATION OPENING PER ED6E5 WITH NAILS STAGGERED. 4. OVERSIMPSON STRAP GUT TO FIT' 2 BLK&.EGTURAL.PROVIDE 2X OVER WALL OR BEAM.PER � � 5. H25 AT 46'O.G.FROM A ;'-�`� BLK6.+BOUNDARY NAILING USE A55.b'OZ.ON SIMPSON STRONG WALL t HARDY PANEL NN.oJ V NO�5, TABLE BELOW t•ALL BAYS i LEDGER TO STUDS.SLIT THE OF ROOF SHEATHING AROUND I S 5 2 1 S 1. SIMPSON STRAP PER TABLE Z OF BLOCKING MIN.(3)NAIL5 - - PLYWOOD To INSTALL H25 ,i a i``� S OPENING. -� ��Iry�,�2X FLAT BLOCKIN6 FOR PER SLOGKIN6. I 2. SIMILAR CONDITION(FLUSH 0 (..6/3IT ON 15"W MIN.1 I/2" 2 S l�� 1 5 2 � I ___ ___ __ __ _______ Rl12 b. 2X R/R OR TOP CHORD OF , r.` BEAM/JOIST(5) = SPAGE BETWEEN ROW5 OF 5. DOUBLE TOP PLATE OR BM. 6 I _____ 11 _______ 5 END LENGTH NAILS b 4 9 D 1. PLYWOOD SHEAR PANEL ,; I . SPAGIN6 AND NJ LOCATE STRAP OVER PLWD. -USE COL. EH.K'6.FOR TYPE 11 ENTIRE WALL FROM SEE.TABLE Q Y SHEAR PANEL.SEE PLAN GOImITION B AND G LOW ROOF TO HIGH ROOF ' I I I I.� ` i 4. POST OR MULTI STUD,SEE FOR TYPE t LOCATION -ONE ROW OF NAILS PER U.N.O. I B I I PLAN JJ� -1 112 5PAGIN6 BETWEEN b. FULL HEIGHT SHE PANEL 4 ROWS OF NAILS WHERE OGGIURS.WHEN CALIF.FIlWI,(PLAN VIEW 5. DBL.TOP PLATE OUTSIDE,TO BE INSTALLED 5 PRIOR TO ROOF FRAMING J 6. BEAM OR J015T(5) W LINE CALIF. FRM'6 SHEAR DETAIL OF EDGE NAILING SEE PLAN 10 2 5 9. MIN.(3)Ibd TOE NAILS TO S 1. GONT.J015T OR BLOGKIN6, END LENGTH LEDGER.IF SPAN OF ROOF CC e• o• e '�' - PLAN 10 6TtF S I. TYP. SES BEARING ON _ ONE ROK OF"AILS PER S 4 e • 12 MEMBER USE JOIST HANDIER 6 SEE FRAMING PLAN W e PLAN VIEW OF 1 10.ROOF SHEATHING VIEW 4 STRAP O GZb STRAP 2. TYP.TRUSSES HAN61N6 FROM STRAP CAPACITY END LENGTH STRAP END NAIL SIZE AND CAPACITY NAILING PATTERN II. bd COMMON AT 4"O.G. _ - -- - - GIRDER TRUSS OR BEAM - MIN.5 112'WIDE MEMBER A 51 low- -b' LENGTH $PAGING 4 (U a ;' • FOR CONDITION G tD W B Ib 3300• 3'-b' A GSIb Dd SINKER AT 4 I I 2 N.OJ PER SHEAR WALL SCHEDULE 3. GIRDER TRUSS OR BEAM W B 2 G516 SINKER AT 4 I 5O0• D 12.2X STUD OR BM.PER PLAN I b 4 2 OFFSET FROM CORNER. o• o e• e = MIN.1 I/2"$PAGING BETWEEN G GM5TGI6 4'-4" Ibd SINKER AT 5" ' 4,OOe 4. LINE OF BEVELED BILKS.WEN. ROWS OF NAILS 15.PLYWD.WHERE OGGURS PER 3 OF ROOF 5HT'&.SEE 15/SN2 IF PLAN VIEW ]Q PLAN. APPLY PRIOR TO NOT BEVELED,APPLY 16d's AT G516 STRAP NAILING PATTERN lA O O JL DRAG BEAM TO WALL DETAIL GE2 18 DRAG DETAIL 14 LOW ROOF INSTALLATION , b"O.G.TO THE 6IRDEK TRUSS STRAP END LENGTH NAIL SIZE AND SPACING GMAGI7Y Al D0084N CONDITION A W PLYWD INSIDE (MIN.5 BAYS). NOTE' I 10 S A GSIb 5'-b' Dd BOX/SINKER AT 4 I/b' IbSOe 1. ROOF TRUSS OR RAFTER 1. 6516 OVER SHEAR PANEL OVER 2X S. PROVIDE CONT.STUDS OR POST. -AT CONDITION B LOCATE T 5. ROOF SHEATHING PER PLAN 51-W&Wbd•2 1/16"O.G.EXTEND W EI.N.NEXT TO OPENING. T I $IMP.F PRIOR TO B• (2)C&6 5'-6' NSd BO)C/SIWGER AT 4 I/D" 3500• O J ONTO HDR.OR WINDOW SILL+ACROSS b. HEADER PER PLAN. INSTALLATION OF 2X BLK'5. 6. FIT ON HALL NN STRAP AAS SHOYW t TGI 6'-6• Ibd SINKER AT 4 1/2 4-IOOHt - 2. SHEAR PANEL,SEE PLAN SHEAR PANEL TYP.EACH CORNER 1. WINDOW SILL. ,-- - G GMS �1 FOR TYPE AND LOGATION5 OF OPENING.(ALT.INSTALL OVER 2X b. POST W5IMPSON HOLDOM PER 10 9 S �2 ACROSS ALL BAYS OF BLK6. D GM5T146 6'-6" IOd BOX AT 5 I/2" SSDO• �! r MIN.BLK'G ABOVE t BELOW OPENING PLAN WHERE OCCURS y 1[. Q5 3. 2X FULL DEPTH BEVELED FULL LENGTH OF SHEAR PANEL). NOTES: _ \II ___ AS REOV.MIN.(4)BAYS W MI D0032N BLOCK OR ONE BEVELED 2. DOUBLE 2X 70P PLATE. -INSTALL HOLDOM ON RETURN WALL I� i CJJ NAILS TO EACH BLOCK. l{1 3 `IIY BLOCK ON TOP OF ANOTHER 3. 2X BLE PER RAN. •CORNERS WHEN APPLICABLE. 4 SIDE ,, END LENGTH+SPACING PER DRAG DETAIL 3 A W MIN. 2)A35 PER BLOCK 4. N4TGHED AREA INDICATES PLWD. -USE FULL WIDTH BLK'6.t WINDOW 51LL r i ` \� II � VIEW 4 6 2 TABLE BELOW. �X �4 STA66.IF NOT BEVELED, SHEAR PANEL ALL AROUND OPENING FOR STRAP ON BOTH SIDES OF DBL v �l Lu -- I SEE 13-5NZ PROVIDE B.N.a BLK'G t EDGES OF SIDED SHEAR PANELS. \ - _i 12 �� i TRUSS nPPaRr D. PROVIDE�2NX�4f 4'-O"MEMBE SHEAR WALL. `• ' `: - I N.PER �-- 1,7 4. SIMPSON A55,SEE PLAN , r r "� B t NA�TO TRUSS W I6d1 5 o PLANS. IPER T WNTINUFLOW. � � , DRAG STRUT W E. �t� , FOR SPACING p r I , 4"O.G.STAGGERED t FOR .�rr�� IS i , CONDITION G t D USE DEL. �F• Q I 2. PLYWOOD SHEATHING. y 5. EDGE NAILING .i `� \ I � � I 10 5 TRUSS W NAILS•4'OL. PROJECT NUMBER b. DBL.TOP PLATE OR BEAM •I I II 9. DRAG TMJ55 W LINE OF E.N. 2 3. SEE TABLE BELOW;056'N ^ �� r I I ` II 5PLICE MEMBER TO BE FULL 2it 10.LINE OF BEVELED BLK6.W DEPTH OF DRAG STRUT. 6055q r 6 E.N. IF NOT BEVELED, SEE ISSUED DATE OI/29/05 4 •. •. r I u __ ___ ----------- - IF C)RAS TRUE,PROVIDE15 A JACK E . VIDE PLOT DATE �` /' ` i `� 1 IEW 11 FROM TOP TO CHORD SPLICE MEMBERS SHOULD BE IO 2 ` ' ---, \"I USE SINKER NAILS AT CENTERED o SPLICE POINT. 05/05/04 STRi 14 I `` 11 TRl 55 IN LIE - USE DBL.BLK6.FOR NOTE, �_ `_ i I CONDITION S.C.+D OMNM BY. FEVIBION W. -NAIL BOTH PLYWOOD$ r i r STRM END IL SIZE AND GMAGI - ONE ROW of NAILS PER NAILS TOO ROWS C- K.P. r I i c�� i,^ LENGTH SPAGIN6 STRAP I S IOd'•COMMON NAILS SPACED T. GMAGITY •2'OL. ON ' �H i i' i 6 ' D --- A G Ib AT 16 15 • 1 1/2"SPADING BTm ROWS R 1 SHEET NO: n 6 e Be G 16 3'-6' Dd AT I Ib" 55000 OF NAILS 'ST 224 2000• ' IS I G• GMSTGIb 4'-4" 16d AT 5' 4,00 •APPLY ONLY AT TRU55 IN 2x4•2 DFL x6'-0"LONG 5T&2 540011 n ALTERNATE CONNECTION D• CM5T14 b'-b' IOd AT 5 1/2' SH500• • LINE CONDITION C.2x6 02 DPL x -0"LONG M5T4D 4900e D0023N D D S S 4 y 5 S ! D CONDITION B W PLYYD OJT5IDE S4HEAR TRANSFER / CONNECTION 19 OPENING @ SHEAR WALL 15 HIGH TO LOW ROOF DDD2D 11 DRAG DETAIL 8 DRAG DETAIL DDD34N 4 H•!A evr. i - I. PLYWOOD SHEATHIN5 YV B.N. T 2 S I. E.N. I I. SIMPSON ST6256. 1 1. STUD OR POST PER TABLE I. PLYVD.SHEATHING H/E,N. 1. L550•EACH CORNER SEE ITEM b. 2X WINDOW SILL TYPICA- S Z I 2. SEE PLANS FOR SHEAR BELOW.DBL.STUDS t 2. 7IRVPER TAILBLK 4 HEARSO5. PANEL all FOR ALT. 2. ROOF 5HT'6. 2• T�SIDE OF THE SMALLER 12 2 PROVIDE EDGE NAI�N6 OF FOR GONDITION9 PER DETAIL 4/SD3.FULL HT 1. OPENING PER ARCHITECTURAL TRANSFER STRAPS 0 A.B AND G BEVELED BLKS,CAN A 2. TOP FROM POSOM.ALT.6 STIR TO HDR 6. HEADER PER PLAN EXTEND TO P05T 5. 2X OM.C TOP PLATE 5. OVERFILL RAFTERS BEAM AS REQUIRED. 12 SHEAR PANEL ALONG BOTH USED IF HT IS LESS THAN IZ' TOP!BOTTOM.ALT.N EACH FACE 4. 2X CRIPPLE WHERE OCCURS STUDS �-2-� (FOR NON-@EVELEP ELKS., q. (2)2X TOP PLATE 5. TIMBER5TRAND POST PER 4. SHEAR/61RDER TRJ55 PER 5. P05T H/SIMPSON CGO OR '(2) 4 SEE 13/��NZ). 9. TYP.ZX FLOAT tl EDGE OF OPENING MAN.F.5PEGIFIGATION MANUFACTURER GG,SEE PLAN. 2. REFER TO PLANS t TABLE • *�C 3. DBL.TOP PLATE PER PLAN. 10.APPLY 5T6296 IF WIDTH OF OPEN'6. 2 BELOW FOR STRAP,a OF y b 4. TRUSSES PER MFR. 4. FULL HT.POST OR MULTI STUD PER b. PLYWOOD TYPE 10 U.N.O. 5. STRAP PER TABLE BELOW PLAN. EXCEEDS b'-0't IF THERE IS NO (EDGE NAIL O HEADER AND 5. 2X BL.K'6.W/Ibd's SINKER 4. P05T W/SIMP50N EGGQ OR 2 NAILS! END LENGTH•EACH 6. END LENGTH, 4 NAILS AT 6'O.G.SEE DETAI ECG,SEE PLAN. r IS END TRIMMER TOP PLATES).ELIMINATE IF IS &FOR NON-BEVELED --- 3. FLOOR SNT6.SEE PLAN T. TO ALL STRAP TO EXTEND 5. 2X TRIMMER W/Ibd•6"O.G.TO HEADER 15 FLUSH W/TOP 4 1 BLOCK NOTES: TO ALL BAYS. POST.IF THERE 15 NO ROOM FOR II. 2X SILL PLATE TYPICAL N.NAJ 15 PLATES(27� 6. LINE OF 2X6 5LK'6 W/E.N, TRIMMER,USE HUG N.N.OJ HANGER 1. GONT.HEADER(PER PLANS) 6. MANUFACTURED TR155 YV • ALIGN BEAMS TO RECEIVE 4. FLR.JOIST(5),LVL MIN 7 a MIN.5-BAYS I"V 6516. TO CONNECT HDR.TO FULL HEIGHT 12.ALT.LOCATION OF A%F N EACH 9 D. CURB WHERE OCCURS. APPROVED HANGER 2 STRAP q 1/2'DEEP BIN.Oh HEADER /'�0 T TT TTG•9. ZXb BRACING W/6(Ibdb) POST 4 USE ST6256 TO CONNECT FADE OF EACH NOR TO POST 12 SEE PLAN G V Y IS SINKER NAILS. q, PORTAL STRAP ON BOTH 1. LINE OF BLK'6.INSTALLED . ALT.LOCATION OF STRAP o-- ENGINEERING 10.2X6 ADD A MIN,22'LONG HORS TOGETHER.CENTER STRAP NOTE" 5 --- - SIDES OF PANEL BY TRU55 MANUFACTURER 1 S I ON TOP OF BEAMS 5. LINE OF BLK5.UNDER SHE AR 6 OR ADD ADJACENT BLOCK. •POST. USE APPROVED HANGER TO GONNEGT 14 T b 10.TJ SHEAR PANEL(TJ)PER AN TO OP CHORD.IF 250 PLF HDR.TO POST IF THERE 19 No ROOM 1 b ` CONSULTING NOTE PLAN(SEE MANUF.SPEGJ I 2 5 b TRU55 15 NOT DESIGNED TO WHEN USING CONDITION FOR TRIMMER TRANSFER THIS LOAD, APPLY SHEAR PANEL °i I 'B'! 'C',5GAD 2X4 BLK'6. I -- 4 II. IBE BORATE TREATED PROVIDE FILLE GROUP t NAIL W/16d'a•4'O.G. AR GAP TYPE II FROM STRAP I� TIMBERSTRAND WITH I/2' NEEDED TO RECEIVE HAILINS STA6i FROM TO RECEIVE NAILING 1. DOUBLE TOP PLATE 4400 CAMPUS DRIVE FROM 16. GS16 t/OR II 12.MANUrA N PER 928BONEWPORT BFACH MANJFAG7URER5 SPEC. T GMSTGIb. 2 b q ,--- ,I 6. 2X SILL PLATE 15. TOP OF SLAB. CA 1 14.TOP BLACy.K�PRL,E_DRILLED •NAILS ARE ALL L(SINKER NAILS `\�` 15 F MAMLR.SPECGREW-` 4 2 9. SEE PLAN FOR SHEAR WALL FAWPORT BCFi• (949)752-X (940 IM b T 5 5TRAP LENIPENGTH AGSIZ•4 APAGI 12 ; i 12 '� "4 n VARIES 15.OSB SHIM(T/6•MAXIMUM) 1 10.CRIPPLE WALL ABOVE HDR PALM SPRIHM (M 323-15M 2 G Ib 5'-6` I 5 w 5 b S S 4 II. SOLID ELKS.UNDER POST SAEED J.BEXAAt PE OR STUDS ABOVE FOR CONDITION D G 4'-4" 16d•5 •41 - b 12.END LENGTH D G 2'-0' 2 GE6U WA.i L A50VE 15.SOLID RIM OR BLK6.SAME RESTRICTIVE NOTICE A.T.LOCATION D0044 D0043 - WIDTH A5 POST ABV.t BILK RESTRICTIVE DRAG DETAIL 15 6 °F ,55 TJ- SHEAR PANEL PORTAL 75 9 SHEAR TRANSFER 5 CONNECTION DETAIL 3 TO BELOW I •LOCATION OF STRANG PI>I��sN4 14.TYPICAL FLOOR SYSTEM PROPERTY aFOdM,AND ALL 15. A55 EACH SIDE INTO TJI I om SHOWa -- I. SEE PLAN FOR SHEAR I. ROOF 5HEATHIN6 5 CONFEENIIAL TO ALL ECFB(III I. DOUBLE TOP PLATE. - - PANEL 2. EDOE NAILING S 1 STIFFENER 15T, T.H�5 AND NO PNrt OF TIC ORAwtaas 5. H2.5 O 46"O.G.TYPICAL STL�1„E, CAN E OOPBt TRMI FH1®,OR 2. TOP BLOCK PRE-DRILLED ISf j 2. SEE PLAN FOR HOLDOVf4 4. 2X BEVELED NOT BE W/16d'e Ib.(U SIMPSON G516 HOEDOWN REPR DUCID.Nan CAN ANY FOR LISP W56 LA6 SCREWS �I 1--_ TI STRAP 2 •b"O.G.IF NOT BEVELED, smwTURES E K&T FROM TT� rr 16 q TO BE USED FOR CONDITION 5 2 (SEE MANUF.SPEC) - - r.�EE p TE AIL Ig_SN2 5 IS 4 G D 5 6 'I 6 I IS D 6 B WHOUf WRITTEH CONSENT OF 6 T 10 _>c_I 4. 2X4�T Nam, SHOWN S 5. MA TRUSSES PER I2 PROVIDE MIN.END DISTANG 5. TJ SHEAR PANEL PER MANUFACTURER A"ONLY SIP PLAN t MANUFACTURERS T b. SHEAR/GIRDER TR155 SPEC. 5. Ibdb 1 5'O.G.STAGGERED 6 DESIGNED BY TRUST ENSINEER OF 1/6"FOR 6d'a AND 15/6" OOFVRIG T ootMt ltOaa�b 4. HOEDOWN PERCONSULTING GROW 22OMM b. STRAP TAWAY O MRg/4" p 1• �' D HANGER BY �� 4 1 6 FOR Ibd NAILS !RESERVED MANUFACTURER'S SPEC. 5 5. 055 SHIM(1/6"MAXIMUM) 1. SHEAR WALL E.N. 6. LINE MANUFA 17UREARLLED B B B \B/ BY TRU55 MANJFA T' .LLE c REVISIONS F ELK 'A" °G' -ALL STRAPS ARE SIMPSON !TO TRANSFER 250 PLF TO �� b. 1.3MEBBEpRgTE TREATED 6. ALT.LOCATION OF SHEAR q STRON6 TIES AIR 6AP�AND WITH I/2" p I ^ PANEL 5 6 TOP CHORD OF GIRDER. \ -TOTAL LENGTH OF STRAP 2 4 5 6 2 `o, IF 61RIPER TRU55 15 NOT TO BE DETERMINED*THE H 4 `yIT' DESIGNED TO TRANSFER 51TE BASED ON END LENGTH 6 LOAD APPLY PL4m.TYPE 11 ,•, REQUIRED t CLEAR SPAN q. 2X CONT.NAILER OR TOP STRAP• II 15 14 5 Z OD/21/OS CLIENT REV CHORD OF TR 55 W/Ibd'a CONDITION`A"ONLY ALL NAILS ARE SINKER -- - --- •6"O.G. OR BOX NAILS T 10.ALT.LOCATION OF PLYWOOD -CUT FLOOR 7S�HEEgATHHIING TO 4 05/05/04 CLIENT REV 6 2 II. 2X FLAT AT BLK'6. 1 - 7 q S 5 b b A 12 IH RIB CONDITION 14410 4 6 5 p OVERCUT 1 II 5 T T 5 1 I ALT.al PLYWOOD PANEL OF BEAM EPEE W,a THEN ENr N I -WRAP STRAP AROUND B0T7. • ALT.CONDITION 2 S DEPTH PROVIDE ADEQUATE . I„ '• I g S 9 IO G 10 F D I T b G I 6 D FRAMING MEMBERS OR 4. 5 5LK6.TO RECEIVE STRAP LOCATE STRAP OVER DE SHIM ""MC SHEAR PANEL t PROVIDE V. i •'� AS NECESSARY TO AVOID PLAN VIEW u 4 oRO G G BENDING THE SIRAP GE34NTJ "• "• GE50 D0102 D0103N TJ-SHEAR PANEL 16 WALL ELEVATION @ OPENING 13 CONNECTION DETAILS 10 SHEAR TRANSFER 6 5 6 6 II 2 6 I NAILBS 6"O.G.OGK W/Ibd I. HEADER,SEE PLAN. I S II II I. ROOF SHT'6. 10 I. 2X6 ELKO. AT CONDITION _ C 2. 2X RAFTERS OR TRUSSES A t 2X FULL DEPTH 5LK6. 2. DBE.TOP PLATE. 2. 2X BEVELED LEDGER W/ PER RAN AT CONDITION B H/LINE OF 3. CRIPPLE WALL WHERE ° 5 IBLaVELED SEED3_�NO.)(IF 4 b EO6E NAILING ALONG DRAG 3 T 3. BOTT.CHORD OF TRUSS OR LINE MINIMUM(4)BAYS U.NA. FRS' \\�2X CEILING J015T,SEE 2 5. E.N. SHIFT 1LIN FOR PLYWOOD 2. SIMPSON G516 STRAP TO BE 4. 4X TRIMMER U.N.O. SHIP T 2 FLUSH WITH BEAM APPLIED OVER ALL BAYS ` T 5. 2X KING STUD W/Ibd's•16" I p 4. Ibd's•b"O.G.N.N.OJ. 1 12 11 OF BLOCKING(MIN 4 BAYS UN.O,1 O.G.TO TRIMMER. 5. H25 a 46"O.G.FROM ALT.a2 PRE-FA13 TRUSS PANEL �Q T LED6ER TO 5TUD5. y 4 12 4. 2X FULL HT.BELIEVED BLK'6. 5. STUD OR POST PER PLAN 6. 51MPSON MOLDOWN. 10 3 6 12 1 Z V IF NOT BEVELED SEE 15-SN2 (7� i 6. PLYWOOD TYPE II ENTIRE 5. TYP.EDGE NALIN5 TABLE FOR TJI FLOOR 4. STRAP MERE OCATION OF 2APPLICABL140 E 1 - O I II 2 D T D I 2 D 6 2 10 5 b 5 1 5 1. TRIMMER tE K�IN6 5 W� 9U 12 � 5 LENGTH OF WALL U.N.O. II 6. FLOOR SYSTEM PER PLAN STRAP GAPAGI 5. TYPICAL'1'JOIST. `\� 1. 2X BLK'6. "- ^ a D 'L�J- 6. SHEAR PANEL,SEE PLAN. ALT.CONDITION ROOF PERPENDIGV.AR .i� A 1650a i 6 6. FLOOR SHT'6.!FLOOR 1. 2X bLK'G.OR LEDGER PV b. HES STIFFENER I'-O'LON6 ---- ------- --'----- '=- = ' q -_ Ibd's•6"O.G.STA66. •EACH SIDE OF'1"-JO15T 9. HEADER. 16d'e TO END OF 11 SYSTEM. _ _ _ - i 4 12 <I W M. FOR ALT.CONNECTIONS D Q- 6. 1/2"THICK E ID6E5 BLOCKED.W/ 1. TYPICAL SIMPSON HT520 6 '\�� 19 �i SEE DETAIL(II-SDZJ D % J Jw 2 IOd's•4'O.G.ED6E5 t 6. TYPICAL 2X FLOOR JOIST. 10.2X�L3 ITION B.EVELED BLK'6.AS ------ --- - _-_ I_5` E STRAP P05T E�%40614 GAP. ENGTH 10.O.G.FIELD ---- -- No - q. DBL.BLK.TO RECEIVE BOTH //�� q. ROOF 5HT'6. 0516 4 HT520 4 HAILED ``\� b SHOWN•SEE 15-SN2 FOR - _ (I)G516 2X4 ID Dd Ib50a I6" I T I 5 5 I T06ETHER P02)16d NAILS NON-BEVELED BLOCK. _ I2 10.16d's•6"O.G. STAGGERED.USE FULL DEPTH 4 11. PLYIND.5HEAR WALL PER PL (2JGSI6•• 2X4 6 Ld P/STRAP 53000 ID' BILKS.FOR CONDITION"B' c = � G516•• 4X6 1 P TRAP 4g5Oa ID" WHERE OGGURS APPLY PRIOR TO LOW ROOF INSTALLATION �� � � GM5TI4 4X4 (YI Ibd SINKER 5615a 54' 19 4 W T r , - GM5TI2 4X6 ('SO Ibd SINKER 60000 50" 12.ROOF SYSTEM CAN BE PARAI '' 2 GM5TI4 4X6 Ibd SINKER 115500 4 OR PERPENDICULAR TO WALL. q 7 12 _ 6 13.SHEAR TR1S5 OR'fRlYf PANEL E 1 q S 6 •GMST'4Tt2GM5T12 ARE)IONLY APPLIG6d SINKER 6000a 50" LLl 10 5 6 S ELOGK5 TO TRANSFER S60 PLF ALT.05 CONTINUOUS PLYWOOD PANEL •P05T TO POST CONNECTION. a W GAN BE USED •AS AN ALT.TO E t G,USE D FOR POST O GE64F ROOF PARALLEL D0077 TO PLYWOOD TYPE II ER�� •TO P05T CONDITION ONLY. c y 1. ROOF SHEATHING A. SHEAR PANEL TYPE ON I[ S/T THROUGH GEIL'G. DETAIL 17 FRAMING DETAIL 11 FLOOR TO ROOF S.T. D0046 7 2. SEE D1�F�;� AEI E.N.TE E PARR HALL TYPE HOLDOWN DETAIL 1 �olL D0050 r 2 b 1. SIMPSON 6516 W/Dd SINKER I. DRAG STRUT H/E.N.PER 5. DOUBLE TOP PLATE 1. MULTI STUD OR POST 0 I. BM/RAFTER WHERE OCCURS. NAILS 40 2 1/16"O.G.GUT TO PLANS.IF NOT CONTINUOUS G. 5PAGIN6 OF 16d5 COMMON 4 4 -'� NOTES: S 1 l FIT OVER ALL BAY5 OF SPLICE PER TABLE BELOH. 4. 2X4 MEMBERS AT EACH SIDE OF TRUSS NAILS 2. BEAM PER PLAN. CONDITION"A" 2. STRAP TYPE,SEE TABLE BLK6.WHERE APPLICABLE. 1 4 2 I 2 PLYWOOD 5HEATHIN6. S. 2X FLAT BL.OGKIN6 D. SPAGIN6 OF ROOF SHT'6 3. DBE.TOP PLATE OR S. CAN LA6 BOLT N.N.OJ SLIT TJI WEB TO RUN STRAP X PLU BE COUNTER SINK! THROUGH. 2. TYPICAL ROOF RAFTER OR EP&E NAILING 2 DROP BM.PER PLAN. NJ ISM/RFD USE W/ TOP CHORD OF TRU55. 5. STRAP PER TABLE BELOW. b. NAILING AT BOUNDARY OF SHEAR WALL BM/RAFTER. USE 6d SINKER NAILS ON APPLY STRAP ON TOP OF E. SPACIN6 OF SIMPSON A55 2 4. FLUSH BM/HDR PER PLAN. Z I 2 4. POST PER PLAN. 14A L AND IOd COMMON 3. 2X FLAT BLK'S.H/E.N. SHEATHING AS AN ALT. 1. 4X4 POST,U.N.O.I-V E.N. AT TRUSS PANEL/GONT. S USE DETAIL 6/50-2 FOR NAILS ON H5T20's SEE PLAN FO NO.OF BAYS PLYWOOD PANEL.ALT. CONNECTION OF BMMDR TO S. SIMP`50N GCQ(U.N,O) (MIN.4 BAY5). 4. BEAM PER PLAN 6. PROVIDE 2X4 SHAPED FILLER MEMBER L5505 P05T U N.OJ. MIN.I I/2'SPACING BETWEEN b. S"WIDE X 14"LONG X I/4" IN TRUSS CAVITY BTHN.SHEAR TRUSS 1-Q THICK STEEL PLATE GUT TABLE FOR 2X FLOOR ROWS OF NAILS 4. HIP BEAM OR TOP CHORD PANEL/PLYWD PANEL F. 5PAGIN6 OF 51MPWN L5 5. END LENGTH•15".FOR SAM : W V Y- 5 INTO BM,AND POST. STRAP CAPACITY LOCATE STRAP ON TOP OF OF HIP TRU55. FLAT AT TRUSS PANEL LUMBER W/SPACING 6 2 I/Ib' �/ W z AT CORNER CONDITION FLR.SHT'6. WHERE APPLICABLE R. 51MMON ST6236 STRAP N.N.OJ b 4 5'-6"FOR MF&R.PRODUCT IC UVII PLACE 5TL.PLATE BETS EN A(UHT520! 516 1450a 5. DBE.TOP PLATE OR BEAM. - WHERE STRAP 15 APPLIED G.PRE-FABRICATED TRUSS MV SPACING 6 4 1/6"O.G. MITERED BEAMS t GUT THIRII ! PLYID.SHEAR PANEL SEE PLAN 2 4 2 ON TOP OF SHEATHING, 10.PRE-FABRICATED TRUSS PANEL TO BLOCK W/CAPACITY AS 5 p THE P05T.USE(4)5/6'd✓ B 4 t SW FOR!SHEE PANEL TYWE AND 6. ROOF SHEATHING W/E.N. ELIMINATE LINE OF E.N. TRANSFER SHEAR LOAD FROM TOP TO INDICATED PER TABLE. 1 T 6. 2X STUD W/Ib d's 0 6"O.G. Ul l0 J THRU BOLTS W/WASHER. 2 6 T A,ONS LINE OF DRAG. I L PER TABLE A_ONG LENGHT OF STRAP BOTTOM CHORD.SEE"6"FOR REQ'D. 1. MITERED GUT BIN. PROVIDE LINE OF EDGE NAILING �'r ONLY. CAPACITY(FOR ALT a2J NOTES. 1. FOR(2 MT512 USE(�9TI2 PROJECT NUMBER _ ____ T END LENGTH. NO ENp - p FOR(2 HT520 USE(2)ST'ZI3 16" ALONG LINE OF DRAB LENGTH LENGTH " 11. CONT.PLYWD.GUT TO FIT PANEL BTHN. MEMBERS RECEIVING 2'O.G. 6 AND FOR(4)HT520 USE 60339 NOTE. MIN.5 1/2 HIDE MEMBL:I¢ g FOR CONDITION G tD T.0 t B.G.OF TRUSSES WALL EPSE5 NAILING AT ADJOINING -- ----_ ISOUIED DATE $ATOL ORCNEµR(,prypITIGN 5TRAP APAGI END LENGTH BLOCKED t NAILED(FOR ALT.03) PANEL EDGES NEED TO BE 5 APLIGA710N OF MTS t HT5 (2)5T6224. BE PARTS ON y 2 1 1 7 O 2 • MIN.1 1/2"SPADING BETY'CEN 5X NOMINAL 6. MIN.4X5 SOLID$LOCKING O Os II E SIDE EOr POST.I/LSEE� A G516 I650- 5'-b' e • p ROWS OF HAILS.ACV 12.2X ELK6 AS SHOY'N TO RECEIVE PLHP. 4 $ 2)G51 3500a 5'-6" • • •• 2x6xSTRAP L.ENSHT NEXT TO EDOE NAILING MEMBERS RECEIVING ROOF NOTES,-SE IOd SINKER FOR MT512 I 2 FOR EASE OF GONSTRJGTION. ^ - _ DRAB ELEMENT TO RECEIVE EDGE NAILING NEED TO BE lod COMMON NAILS FOR HTSZp PLOT PATE 2ND.STRAP NAIL W/16d's 15.4X SHAPED BLOCKING EEVELED.SEE 15/5142 FOR USE 6d 51HKER NALS pOR G516b. PLAN VIER •4'O.G.5fA66. NON-BEVELED MEMBERS -GUT CS STRAP T MEET MIN END ADD 2"X4'X46•LONG OF GSIb STRAP NAILING PATTERN p (qg 05J/03/04 in 6 1 6 T '�"�' MEMBER TO RECEIVE 2ND. SHEAR WALL SCHEDULE,U.N.O.ON PLANS ENE)Or TH EkH 5T 6RAPd'6 EACH DRAWN ft REVISION 01. .� SSIA66ER IL W"'s•4"O.G STRAP END LENGTH NAIL 51ZE AMP SPACING CAPACITY -PROVIDE I la"5PAGIN6 BTWN 1 1 A C516 g'..b" bd BOX151NKER AT 4 I/6' 16500 A $ G D E F 6 ROIve OF NAILS MULTIPLE CS K,P. STRAS. 10 1 II 1 6"O.G. b'O.G. 24'0.C' 24`0 • B• (2)G516 5'-6" Dd BOX/SINKER AT 4 1/6" y500a I II I 4" 4• 16'O I A. y sTRAP TYPE ALT. APAGITY SHEET NO: CM5TG16 6'-6' Ibd SINKER AT 4 1/2" 4100a 12 `O.G. 4 5 1jj• 4 4 q CONDITION"B' S 15 14 2' O.G. Z O.G. 6"O.G. D'O.G. A>PI.IGATION A U G'51 ON 2X4 2 MT512 42011 w GE 16 ALT CONGEALED GONNE11 GTION PLAN VIEW OF CORNER CONDITION D0088 Ib'M D GM5TI4 b'-0" IOd BOX AT 5 I/2' SSOOa OF G516'a $ 2)GSIb ON 2-2X4 2 HT'920 2090s 14 14 Z"O.G. 2'O.G. 6"O.G. 6'O.G. TO G G 16 ON 4X6 4 HT520 4200• �D CONNECTION DETAIL 1181DRA6 INTO FULL HEIGHT WALL 1141DRA6 DETAIL DG11 12 DRAG DETAIL 11111411 8 SHEAR TRANSFER D0031 4 HOLDOWN DETAIL D005, 2 I. 4XIO BEAM 1. FLOOR 5HEATHIN6 2. LSL FLOOR BEAM 2. Ibd's•b'O.G.TO BLOCKING S. 4X POST PER PLAN 5. 2X 57UD5 FULL HEIGHT IS 4 I G D 5 b 7 a I IS D b B 1y. 4. SIMPSON C516 EA.SIDE 4. 2X BLOCKS W/E.N. "•0, w A5 5ALL HOLES NAIL0, FILL 5. FLOOR SYSTEM PER PLAN b. x GONTIW)OUS LEDGER YV 1 g g T SS2UPPORTING FLOOR SYSTEM {yp�� (S)Ibd'e PER STUD WHEN 4 USE(2)Ibdb PER STUD AT M, ' / •\B i PARALLEL CONDITION 2 a 2 1 T. ALT.LOCATION OF SHEARGOUVIS G ENGINEERING PER PLAN 8. 51MFWN H2.5 O 445"O.G. CONSULTING OR EVERY 3RO.BAY. A ------ q. (U A35 PER STUD. GROUP 4 4 T T q S 5 6 4400 CAMPUS DRNE q - FEWPORT BEACH ALT,01 PLYWOOD PANEL CA 92M b 5 NEWPORT Bpi ")752-*2 FAX (949)752-M C. 10 F D I 7 8 G 1 6 D PALM SPRINIX (760 323MM z f 5 BASED J.BEKAK PE RESG G 60477 GE3N *x DESIGNS, NOTICE B E HERE O IONS a m Ex NO CONNECTION DETAIL 7 CONNECTION/SHEAR TRANSFER 3 °"�'�'°0"N R4QO"s OF OOIMt EHON®Mq CON OFOAAImTINQ OR OW,NC Nl TO ALL FOX-ENTS NWPMNfd18110WI1 N 2 1. 2X 5TUD WALL. ---- /-�.. - No NO OF TIERS OMwINOS a A G; CAN W OOPED,TRANUM EA ON I T 2. SHEAR PANEL PER PLAN. _ RIPRODIIOM NOR OAK ANY OF . - 8NMICRIEB BE BIILT FROM 7NEM 9 3. FLOOR SYSTEM PER PLAN - WITHOUT �CONBBl� 5 WHEN NOTCHED USE FILLERS. - - OOLN6 B1NiP�t1O CONOLLTING II 4. BEAM OR BLK'6.MIN.13/4" 9 ''/T E T 9 5 13 OROLP WIDE PER PLAN.USE COPYFIOIrt OaNd ENGINEERING g APPROVED HANGER O FLUSH TM00R0W� T BEAM CONDITION. ALT.k2 PRE-FAR TRUSS PANEL �t Rloen9 O �Icdn 5. 2 X ROR JACK TRU55 E--`� R PLAN. C 8 1 II 2 0 "1 9 6O 1 2 D 6 ISIONS 10 b. L550 O 32"O.G. Bj DESG -1. EDOE NAILING. T b. 2X BEVELED BLK'G.PV E.N., - - i 03 CLIENT REV IF NOT BEVELED,SEE 13/5N2. - _ i 12 S 4 I 2 q. 2X BEVELED LEDGER H/(3) B Ibd'$TO EACH STUD IF NOT -- E 3/04 CLIENT REV BEVELED,SEE 13/5N� _ --' -------- -------- ATTACH LEDGER TO STUDS b W/H25 AT 4b"O.G. ff N 10. nv BLK'55 '; jam; 'e AT Ib"O .U.N.O.JOIST PER PLAN W/A35's .G It. PLYWOOD SHEATHING. - - 10 12.2X BLK'6.PV E.N.i NV(5) Ibd's TO BEVELED BLOCK. q T E 9 5 b I] 5 2 ALT.Mg CONTINUOUS PLYWOOD PANEL GE55 .� SHEAR TRANSFER DETAIL 4 12. 2�XOF SHEATHIN&SHAPED BLOCKING TO RECEIVE E. , A. 5HHE P L TYPE ON SEE DET'L.15/9N2 FOR ALTERNATE B. SHE TYPE I. 2X FLAT BiN&(A�/LINE OF BE N CI 5 a 10 L�MIN IMJM 4)QN&p.O g TMP.2X OVER IX TOP PLATE G. SP ING IbdS COMMONBAY 4. 2X4 MEMBERS AT EACH SIDE OF NAI 2. (2)SIMPSON GS*H/6d END EN6TH SINKER NAILS AT 2 1/16'O.G. 5. ZX FLAT BLOCKING 5P OF ROOF 5HT'6 3. 5TUO OR P05T PER PLAN 6. NAILING AT BOUNDARY OF SHEARI EDGE NAILING S SPACING OF SIMPSON ASS 4. BEAM PER PLAN. T. 4X4 POST,U.N.O.W E.N. AT TRUSS PANEL/GNIEL/CONT. 6 I 2 5. SEE PLAN FOR SHEAR PANEL, 9. PROVIDE 2X4 SHAPED FILR MEMQ� PLYWOOD PANEL �Q TYPE P TTANELMLMLY1,10I PAS ��rra F. SPACING OF SIMPSON 1_550 V 6. SHEAR PANEL TYP IS. FLAT T PANEL W WITH LENGHT OF 5W L•14'-0" q. SIMPSON ST6236 STRAP N.N.OJ 6.PRE D TRUSS '�J T. LVL RPLA STRAND OR 10.TRANSFER SHEAR TRUSS PANEL TO BL W LVL PER PLAN TRANSFER SHEAR LOAD FROM TOP T BOTTOM C+M.SEE"6"FOR REOV. NOTES, Y lu 8. OM TOP PLATE CAPACITY(FOR ALT• ) _ MEMRIVIN6 Z'O.G. 9. Ibdb S.P.N.PER SW SCHEDULE II. CONT.B Y�TRUSSES WALL CUT TO FIT EED6ET5 PANEL EE OBE _JJ10.END LENSHT•5'-b". BL.00KED t NAILED(FOR ALT.45) 5X 12,2X MKS AS SHOWN TO RECEIVE PL ME IN6 ROOF S EDGE NAILING EDGE NAI ED TO BE E FOR 4 b 15.4X SHAPED BLOCKING �NEBE LED MEMBERS T q SHE WALL SCHEDULE,U.N.O. 40-01 W A 5 C• D E F• 6 ��j�j�llOO,AAe.OOOILFFFAFTER 5 10 11 b'O.G. 6'O.G. 4" 4"O.G 2 ADE D IS O 11 1 I I c' W 12 IS i 5'O.G. I L. I a W I I 2"O.G. 2"O.G. O.G. O.G.AL O W O.G. O.G. J Ep SHEAR PANEL DETAIL VN58 5 SHR TRANSFER @ N -BR'6 AAL 10-i d C 4- 4 2 1 I. PLYWOOD 5HEATHIN6. I. DRAG TRJ55. 3 2. FLOOR JOIST PER PLAN. J 2. TOP CHORD OF JACK j 3. DECK JST.NVAPPROVED TRUSSES t/OR HIP SET. HANGER.SEE PLAN. 3. ROOF 5HEATHIN6. 4. EDGE NAILING. 3 4, 2X BEVELED BLOCKIN5 FOR S 5. 2X RIM J5T.W/A35•45" 4 SHEAR TRANSFER TO DRAG Z O.G N.N.OJ. 6 TRU55.FOR NON-BE D VELE BLOCKING,SEE 15-5N2. V b. 2X LEDGER W/2-ROWS OF W •6" G.5 3AG6EREEDD. 5. TRUSSd'e EACH BLOCK TO t z 6 6 1/4 4 9 T. SHEAR WALL PER PLAN. b. E.N. � Q T 6. SUPPORT RIM IST FROM CANT.FLOOR J015T WITH PROJECT NUMBER 4 2 INVERTED"HU"HANGER. 6055cq 9. X BL-K6.NA55•45"O.G. 2 S I .N.OJ. BSUED DATE g 01/29/03 PLOT DATE 1 05/05/04 DRAWN BY: REVISION BY: K.P. b 4 s SHEET NO. GE28 T GE29 SD-4 j SHEAR TRANSFER CONN. @ DECK 6 SHEAR TRANSFER 121 z'N O Tc� 7 Z h �Z IL L p z•= r� t `o I lEGENQ GENERAL NOTES: : A 48 CURB AND GUTTER f7 4 PROPOSED SPOT ELEVATION 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. h 2. 1 RIGHT OF WAY 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. r0 -O STREET LIGHT N PROPERTY LINE 3. LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC. 57 h a h c r0? Sz6 60 6O --- EASEMENT LINE 156 LOT NUMBER 4. MINIMUM SIDE-YARD: 5'. 525.3E K w FC 6 r0• Ro 60' W '� K, st 9ti 5- 3 _jj �7 PROPOSED SLOPE 5. NO DRIVEWAY SHALL EXCEED 14%GRADE, WITH A VERTICAL CURVE AT GARAGE. M i H t µ * S 2.3% STREET GRADE 6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE tx 2 ,v -605- FlNISH CONTOUR ELEV. ❑ PLANS UNTIL HE HAS OBTAINED FROM THE OWNER'S ENGINEER OF RECORD, 5.1 '' IS 6.8FL u `Tl WATER METER 524.9FL _ - 1X..-�_... 1 17i 1X a Hp "�15- "� 527.3FL"� - - - - LIMITS OF PAD A COPY OF THE'GENERAL SPECIFICATIONS'FOR THE PROJECT AND HAS HAD . 525,pFL ❑ I HP ® AIR Cl7ND17I0NER A PRE-CONSTRUCTION MEETING WITH THE OWNERS ENGINEER. 5.4F7. ❑ � � ���� INTERCEPTOR DRAIN 526.5FL �� 7. POST TENSION SLAB IS M BE USED ON ALL UNITS ON MATS WITH AN 526.9FL ELECTRIC TRANSFORMER EXPANSION INDEX HIGHER THAN 50(U.N.D.EXPANSION INDEX TO BE 11 1' 26.1FL FL'., W WATER MAIN I PA25xi .k % 2 f f 5 - 25.7FL 'DF S SEWER MAIN HANDICAP RAMP DETERMINED FOR EACH LOT AFTER ROUGH GRADE). O P 3C C C' 3 5' 5.2' 361 DRAINAGE SWALE CURB INLET CATCH BASIN 8. CONSTRUCT 4'PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER 9TW FF 526'4p 5 LET 4 S PLAN 2BR ^- HIGH POINT OF SWALE � FIRE HYDRANT EVMWD STD. NO.S-14.SLOPE 2X MINIMUM, TYPICAL ALL LOTS. In PAD=525.9 PLAN 1AXR 524.SFL 0.1'DF 2 2 OFl L K. FF=526.60 10 31.B7W PAD=527.0 LO 6 DEEPENED FOOT17NG 9. INSTALL SEWER CLEANOUTS, AT 100'INTERVALS AND AT ALL ANGLE POINTS. GB s)r PAD=526.1 x: PAD-526.6,E PAD=527.5 5.00'?T.6 _ 325 4 t�' F W 10. CONSTRUCT 1'COPPER WATER LATERAL FROM PROPERTY UNE TO HOUSE, I 0, ' 31.2TW k A 25.8 526.2E 1PERMIT) I TYPICAL ALL LOTS. BLOCK WALL PER SEPARATE I 524 q 4 c I :� S.6 528.1 2 6'HEIGHT WOOD FENCE 11. INSTALL B ON TH W DEVICE ON SEWER LATERALS PER EVMWD STANDARD FL 9 25.2 3L6a2TW 0- 'OF TRACT 30492 I TRACT 304 2 F26.5FL PHASE LINE N0. 5-12 ON THE FOLLOWING LOTS: NONE �2 K �t'� 25.4 0� 52 GB GB ^ BLOCK WALL WITH GATE o 5 2� IO.97W GB 25.6 526.4FL v i o cI FL CB e ' �y� 2 GB MODEL DISTRIBUTION SCHEDULE I PUN EU* LOT NUMBER ISTAND I REV. ELEV. TOTAL PLAN TOTAL TOTAL 63 4. ce o 4 ABBREVIATION: A ° 1 0 25' `J 0 N FL FLOW LINE B�: 0 0 0 g 65' 9 14' 47' Bw 6 60' -BA 49' 11 FF HOUSE FINISH FLOOR 0 FS FINISH SURFACE C , 0 0 GB GRADE BREAK GFF GARAGE FINISH FLOOR OINDICATES PLAN IS REVERSED ON LOT u,o TIC TOP OF CURB 0 TRACT BOUNDARY TYP TYPICAL A ° o �. -� -+ N 2 B 0 0 0 �N +, 4 1 N +_j - + +J _ LOT EXPANSION ^ 0 5 n "O NO' INDEX 1. 0 0 5 5 2 3 59' 0 - ,y0 M8 ---- N - -- --- 4 A ° 0 86'£dS 19i 5 0 I o foes 67' _ _- -- 3 B ° 0 ° ° � N01E Zb'bZS 66 MB 62 MB 62' MB 62' 2 1 0 o HANDICAP PARKING SHALL CONFORM 0 1 $ OB'bZ9 o bZ'9ZS No bS'SZ9 0 0 TO ADA AND TITLE 24 REQUIREMENTS. - 0 0 CONSTRUCTION NOTES: CONSTRUCT 2'AC PAVEMENT OVER NATIVE I PL 2 INSTALL 2'X 4'REDWOOD HEADER 5' 5' So-PAINT BLUE HANDICAP SYMBOL SWALE SWALE 4 -HANDICAP PARKING SIGN m t a a � PL 3' 2' 2' 3' Q_CONSTRUCT DRIVEWAY APPROACH PER DETAIL HEREON 5' S.2' 1 Ca SWALE L • 'l 'a,s 2 22' p- 3' WIDTH PER PAD ELEV.-.525. _ PAD ELEV-526.1 9 FF.=527.f0 - 2 _ PAD EIfV=5270 PAD ELEK=526.6 Z V 2:1 � ^2q%MIN• OF VARIES PL PO\P�, PLAN ' 4:7 JAI.IAK DF VARIES 3 �•, Z V��Mom' FROM 0.1' TO 0.5' SWALE 0 IX MIN. Y`\O�S� M 2' FROM 0.1'TO 0.3' 100 5�If. � �`R m ^' 43 6 PLAN 5 /� 0.1'* 0 I 1._40 i SECTION C-1 r k k EXTRA DEPTH OF FOOTING 1 5'MIN. R/W SECTION A-A HO SCALE ® PER DETAIL HEREON 10' NO SCALE 5' SIDEWALK 5' y k 5'MIN ® I l �' 2X PERMIT ISSUTA X '. ! PL PL 3'MIN. NI CLASS' CONCRs�ra Nava been f view VARIES 2k MI * 3'MIN. aoeea a oa bUilaa EXTRA DEPTH OF �20-MA) 0.5' pg1OeiD pd to I e•g m; a SWALE Ak ORIGINAL GRADE \ Mnt>y Gay eger,aMa LASS 'B' CY FOOLING REQUIRED `� + pype1 M C,%cw,7, 10' V VARIES PER PLAN �' 20>MIN 1 renting 01 a pe! ,o* M BERM PER ROUGH GRADING PLAN DEPTH OF F007ING AX• FINISHED GRADE f SPprellC�t}bl°AJ e I tol tM ap01� 10 Q_ 1 REQUIRED ! ''e''' I ePermitnd" w c{ 1 \ opdu or ordl III n .No Permit presumed to 91w •• authority to violets or cancel iw prevMlona d audl • _o a:.a.,. sheet.,al . PAD ELEV-526.1 PAD ELEV-25.9 ?. \ 'N ORIVEI�,�' APPROACH DETAIL - - /My 2 PAD ELEV.=5215 - 5 N.T.S. _?�� ZM � Z wX' EXTRA DEPTH FOOTING t e NO SCALE NOTE: A W TD SOME OF THE HOUSES WITHIN THIS PRO,ECT HAVE EXTRA DEPTH f' ' NOTE. FOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAID °i HOUSES AND CONSTRUCT EXTRA DEPTH F007INGS AS SHOWN. SECTION B-B SECTION �-� STRUT SLOPE NO &1CKFLOW VALVES ARE REQUIRED SCALE:1'=20' FOR THESE LOTS NO SCALE NO SCALE TYPICAL LOT DRAINAGE � NO SCALE 0' 20' N0. DATE REVISIONS APPROVED BY DATE CITY SEAL PREPARED BY: 1 CERTIFICATION: �GFEssI°,� CITY O F LAKE E L S 1 N O R E 2 AB..�1• 2 THESE PUNS HAVE BEEN REVIEWED FOR COMPiI WITH THE yFPH HgRr� TRACT NO. 30492-1 SHEET: o n APPROPRA47E CONDITIONS OF DEVELOPMENT ANO/OR CITY TKO C� CIVIL ENOINEERP +•Y"a9LL5- �i LOTS 2-5 3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. No.29242 A LAND SPLANNINGURVEYING THE V-v.LOWS MODEL SITE 0" -� LAND SURVE - o . g 5 PAY~o DLINNELL. R.C.E NO. 26W3 DATE * anew 3-31-2007 * ,(MI�NAVE.-BTE.304•CgIONA,AX R7RN�;50 PRECISE GRADING a n d TWO WORKING DAYS 6 sl,TF SAL\E0 \P RCE 29242 DRAINAGE eiLj,AN FILE NO. BEFORE YOU DIG 7 JOSEPH H4IRTGE LICENSE N0. UTE W,O, I FOR; F.B. I:\DWGS\PROD\51.009\TT2\PLANS\GRADING\PRECISE\B201-2-2.dwcl\ 6-20-03 3:24:34 pm EST PROJECT SUMMARY SEQUENCE OF DRANVINGS SEQUENCE OF DRAVaNGS 0111441111M IWAM M HOI,AM sht. plan description sht. plan description ° s _ FRD.EGT ADDRESSt KE LA EL'sINORE uovee arNeer DJ AR4FN.0T1.3. ARTeG7U GNRAL DeiALe I FROFERT TRACT TACT M 3O+W2 03 ARGNTWTURAL xrA" DLDb.GLASWIFIGATIONt SINOL.E FAMILY DETA .HW R3AUI &J 600M L NOSD VA A#V-+MW71JRAL MA" 1 Or 2 MOW*off 0.5 ARUMT6CTURAL DCrAM.S TYPE OF CONSTMACTIM -TYPE V-N 2 OF 2 MW 91Qr Db A CHTeGTURA.MrAlu FIRE ZOPEt LOW 0.1 AfatMIM71N1RAL DerALS p, Ci NiODESs - 2001 EDITIONS OF THE C C,CMG, 1.1 PLAN I SLAB WrwAGe PLAIT CPC, OFG,G6C+AND TITLE 24 IJX SLAB MrElFA6E ADVIMA SN-1 VI'Mr-TIRAL 61 NOTES 4 R50MREMMD Q a Q Q Q Q Q Q Q Q 12 PLOOR PLAIN SW2 aTRUG TES TURAL VerA A 4 NO 13 UTILITY PLAN ISOVERNINfi 501M CITY OF LAKE_.ELSINORE, Iry INTW%M aevATkM RNER.SIDE CAOURI Y 1.5 xcTIONe 94.1 C4*K1 NTWNAL POUNDATION PLAN IA crag MAW) If ELEVATION'A'AND ROOF PLAN 64JA PARTIAL GONVOMMAL I'MMAT10N PLAN 0 M IG MOM 0.1.420) ' A4 1.1 LE'r,ROW AM REAR ELEVATION'A' 64.16 POST 7154610N PaJNDATION PLAN IA(MR GAMORY II AND IIU 1.6 15"ATION'W MOM PLAN ADMI M4 e-I.10 POW 7Ef610N FaADATION PLAN IA(FOR GATIOMY U LQ ELEVATION W ARID ROOF FLAN 64.ID PARTIAL P.T.PQAODATION/LAN 16 M D(MR GAT6lORY II M IIU CONSULTANTS 1.10 IJTr,FJOHr AM VICAR M"AT10N 73' e-1.10 PARTIAL P.T.,OLMATION14,J,0 M 10(FAR GATMOR„1) j<KKA a a a a a a a ARGNTEGT= DASOMSM LA NG ARCIMT WTS "0""D°R 1.11 M"AT10N'G'1100R PLAN ADVeNOW 5-1.2 rRAMNS PLAN IA NDWORT BEAM,CA 1.12 M"AT70N'G'AND ROOF FLAN 9-13 PARTIAL rRA4M6 PLAN 0 AND IG GOIRAGTr e1RYt.e ilOVe e2660 1.15 LOT,M@W NO REAR ELEVATION'G' �41-sss-11P0 STRUCTURAL ENS. 6011VIS Q161NEIRM 4400 CAhPUS DR Sae.A S-IXJ G4NVWM0NAI.l"C"AT10N FLAN IXA OWK MXW) M5V'OltT SMACK CA IXI FLAN IX SLAB INTEI FACE FLAN S-IXJA FARTIAL GONVBMONAL PDK PLAN IXS M WC,MM E.WO) eqo 42060 MIX SLAB WMWAOE ADDENDA }AXE POST TO40M POWDATION FLAN IXA(MR CATE60RY 11 AO IIU 2 CONTACT= MANSOM AMD 4/M-1524612 IX2 PneeT FLOOR PLAN S-IXIG POST TENDION rOUDAT1d1 PLAN IXA NrtDR GATe6oRY U � EN':RbY GONSIILTANT: --GOIl60L QClbY GON3IM.TANTS 1401 TAM OSomreR M IX3 SeGOND FLOOR PLAN S-IXID PARTIAL P.T.PaMOAT701,11 PLAN DO M IXG RGR GAT.II S IIU °' i 5UITe.200 IX4 FIRST PLOOR UTILITY PLAN S-IX.R FAIRIAL F.T.POUIOATION PLAN IX5 M IXC OVR GATEeoRY U ` 1 Ovt O MTON.oA 46210 IX5 Sealow FLOOR UTILITY FLAN b-IX.2 rRAMN6 PLAN IXA per, GOM'AGTA 606 xBa 3T204-474-0M6 IX.6 Nnmo R MZVATION6 AD STAIR SEGTIOND 9-IX3 I FARr1AL FRAMNr FLAIL DO I CIVIL BJNSiNtgli= 8V eN61N@IRIlI6 ONE oottrOteATE t•AAK IX.T SECTIOM 5-IX4 PARTIAL r'RAMINS PLAN IXG SUITE ION 1" B"ATION•AP AND ROOF PLAN Itavltc CA 52606 IXT LErr,MWM AND WE ELEVATION-AX- y GO►fiAGTr MUD"VO 9M-e�-0917 O IXIO ELEVATION TX'FLOOR FLAN ADDENDA 5-2.1 CONVENTIONAL P'O"ATION FLAN 2A MWIM 15.1<W) F WDFIANICAL MOINSR-GON501.E ER&Y G4N6ILTA M1401 TAM a SNANrM VX IXII M/ATION MW AIO ROOF FLAN S 2.IA PARTIAL GONV WWNIAL rDK PLAN 26 g 2G(PER MAW) AW)SUITE r^ ULi2 LIT,M04T AND REAR LLNATION WO 6-2.6 FOST 7ENDI0N FOUIOATION FLAW 2A OWK GAT560RY II AND IIU V J12 �TOCICTON,CA"210 PONMGT. BUSS WIN* POU 2o4-4T4-04,16 IXq ELCVATION'GX'P'LOOR FLAN ADDEDA S-2JG POST TOO"TOO" rOAT10N FLAT 2A 0'aR GAITRY AO U IXI4 dNATION XX'AND ROOT PLAN 9-2.01 PARTIAL P.T.POUMAT10N FLAN M 12G 0'OR GAT.11 1 IIU TTS CONVOY C.T. SOILS ENbINSR PAGIPK.SOILS IXN3 LIT RINfr AO REAR aNATaN Yac' 9-2.111! PARTIAL F.T.rO1MOATION FLAN>d•2G trOR GATE/OIRY U SAN oleeo,GA 412111 IXIO DECK OPTION 6-22 rRAMN6 PLAN 2A GONMCT= DAVE P4AIrW 5-23 PARTIAL PRAMN6 PLAN 26 v 6-2.4 FARTIAL PRMMN6 PLAN x 2.1 PLAN 2 SLAB TNT WAGE FLAN 9-23 FARTIAL OPTION FLAN 2 'r•° 2.IX SLAD INTElFACC ADDDOA 22 FIRST PLoaR PLAN 8 g SQUARE ]FOOTAGE, 23 Sx ►o o FLOOR PLAN 90-3 FAIMAL PRAKNO AO FOUNDATION FLAK SM"OPMCC o 2AI PIMT M.00M UTILITY FLAW 5-3.1 GONVEli10NAL FaSDATION FLAN 3A A+oR G.42W) N 1 2.5 xGdO PLOOR UTILITY PLAN "AA PARTIAL GONVEtnomL rDK PLAN'90 0 90 0r=G.GO)PLA �d i � V , 2 6 MMO R M"ATIOND AM STAR xGTONS "JD FOST TMOM MILMATION PLAN 3A 0%K GA72MO RY 11 AND III) FIRST FLOOR 20/I3 SPARASE 564 2.1 SEGTIOND S-.Js JG FOST TEBION POUTMDATION PLAN 3A(MR GATE60RY U $ a 2.0 M VATION'A'AND ROOF FLAN ".10 FAMnAL F.T.FOIMOATION PLAN 36 4 3G 0'oR GAT.11 4 IIU rs ° TOTAL ZOMI3 2.4 LE'T,VJOW AND REAR M"ATION'A' "JE PAIRTIAL F.T.PaMOATION FLAN 96 4 3G&M CATE6oRY 1) F w 2.I0 MZVATION W}ROOK PLAN ADDEOA 9-32 PRAMN6 FLAN SA q1 211 M"ATION W AM ROOF PLAN "Z FAM"AL rRAMMNO PLAN 36 7G M12 LEFT,R16NT AO REAR M"ATION W "A PARTIAL MAHN&FLAN 3G PLAN 1X 213 ELEVATION'G'PLOOR FLAN ADDE?DA 5-3.5 FAM"AL OPTION PLAN 3 214 ELEVATION'G'AO ROOF PLAN FIRST FLOOR 20013 6ARA6E 564 51:GOND FLOOR 3q3 215 LE'T,RIMfr AID REAR ELNM70N W SPP SHIM FAIL./cGNGRerE TOTAL 2466 Will, Deus oPnON SFD SIM:AR PAML DerAlLe 0 R o F9 Fr-1 POST TemoN verALS NO NOW FOR PE 11 ISSUANCE ooi Q li 3.1 PLAN 3 SLAB INTMWAGE FLAN SD-1 eTR1,1CO A.DETAIL TED AIO NO +1,SSocul M �A y U) w N rFjlf47 d �o 31X SLAB MNTEIFAGE ADDENDA SD-2 STRUCTURAL DETAIL ANO NOM 6N DATE 32 1,11W PLo01R PLAN W-3 STRUCTURAL DerAL AND NOTE6 Inane. Autno � n i ry�L7i� 2 pNm wed for adhe Ln M 33 MOW FLOOR PLAN eD-4 STr1UC7URA.DETAIL AM NOTED hereby granted to Iss building perm O o v n FIRST FLOOR 1446 NSARAtSE 633 33x PLeDOR FLAW omoNe III ON sippliceble en`"` = J N a SECOND FLOOR 1366 3.4 PIRST M.0011R UTILITY FLAY WO � P11500IMGAL�� n of • permit a w` m J a�✓7 a TOTAL 2864 royal of these Ianry a an not w co t rt w- R 33 MOM PLOOR UTILITY FLAN M-1 PLAN I WAC permit or approve an vl latio of the =Z o presume Ss WrIMICR 15"ATION6 AO STAR MOTTOND M-IX FLAN IX NVAG oath"to vloate or I the N a Q 3.T SeGT10Nb M-2 PLAN 2 FNVAG = 30 o N PLAN 3 3.6 ELEVATION'A'MD ROOF FLAT MaJ PLAN 3 PIReT MOM WAC � co 00 3.41 LIT,MWIT MV REAR ELEVATION'A' 14-32 FLAN 3 3EGOND MOM WAG E i FIRST FLOOR 1 632 ISARA&E 620 3.10 M"AT10N W M.00R FLAN ADDENDA SECOND FLOOR 1 646 3.11 ELEVATION W AO ROOF PLAN 90-I 1 PLAN 2-6R SALED OP7'ICE Q TOTAL 3260 3.12 LIT,MGHT AID REAR ELEVATION W 90-2 FLAN 2-6R SALES 0MCM MZVATI00 AM ROOT FLAN � 3J3 ELEVATION'G'rLOOR PLAN ADDEDA 9" SALES OMM PRA01I10 AND rGIMOATWH PLAT m SJ4 ELEVATION'G'AND ROOF FLAN M-0 SALES OMWa MIX-NAN C.N.NOTIM Q Sig LIT,MOW AO REAR EJEVATION NV M-SO SALES OMICE NVAC, Issis 3.16 DECK OPTION In DG.I FLAN IX-AR VMW GafTER y „ W DG2 FLAN lX-AR DE61NN GERSR MZVATION6 AIO SECTION cR7 y mF Ws i O �wUa rat C 0 G 6 M TOTAL SETS m r R cc / i AUG 0 5 2003 GENERAL NOTES ABBREVIATIONS SYMBOLS 2001 C.B.C. OCTDBER 2002 W gN9p1 1 ANCHOR NG. HOL so�. ND. D DMANCHgR SG. SOUP GORE ARCHITECTURAL A/G Al cA01TIOWN6 NR HEADER SSP U 9GH. SRH®IR.E GENERAL REQUIREMENTS BUILDING DEPT. REQUIREMENTS A�' .04Wr HST. HEISHT � WPDD OR M!'AL STW Y6VL N0*pATw S ,� ADJ. ADJ)STABLE NTR IEATM SEGr. SECTION i400D OR STW YIALL THEN MAL OR SOUND IN PLATTD AL. AUIHNIM SOL SELECT York performed olall eerrply nth the folio". PROVIDE E0ENE CY EXIT DOOR OR wNDOW FROM BASEMENT ALT. ALTIMOIATE SOLSTR SDLECr 6TnxrAtAL AND/OR SL�INS ROOM IN.NET CLEAR WT00W AREA AMP. ATERA6E 111011E I�NTERIO aN SM. SERVILE � BIRIRK OR RONGISLIE BLOCK YIIJJ.OR VENOM I. Th~ 6wtarai Mote unto".111 too,noted on pima a SHAD-BE NOT Be LE96 THAN 5.l SDI.FT.(621)SDI.IN. AV6. AVERASB NT. INTERIOR SN. SINGLE HJNG -' PIR✓:-C,"T OR POOLIREP-N-IsLACE CONCRETE PIAL1. spa Ulhcatlorr. MIN.NET WN00W OPENNS MOW Dti`115 ON 24'CLEAR, SHT. SHEET 2. ColNer Ao Bud Gad*, aka•dklm. BD. BOARD ® Y1DOD,PLUSH,32'OR LARGER VALE DETAIL IdITy ARPi MIN,NOT WDTN DIMENSION 20'CLEAR PMSHEV SILL ELD6. BA�DIfN6 JAL. JALOUSIE SHT116. 'a1CATHINS S. All appliacble Local.Stan and Pod"Coe". Ordirw4aia, HEIGHT MAX 44'ABOVE P-001�CDG 310.4. SITYR SHOH'ER (� Lou, RAW11at4cru and Prot"Wo Coves govay" the RX*. OLCCK1W L. LAVATORY SL. SLIDING ® WOOD,R ISK CONTINUOUS hEMEER 9/6'OR LA1R6Nt SCALE DETAIL a a a a a a a a a a a a"of work. TIE PLUMBING PIXTUtES AM PUIMBIN&PITTING SMALL BLT-N EJkT-N LAM. LAMINATED sm. SPLASH 4. Statdad Sp•cMkatbrr of AS7M. Mq.•T THE STANDARDS NOTED BELLOW, DM. SEAM L'4'•I.PL'AE. LAMINATED PLASTID SPK SILL PLATE NAILING m POW,ROIA%i,NON-CONTINJOUr 1`115 C""OR LARGER SG.DETAIL 5. In e:are of coMlat,the mere atrhywtt regA'ornonts shall A)WATER CLOSET a I♦GALLONS PM PLUSH MAK B.N. DOUICARY NALING L.P. LINEAL F2T/FOOT S a P SHELF A POLE DIRE. BEARING LI- LOS L*HTM SP. SERVICE SMC W cr•"•^t• a•.AIVATO Y P•2.5 GPM MAX. DP. BAR SINK L.T. LAUf01RY TRAY STD. STANDARD �N hN11ElAL YIOiOL OR FIDCR6LAS BATE IHtlULAT10N b. "Q`!goal'.The Corappracaor shall eubnR fa-theWi Arahltect'e G)LAVATORY FAL-I-IM2.2 •23 GPM MAX LLIM. L.UMNOIA S.V. WENT VINYL DIPFERBNTIA-N PLOOR LEVELS OR PINISM SURFACE and Bulldw-Y approvgl all matw•IpM or aetupmertt Wtkh is D)SINK FAUCETS•22 6RM MAX. 4onald-d•ar•quad•to 4tat sp•cNad. TITLE 24,VC W,,UPC.401 C.ABT. CdtEINET LVR LOWER STRUGT. STRUGTUIRAL On SU VsrNbaGon of all allmorlalone and codltorta Moll be STATE HEALTH s SAMTY GORE SEC.TI421.4 BANS M USE OF CHM GAMER r10/16 MAR MARBLE 7Yl �� j MAMED CEILING OR SOPFIT AT HEIGHT SNOWY.2 X 4 e 16'O.G. ((t� GA,0. GEEING MOW GNANSO M/S. M,ASONRY T. TREAD // UNNIJ'�•S OTHERYUSE SH10YN ON M DRAMMS du resporrldllty of qie C.on6•actor ad Stb-Gmtractors. GFIARINATW POLYVINT'L CHLORIDE(Gryc)POR INICRIOR C.I. CAST IRON MAX MAXIMJM r N B TOP a BOTTOM Noted dhtar.bro take prnscedsrtt awr t S1 Eaa1t do talltor WATM SAPPLY PIPING. G.J. CELtNG JOIST ELECTRICAL NOTES a 4 4 4 4 a a a a a a y or Sub-canlraeker shall rapork to Protect 9upsrhawdwtt all GLG. CBILN6 MD. MACHINE BOLT TG. 77RASH CONTACTOR C4nd*Ww mhvh proven Ow proper execution of"r norlk ALL RECESSED PLUORESCBNT CAN LIi SHALL Be A PIN M.G. MEDICINE CABINET TEMP SL. TEMPERED&LASS IIISMT TYPE,NO 9GIRB9 TYPE FIXTUIRE PERMITTED. Cl-R. CLEAR M IK MI NJFACTURER T s 6 TONGUE t GROOVE 91JMkE MIpNTED CEILING LIGHT FIXTURE GtMRL MehNect ash Ro act Suasrhtardart to be rokllad �. cGINTEa MIN, MINIMUM TJ iTRUSS JOIST RI hrriediate contractor er Sub•corlbractor should CNNMTP. COUNTER TOP HR. MIRROR TM.C. TIME CLOCK by try ALL HANDRAILS SHALL SE GONTIN.10113 THE RA.L LEIGTN G.O. CASED OFM N6 TOM. TOP OF MASONRY } RECESSED LI6/T FIXTRE dacrepawy ar other gt+•aWa^ orW pertahvg to the OF THE STARS.HANDGRIP PORTION OF ALL HADRAILS M•L MICRO LAM TAP. TOP Or PAVING worthy dra" artd/er ep4e:Nkgtbro. The Cmtrallor SMALL NOT BE LESS THAN 1 1/4'NOR MORE THAN 2'IN G01NG. GaHGREfc MA. MASONRY OPBUN6 Mall be held raapamble for fife rNHla o/ try srrora, GROSS SECTIONAL Plt- SIOR OR THE SHAPE SHALL GOHTD' C�1TIN.IOIS MTV. MOUNTED P. TOP OF SLAB EFT. CARPET HA N61N&L101NT PIXTLRE " dacrepancaa, or onlealona Wtkh eta Gantracter Idad W PRROVIDE AN EQUIVALENT 6MM-ING%WPAGE. MTL. METAL TO TOP OF WALL t6���y^' not tFta ArcMtsck of bears corekvcklan and/or CAL ORTAN ROD M! CBC 100033.1 7.V. TELEVISION fabrlwtien of flu work cSMTYOYL CASEMENT faNOOH Via. RECESSED U6Hr FIXTL RE VV VAPORPROOF LOW GOVEIR PROVIDE 2S0'LONG e4 RE15AR FOR GABLE/PHONE AND 20.0• G.r. GMAMG TILE N.6. NATURAL.GRADE Svb-contractor "it, I- that all work N done h a CLLT. CULTURED N.I.G. NOT IN CONTRACT K-LL MOUNTED L16W PIXTARB m "essltmal workmmldka minter by ek1lied nt"hani- and LONG COPPER FOR QEGTRIC.AL&IRp1H0 PErt N,EG.SEC.250PI cad. NOM. NOMINAL C UFIK URINALI� N.TP. NOT TO SGAJ°. ��"{ SURFACE MOUNTED FIJIORESGEINT FlXIURC/IJNDOR CABINET Mall replace try or".as ar IlMna damcd su bie 5W- ALL YfO1RK SHALL COMPLY WTH 71!POLLOWN6 CODES, D. DRYM U. �N'r'L UISRT FIXTURE carttractore perforTncncs. Sub-cmtractore and supplars cr• DEL. DOUBLE UHA. UHL59 NOTED OTNEIRY119E a hereby noWed Owk they are to certfar and coepwote Fully 1447 CDC, Or. OOu6LAS FIR 0/ OVER RECESS®FRACTIONAL HP EdLAIPJT PAN,SWTGHI CONTROLLED tl O nl{h each oNter dray the d- of Gomh ollf to Mal LING DIAL. Cf DIAETER O.A. OVERALL VAN. VANITY RECESSED COMBINATION LI&11TA.)OVt1/ST FAN,SWTGN CONTROLLED detenrthe the exact exF.snt and owrbp of each eaarY work 14,7 U•C DIA6. DIAGONAL CBS. OVERALL VAN. VENOM. ad No wcesasNldy compl•t•Fur oxeautlon of the Work All IM6 NBC DM, DIMENSION O.G.OR O/G ON CENTER VERT, VERTICAL 9tb-canfiactor Will be of quality to pass DISP. DISPOSAL O.M. OVER/EAP VA. VERTCAL GRAIN v Arohctaa ort WkW.l o ,all Moshe merdlowd DR DOM OSA OP. DEEP Opts' OUT'SIDE AR V.P. VMORFROOFOPENINS VD. VAPOR ER 120V DUPLEX GONVCNICNGE REGIPiAGiE w vtapsctora may atapoct wokmaohp at oty thte, and oY DRP. DROP O.S.B. ORIENTED STRAND BOARD 31ft 220 240V SINGLE W NVENIENCE RECEPTACLE o & 2cerractara neededhy WTI ko ar#t "gwIN of Wid DP. DOPOMPO)'T K 1006HIM be dim rrrttedlataky. Each Sub-contractor, uniew DTL MTAL TON W/ WTH 1/2 120V DUPLEX CONVENMINCE RECEPTACLE,SWTC44 CONTROLLED,1/2 HOT apscMkdiy axamptsd by ttr tartro d his sW-cmtract DY'1. vISMYIASYEIR leG. POR PLISH AND 6DIO NT YELL Y/ATM CLOSET HOT - oyewnwd,Mall be rosporslble for caoety tp mid ran" DWG. DRAwNGPILL MO. V40M =Fi- 12OV,DUPLEX CONVENIENCE RLGBPTACN.E INSIDE GADR4!T t� Ham she Jab Ake all Iroah od dsbre net loft by otltar pYR DRA'ER Prl. WDW. WNDOYI 7 9W-cmbnctor•a. DAllder Will dakwmM hon soon~Sub- FN, PIECE W/o HATER RT HEATER U_ cartbw kor conpatoe oath phase of his Work that trash and Wr. 120Y,WEATHNERPROOF D1IPLLX CONVENIENCE RECEPTACLE . PLT. PLATE W.P. HEATHER PROOF Q j dobra n111 be rwrwved Ham the eIta. d T. Iel TRICAL 8 M-EV. ELEVATION PLAS. PLASTER YYIT. �WARDROEE 120V,61ROI1ND FALLT GIRGWT-INTBRRLPTM(6FcU DUPLEX v Strucdral Cnyraarha. PNIL& PLYWOOD I. ReN'er No!M eaysrtt Oalculotlota far lon r W. BOUA NALIN& P LG,. PA POLISHED / asy Swat •grrd s EO. EXHAU LOLL POLISHED ROOM/AREA ADBREVIATIOHS Yr. 120V,WEATFIEtl•ROOF 6lG.l.Dlll'LEX GONVELENGE RECEPTACLE lumila1% requir gales, 1?eern and header NZN, fOOthy and Meer FOWL EXHAUST PPG. POLISHED PLATE w W requremwse. EXT. EXTCVOR GLASS VA. BATH O• 120V PLOOK TYPE DUPLEX RECEPT44 E,W/GOv1w R1 2. No dovlaki-from-ht tural datola aha11 be mode .0-A E.YI EACH MAY PR PAR DDRM. BEDROOM i Nts 4 e l epprovol of the Srst tlral Dtylrt lty t Approval PW POUNDSISGUARE pled. BROOM -4>- SINGLE POLE U6MHT SW TCH >4 by Glty Ytspector does rot carRtRvte arNtorRy to deviate FAU FORGED AR LILT �T DLO. CLOSET eI O Mon Dior or epacNluttlon. P.O. PLUSH 6KADE PS! POUmSr901AJRE INCH PIK DINNS TMRCC-WAY LIGHT SWTCM F.& FIXED Bola per to w. PA. MAEL 6M P:DJ-. PRE33UtE TREATED ENT. BTRIRY o POUR-YNY LIONT SWTCH O I. Refer c s l rreM Bola Report for cry questaro PIN. FLUSH DOWLAS PIR PANT PAMULY qll rayandtng regrl-emma. FIN.PLR. FINISH FLOOR PVG POLY VINYL GHrLORIDE GAR, 6IJtA6p i--a pH. TIIRHIONE JACK F.J, f1_001R JOIST KIT. KITCAM � Q on PL- PLUSH R. RJSM LANJ. LANDRY TV TV. TELEVISION ANTBNA/GABLE JACK x rn t FLU RW OR - RGSGM UI T RAP. RAMARADIUS LID. UORA RY mm w F.MG ER. PLOOR MATERIAL CHANGE RAG. R0TUR24 AIR GRILLE UK LINEN 4-I31 PD. PUSH EJTTON FOR DOOR CHIMES Oft 6ARASE DOOR OPERATOR w d e O P.N.. FIR D NUN* RLCPT. REGEPTAGLB UV. LIVING pwp 'Q U PND. POU E M.B.A OATION REF. REFERENCE! MASTER BATH ate DOOR CNIFES F.O.C. PACE OF CURB REFER REFRIGERATOR M.DR MASTER BEDROOM O L' FANG. PRE! HE OF ART GBNTM REIN P. REINlORCIN6 MDR MAOTM DROSSIN6 �OT THERMOSTAT,VMIPY LOCATION wTH HEATING a AVG LAYOUT W o ,$ F.O.M. PAGE OF MASONRY REVS RE-SAYN PAX PANTRY FOP. PAGE OF STUDS REO'D IsSwIRED Ism POWDER ROOM Oj JNGTION DOK WTH COVER OR ADAPTOR AS REQUIRED F FRDR MRENGM DOOR REV, REVERSE RrR RETREAT FRP. FIDER&LASS REN1F. REV. REVISIOKAt"SO sm SERVICE O SMOKE DEM TOR ICDO APPROVED,C ILINN6 MOAN M,HARD WRED POLYESTER R.J. ROOF JOIST STO. STORA4E PTO. FOOTING MO. R01J6HN I'm YNARDRODE AND W/BATTERY DAGKUP O KO-N ROU60-1N YIIG NNIN_K-IN CLOSET O SAL 6AJ6E ROU6M OPE/INfG CLEWS PAN 4INCTiON D R DOA WTH COVER O ADAPTOR AS REWIRED R.O. SAW &ALVALffi7 RO/6 ROUSH SAYN CODE ADdREVIAnONS ® S(XAJRITY SYSTEM MASTER UNIT6.D. GYPSUM BOARD Rt. ROOF RAFTER O.D. &ARSA6E DISPOSAL RHO• ROOM= G.B.G. GALIFORRA pINLDIN6 GODS &DAL SPO&ARAGE°°°R OPERATOR GM4. LILFORM MEGHNLGAL CODE MECHANICAL & PLUMBING 6J-.1. d,-LVM ZW I URCAAT-INTERRUPiM C.P.C. ULFORI PLUdDIN6 CODE O I 6.1. 6ALVAU20p IRON GLG. NATIONAL SCGnRIc,%.CODE OR GLASS BO.CA NATIONAL BUILDING CODE RR ORD. GRADE 6RND. &ROUND PP FLOOR DRAIN(PP)OR AREA DRAIN(AD).AS NOT® QQQ 6TT. 6Yf711M O RD ROOF DRAIN(RD) Wj 61-0. OLUmi.AMINIATED BEAM tLL77�ti - S.T. GIRDER TRUES NO HOSE DID 6E) APPR HOVED 0 O a i O HOSE E15 VITH SHUT OPP VALVE(Hll FOR PERMIT ISSUANCE SOV SCOTT FAZEKAS&ASSOCIATES,1 J CO �+J M '{-} ftG PUd 6AS QRLET fib) od a 4 DATE S These Pane have been reviewed for sdhers N L009E KEY V'����) apPlluba Cotlel entl ordinance. Author eI nth: p O hereby granted to iasue a builtlin O >O fl pnml pe din ■R■ J approval by ae applloable CIy.p01 oncho, fl iTe�ii� pT Ths asuanca or tire of s y w L N I Of these plena shall notpbe con es on II• se, tD permit r eppj.`- en ru to ArY/f/ M eotlee or ordinance. No iodation of the a w Permit I bie W N authority to violate or cancel the provlUoni cl uicA � 3 0- cod"-W be valid. Z V 1 OQ� CL 000 rt� tO�t U �u r®z xzF C Z V S o aW�a Z O O) U 0) O MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-7R PLAN 2 PLAN 1 X PLAN 1 Nwhw a,eaYMwIWAMe.trxmlMBtmINPe-l.«eMlMnmw.ve•p,NN.xlhaadenedby pa-. bon.mxRN aNh,n nhxYk(')wry M•uOenNN by men.bkW.M wmpbrYa nguYanM,bIN N tM CewbAY et A C�pMro•.WMn by aMe4YN Y Mwgvaltl Hv Ted Pvak awwnM•.Its 4rum Mltl Wp M nnNl«N k1 W W VM w p m r ew D«wN p•rb,mw•,wwNw b Vr mwdrw mwuw aMNw my m Antra ebewlwn b tM ewummn a m II aMas41 aMY. N CERTIFIGTE OF COINLfAMCE:RESIDENTIAL %ge 1 CF-1R CERTIFIGTE OF WYPLIAxcE:REBIDEXTIAL %ge 1 CF-1. cawi[IGSa Or-Lei----- R----w P•9,1 c/-le wamlbn: k a Mel epphww bare aMn argrN a Mn WA X rot ADrbsr. ......................•....a..........................a........................ .......................................................a....................... ....- ----------..•e....��-��....-. ----- ------ -•-••______••----�- eC 0!•GNER rFORClYENT p Ro11at T1t1•..........TXE WILLOWS D.w..w/22/09 09:62:19 P,Olwt TSt11..........THE NILLONS D.w..w129/03 09:32:09 Pce)ac T1c3•..........too RILLan wt...01/22/0]09:a1:la LeYfI wlo nwnc a� Pr.1.et Address........PLAN 2 ......• ..................... Frol let Add,...........PLAN 1X ......• Ptvl•cl Mdr...........Tw 1 ..•.... ____________________ 1 °:YlNmum A-1g< ha bn. X i ..................... art a ELBINGE-Cl 10 •w.01• I ELSINORE-CZ 10 `Y8.01• at.Ixow-ca 10 •Vb.01• 1 :Lw••Yruwbn eAm4x5.4hMd N- X ...... wcrent•tion A--...]oaX DWe ••••••• eu11tl1np P,=alt1 YMum R-19rXw Aarebaetl YmnNr4«wuM4M IliFwlv4mwl •axe Deowactatlon author... etn011 JOSH COp( ••••`•• l Beildil.%nit 1 DDaurntalon Author...JOM COOK Be1101np%nit/I Cemol Itea•l days, le mood-.I i >b Tab 0'S Nnt.1 D,31.2W I PWn Chack/Let1 -INTr"Its,D,St,200 Ptan CM k/Let•I T401 AT O'3Mnt.t vt Al.200 1 Pln cb-/v+te 1 e'MYAnr -19nsN -ke,44mtl eIM. X ! 100kton,G 9eY10 I 8twktan,G 96Rt0 etwtcan,cA 1521D NAM): le Nge-1--aWr ned.Mero•wbrthn 0.]Y,rAbr rp«Inn,mNebn M•M 9St 0oAk7.n,Ca Ff.W Ge k/cat°I 909-474-saga I Ftald GI h/Lets I 2a9-4T1-1416 1 ei,ltl chcR/vet• xa Mn3.0 Imoh. WA ... Cllaab ion............ to chow don•..... 10 W. s «nNAba m.r MUYtbn xaW,N..kMar ,M Cl1ut•Zon•...........10 ........-..a...... '.......•.•a.---..... - . •w1Mbn ,tlwb, aide M. IPn=2 • --. 1Lnw Wthed......YICAOPAea va.01 Tor 2W1 Ids, by EMr<r0:Ina. ewpli•nc.wentl......weww6 Yf.o1 ter x.01 ecana.ra.by,-leg,role N1s17 c CaT11.n0e Wthed......YIp10PABa ra.01 In 1001 BtaMOM.by EwrowP,Inc. COT ............ ...........�.................. _---.-............-----.-e..........---•••.--- -............-.....----.••.- 1.Oea•aNwMea,bx.w eonMbrf ax wnMBoned.Dwaa eeaknea le Was 1,4Wy.. e.......................................e................................. ...................... .. ......... ... A.I.-Ho.aelwb IwANN......)Mr 40x.nn a•nNN up•x«.a.-era-1 + I YICROPABa w.01 Fill-PHi'Im Nth-CTZ10892 Proprr FORM CF-1R Mosefala va.01 Fill-PHIVIX Ith-mZ10892 P,N,r-FORM W-Ill I Riceos" w.01 T11•-sG'Rl Yen-er.10s92 Trwrr-row cr-1R I V.:r1-g010! peer-CamoI Rw--.Na•e-Iw 1 BI CwIb4r(elIOC),And bwnacn wawrbn. "•r1-ISPOIN Uur-Consol Run-PA m HONG-PIAN P I Us1r/-YP0103 Usr-Conwl Run�PAROEE WYEB PVN 1X SEa X«eoer+,N ak,ler•sse. 11� eats nhn ewkN AM en4a. % •• �� ------------------------------------------------------------------------------- ....-....---......--.............._-----..........-......-..---..._............ ________________________________ -------------------------------------------- Y re IRA 1u AS e.xaPAL eDYalslw W Ywmm�MxY er Nn 1 m m wA gEMERAL INFgIMTIMI Sol INFORMTIM Condiclwtl Baer Art--.-..n[49]•!- /1t5D1•):Ma,I,ean ,Dwarxh UeAprYn,•aN Loge Yeien .. .lagL.rr11r we.M.e 1. And bmwaWh e.r..w Mr: {.J =Y1 coneltiwed Floor All..... 2 Nf Candltlaned Floor MA...... wee 11 cew Benue.............. .CrrY.-.a..- W Aldine Type.............. tingle Frill that-had Wilding 7rpe.............. Single FrilY D•wah•e uccim type......... s•• b.OW.w akk4M aw drpx AN evavl O :«� Donktruati. T ....... NSA con atrootlore T1pe......... Nr Rulldlvq A...t 0=iacmclev. C.rdirl-R,a,e,Y ..iRa a.apxwe«ww q Ype•• Nola=a!-.11ivq Ovit•... iwa- •/er,f. i 7 Y.i• 8111d1ng Front Orientation. Grdi N1-N,E,S.W Wilding Front Orientation. Cartllwl-N,E,S,W '- L V Nuabar of owalling Unite... 1 Weber o1 Deelling Units... 1 Yuler et atorlu........ - a wC•• sbr r•Ia u,f • - MrO,r aT Stnies.......... 2 weelbe of Stor1............ 9 rlacr ew,erwtloe S < • It It C M AM w nwYn. Fleur O.A.trwtlo.TYq.... 21.D G Or,M Floor Conatruatlon Type.... Slab On Brae. 1••i........c.ge.... 19.1' 1 AMbra Ywa •Mal M CA. X s alas I'D%roacwge......... 1s..A Of floor, a glazing P•raentage......... 19.4 Y of floor ar• wl:q.a1u119 v-[ac e. r-,[-e=e 1 RIMroWron • a e 11r•. AvrT•Olaring U-f,ator... O.Le BtuIM.T-F r1 A,:r.ge GI.zing U-Tactn... 0.34 Btu/hr-.f-F • Aw<•pe a1•,lvs sl•c 0.]4 I'll): W b,a b,fAlbn nw M A A .. 1.eY,.pe pea r4r Male,.rN.an•n E:w9Y iwler Yx Shun D.w wbnrry rrwge aXn A, age glazing MW....... It.32 wrw•ceng Nat .. A..g•gWring MW....... 0.38 A # �INIUWTI011 YwWrbn MYrgn ax,Yd tlwmY,nYNro•xR.1]xYn1•r. A-r.g.Ceiling Night..... to.1 ft AY:r.g.C.Allnq Niyln..... 10.1 It .-" M � a•________ 21Yx.MIx Woo wlmrbr M,YrbM,ron.wYo Ind- Bel,YrrrNI-( «Npn.lw WILD He WELL INBUCATIM WILDING WELL INSULATION Caq It er' cY s _.,.._ r1 As.-I, i Rea---a lAs R-1laMY4M MMwnrpfixwrrl k.a-I Mrxv t n 12 ................... --..----..............-._ rim R Y w R- -Yale.V-!•«or clev/Cer.nt. lets WlwlM Y •. Crponent Fran. O.,ity Sheathing Total Aurally C:apeMnt Rr,e• .1 Y11, Sheathing Total Nrlly ________________^_ ____________ _____ ___________ i 0.CeMry ryllr pwry-Le•Fkru41N.W Trpe Type A-v,lw R-v.lw R-vNlw'-factor Lwotlon/Cerenw type TYpe R-v,lu1 R-value A-v,lu•U.f,etar Location/Ces-ItN R•31 Yond R-Si -Il 0, t Yell,i•1c wll 0.P a,uMN--fta.vo.sM hmh•IIN wMIaW. X .................................FETE. ........................ k R.11,w9ht Yall ............ "".... ....". .."....."............... " •11 _ <•9e All mY 1.&•rob•,Id DYr.,b.1,R.d,wAMd atl b.Wrtl ro rots Ow,ww„nM Belts 1Ke CMC ewlbn -•-•--........ - .11 Wood R•13 A-n/• It Is O.we Front Be11 Bell Maed R-13 R-nla R-19 0.gee Frets Be11 : a- avtry Mar trot w,ew,ntl elrx.x aJ Iwb b,141NbAmkkmr YNrIM YWxM2«erokrN AMMYIn .... Aw Front Nall 2xe Front Mall = :. i.: Uri Bell LHt Nall,Mak Mall - °+_• °O= •ensalantl•woo.ODernpe lMa4w4e In male 1w AeraM wwr«rhrewMber ev,l,m Bell Left Bell Right Bell Pond ]0 A R-]0 O.w1 lla�r.ct[lc tlw roan lM,pDle•Y.INWnmM.xuL tat,uL tetw,«uL tete.TnnM«bwY wNmur Leak Nell Bell Hoed R-19 R-"/a P-19 O.OBS gang•W.11 R-19 O.OII At Tut • spaYg,par«Man t/4 kwI Its ewnWrotlen xmnM,M,aMr mats«I—aMMwN.eWYmg No Beak Nell Door Magid R-1 0.390 Entry DO«' R-0 R-0� 12-0.760 Se-ids wWIn.M1R rmIMwN bewrYlM wMMbne,Y.Ahab M.wm,xeuvt,Ixr,,M iMir Yeva Rw• IT Bell Garage DNr a1'Ya-: Nw� R-0 R-. 12.0.530 To rrtw. wmpantAe•hW .=1Ndatlhvlsth1Na a,sdNxM l.IlGAA ,.e.wh NA Y-h poor MaaE R->D A-n/• R-a0 0.111 1W1.1 attio wmMnlbn wen moots,M emaMN. 2,a Right Bell "" 1 eWNYq wWlw,.uwN PYlbn,br•Y MM4n,•M yNmn,de4N«aamlruxtl all,mxMN. Bell YMod R-19 R-n/• R-13 o.me Gerap.Wall Roof Wood R-1. A-n/. R-19 0.047 At Furrow - a.tPwx" 2rS Ler,p aLDEege Mont P-0 A-0 F2.0.780 To outside, mwlMn..rtl Yrr mrx ewleeem«4vaeewl.MeM MwtlbwrwYW eaMEpna poor wide R-0 R-0 A-0 0.3a0 Ent Bel Door SIXblep• Noe R:0 R-0 F2w.310 To garage • V ace=lor be W.aWYrg1iAe�ia1Ylee.-I plWbn,m•Y.-sk, b.ouel•Ywb�abcaWle and.W • a ,Ne ww,.ewlnn.the neIN molar rardoge. 1 rate=alu ab.asw Beta. L«.elenlcoract. . _ 11Wi.wn.m•a ya-i•e IMre«nrwa.anW MIw.Ewa IneDln book nrwr Lerage own _ - ______ ___ ___ _ F1oorExt WOW P-AD A n/. R.SO 0.0a1 Abov1 j Mti ...EBTRATIM 1 1 .fHrw tlwtlapaa was swab Roof Mood AD R-nla A-90 0.091 FLt w/Att1q ------ -- 1 ..I •.! 0.]II ".)l0: N+[I Yea MC/V1.L/S MYu•NDavn44a4n aw ratswdm wMe. I. (1 f0.3 O.110 O.IlO a Ma/V YL/a .E,MIMryxr•MrbnRdrN wAWomxb dampen RIOT hMad R-19 R-n/• R-19 O.M7 At Furn.ae °vir - talone° SBnJn 4wN ryxreeWM...abxeepec.Mr b.,wlrsM ar n•dHY a<ase.lb4, S1,bEdg1 None R-0 R-0 FE-D To Outaid, Area U. Exterior hang/ 'i,, Intl L 1 1 ]I.! O.l4D 0.]10 annduo Row a xxc/vxvxL/ marry wnM frpen N R94 B1 KAI. Non• R-0 R-o Few.e10 To Ler•g. Orluwtlon (T) Factor MW Shed1 Flne Looatlon/Carints.. Yi"d x•ft Ian lf.s 0.]t0 0.)2D se•Mere xene exeaD/vxxxL/laaya a.rr«Abe xk,s-b,hWrIN.1W1 M Pmnwl•d 4m e... .lyre a,x ewm• ----------------- ----- ---.--.-.----.Its Rind.ak lei 61.0 e.]40 0.110 at.ndad Yn aLID.P/VINYL/aaaLd nl4n,a•ubmM m+Mwroe,And MMWroI YnlN bingei b use..-Ad FEW810TIM Bets Front(a) 49.5 0.940 0.310 Standard Y•a SNW MG I VINYL I°°OLP; ^. Deal e.ck lei )2.0 D.)l0 D.],a sundae x•a rwcx oe/Rw-)m./sacye wrlMr,hWN,W4w bau4k«wNc..O�.p'olnitl h,RwlMm,Mwl mend,As-crew •---....-.-. MSM Front(N) 11.3 0.920 0.9R0 standaM Ya• FI% I VINYL/BB0.2 YLM Leck lal )).0 D.]20 0.]20.1.N•ta x.a rxeao/vxxYL/aseL1 wrwM.orr.CNN4rMnlnWrw•MIw«etwltln•berxMn•waNW tM1b ..r. Wind Left (E) eo.a 0.9a0 0.AID ataM•rd Y•e /VI L/BW]Li Rind Right(Y) 16.3 ]2e 0.120 ac•ndard Y.a wxarMM.N•tl M4 dam win nrxlw iMlan crvw ntlxbn xtlr mxeax. A A,.a U- Exta,lor hang/ W1rW Left (E) 38.6 0.3a0 0.310 B,eM,fd Non• - /_Y L/98W2 Rind R1pnc(RI 16.5 0.130 0.)20 a D/VI YL/e 1114 eel aN and w,HM BY,Ir,•M allpmM orw4n Orientation (all Factor SHGC Shading Fine Lwation/Conant• Wind LNt (EI 14.a 0.a20 010 Swnd:rd Xone FI _ I SBOLZ Rind Rignc(RI la.D 0.]Io 0.)v0 at•Meca na °Liv°e/vixn/.gate t eyxem YaNNN.Nn MiMnr 1N on min.rpexawrxM lroMntYn, Mind Left (!) 1B.a 0.990 0.aao 9:W:rd Y1a L I IGWZ aLAe aUnt as Re roe4olM mM,ro•.. adro jj nix. n. Into La .. ............................................. - Wind Front IN) 67.0 0.940 o.910 St•M°rd Y•I BNW INS/VINYL I BBWz W1M Leck (a) 94.0 0.3.0 0.310 ft III Y:s -----------due• 2..Yxr Y kwn.tl wlW. KM Front(NI N.0 0.390 0.39e..nd.,A Yea FIXED/VINYL/BBWZ Odor Beck (8) 12.0 0.l70 O.M Itendard Y•s- -YTL 188WZ a.At wan]M xpb.Mow wx,M Mxab4ue Err M,MM. ft Laft (E) AS.0 0.9all 0.310 Standard wne MW INS/VINYL/BSW2 MLx Leek (a) 0.340 0.320 BL M tl Y hs,' I sygyy a1M xyq 1st) Y.ew.«baulao«DaeY«awe«.Pn. 3 PM•aeon Me ern00nx IrYxa aY•eYeWrbn um Its,•line. wA Odor Lett (E) r.o O.STO o.AND Standard None SAKIL OR/VINYL I/ Z M1M Right(ts) 89.0 0.no 0.390 ft--M Ywl,y / ... eaDLi 1 Ett6: • oar Mir,pe M,I«.a MwaMNoeWN•ypN,nan Moro Wlntl Lift (E) a0.8 0.320 0.a20 StaMaM Yet FIXED/VINYL I BBW2 WlM Right(M) 1e.e 0.320 0.92a etuq- FIXED I VI : 2 wndAN Slab, 209] wNbuw ae wnrwlM•I wRI wakh r•1W N R Bets•oak (8) 1W.0 O.Bag O.NO AI'MaM None w MG/VINYL/98WZ Mind Right(N) e0.0 0.3a0 0.910 Bt • WIOEp/Vt Z m•I aAeN. A Wind Beck (8) 1,:: 0.a20 0.no..Shard Nn, FIXED/VINYL/SBWZ nvAc.tetra mM1 n 4nwnc "' _ 1.lrYa4• .nrx bRheMn WMr Ym.Bern w.New rpNn•roMW«n NSM Leok le) a9.e 0.390 0.920 8taN rd Y•N FIXED I VINYL/BBWZ SLAG p 1e0P:) g D Y q xx NSM Beok (S) .0.0 0.ADD 0.8f0 etaM,r.Yw WIDER/VINYL/8MLZ ------- LeLrlp,r•nt --- ,aced uCA bae,w•IYNbp YRXCMn WW a,n•nl lbMlro•MI Mawlm4dha.men ono n.ay wcnea4 Flntl Right(M 95.0 O.SAO 0.310 Sta"1:M Xan1 SLIDER/VINYL/88WZ a9ufprne Nfnmw 1-r And Duct D"ee Dwe wvuel rnereoscae xen Mrw•la lM kbMn i Wild Right(Nj 4ea 0.3a0 0.a10 StaMaM Yet eNW HNO/VINYL I SBOL2 YE�'t. (ittj/' attici•ncY urtlw L-.- R Y•lw Lea Rage 0 Type 315.0)X;NawarM�•Mw•ra Mtlwb roux hen WMr,t welw4m M.Inahe Ympe NenebcY el :N. __ryw__ _ _______ _ __________ __ _ _ ______ bRnw,Mltt«grt•r,.4n.dxtlr Mnroe le lM roam wan xlM,aemrMmlh:pWmmeN eLAe SURFACE s S --lab 2 na,, 0.104=1 v/I Atele R-1.2 r•A r:: ::to•cR •MwNb 1 .'.M Y.aa,wM nen,N eW blvn,n e: Wtbn our x uaDlle 30.,A°• R-4.1 t------------- Yo ACtIc Area HV Owi raeTIw DaSAI4a Slab Type ....1•TI .. Duct wwu.ad apply _ ... ..... R•Iriger,nt ACCA T - -se,M.M Blab 149E It Gorge End Na v pool Benual Thlrwetat L,•k•gc r•- Duce aMAI A<e• E OY Airnw Looa v,lw kegs G Tyw awiprne Trw n e.n enUcrws ITe21 FOR: Pardee FtornNe ............. EFTA-. INAc ersTEYe .-.. --- -------........ ----- a ...... . ---------„• RY n/• Atti< R-4.2 Yee Yee Letbwk N=react/KlD11t 61/ 1].I 0/• RE: tfVAC 9IZirg for."The NRlbwa" M}rlwr,nt Tested ACC,A ICT(� 10.00. w Mile R-4.9 Y.. Yea SetDaek Mener Plans 1,IX a2 Eaulpelnt BenLu charge.M Duet Dwt Dwt Lenu,l TMnolwt ---L------1------Talli0-------Innt-a •9E Tyw ETfleienoy Mrflw Looatlo" R- I..Leakage 0 TY A TE T DETAILS ---------------------------- Elekare-CIImBle 20M 1O V O ............ ............ ................................................ -:.. - ar..DSir9• wwq.Nlnle •---------• F.-l. O.M ANUE n/a Attio ..4.2 tat Yes LetD... Dwt I4aacred WT1Y w• 9 c t r 81zkg edadatiorm for tlta healing a Coding Mtem Is In accordance with Title 24.The IdbMng HVAC sizing vellGa Ka tM a N aeepil, I-BEER w Attil R-..2 Y1• Yn Letwok - � y- Leakage Target o"at wrra.•Ar•• mmoh/su). _(.-.A/.w) result of a CEC approved performance Program MICROPAS(Y6.01).A worst-case Orientation of each plan was utllized to � Iq.ApeY ..-..I,tan OFY/D_A) (1t2) __ d1CT TEST1Mg OETAILa , •...... ..............•............'...•• ].s I9r/1.! genMMe thsr VahM. Furmoe• t W4/ 104.4 MTea xutxw axataw 1e NYY ................. --_"� = NOTE:ACTUAL EQUIPMENT SPECIFICATION TO BE DONE BY A LICENSED MECHANICAL CONTRACTOR OR 0 Not UalW.Gulfr.d Bepely LUMra Target Oust Ler}ac.A,as � - INFILTMTIOX TESTING DETAILS tone Idea=nu ENGINEER. o CI Evips-t TYw I%Is.CFYle-.) (fell ............................ le An.<9Y ..I v,ul•tivn N -.--....-•- . ................•••.-............ elver Door Slorr poor Sant TYpe Nweu type Dl.eriDuelen rYpe aY,we neater Iq•11 A-Yalu. HEATING LL ioFurn.oa/AC8p11t Le/ 121.1 Leakage Target Lrk.g.111niew _______________________________________________________________________ (CFMOh/WA) (019whIBLA) awrac. w. ac•e-A L .... a0 R-D/a TNG •-•-IwILTRATIM TESTING DETAILS AS ----------------------------- 3 w ----.--,---.TESTA -EFTA-- 921813.5 9w/1.a as rMruw rDx-.I- a--- f2m Floor Area OrhnO Tohl Load � Q e1.rn own a own _.. ___________ R'.he Leak, TN t Low Yinlar MT EA HEATING VITTEY8 •••xem Lv cbL.acefe,.male b•exmn1N e Dlan,,••• 1 2093 d East 37,889 BIWIY w Beg• ........... ....... •••in.e.uee ee reU4a"wr and Sac,Z"i.....,End ••• (CFYa0hI8G) WA) Nwb.r T,nk CXwrrl •••wrltl,d during pin cMCR and!Sale in•pectien. ••• 3 ...- ....•. -pug.,: ..._ - _ Bens Bemired i.ea=tb.eraat to a 1X 248ad East 45,078 BtIThlf . m mangy eiP. IwUl.nn a + Tank Type He-r Typs Distriwtlon Ty" syawe Factor Beal) R•valw rnv,f,•wlclpll"=i.ne.nw wuamq nitre ac orientation r•a[rlcelvn•. TER XEATINO BYBTEYB .............• --..-....... .."... .........•'•..... .'....... •p ins Bete 2 2884 of East BOAR {� N B2 540 "areas ft. standard I CIA) SO R..1. sc ----••--Weather E.wM.1 AIR This building lacerpawt..rated Duct..Woo.. ' Sn Energy nwlatlen lPECI&FEATURES AIG YWELINB A88UIiiIOw w Trk Type Has DSetrlwtlen Type Systr FNatar ( : .lw safe Duaoinq lncerperaes toot tlnlbe u,leq ACCA wnwl D. COOLING EY 0 ..........-- .................. ............. ..� ...... •••Itr.An thle:action should M doow:nted en the plan,,• alto wri[n• 1+1,1tl•MlEll<ula,lonrtltl b SMIW.ar1n wDeltcel. • ,or Bee etaM.ra 1 0.ao W . •••ln,wlled to on.,.ture,and CFC epeoif,..t ten.,end ••• SN t we .d by.w a N Raw rat, O Te,a. "e Total Load /w "•r,rlfied durllg plan ohaaM and ri•la in.pe<t1on. ••• PIN 5,202I. •/ T FRATIwEa AND YWELxXa A891YPTtONB Beni,m1Id1.,inotvet•u.r..tN xnaienemn. e 1 28,011 StuRN 5,202 BtIvM 31,213 Stilts FEAT--------------------------- - This I.•sUlt1 le orientation!building elth no orientation restrictions, tM x-.wn.='a wvuAl o,t I.I-in•c cation•ev A.a ow=a•ch,vindwa •••nr1 An si plan 7nA.prlttew,1:nor the front f,oing wren. r 1X 4 Btu/M 6,208 SILVAN 37,22g BILft M ..d/or sal--A•1 wmll•tla.co aaei,w tl.gU.e.was a.uea.x+Nalemn, W e a .MYa b eoow•ntN 0 tM his mu•.I.Pranlbitea tar- wvt•tl 1-stlon aDp11•nw, 31 (1 ••Ln stalled t nr.M ac.waine.Iin., •••v,1}1 d F Mak and field lnamatlon. ••• This Wildlw i-p°r•tw Tested Not Leakage ecn,r teen eeeRln9 Appllac,.,=e[=ig.=ace=,:ntl Oerael<eloen•a d=wn that w.Andean a<m=<olwcion rode.cwafun,d,paw. 2 36,787 BWPr 7,353 StuRv, 44,121 Bt.W L.t.f r1upl rA.lwit lain.wttn w.,I.n,.t Aare r1:un•, Tn1.wilding 1Morper,t:,dwt de.1ge using I.YacUa D. W - •Win-1 far the _ wrtn. m1 a•.Lge,1,ywt,M eala"u,toI:w1<M 1MlWa 1n.udawl. tow AN------O wexrx-ATxw Note:AC egWpmeni aanNbls ouW should meet lilt sensible bed. Llding Sn:erpor.b.The and Y.rirled field,,hied by a a.rtlfi..HERS rater. •• a, ._____ . t r m wf.wtlee r•gu1r.field testing woo/e= Note:The Healing a Coding beds reflect the Installation of energy of dent windows with specMey•eleclive pass. This wading SM.rparlwa 7.1ted Infiltration. wrinwelen ey,w=eI,led rem•a rev nee r"ntl. L 1ne 1Mg,pna,•.awe a. U.l IT Ben•xr.oawr.Manual-at saclude Sn.lrwtian•on hw to.perm•11.wiMwe •••the.......a e[•Doc aperoY.a xw p=.Yid.="•1rg l.ywe and wlwlatiow w.<ka AM Wed in kurietal. and/.r roMnio.l-mil,tlon to achL...edlWe vntitatlm.In will , •cat.perwN teams.aa/er wriuwesoe rennd,..ne •• `....' rLaid orified by a mortified KM rate,. th1.MU..1e Prohibited for hwei g vented arwltion.ppliane.. ••`anti he repe=ted en we CT-6R ile-latien cartlflcat..•" 1n lworper6w Tested Infiltntlon. other then o-i"g applimor,refrigerator.end d.a..tt::loth.•dryer. COMPLIANCE STATEMENT that us.And air to,:Oaau.tlon 1ha1E•oorAltloned kpw1. This b.aaiw lacorpeve.,SntN Nct Lnkace.raget C h le�kaw .•..-_.....•---••--- W Tn. w"ua wed Sn.luel LDa_I-.w NA 1. t.the RLMew Nona•be--ae 23 s dal.are•awn I.Dut„ taclw lm This certificate of compliance lists the building features end performance r opera Kw REWIRED..RIFIGTipI r Bey b,ulculattl e•.acuwvna o.w1 CT-6F.it[ne r u=•tl .Ml.r vntll,tlon t0 achiws edpu,t•vont13at1an.In N001t1oo, u e r.a"<. needed to comply ilia-24 Porte 1 and S of the lhi.no MAW nor have vented oa•b,,ti°n llonee. .......................... --- Wir,field test :bow tn.to ea.n wr.a1wt.<1..Bea w taw"a epeoifieatioCo p y with T •g Y .T ... cM de.e leaxe9•q•nd tb.a d M n .e it Au•dn•uw1 n and,snorer. NT1La"<..,refrA Ink.M eawa,Go amen..dryers •Itr.W tn1. •e,tn r.g11r.n•le taalrg and/or r•° California Code of Regulations, and the administrative regulations to gerd Yar. he..,A i. o.rtlTied hre m rater r..r 11TaAvc.e•1<ul+emvA caul:e.Ness vlemut once wselw.• Soar u.• r ao.bu.uott rode•eaneAtlnN kpeo.. ° D)" energy xe m<n are net lwe.n.a,ea.N woo w=Sem.uen 1.sec e.w...=y implement them. This certificate has been signed by the individual with °-a orb NEPB wider ukl : :.,.. a ••• ••. •the kupervl.ln of•CE ppr Y M [er sucN Deee Leakye. this certificate of compliance is IERS REWIRED VERIFICATION ••CEC•pprwed luting Mler wrlfloatlOn rtMtl•.atte Overall design responsibility. When thi C p •••Ault M reported n Its a-M 1n.,.l1. It.•r'lxflaas•,••• submitted for a single building plan to be built in multiple orientations, ......"....."."........... Beni.Noting smorw=.e..awr a.1an wlaq AaG wawa D. fl fl P P e seotln r•lFir.n•la t••une and/or This w11ULp SMorperawe Tasted Not Lrkag•.Tar t Fill lkakagk Tn.As"., 1., t and<I_.,ien.Bea M 1M1N,d In."beiaa• any shading feature that is varied is indicated in the Special Featured ttw ey•_,I, rem•n.rgy re,v under woo..r..Ured at Be w•wm.r..nol!n wcT resTINS DETAIu,Bev pervislAn of.CEO-aperwed xERs pr-ithr using Able mildln LMe taer.tson. End lunlAne cm Modeling Assumptions section. App TProved testing end/or,ver"i..tlon AN Nd..and say be oloulated r doou IA-6 on the CF-en.If the Lenur•d CFY g rpor•eu rutty xv SI.W.0 ROVED "' °r' Y•m.,r..Urtl•e sa D••wm.r.,awn 1n nriltwain raatxw Dasaxta•Sew. FOR P •. At Le rlperted on the OF-OR lmwll,tlan wrtlTlea•.••• 1k aDw,tM target,tnac wrnotivs aotlon suet M taken to reduw ary ,t..___.ERh11I is <n•a":,1•.kw•.M then r.t M r•t••na.Ale.rnattvly,tree n en.re,U=N erw:h I.Anew cM c •t,then w tne�w w.o"l DESIGNER or OWNER SCO @ - I E aoru,ne•<ataal.tine could M redone w1<Mut aunt toting. Beat be take"to rNw.the s•eutr.cloe area en.D r. u we wly, S CIAi Llding Aroorper°tee Tested Net Leakage.Target DAN leakage BY ES,INC. ured•e 2a pe•o.l..n.nor m DLNCT TEenNO xTAne.wY. Ir ewt.•re Mt 1n.tauad,than HERS vrtfieatin to lot nal-ary n rY a oal.ul•ted as tlwuwnted on th1 CF SR.IT IN r..ur.d CFY to T1etN Wct Leakage. Noma.... �g�mPlah► �•"C��DATE 1•aDw•the target,than acrreetiv actin.ni as take"to r•auae TnGe wading iwer t dwt deelge wing AC,A wnu.l D. eawxrxrJLTa or cowrtrAxea,mmaRrw. rasa 4 er-IR Company. PARDEE HOMES •D °ravi g the awe t•,kage.M then Bede Le r•wma.Altern•t1w1Y,tM p0fe•° a Th.a,.to larwe aM::I:ul.tion.a,.I M AMIW.a Sn NDbaill.l. .re]act ..........r.a..... ........n9/m w...... Address. 10880 Wilshire Blvd e1900 °ARbgMnt F •�'+C�tR' - .aTlmna•aa.ulaun.could M redanl wIIMu1 Audi uainp. the ------------------•__..e__---------"---��....-..--__•--.................. �uthonZatiOn 1a 1 ft eTest,r•Mt Snk.p. than R. rerl}Seatln b not rewN..rr woo wwxro vrxfxcarxox Loa Angeles, CA 9G024 •PProLal by aY AN4 C/Eu�1 for Tr<ed Woe L•.x•ge• Tntf wading tw.rper.<•.Tabled IYTillr.ltnn.Target and Mini-DFN -_---__________________- Phone... (310) 476-3526IM]Dip,Y Darmlt p•ntliny I.m...•..ured at age Pa...1,.,•sham in INFILTNATION TESTING DETAILS abw1. This wilding Aworpor.t•N ewt design Using ACCA W-1 D. Ir In•u,.ured cFYSW 1.,Dove tM Hugel,[Mn o rwlle...lion end cmum<.<lt"lasop,w"1a w=NSM itneUt meatntlw a.ueq. Th..edge,l.yout and eateutaklon. at M 1M3Wd in eueen,u. w,Le t,k1n to news tree mrutntin Bed tn•n roast.Alt.-tivly, xt ee....UrN erwen i.rIw the.fal.r,renea en.e"aemv r.�Nee License. aDProv�oyn °I rantln of wi[eze w�nacicn Dtl.=•wf=mnce Te=wua.11Y tine nw.cwa P•rmn H the s e P• .a1w.:fan Bea b.4Rac to-N.1lenciwelly m<r..,.intiltwtfen god ! TMk wl Wing Sncorper,we Tested In}1ltratlan.Target End YSnlaw CFY HE REWIRED VERIFICATION = flr'PDI Ot fe v,w11 n vred at W Praak,•lawn In INFILTMTIW TESrlw DETAILS above. ..............--- -- er prwid.a rcMesw9 N"wir waelsaln.a.w•t.to rie1.fe t'. Signed.. uthoh fdl No o ed to IT rn1..,.ured cFYeon ie ethi, wrB•t,inln a raetbv.awton the spare•o•leut.,tons owld M radon•With-,1n111tr.eion tru,q. •,.nfa.nw1 0.p=..,w. CMn- DaeeL l.elw t Ue lee (date) ty to v a,.-'- Dermit ( l/cable .net h taken co rww.sn,infiltration and snare raga.Alwrnauvly, If the waeured CFYSM is MIw the a1n14.,then<M wading r•,eat r ng.+rtvr..."r.rmeraM=ewemac".wncu.cin ten,epe=amv -Opd safy pa °r cancel the pre°umad to give '"iron w.n.ni:u cede•rawlrm"tN for Unvuay tight.on.vUwin.M ENFORCEMENT AGENCY Crov1°1o°°o/such HE REWIRED VERIFICATION racily,eation au•I N taken to either intentionally m.1•a6.Snfiltr.tion ,Vas iYxL YixR a acxauLY as-----[-- _ _ nrprwid•for raMni°•1 wW1Y llmilltien WMeta to rint°Ano the 0.)1 idyl/r0.]I 1°xl/L0.)t(fen/ag.l6 IpATxOI tM oaTli.na•a.leumti0nk oouW M redaw w1<hwt infiltr.tion tkalno, r3d•nc1 at V., rl greater than-e peacalr lathe to tM u<•Se, -ono.]3 leLl/0.]3 Atli/0.)2 Intl/0.63 IrMxo) Name... A. If tree r red CFYIGh I.blow LM alniaw,than tM w11tl1ng Best wed rv•rage•!r prnacre with other continuous vntl3ot ion Tacs operating wwuTActuuA's ancieiutiaN axear Title.. Wifon thon•nio.l Cade reW SreNnw for unwally tight conrtruetlon and ♦,. re.tive action wed b taken to either intentionally SMreu•infiltration flE11Ne9 yY 111-TYA coos Agency.. oo'prw ide for rcle-i-1 tapply ventilation Adequate to rinwin tree ------- ylrtxAc.ppa. TRAL ruid-11 at a V...ur,greater then I peee:l,rel•tivl to tM outside DUAL PANE,VINYL MITN SPECTRALLY SELECTIVE GLASS e1[x o.]7 Itwxex DOaU ,wrege air prreur,with other ontlnu.us ventilation T,n:I.routsi V-FACTM8•O.3s(EL)/0.34(M)/0.32(FX)/0.3A(PATIO) 0.1E IIR.Ycx DOwI Phone... M .0.31(SL)/0.31 (M)/0.32(M)/0.96(PATIO) SGMAMIPACTVR®t98p9CRIC,tRX]3F®eI SEYwXB SEE IAGFACIIIRER'8 SPECIFICATION MEET Signed.. DWL PANE,VINYL WITH SPECTRALLY SELECTiw gLAeB PIAL PARE,XON-NET&■ITN SPECTRALLY SELECTIVE GLASS (date) U-FACTDNI a.34(otl 10.34(M)10.3➢(FX)/0.9e(PATIO) U-FACTp1.0.97(FREack DOOR) Sam .0.31 (el)10.31 Its)/0.39(FX)/0.95 IPATID) MW.O.as(FRENCH oOG) SEE YAMIFACTINLER'8 SPECIFICATION MEET WE YWIUFACT'RER'S SPECIFICATION MEET &NL PANE,NOr1-YET&WITH SPECTRALLY SELECTIVE GLASS C o n So l �_ FACTON.0.37(FRENCH DOOR) Sheet , MW 0.3e(FRENCH DOOR) SEE.AWF-W URER'B BPECIFIGTION MEET 7407 Tam O'Shanter Drive, SI.I�tB 200 ' lLEYATION'C'TATEN All WORST CAGE WE TO BLAZING SCENARIO Stockton, CA 9521 0-3370 page [20S]474-6446 FAX]20S]474-0617 1 of 2 MANDATORY MEASURES CHECKLIST: RESIDENTIAL IMF-1R PLAN 3 w/ Bed 7 & 8 PLAN 3 w/ Bed 8 PLAN 3 w Bed 7 PLAN 3 N9.•wwrw.1ha-amwn"nose-.mpxw.�.NWaanwmgbm"�wnwtl. Wm•m.led wed M pNM1Y maY M am•mtltl 6Y man aNreM ooldenne naaan-Wed m en•GHW.b eI M Cangbro..W Mn Ufa anpYNx Y NweaNed Me w Mw1 awwW,w Yxvr mtl•Ma M ecnwM by M pAp a• O mYww aeon PwwM p.M1Im.W.•wirwba b 1M m.tlNery molaw elate wY.n•Fawn x.wMn N Ise deew.,Ha xr IHba XaaH N Y wWswp Halo aeon Wtl aaNa WA N,W .sY. N CERTIFIGTE W COMPLIANCE:WE810EMIAL hp•1 W-1R CERTIFIGTE W Ca11PLl/OCE:PEBIDENTIAL hge 1 W-tq CERTIFICATE W CONPLI=:RESIDENfIK Psp 1 W-1q CERTTFIUTE W ODIPLINICE:REBIOENT[K hge 1 W-1R Imaebw:ah•e aYwW wq p appM e......................................................ve.ve......e...e. ...............................................................,.,•............ ....................................e.....••.................................. ..........................................................w................... < Prof..t T3t1...........THE WILLOWS Get..."In/O8 09:32:36 PrOlkOt Title..........THE IT LORD Hate-CA122/03 OW:62:2s Pro1•ot Tit iI..........THE VILLDI9 Gta..Wl291OW 09:e2:29 P,o1edt Till...........Tm NILUITIB OWt...Oa/2Y/OW OW:St:20 oned"IPTMN NT O Pro Mor...........PLAT 3 W/RED I e a ....... -...... Pro Addnk,.I.... PLAN 3 W/BE.° ••••••• --------------------- Prof dot Mdref,........PUR 9 al BED) ••••••• ..-.....-...---.-.-.. Prolwt Mane+........PUM 9 ••••••• ..................... Filln Wwb WwnN ELBINOPE-CZ 10 •v6.01• I I ELBINDRE-CZ 10 •vB.O• ELBINOWE CZ 10 •w.01` I ELBINOPE-CZ f0 •v8.01• 1 •:Nlbmw R-19a wuwbn. X �a� •.....• 1 LoweWwuMbn mamicba'.rbN.d n.V•Nn. De.ueantsilon Author..,JOSH COOK ••••••• I WSla1ng knit a I Wouentetlon Author...JOW COOK ••••••• 1 Wllainp hnSt I Deowentatlon AuthO,...JOSH COOW ••••••• I Se13aiag P+nit i I Dalwanbtion Author...J COO( i Wildlnp knit. •ete0(el:M -10«kw,.len 1--1w•Mx•quMYau-FwbNn«Ikr.hHXO Dental I I ]aO TOO O'BMnter r ate SOD I Plan CMok/Wis I I.1 TOO O'Shentkr Dr Ste 2OW I Plan CMek/Oat4 b•x•Nw mw•wr. x STo?t. ..O'W+nbr Or Bt.2m I PLn Ch4ok/Seta I 140�T.a O'9n+HE r 81e 200 I PIN CM.k I Gtk I 1 0:-a. re-on NPWbn Nkwedlean, Btalkbn,G 9a210 I I atrkton,46 96210 I I atd.474- CA pE210 ( I 8trktm,G 9p210 I e1E0d)'.arYtlM waNbn wM.bawgbn rN.ros«I•rl n03Y,r,Yrnpan baNmMbn M.W 2OW-4]4-BMB I Fula ONsok/Wb I P09vela-BUS 1 Flaltl G.k/Gte I ZOW-I)a-614G I Field...k/Wte I 2OW-4)4-does I-----Fw.ON•ak/Deb xa Y,w 2.0 Mehl MA g Cllaatk Lena...........10 ------------------••• Cllaate 2oM.,.........10 ......----�..--..... cllaet.I.............f0 ----.-.--.a-..-.-... Cllm+b ZOM...........10 -.......••••-•-•---.- 110.worse,• awHM m.0 MaYebn •slake,. CalpllanCk Wthed,.....NIOGPASe w.01 for 2m1 BbndaWs by En,rOalp,Iw. Copilanok Wthed......YIOWOPABs w.01 for 2.1 Standard.by En.l.-P,Ina. Cow1laW+Wthed......YICRWAea w.01 Tor P001 ebntlerea by EMrsalD,Ise. Coaplien.e Wt1w0......YIOWWAm VIM Tor=1"Mds..by EnkraoK,iM. Itet]: •w•talbn ,edwb, wooer ,.Ik eWb•dw "psPed �e .....•..••...........vv........v.. for...-8ta XN....v...........vv. Geal li..v.W...........v.v.......................v.......................... .....v...v..........................v..................o.ov.............. ..........--..-................v.........................o.-........•..----- 1.Oaen uY rkbor•Mbwllenm"ndam uwwtlNbntl•Max NWn•tl la...leakw•. y I I YICRWM6 v6.01 Flla-PITIN9C Wth-CTL10892 Prap,r-FORS CF-1R ( YIMOPAW v6.01 File-FWAKES Nth-CTZI- Progral-FORM W-11 � I KIMOPASS 0.01 File-PH- Nth-GUIs a2 Proprw-Ford W-IR I I YIOIOPA56 v..01 Pile-a1IWe Meh-CTZ10ea2 PNgrr-FOlw CF�IR I 2.F•w•entlon P,edwU is so rNibMb4 Mr Y,Ml wan wAWd LLf.a,aMYtl Warr Nr.l a'�p I Uteri-MF01OW w4r-DeMal Wun.PAA1HEE HOSES.KM W/907. I -----------Uurl-°POlos ue.- nSdI Run-PMDEE HOYEB-PLX 9 N/BEDS--------� ( User9-IP0106 WN-Gr18o1 Run-PAR0EE HOWES-PLR a11K) I I use, NP0108 war-GnSol Run-PAR E NOES-PLAN 9 I °•N CwMY,u MH°°-odonnIbnoedea.z nueM1 owlk•a•K away X ............................................................................... ............................................................................... 0.l.bar dea..tl Medal•wrMne 1 Vale,YanM•ma N « 1 and GPERK INFOWWTION GEREPAL IRFORMTIW .Ew.AL.l�TioN...I..... YI M,rl•r In•IWabeam end 11m•a• mbxm aq W ] ................... ----•••--.......... ................... 6EwlY1L INFOWWTION p>'aga):Deb aYegpp,owawM pAPpbam••aw T =W7 DeMStioned Floor Me...... Jiro f{ Gndltloned Floor Ar....... 64"of C allil,med Floor Ar....... 8.8s.r Do itimed Floor Area..... 5270 sT 1.Ypa,vy W eMMdW aagpp sew. Building T....... WinglI Flatly Gtwhod Wllalnp Ty .............. Blagt.Fealty OWbohed Building Type.............. tingle,Family Mt W au110" T, ............. siNt.Fr11Y wbah. ..cMpHa meat aNra aaa fie• DeMlructlon Type••••-•••• Now Don.tru.Or type......... Nw Cmetruddled Type......... Nun C hetruction TYPe......... Russ a.awaw.ln YV.ka end aww.tl aaMW O M.y■ Se11a1ag front orientation. Grtlina-N,E,B,M Selldiag Front Drlantatlm. card Hot N,a,B,M Selldiag Front Orientation cardinal-N,E,B,N Selldiag Front Orlanbtlon. CaWIMl-RAISIN B,W leer eMnwweaYml .heed X �f S b•• Nuaber 0f asel:!wit•... 1 .1 of Dwl ling unit•... t peolear or OwllSnp units... 1 hases,W Melling units.. a dMw •ear Ha,tl r� a Nwb.r.t Strief.......... 2 Isobar or Stories.......... 2 Nutl.r of Stri.......... a - RUab•r of atrIII.....: ll 118: C M wry• a • uwb eed w PYsbw w Q Floor Coneanetlon Type,... 03+0 G O.a• R1Wr Construction Type.... Slab GI SraW flair"trustlN Type.... Blab On G.. Floor Con•tructlon T .. t :Ha • bead NeeaekaW.Han 1e s Ul.Xing hrdent+ge......... 11.2%of floor area Oluinp Paro4ntage......... 1a'.\of Tleon'�ea Ol+xin9 Peroalt!.......... kT\of floor are+ elating Far...tape.. . 18.1 - oor • 1 WwY eM,mexawet .W Iwl atlbna ••be.. w .. Teak Awnge Glatlrg V-Taetor... O.SI Btu/Far-.f-F Avenge Plating V-}«ter... 0'.94 Ku/h,-ef-F A .ge Slating U•lserlI 0.91 Btu/Far..f-F Avenage Gl.ilnp U-} r.., 0.,, /Far-+}-F pt ): Me,and use Haw ~ Avr.ge Olaritg WkC....... 0.3E AVenge OluLq 9NOC....... Cana Avenge sluing sme....... 0.ea Average Ol.xiag ...... 1.alw•pea .-hes..-.-.En«Yf__Mn0H._MwbMlY_.PP wkn 4 Av.r.Y.Galin WSgM..... B.]Tt AY,OILllag Haight..... 9.6 It AV: Calling Haigh..... 0.7 ft Avenge Sllnp Ml .., .8 Tt r 1 FWIM -app•aabnl�r _aRi,m�w2 da...Yxan•,waM(R-4xpnx•0 �j BUILDING WELL INSULATION WILDING WELL INSWATION Su[LDINS WELL IIIULATIOI BUt WELL IMaAATION 9.-I,br,.seem-.meed alar•p be..N elan wYw Ml eMaI.N,MM R•12 ......................... .........-.--.----....... ....................---- --- ............... Z_MaYlbnw I.'.a amkYwl wenWY•wwW M,aUen. Component Free, Gv1tY WN+thiag Total As,emOly Component F,ua Gvlty W..tn11g Tetat Neeebly Oomper°t Frank cavityWuthing Total Asa•eolY Cospewn Frw G ty Me TCt+l NfadbI I.A4 wl•tlar.epol"onewWtlNleewll.lYe•wlbw If hat wale Nxwa Type Type P valve A-Vslu, R-v+luk V-Tutor LwatlonlCalPenb Type Type R-ralw A-vaw R•Velw V-f.etr Lssatl0n/Oar4Ma Type TYpe R•w3.. R•..... .-vatua U•letter LWMtlan/CrpeM. TYM Type A-v.lw R- v.lu+U-}+a at3on/COPwnb a.s-avwm qqp bah-ft Mweed. ......................................................................... .-.......... ............... .....--..................-.-.....--........... ..Type...............value.A Val.....---.----. ........................ ..--.-. ..... .......... ....................... 0.P 41.u1xed0•Iwxn awe.aew.tl M4•r Stet Haler t X Nell Head R... .-... ... O....FWnt Sell Sell Need R-13 R-n/a R•13 O.Oea Front Sell All SaoO A-13 A,./. R•13 o.OBB Freh Sell Sell -n/W root Wll '116Um):Dwlsad.w n/a2Xe Front Se11 2.f,ont W 11 IIza Front well Aar 2a8 Front Nall 1.AY awe.M pNnuna YWYed,•..Ya.M wwxed la m.w naw.ma.a W 19w aMt awllwn Left Sell L•Tt Se33 Left Sell Left Wall ae1,E0;aW,-Mandand Deb ww.bab•mbenw Ywtan•e YwIxM.2ee.robaed awMyN IIw U}t Hall IIw Left Yall Rw Le}t Hall 2.Le}t Wall wWlbroa•seta.Op•Nre••MWb••Mtl Ml mplb,Use,roar aaaYr,raMrawe<b•u•w•bm Runk et Wok Nell 2.X ftl weak Nall tl1.e mkM Ise ygbaW,.awanM•aUL Ia,Ul1e1A,xULtone.WmpW abP•Ywtlbpea 136 Wok Sell 196 Wck Nall 136 Wale Sell 136 Seek Sell lands.nNee lMnlr wh.iM aalskWWnNmwM.M NMr meanabM•MM Wed.9WtlNp 9p6 WOk Sell .2 Seek Wok Nall 22s Week Sell 226 Wok Nell •-,me a•usedb ,ft eetlNbwd•Y.JeN,b and•Ham•Ndux.'ab,n..ed 1Mk an ..w Rlph Hall RSdH Sell Right W 11 ad mpmb.shal.de• ash Gbh seek Wiese aen,ne awl epee uW.wok ease Y used In RioSell Woe R-1E R-nl+ R-19 0.086 Ger."Hall Sell Nand A-18 R-n/+ R-13 O,Sea Wr.ge W.11 Sell Noce P-19 R-n/+ R-13 0.OW9 Wr.ge Wll - Se Nob. n/a P-13 0.OW6 Gr Nall Wntbn rnh m.•M.tl and.th . kge 1�,,.aM a.Wba,lNpat pYMw•b u MMYn.M gaam.aNrod a or•ew.Nd rGr mx.M1b Dear GUed R-0 R-0 R-0 0.330 Entry Door Deer Good R-0 A-0 R-0 0,390 Entry Door Door Good R-0 P-0 P-0 0..1.Entry°oar. Boa': Hood R-o R-O 0.330 Entry Door Mr1Mn p•Md•Ma onto,Mtewk xeveY dual•MW nxMUN beawYM veWNYM W,.ge Door Gr .. Ser �• r.euw GM .tl•up,.grWma may eaaaln dwb.Dw4 wbW N dee-.mawpe. FlalrE.t WWdJ 1-13 R-n/• A-13 0.W,Mow Sersge FlonrEXt Ilod R-13 R.N. R-11 D,061 AWvwWnge Floo Ekt Wood R-19 R nl. R-19 O.OWI Above W+r ge Floor R-13 R-n/. R-19 0.OW1 AWv�Wnge grbma•Me roeMeal.mWle auw Muvlbn Need olpasMbpl.n.all ausb. RWT Wood R-We A-n/a P-90 O.OWt Flat W/Attie Rdo WOed A->0 P-n/+ R-90 O.OWt Flat w/Att10 Reor Wed R-30 R-nl. R-90 0.OW1 Flat W/Attie' Wool R-SO R-n/. R-90 O.OWt Flat./AS[la J uewa ak.•w•aldwtpxuaak lhYrealgwNa•--be.asadelleashbpY- RaoT aded .4. R-Wa R-19 0,G7 At Fulmoe AooT Wood R-19 R-n/+ R-tg O,Oa]At Furnace Reef Wed R-19 R-nl• R-19 0.041 A<FurMat.. !. Won} R.'s R-nla R-1. 0.041 Al Furww tlhwM dwel•se•udw••wh Noe wtlNaed-fien red mpM Wed aneMed• 81+bEdp+ Hen, R-0 R-0 Ft•O.M To Willa °labEdg. None R-0 a-0 F2.0.700 TO Wtaid. 91sKtlpk None A-0 R-0 F2•b.>SO T Wt4 Bl.de � - •None A-0 R-0 F2.O.1m To Ou a.l-ft \n Naw•Mn bwY tlnk a•wwrb M1mwn, Bl•bEdg. Non. R a R-o F2b.a10 To Wr.p. S1.bEdp. None R-0 R-0 f2•C.a10 To Wr.g. elOnto. Non. R-0 R-0 F2.O .To Wra�r - B1.OE Woe P-0 A-0 F2.0.810 To Ser.g. 0.0nwYYaPN Wed a�.•rwlsemtl.brotl•sea Mw MMr«an.MarwaY waw•RM, I NESTMTION FENESTRATION FENEUFATIDH FENESTRAII. 0.PMaolbnawwlbn.kit W..•IW Mp,alwled eon tan woad.Haldwb•uaNW. moYlun,pulan.M m•Nlwrro•,vk rNk b,.r,ol W Ned b 1M\MYW',wuWbn ppwtl le ............ g ...... .. ............ N.nNw-.. ewlMr•nee M•WW bauNow pNa.•d aolwltl bY• .Mr m.lr pak.ed aNr. W.r. DVer- W.r. a.,- M.I u. EXtkrier nso/ Area I. FXt•rlr Mop/ ArP. V EXbrler heng/ Ar4. I. Exbrlar h.ng/ Orlenntlon (.}) F.et.r WGC 8hatllnp Fine ImatlOn/C.r.nt• OrI.Matim (a}) Fast.,BlIOC Wine Fin• Lee.tion/Car•nta Orlam.tlon (•}) Factor 9XOC 8h.dlnp Fins Loc•,,. Itawe • �' Or3Ntation (ar) Factor 9NOC She W Flits LW.tlan/Corenu p1t4 Pea as aw M.a erxa.MM Eeulpma,I.M ......................... ............................................. .....-•-.------.---•-.............. ... - ... ------ -- - ... A•wXen eptlwaaal w. Y,e hwlbro. •---------•....................... ---------........-.. -.-... ..... .. ....... ....------... ... Me, r•a.tlOn tMleMowtl ntlaM1naw mxedx X hind Front(N) 1:.1 0.320 0.920 St...N I., FIXED/VINYL/BBDLZ Sind Front IN) 9S.o 0.320 0.m at mom Va. FIXED/VINYL/BBOL2 NSnO Front INN g3.0 0.320 O.Wo St4mard Ye• FIX /BBOLZ NSW Front(I) 99.o o.no 1.320 St..ard Yea FI%ED/VINYL/east 1. aY•tae Yeedlked NM lee la mn xeal•noY,w rx w N1M Front(N) W2.a 0.340 0.I'D ab..N Va. SLIDER/VINYL/-1 Wind F,mt(N) 99.8 0.3M 0.910 StSIWrd Y•e SLIOEII/VINYL/GWY.Z NSM Front(N) 22.8 0.3a0 0..10 BtaW.M I.. FI10al):- L/BBOLZ al.Front(I) 22.6 0.9ad 0.910 StaWrU we, SLIDE R/VINYL/aH1L2 w•YNM1 mbtkror MNM ak ropaa NPH. r Odor Left (E) ..0 0.9A 0.9a0 StSM,W None FPNO1 OR/NON-YR/88W0 sea'Left IE) tG.O 0.8]0 0.as0 Standard man FNION OR/MOM-WR 1880L0 Wind!Left (E) a9.0 O-W 0-13°bed d Nun. -- L/890LZ "-' WSM UTt (E) 41.0 0.340 0.310 Stand•m Non. WIDL HG/VINYL/GalIE 2,3 rxw•wawa eMb W ..AI M•t%'apse wwnn Ox.tl M•br b Mu•.eb MNYe. Gina Left (E) 41.0 0.340 0.310°t+MNd Non. BNGL NmG/VINYL/99(iLZ NSM Lent (E) 41.0 0.8ao 0.910 Stamard Nm• SNGL INO/VINYL I BBGL2 W!W Left IE) Y.0 0.940 0.3t0 Stall d Yu 84 /SBW2 NSM Lett (EI 18.0 0.34a 0.910 St.maW Yu ELtOER/VINYL/8af1LZ •taunt beaaaee pee\waMwr•p•. NSM Left (E) To.0 0.8. 0.310 St+MaW Ye, SLIDER/VIMYL I GBW2 Nod Left IE) 1e.0 O.e. 0.910 StaMNd T4s BLIOER/VINYL/SSOl2 WiW Left (E) 19,6 0.92D 0.9II0 Stand tl Non! FI. /VI B80.Z Nim LHt (EI 2P.a 0.920 0.320 St.M.rd Yu FI%FD/VINYL I.BWL 1 Peal.•bon Ma abeeM,W Yaw•aedeeYeJNbn 1Ynk arwn RYA •; Hind Lert (E) 11,1 0.]20 0.]20 St+M+rd Yu FIXED/VINYL/88,LZ NSM Left (E) 92.p 0.390 0•Sko ST.-ard Ye. FI%EO/VIOL/BMON Wild Left (E) 19.E 0.920 0,3Po standlA % RI /VI 2 else L.rt (E) 02.a 0.320 0.320 Vheard None FIRM/VINYL/BENZ I—: • Sea w.Ma hwlm,aasMSntl LeTt (E) ]tea 0.320 0.320 StameW Nan• FI%ED/VINYL/BBOLZ Nllk Left (F) II2.a 0.]20 O.YYO St.nd.rtl XmP FI%ED/VINYL/maLZ Odor WoY (8) 141.8 0.910 o.3eo St.ndI.,R, .1 /xOYti /°BOLO Deo,Sek (8) 1410.810 0.9.x.ndNd Yu FRNOI G/NON-YTL I mR0 vMNe,eu• n :WnY.NMN xellh .tonee % poorWk111.a 0.310 D.].St+nd.W Yk, wNON OW/MON-YfL/BBWO OOM'Seats (0) 141.6 O.3A 0.360 St.W.Id Yu PRNON ON I NON-YTL/99UL0 Wim NaX (8) e8.0 0.340 0.310 8t. LIOWR/VINYI.i" else Wak IG) Se.0 o.O40 0.310 St...N Ron. SLIDER/VINYL/SS LLMind Wok (8) ...D 0.940 0.810 ObM.W None 9LIOEP/VINYL/BBOLZ N1nd Wok (S) ea.0 °.SAO 0.310 St...ra Non+ SLIDER/VINYL/SSOZ W!W Wok (8) 93.0 0.920 0.820 Stel�{1(( FI%ED/VINYL Sim Wak (6) a9.o 0.320 0.ISO ft Ward Yee FIXED/VINYL/8BOLZ I htln .•wow M1M Wck (el 39.1 0.1 0.320..bard'Is. FIXED/VINYL I SMILE Nlnd Seek (8) 39 a920 3•JO ft WaW Yu FIXED/VINYL I°BOLL WSW Wok IB) as 0.340 0.9f0 611 9MK MIO/VINYL:, a!M Wok (5) 42.0 G.340 0.310 at+heard Ye• 90.HOO/VINYLI BBRZ 11It..Lwww• gaMrNtpbpN e • MnMmMeRkw• eeMLkWok (8) 4R.0 0.340 0.310 St.MNd Y.s 9YOL 1110/VINYL/BBOIi Sind Seek (8) 4II.0 0.]AO O.a10 StaWNd Y•4 WOL IWIO/VINYL/88oL2 IW) .3.0 0.9a0 0.]10 St+m9NIY leG/YINrI GSM R1pnt la1 10.0 0.34o D.]IO St+ndNd Nook WOU 1Wa/VINYL/880.2YwMna•IMNw.Mew eernked bY•aegen m•naaly wep•a\0. „-Q. BtsM , t%ED/VINYL/md.Z; ... WLk RSgnt(W7 10.6 0.920 0.920 St.ndNd Y.s FI%ED/VINYL 198W2 aaaa xp•nwma le end YwMn X M nd Right(N) ?b,a 0.340 0.910 St.W.N TOO W IYwini' FWOL MX3V/VINYL/880LZ WejW Nigh,ind Nigh(T0 t6.8 0.ado 0.3320 ft...W Standard Yet• FIXED 8WL HIV/VINYL/-BBOLZ N1M t(A) 20.0..E^o. •M W Ye'.t: HHO I VINYL/ Wild Right(W) 2°.8 0,9N 0.310 St.mNd Y.. WGL HG/VINYL/SM_Z ltaoN)2 dame wNh••Mr•ra wlMAmw Mr edMrx M•tw YwwwwNn Wen ew en. eel ./y 40 Ywrn•MatlaPwbrwwMtlrle,enMeea else law aHan else a..maM.rise rpulnm•x Yf m a BLAB 91XiFA(23 asseed N.1")2., wwweear,a.••.tl o alum an. wean aw x E• SAI WAFMEB "81JA 8 ..-. c ............. Are. Slab Type (,fl slag Type �}) 81.b Type ,f) ....TYM .... \ ------------- ---- .•--..N!else _ RE: NVACS tans 3,3VWe d7.3" T 3 ---------------------- ..... GnM.W of Ile Slats+W Bled 1e1Y i ••.••••-••--•••• M.nr Plena 3,3W/9ed 7,3W/BaN1883 VW Bed 78B BlaW+rd Elsa lase Standard else IeOW EI.k1ae-CNnleta 2OG 10 HVM era,' INM 8Y8TEYB NVAC svaTEye HVAC BY9TEea •----- ............ ----,------- ............ 1p t rated /CCA Mfrigerah idea. ACG Sizhg celculnione for UG treetlrp 8 coding ayatem la in eCcorderlce wiU Tltla 24.7M fdlowirg HVAC aizkq vdues ere the reaWl m R,}rlger+nt Twt. MrA R•Trlgerrt iaeted ACCA - _. E W 1 w la m We Wet Duct Wnual Thenostat equipeaent State. CMpo and Days Oust Went mrwt YlNroeatat of a CEC approved per(OnnBnCe program MICROPAS(V'8.01).A wormt kse oflMl°pon of each plan was 1ltllized k)gBlGre a these E11u1peent Yinlau CMrge and Wet Duet Duet Wnu.l TMrwsisi EWSpeont Yin1w CMrge Sm Duet Duct ONE annual TMnoebt �v. TYpe II' tf1 1 Y:_,rf) zt,4 T n R-wlw Leak.pk D Type type lfTlalaWy Atrflw Lpeat ion R•wlw Leakage 0 Type Values. ` 1 O Type ETTi.1•noy Air Ids L«ation R.V.lu.Leakage D Type Type Efficiency ASrfloo Lpeation R•v.lw L..k!ga 0 Type ... ...- •.••• ....... ..- .......... ••••••• •• •••••.... •• ........ ..... ••• ••• -•••••• R ENGINEER- -••----„---------------------------•-----------.-----------------•----• .-........-. .-.---------.....-.............------....................... Furn.a. AFUE n/a Attie A•4.9 Yes Too Gatheak Furnaea•• --O.GW AGIE •••/s Attie A•a.a Yw•• ••To. g tb k NOTE.ACTUAL EQUIPMENT SPECIFICATION TO BE DONE BYA LICENSED MECHANICAL CONTRACTORO a Furn... O.soo AFIRE ... Attie ...... Y.a Yu Wtheck Funwo O.MG AFVF n/a Attie A-Spa Yea T•e Setbwk AC9p11t HER No Att1a A•4.t Yw Ye. Wtw.k ACSpllt /0.00 eaER W Attie A . Yaa T•e SetOedk LL • ACBPllt f0.0o BEER No Attic A1.2 Yet Y•• Wtheak ACBplit 10.00 SEER Se Attie A-4.a Yes Y.. SetDaek Y n WIOT TESTING onAlLs Duct TESTING DETAILS HEATING DUCT TESTING DETAILS DIIOT TSeTINS DETAILS ".....;W....."' .................... - .................... .................... - alNt Seasurad Supply Duet mandrls 8. IT Q w m Was Wwuntl Supp1Y Duet Seasu,.Supp1Y Leaktge Target Oust Grfw4 we. Look- Get Duct Surf•..Are,• Else Floor Area Orientation Total Load w Leakage Target Wet Surf...Area Lwkage Target Oust Serfape All +l` i Type (\}al WW/OFM2a) ETta) EWipeant Typ l\fen WY/WI@S) (ft2) 1' EculM.nt Type (r ton 096/0F1INS) (119) -- ESUiplent Type IN tan CFm/cFm (fa) .....................................•------......... ..------.-...............-•---.............---..��....... 3 3270 of East 64,691 BtuRN LL ; ........................ ...."-'----------------------- -----........................................-..-.......... -" ,Moe/AOWpllt a/ 1G0.8 Ma Farn.a/AOWpllt sY/ 19T.a , 1 Full...I ACBpllt ae/ 1ea.7 ./a FYrnacP I ACsp11t h/ lease n/a P, Im1LTRATIW TESTING mTA1L8 INFILTRATION TERINO DETAILS 3 W/Bed 7 3583 n East 54,820 BItkTY � 0 � w l 1NFILTMTION TESTING DETAILS INFILTRATION TEOTIN3 DETAIU - .. ••••••••••••••---••••••••••• '"•••"""*I"'-•••'•"-- a ............................ ....-..-.......... ----.- S1aW.r peo, Bldwr Door Blear Deer Blear Deer 3W/Bed 8 3488 a! Easl 58.181 BtuRr BiaW,DOG' slew,Oed, elowr Deer Bl Leakage Target Leakage Nla1sw Leakage Target Leakage Yla1ww ® br uakap•T,get leakage Yiniws Le+k+ge T g t 1.w (OFW*hMaus) 1906011Maul IareaDh/MI (WmahIBU) S _ (=/alA) eamenMaul (cFYagnrou _ -..... ........ ............... 3 W/Bed 7 8 8 377E sf Eon 67,954 8t1Xty ........-. ........13.8--...------------ ...-.-. -...... _ am/4.5 140]11.8 •••BMF11.8.. sun/aye f4W/t.G 32Zs .e IM1 /I. .. . NTm NGTim warege WATER XFATING.TBTEea WATER XERTI.a...TEea TER.......... .v. ..................... ••••••••••••••--.skat COOLING L ..................... .......-.--....... -.. Number iaM EXbr«1 NY.Der Talk bbrMl W Ina, SIX@ Se"let - MI In T brn.l In Energy .la• Snaul.li- In Er.rsy Oil. lnul.t3enID M anrpy Bla• Inwlealen !n fn+rgy Si ulon Talk TYDO HIS.1 Type DlsVlbution Type 3Y.le, Futon (gal) A-valw Tart Type Mabr TYpe Distribution Type Stet« Featr (01) R-wlw Ella Sensible Load LahM Load Total Load W Tank Type Metal Type (H.tr1Wn1.Type Syat. Farr (Sall A•w1W•• Tusk TYpe M t r D1.trSWtim Type GYet•s Fact (gel}Y'` ate Ma ... ......W ....---- - 1 °e0 e0 A n/. K ape, sea ••••• BtaedaW ••.••.... 1 0.00 ea R No 3 39 BtuM 7.908Btuhr 7 BIURIT alYY1 �' ....... ........................................................ ...-........ .. .. ...---.-.---.--... .-..-- -. ape Bbr+GO Ses St.MoW I O.p 00 A-nh St.r,pP Wf ..-.--.•. -. r - r � .W.W I o.ao eo �. S39 1744 O Witt FGTURES AND YWELIN)Assu1PTIME Goes IAL FEATMES Am)SCOWLING AININIPTIOW 3 W/Bed 7 40,233 Btuft 7 BIuRV 48,279 BUTAW \ MCI FERTIIRm AND YD°ELINO MWX tons TMES AND,NODELIIG I189UIPTlOW •••--.................................... 804 3 ......................................... .; ..- ''!} ...............--.--...-...... •••Itwt in th14 swtl sheuld M mOwknted on the Plals,••• ••(tuns in this swtlon elwuld M dWwented on the p1N4,•• +A ••Itws Sn M1s twtlon Nwuld bu deaueanted an the glens,•• ,A ••ltws Sn t;L S+Ot n 4hould M d-usented en the plus ••installed to m+nubaturN.W CEC•pealllc•tlOna,am installed to manu/.etunr.M CEC epeelflutlon4,Na 3 W/Bed 8 41,a60 BhYhf 8,332 Bh1RY 49,992 BtURY M ass ss ••Snsi+ll.to«nufaotunr end DECpeelf ioatlm•,end ••Snfblled to«nufk r+M CEC spat!i0.t ion•,and •• V.,it I.d during Plan ohe.k and rleld Snapectlon. ••• •• Verlfl.mrinp plan eMOk,M field lnepeatlon. ••• 91/ Der •• r•r:11•d during plan u: ens EC sag lnfid,tion. ••• •;�,' •• vrlfled duind pj.T yak I.f1•Id 1Ift.otlm. ••• 3W/Bed 7a8 42,351 Slut, 8,470 Stuff 50,821811" `•, • ... • .• • • T11 6s1C Tnls 1•.Wltiple orlknt•tlon Wlldim With run orientation r4.tri.tlon.. Thin 1.._tWall,:,;orlantuin.Wllelne With W eaenbtlen r.•trlatlonf. 'y Title 14 a w11t1P1e orientation Willing elth W Orientation n2%lictions, 1 •Put 1P1 I t N n 1Gi1 3qp with lanbtio rlotlona. Tole rintout So fen end front}aofnp North. Thi,r1Malt Ss To,the front fwL,g North, peaSet w This printout 1.for the Trent f.aing North. lntwt 14 f en t T lag• h. Note:AC"Isrent aensbe eugxd shadd meat the sefMlWe loW. Vs EM This building 1Worperatk•Tksted Net Leakage. This bullabg iWorperNe,Tested Net Leakage. Note:The Heating BCodinp load.Toned f InsWlnlon of sMfgy efterd windows with spedrnly selective glass. Tni.Wilding 1Worpr.b4 rested Duet Leakage. ': the ind-peral..Tested a[�{ a This oullding 1Wor—I duct dasipn u,Snp ICCA Ysnu-1 D. Thle budging Imorpenb,dust"sign u,lN ACG eanwl D. Thl,Wilding lworpreaea aunt W41ge u41np ACG wnua 0. p SWorper.t•s duct de•ig1 u,1ng ACG wnual D. ih.awlgn,l.T end o.lo.l.tians wet be 1.1w.In eabuitta, me,dealpn,laYmt.M..lsul.tiona wet M 1Wleded 1n suMittal. COMPLIANCE STATEMENT C Th.dealpn,laymt and e.laulatlons w,t M SW luaed 3n edbultta, TRW'.. r.!yedt am saleul+uons wst M helm.1n uM1<t+l, and Y: fled flee verlrled DY•eartlfled mea rsiN, aW Vear1ed f1Pltl verified sy a wrt3Tled NERS nt•r. ,11 �mEe and v.rined naa Verified by.o•rtlfi.IEm r.t+r. - aW 41.. ., ae vent/3.oY°pruned XEAB rater. ---------------- -- lea NY rota Wilding lWa,pereaea Tested Inruvaim. Thia building!Wrpe at,,Tested Infiltration. This certificate of compliance lists the building features end performance This Wilding iWorpr.bs Tested InfiltratiN. The. oryent•.Teat.Infiltration. Th.XwooenN'.Nenu.l moat imlud•instruction,on nun to operas the,windoea THs Haskowa,'.9 W 1 wst iml-lnearuetion.on nun to.peruse 11.an . Th.Ho«wnenY Wnua mud lnaluw Sn,Vuctlone on has 1e operate the Windws - Th.Nwae111M?'�..._,Hal«tt SW1uW Snstrwams on nun to opens tM e1Wals a./or uan+nloa wntlbaon to,ohlave edegwb wntll+tIP, in amitlon, .W/or ewhnieal Ventilation to edMeat edpwb r.n,Listlan.la.mitten, specifications needed to comply with Title-24, Parts 1 and 8 of the a settler eaoh.nia°l ventilation to wnlaVe+aegwb Ventilation.In addition, aW/.r m.a,I4nSe._, ntllatlon to+onlrvk ed•Ru.te Ventllatlon.In addition, this house Ss Pro lolld ear navlag!eat.aPOWstion+pplbm.s this WuXk I,pnnibited ear Mvlag Dented aoabu4tlm.pellancw California Code of Regulations, and the administrative regulations t0 bla Muw I.prohibited ear nwlag Vented eaoou4am apellan.o thla hm11 tad for H.IiN...Ied desou.tion.pellanoea other th,n*=ing salllaWn,nfrlgerKon.M d.s.siio alothks dry... otMr then ewklng apelikneu,rXfriger&t„:.W dosoaio:1 the,dryers implement them. This certificate has been signed b the individual with L other then eeking apell.Wef,refrio rete,.and dow,tla Cloth..dryers other teen d Sane..,r•rriper.br..M°ow.uo.loth..dryer. tnaT u..1Moor.i,for eam0u.:ton in.1a.sondltion..pen.. Ih.t uIs Indoor air to,ee•W,.tim I..iae eoWIII...•pec•. P 9 Y that eau IMos,.1,tea Watu.um Inside otmitio...P... tn.1 u..Ind aombualan inside, it ad •.• overall design responsibility. When thin certificate of compliance is 0 f HE REWIRED VERIFICATION HERS R...RED VERIFICATION submitted for a single building plan to be built in multiple orientations, l NEW REWIRED VERIFICATION M REWIAE.VERIFICATION ................field.test -----'•---------field test -------------------------- .-.............--._....... •••uw•la this••etion rewire naa twuag andror ••• •••owe In tote,wear r.sulr.riaa bang.nary, •• any shading feature that is varied is indicated in the Special Features eq 1 •••Itm 1n tM .Lion nnul riaa being aW rot {t„ tn1.uotlm reOuln riaa testing and/or ••• •••wrlrlo+tI. by.wrtlfied hall kwrgy rater Oken ••• •••Hari}I..aw by a certlfiod Weak energy r+tsr Odv Modeling Assumptions section. APPROVED "- ven1Tlc.uon by.o,rtlflad hook en,rpy rate,under ',Y4F3 .Teton by•wrtirled half energy rot,,under ••the eapervlalon of•WC-aperoved HERB proVSWr using •the supervision r a CEC-+pruned HEN prNla.r u•lnp FOR PERM ISA ... ... ... • ... ... •••tM supervision o}.C[C.perwed MEm provlar using ••• ,upervltlen oT•C[c-•ppnv.HERB greater us1W ••• •••CEC.pruned te,ting am/eI V4rlf WOtlon wth....M ••• •••CEC.Droved tw[lnp andlor wrlfla+eon wtheds..nd •• DESIGNER OWNER rYtJ p •••CEC.ppewed bsilag enaMar vNlnwtI-aalro..end ••• - C aW..1 testing+W/Or verlfleatlon eatMd...M ••• •••wst bu nprted m tM W-6R Snsbllatlon artlf loop.••• ••west M nperted on tM W.M 1n,la11atLon oertlf l0atk • Or DOC� 'BA NCE ••••Hat be r.ponted on the W-ea i..bll.uon a.ltifinte.••• •Sea be report..the W-N Installation..rtiria.b.••• SSOgATES,INC. Tals Wilding SWorporab.Teat.Wat le+kagk.Target CFY leakage Thi•W13alag iWorper,ba Tested Wat Leakage.Target CFY laeaage BY Thla WSlaIng SWorpor,a,Tested WIT Leakage.hrget CFY leakage - bulldlhe 1WarprateI Tested Wot Leakage.Target CFW leakage vawa«aurad.t 2a placate an ahwn In D1CT TE8TINo DETAILS abrI v lu..Wea.urad.t 2.pese.t.are shdah in DUCT TESTING DETAIL°aten. Name.... Name..7h K- Talu.s-we at II6 pesoaa,n.own in OIICT TESTING DETAILS .sew v,lu.t ildwred.t 2p pe.e+ls+n sheen in DICT TESTING DETAILS above r«Y M asioulated..daltwnt..n tit+W-ER.It me,«,eared I or Way be.,l elated as ded,rnted on 1M W-ea.If Ise We....ad Cre COm en PARDEE HOMES COm en ��yy° '•re beeveal-DATE eye bu C+leul.ted a don,wnted m the W.M.If the w•aured CFM r«y M wloulated as OallaPnted on the W-ea.If tM eauune CW la above tM tNget,tMn oorrwtiw.orlon«,t M t+k4n to reduce le.hove the target,than.r,wtiv.+.Lion suet W taken to reduce P Y• P }PP99 )µ � ww� 14.Dr•tit.brget,than edmetl,.waon suet M t.k..to reduw 14 abuvo tM target,then Wrreotly aotlon.Hat M Taken to redu.. M.aunt la.k.ge+M tMn must b retk.t..A1tNnsilvay,tM tit.duct 1•.k+ge am tMn ea•t b nt•ated.Albrnsilwly,tM Add re 98. 1Of1SO Wilshire B1Vd N/900 Addrea erndy0b j t°r.$AatytBKd rrvrena_ tit•dust leakage I.tMn Haft b ntwted.Altorn.tiv,ly,the tM duct laatag'sM tow must M rktest..A3<trnsilwl,,thk aompllanw o+laulatim,aoula bu neon•WStheut du0t N.t1ag, eowll.nw o+laulatlons eauld b redoM wStheut aunt teatirg,.. L08 Angel a, CA 90024 Srp'tYM1--GIL/°�BeaObulldln Author)zatl°n IN .awll.noe.aouluial4 oNld b,•don.without mot balag. aowll.no•o.laulatlonf ooultl M,.one wltheut door bating. It duet!are Wt lostall.,the,HEP3 wrlfl.siion I.not he.eaeary If tlucts,n hot Swelled,than mRa Ver1fl.+tton Le not Ma ury -' ale C 9 Permit Phone... (310) 475-3626 Phone 09-474- NY eperNClWa, Pending If duets are net installed,than HONG wrifla,tlon 1s not wa....ry If W.I.are hot in,lallsd,than HERB Serif loam 1•not n+ck•,ary IEea REWIRE°VERIFICATION IEea PEOIIRED VEPIFICATIW License. b is., gs I mNG REWIRED VERIFICATION '----EW1.""eallIC'--- .......................... PProra Or ntln 1 HER.REW....VERIFICATION ---- far Ms<.Not Leak.ge. for Tested Wat Le.kag.. Permit f P ° ens 9 (f� booed gW .......................... ...................... y far Tested Wet Leakage. for runt.Wo:Leakage Signed.. gnedNde en construed to Th1,Wilting Im-perates°Hat design using AC°A nanwl D. This Wilding inoerpor.O$duet design wing Icon wnual D. Th.Thisdeeaal,,nlayoutraM�a+loul t1oMigei,4t a!�.dnInlwwitbl. Th.D. sOe.I,,nlayout I...IWl.1onslwist I,.ag1.0 in aubuill.l. (date) suth y to violate ar No can P e °aumBdPPiiCabls Th4 design,layout am wloulauons Wft b SWled.Sn eabultta, Th.tloslpn,l.ymt end oalaulatloM oust M SWledka in wbultbl. p pon.be Tested In}iltr,tlon.Target+M YSn1mea WY TIIla Wilain 1Worper+tes Tested In}1ltr,tlon.Target and Ylnlrr CFY ENFORCEMENT AGENCY N b°�b• cal the provlsin °�,ucp Ilia bulld!n SWor p Thla Wllelnp in0orpente,Toted InflltrNlon.Target+nd YSnlaw CFY Thl,Wildln9 SWorper+tka Tented Inflltr.tl.n.Target aW w-I-We V.luks meawred+t ea Meaata are sneem In INFILTRATION TESTING DETAILS.bow. vow+we.ured at Ed pall,an.own in INFILTRATION TESTING DETAILS.Nov.. Value sea,ured at a0 peecas are shorn Sn INFILTRATION TESTING DETAIL]aW,,. vsiuw«awr.+t 3O DO Na ahaal Sn INFILTRATION TESTING DETAILS.or.. IT t,Lee.%red CFYeOh is above the target,then aorr.ativ6 solid. Ir the«.tired CFYEM fa.save the target,than aarredtlw•.Sion if tM«.our.CFSeOh Ss.beak the brget,then earredtive eatlm IT tM aP+sur.WYEON Sa above tM target,than corrective notion moat bken to reduce tM Snrll<r+tlon.M then rkbft.Altkrwtively, east M labn t0 reduce tM Infiltration.M than,.bet.KtornativelY' Name.... moat M taken to reduc,the lnriltratlon and than retest.Alternaeiv4ly, must es bkan to reduce the 11011tratlon and then r4ta.t.Alti,X t!v.IY, tit..a«lianw wloulatloM Gould b redo«wllhcut innitntlen b4tlnp. tM oalPllaWe a+lwlatlen•could We redohe.ltnmt 1nTlltretion testing. I the auapll,nae sl,ul,tinn,Wuld bu ran.n.Iithwt Infiltration testing, tM oalplfanoP aaaulat ion.ooultl be,.on•Without lmiltntian t•.'ing. If the We V CFYe,Ss Mlal the minfaw,than In.building r.t on.t If the«a,ured CF So.1.tM,ini:-,tMn tM Wilding wet West Title... 1 IT tM w sear.CFYaOn is Mlw the olnlaus,tn.n tM Wilding suit Seat IT the mwsured WHO,1,Mlw<M into-,tMn the WIldi.g w «at unifare WaMnI..,cede ,Wirkaents for u,u,,lly tight am+trurlon am unifon Wahsnio,l Cotle nc iraannt,for onu..11y tight oonstructlon end Agency. uliTon Wohrelwl Cad,,WIN thes loll u eally tlgnt mnatnation am unlfon Wonanio.l Cm,nqulnwh.Tr unwally tight alnstnatSm end n.tlw soften w,t b bk,n to either Intentionally LMnae•Infiltration ...tlw+.t1m w,t b taken to•StMr Intentlonaly 1n.rw..1nr11<r.[lon Pat1w a.tlon ones be bkw to•it HeSntentlenally SWnea.Snrlltr.ti.n r+etive a.t1on ea,t be bkPn b•1tMr intentlmelly lnonwk IlTiltr.tlon rfprandW for wohania,l supply ventilation.ecuatk to«int.in the or I.Ter«aMniwl 4upely wnt11,L1on ed,.u.te to toltheln tM orrrprovlde for seah,nl..1 supply Valtilatlon IM%u to«lntaln the orrpnvid•for wewniwl•upely ventilation..u.b to ssint+ln the esid.nce.t.rwwr.pr..br than-E pewal,rkla<1Ve to the eutaW esitlm0•.t.pressure greater than-e«Sea•raulw to the outside Phone... re. .. at.pes.wn pna1. then-6 1:.1. r Letlle to the alblW nsldkno.+t•rPssun pn+t+r than-6 peae.ls nlativP to thk outside +v.r.ge air r.k«n Wltn other oontlnucue ventu.t ion ran.ayel0bg .V,rage.Sr pressure Pith other o rtinucu+Ventilation fan,operating ,,r,g,air prweur,With other oanti,ume Ventilation Tens operating uN.ge ar D_un With other oontlnuou,ventilation fans operating R[rww awe Signed.. • PEYwN] (date) _ rea"RA DUAL Pan VINYL IT X SPECTRALLY SELECTIVE O.ABe OML FANE,VINYL On.SPECTRALLY SELECTIVE GLASS data DIAL PARE,VINYL WITH SPECTRALLY SELECTS.GLASS DLwL PANE,VINYI WITH°PECTRKIY SELECTIVE G ASS U•FACTOI9 0.9a(K)/0.31(W)10.32 IF%)/0.38(PATIO) U-FMTOM O.9a(alI/0.]4(W)/0.M(PXI 10.36(PATIO) U-FACTNo•O.Se(SU)10.94(W)10.32(FXI 10.35(PATIO) U-FACTONB•0.94(K)/0.84(W)/0.32(FX) /C.38(PATIO) GNRC 0.31(ell I .,(W)/O.S.I")/o..(PATIO) aliGC 0.91 18<1/0.81(W)I O.w(F%) /0.3p(PATIO) also•0.31(K)/0.31(W)/0.32(FX)/0.35(PATIO) WGc•0,31 (°L)/0.31 (W)/0.32(FX)/0.36(PATIO) NE MAWFACTURER'°°PECIFNGTIOI WEFT GEE Y FACTMER'°9PECIFIGTION MEET T-24 WE W N FACTOIER•°BPECIFIGTION WEST BEE MAWFACTURER'8 SPECIFICATION MEET COnSol U14L PAw,NON-PETAL aIM sPECTRALLY SELECTIVE OLI,99 DILL PANE,NOI1-YETK PITH WECTRAILY SELECTIVE OLM9 01ML FAME,NOI-NETAL WIN SPECTRALLY SELECTIVE OLAG8 DIAL PANE,NON-METAL WITH 8PECTRALLY 3ELEMIVE GLASS V-FACTOR•0.w(FRENCH DOWN) U-FMTOI•O.a7(FIIN DOON) Sheet U-FACTU•0.37(FRENCH DNAI U-FACToa•0.9](FRENCH DOOR) W1Dc-ayes(m19rCN DOOR) 8X0C'°'°°(mENGH 00°") 7407 Tam O'Shanter Drive, Suite 200 alsC•0.36(FRENCH DOOR) WGO•O.3S(FRENCH DOOR) WE YYRIFALTURER'S SPECIFIGTION WEET WE YAIGFACTUEA-8 SPECIFICATION EN Page a WE WMNFACTMEW8 SPECIFICATION WEFT WE wNUFACTLO ER•8 XPECIFICATIDN MEET ELEVATION'C'TAKEN AS YOWBT-W u2 E TO eING WE-10 ELEVATION'C'TAREN AS NOWT Dam WE To OLAIIN°9CEW 0 AIO Stockton, CA 9521 -3370 ELEVATION'C'TAKEN AS WORST CASE WE TO GLAZING 90ERMI0 .LIVATION'O'TAKEN AS WORST CASE WE TO OUAZINO SCENARIO . THESE CKCUlATIONa INCLIGE THE mIX100Y 7 OPTION (209]474-S44E FAX(209] 474-0817 2 Of 2 THESE CALCULATIONS INGLOE THE 9EMON I a 6 OPTION THERE GALCULATIOS IWLuDE THE SIMON 3 OPTION NOTES 8 INDIGATGa DROP IN SLAB t'SQ'DGTAIU y, VWPY MIWt•04 POYIOATION NVIK WmN,RMIIPORCIN! /Slim AMP�MCPANSIVE SOIL IeG}lII�MlNT6 p 4444 GONG.STOOP AT r AC PAP 1• AATIM I I a S ' REFER TO STRUCTURAL d ENGINEERING DRANINC75 a 1O„ %AT FOR INFORMATION NOT O 5HOYVN HERE 444 444444 FOR HARD5CAPE O INFORMATION REFER TO LANDSCAPE PLANS 4 4 4 4 4 4 4 4 4 4 4 •_IIHn O Z.�. �•�• i or V40am AT WATM Paco co►OIAT close ais Pole Isv+a cGumot O 11 .9 g 00 I 00 I I y I A I I I s AT �- � u I I r-o• +--- -� I----I _C7 � •iGi d ° CLA 4 b 'tt O O W F(V O APPR y N FOR PERMI IS! gNCE O O U SCOTT FAZEKAS g rr) Thees Phne have DATE J m W µ PPIIcebN been reel e I a COtlee entl ord or etlherence W a 1--I 1--t _ hsrsbY prantetl t0 I.n.d a uil a Authorizatl nt = O M 1--t J--1 O1'r by M"'cable city in Permit pa 01 � in Q� O 0. J The leeoance or W 3 V) f ePProval of theee pianalnan,/ Permit = O a aPProve enY viola I n t be""boo" 2W y Y'8D! Dermtt cr ortllnance. No per /� o/the a ap J N Oq+(, eotle. PPiic bit O '� °u'not�vlolete or cancel a resumetl to,otlee ve1W, rovlslona of a Ive f. '�. f. •� ch G _ o s�o• f s• s o s� a• ,• ev r-Ir Isw re WE AVVVVA IRM PLAN Q yo,4• C+10~Pea RGJATIOK SLAB INTERFACE PLAN ,4 B qVm xAt ,_ (A z a % ■ 0 oc , I NOTES ,�(71 , IMIGAnm DROP IN SLAD(SQ DerNU 'AMPY KNIK"POUNPAMN 00-rK vivm RlRrOR501" W��LSTM CTA6VC 0IL RG�IRGIS IMSOILS RGR. 4 4 4 4 * SAP 8 REFER TO 5TRUGTURAL ENGINEERING DRAWINGS Q FOR INFORMATION NOT SHOWN HERE 4444 4444444 FOR HARDSOAPE INFORMATION REFER TO LAN05CAPE PLANS 4 4 4 4 4 4 4 4 4 4 4 tt ae•xl. TIaROVID!TIM PTO.FOR IN/igRY VDmtt M. IgRGM � •N�s p 0 W � � z U s 8 WALK �U- ,•o• 1' �,-0• I � a 0- �-0 o MWIM TO 15"1"mm POR NOTMI DIP410 CINS,AND Nom SLAB INTERFACE ADDENDUM awe. C How r�NDT 0 O a, � y m 3 A Hp PPROVED a FOR PERM171SS"AN O 0 N SCOTT FAZEKAS 8 BY ASSOCIA S, NC, n These plane have been re DATEJ = m w hPPilceble cotlea end oradi nannce,r er nc aaaa� W a K her Granted to th a to the approves by Nl esue bulldin �aafion s M applicable Chy agenciesg rm Pending Z O Q The laeuance or —1 --' aPproval o/these granting ore Per It W *N S Permit or Plans shell not be o seetl on Codes or of any v olation of t truetl to OJ author) ortlinance. No plicable `_ h'to violate or can ee the Presu el.CptlM shag be valid, provl n of such O , C in W `O r j z W ®`a x CO) r W z a J. m U 0] r' FLOOR PLAN NOTES p� 1.D,•CIE/'R REFRI6GIeATOR SPACE,PL.U'O FOR WAT-eW SUPPLY. g, �J O IS'-4' 2'-4' 6'-4• ,'-Y 16'-IO' VERIFY MOTH AND DEPTH IF BUILT-IN RLIPWOMATOR. � 2.PANTRY.SEE INTEROR ELEVATIONS. a a S.30'9LIDE-N GO"BINATON W/BUILT-IN HOOD, N?3 4'-0• 4'i' f'�' I'-T 6'-4• Y-10' f 9' Y-0' l'-0' S'-T U6HT 4 FAN TO OUTSIDE NR). 4.36'GOOKTDF W/UTSIVI METAL NOW YV LNNR 4 PAN B C S.36'GOOKTOP VV MOOWIORAPT FAN NBLT TO OUTSIDE AJR). a a a a 5 V 1.5 1.5 6 MgOO oru°FrDID�e�iiiWiw 30'Feu'i-r-IHO°Do e+LASvu AN ,.XX•DOUBLE OVER. 42'X42• S.BUILT-IN MIGROWAVC. 4. TRASH COMPACTOR Sf 12 OFT. 0.1C. P`-DR - J----- 10.OPTIONAL RGYGLC fl SIX [� i ---- Iola fL tTe++J ----- ----- - -io-So sL-(rel��--9ols�s- 6076 fL. 9096 FA. - r I I.Y•O•n S/SHO M W WATO[R MSTANT KAWSCOT TO,Z• Rl ABOVE VRNN UN,O.PROVIDI SNOVM C WAJN ROD UNA. Q .s ,F. I 12.PRI-CAST SFIOYIR PAX IL SEE PLAN FOR ELM TILE TO'12" E it ABOVE DRAIN U.N.O. C9 ^ 1 t „ 13.HAW BUILT TILE I•!R SHO SEE FLAN FOR SIM TILE TO,Y pp'& al 14.6600''X 42'O OVNAL TUB Y MIO V OIRA TIE YWNSOOT.PROVIDE a a Q a a a a a a a a y MOTOR ACCESS PANG,AT OPTIONAL SPA/HYMW.- SA*E II R BATiTum.VBUFY*I=MUD LOCATION OF ACCESS PANEL. R i6. II I I S.SHATTERPROOF 6L.ASS SHHOVMK BIOLOSIPIE. °° 'F t Q I 16.SHOVM BEAT SR PLAN FOR 1116HT. 94 II 246s Y MASTER Ill.LIMN GANNET. SW INTERIOR 13_EVATONS. LIVING all > I 16.TW MWA I Y SPACED SHELVES. °LF6'CIL0. 'II M BATH BEDROOM I 1-1.P-A U.IS,VENT TO OUTSIve A m- I o. W-4'CL6. 20,Km B.Vow TO OUTSIDE Air- PROVIDE 6'-• II ~•GL.6. 4' I 4 2 1. O GOMPAlITION AIR ND S W TOP AM AND RETA AIR 6111ULLS OR II VOLK 1 I DUCT AS SHOWN ON!MATINS PLAN AS RB V FOR PAM.ONLY. J I II,w• I NS PITT P.A.U. A �A WMI111 SICIB 1o.9100 Ve�C42NMWroN rode V1111 USE or B6MArmw(Vaury, a 4 a a 4 4 a 4 4 4 a 37 1 O N' 6, 1 �I 22.14•X ID'*J.SC M94W 4 LOIJVBlm COMSUSTON AIR VISIT. - I ^ a 23.f'VIA.BUMPER FIFE 96'HHI611 YI/MX 12'eNeCOM�Ir. li 5-10' 2-4' 3-6' '36' 5-10 DSL. •P. C= 6-• ' 24.T154PIRATURE 4 PRdBAtE RB-IEF VALVE. I 25.W x 6'6AR QW G AOE GUST VENT,SRCGIm AND LOUVZW=. f1 I 26, ORYIR VENT(MAX 14 ft.LOWTH INCAUOIN*(2),O DEGREE ^ i n ;! a S'-1o• 2'a' 10'w• O 21.PROVIDE KAA.TER 4 AADTTIE POR WASMR. d T-1•GL6. Y I 26.*AS DRYERS INSTALLED IN A 6AJeA&e"UST BE ELEVATED SD ; = 1 y, I THAT nwrs.SWITCMe,BJRraes AND MAnN6 B E WM ARE J A MINIMUM ar IS'ABOVE TM i"LOOR Lem. pppppp I _ oPr. --4 i�� DINING 1 2,.PROVIDE SMTTY PAN w DRAIN BENEATH wAr3reR h I S0.2x6 STUD WALL. I 11 ISt�o• it SLP6.C-6. I I '332.POW BALLOON PR�A 400 VAALLS.SW 3 FILAX FOR �T10JGTAkAL neAM1H6 PLANS, � I O 17LANp T-I•GI.*. II ` I 7 t 33.PwMBN*YIASTE DROP PROM ABOVE. 4' r I 1 ADDL OVEN O L=j + 64 `I a I SS:FPLAU..IN ATTTIc PROtt DE C-A4C4056 PANEL 30"AT IC Ac�E6S PANEL. O 4 I ' 6 I BEDROOM 2 (OR PLR C.M.G.,WO). PROVIDE FUEL 6A6,LI6Hr AND SWTC.H. Q KI CHEN - n MYL n 411 qR W-4-OL6. I F +,36.METAL FlREPLACG.SEE MANUPAC.TRMS SPEf IPIGATIONS FOR b 6,-I. �. I i �1 MAJOW MAXI'm RSOINR?CdT3.am PLAN FOR Sox SIQ. a I ' 4-4• 1-0• 6f PROVIDE P.O.AND IQY. XXXXX 0 +a i T IN _ } 3,.AAtO TOWINAPi ATION RC6MJ )FAPPROVID ggZO2�� 111 ? w 'Dot° - - - A. 2 „ e I A 36.sEeTTeIeAl eeRV1Ge PANEL.Les UTILITY PLAN). 40.930 WON*UA MMA IL PER GD.C.SO,. ' L____ 1__ -I s. P. _ 4j r-T I 41.34'-3S'HIGH HANDRAIL ABOVE"INS PM CDC.100&5.Sh I 1 7 --- O A I _ _ _ (�1 coAro � 1 4Z.T4D'!1.PORT. �/•� r7 �p�p 43.2-LAYERS 5/O•TYPE'X'6TT.DD.FIRE SEPARATION AT GEILIN6. V J G f 'Y 6'-I' L I !. 44.P"'TYPE'X'*YP.DD�GOOLEROUSE 49 �AT O.G• F1 HALL n Ip S'-0 S'-lo' 3'b' r I'-4 0'i' I Y r4ALLS SUPPOWMN6 ZND PLR TO BE S/6•TYPE'X OYP.SD. 1.�7Jy 6'4• I• S•-0• ,'-I•Glb. Q q p 1 SN• f 4S.PIKE SEPARATION SETY@H 1ND.PLR 4 OAR GL6.A#v HALL 46.WS'TYPE•x•OYP.BD.UNIPW STAIRS AT ENCLOSED, PARLOR n ,- GLA. $( USEABLE SPADE.66 COOLER NAU,S AT,'O.G. 9 I ^ --- . - __ II XI 4T.LINE OF GIUPMB KAWL ABOVE. _ N I SA CIA. 46.PLAT SOR9T.am FILM Pon NEI6NT. f r I r?L > I BEDROOM 3 I 7 SG:L �INE 01-PLoORIT.A3ALOt I�PfTeU'R ELEV.OR Pvw FOR 3FeG. S 1.SMLP.Sm PLAN FOR MIGHT. 1 2.*LASS BLOCK. z 11'-Y F 6'I L 440 l'6• S'♦• 2'i' I-r- / i 33.DUCT CHAP.VMIPY WHV.AG.DRANN". O I I S4.IeEGESSED LUMINOUS CEILING.SEE FLOOR.PLAN FOR SIZE AI-0 DEN/OPT. 1 / a I W I SEE UTILITY PLAN POR AOVITIONM-INFORMATION, 8 BEDROOM ' _ ,L.P6 GI..6. a qa 1 i=_ I 1 I EN RY st SS.LINE OF SYNn4DTIG STONE YNNIE R SEE ELEVATION, 8 pp BEDRM. L <-+ I \ S6.LINE oP MASONlY LAN FOR TO PTO.RETAIN FOR MMIOW.ENDIO S 8 y I ~ � 6'-I• i i 36• ,•-I'�. , I SLAB INRRFAGE PLAN FOR TOM Fr6.RETTAw DIMENSIONS. � ai ,�•c1.* + II^ n lu moor /44 n I \\ 44 SL.LIME OF Or WN/COTT PAM10.SHSGOT.SW ELEVATION QNATIOONN r K MMbNT.SEE � V c� V gl V II 7� ♦ QR y 7� \ SLAB INTERFACE PLAN FOR MORE INFORMATION ZaSq.LINE Of'06C,011tATIVE P0111,444"UND.SEE m b rVM 21 7 \\ 26e6 I 60.LIM OP EXTW%IOR BA C40W dUMCRAIL D OW VI EV.PR -- Q ✓ IT m t1 �L jr I TOP OF 6UAROR.VL SHALL NOT EE LESS THAN 36"IN MEN I \ OPEN WJARDRAJLS SHALL HAVE INTWOMPIATE Iii OR AN 41 ORNAMENTAL PATTIM SUCH THAT A SPMRE 4'IN DIAL- ! P' s fo96 S.N. 3016 S'"' folio T CANNOT PASS THR H.OUG PER C)f.0.90,.D. RN ��•y. 61.PROVIDE OSOK DN('S)W/OVERFLOK PROVIDE BUILT-UP 02 6,1 I 3w• S!' S-I' 2-S' i' 2�' I I 44 6-1� 2-4' 6-10' \ 2-W 10'-4� A15C40 ill,� TERI .ND DRAIWW SO TO DIVERT WATW I / \ 62.16'TOYUEL SAR-NOT.54•ABOVE FIX FLR PORCH t I 1'-2• \ ,-O \ 69.24•TOY4S ISAA-NOT.S4•ABOVE PIN PLR ° GN I I ,'-I•DTUGGO (. / I 64.TOILET PAPM HOLLM-NOT.24•ABOVE PIK PLR. ,'-I•�. I / / \ \ ( 6S.IIOV OUTLET POW IRRI6ATON O.0014- --_---- 66.OAS METER LOCATIOX SEE UTILITY FLAX - ---- -- -°- --- GENERAL PLAN NOTES04, PT. BEDROOM II ' ' GARAGE ' ' �'���'��� �'�' '�'I" ° / - / (SEE FLIN POR SIB.AT DOUBLE INTOUOR ODOR CONVITON6 xA�e.v�^.i�-o� TEE fQ I / / I I 2s PROVIDE DEA,DDOLT AT TOP OF INACTIVE DOOR 0 AT DEN sN. IseV' 2.ALL 0ARA*e SMIACE DOOM TO BE HOLLOW CORE 1 3/6• �/� 00, 7 I / ♦ I I TH4oK ExtBUOlt*RASE.(BEE PLAN FOR S12U• APPROV e v " ''� 3 WO / .so 3. *ARA4E DOORSZO BBgF d=-�li.)B*IF W H f4lEL'TI:AR qq���� 4.FALL OR SI m AT DoIUBLo BURY I Sew TACK.(SIC P-L.W'S' I=iH O N TOP AIO BOTTOFIM�OFFNINAlTIVIf a cotl s beenn r etl U�TE O O U M Amo 05GTIONAL*A^VR / *070 SW 6AAAGE DOOR I 9.(@ PLAN,"onM SIZC7.AT DOIJBrE� 'I ^"'no e`to In• � DEADBOLT AT TOP AND S0T717M or I gencUesg Fermi tlin4 W W a p _ 6.BUILDER SHALL VBUFY W( T WMRrAfr THAT ALL Lr W.. M JL -------I __----- ___-I------------ ESCAPE OR RESCUE tlA i 2L70_ OPBUDLL AWE^OF S., e LLUI45 ; ae <M O I - ---- -- ----- OPENABLI MI*NTrn n fe 4 ■■. J NET CLEAR OPCiABLE e a UI bie W &- �U) /y■a AND HAVE A PINIeFID SILL metl o Iv. = 00 w B.N. ABOVE THE FL R OO (PER UD W.G.3 .4). NOT Lon. Umill A O THEM REpJIPM%41w S SHALL W BI4u*HT ar To THE 1M IDEATE � ii o N ATTENTION OF THE ARGHMTBGr. 0 S' 'i• C ,.VI EN THE OGGLPANGY SEPARATION BETY@N THE HOUSE AND f• '-s 0A44A4E to APPLim HORIZONTALLY,TI 6TT4U071U11i MLS•lSRSSUPPOPITINS THE SWARAI PROTECTED By THE! _ 1.5 EWVALEW FIRE-RBSISTANCE CON6TTgUGT (llBC OECD.302.2) 210, 4' ,• 6'-4' I•-1• If N'i• I'-6' O 50. FOOTAGE O FLOOR PLAN A Z "� SEE AOWeNOA POK Pw, FLOOR PLAN 20�8 e ecALe.vr••r-o• C Wal!PER GrVATON GARAGE 564 N OC W ............_... INDICATES EXTENT NOTE,MNISHM SdUAAE FOOTAGE CALCILAT*W o y rn POR 71A4 HOUSE VfM MADE SASW ON PLAN z �Cam. DIMdNONs ONLY AND MAY VN[Y!'1lOM M c0i r '11:i{ea1!ai"ei°ei FMISIID S6YARI FOOTAGE OF THE HOUSE A°SALT. m O PLAN POR HBORTM. mc UTILITY LEGEND d/ $1- SU PACE MOUNTED CEIUNG U6HT FIXTURE } TT�F: WO RIG4!8 S LISHT FIXTUM l 1 14 SP 6 AN61NG u6Hr FIXTURE q q q 4 C U } VP. R 5CeSSED L149W FIXTU M MV VAPOPPROOF LEIS COVR (SMI AT HYDROMASSA6E DATHTUD6) AA:FAO yip WALL MQMTED U6NT FIXTURE LOCATION 720V.DUEL YV �• o WF. N!O• DISCOralCr WALL MOIMTZD SGONOG LISHr w A SUIPAG!MOUNT®FLUORESCENT FIXTURE/UNVWt CABOWT L16MT FIXTURE Gz]] PLUSH MOUNTED STAR TREAD u6NT. 4 4 4 4 4 4 4 4 4 4 4 II 5 �SMTC4Sm�LT=1'r EQINJBT FMl m MAS eR FOOMMSm WMINNAMOK LI6Hr/MXHAU0T PAN, LIVING II SWITCHCNTROU�C T u M BATH BE OOM )f� RECESSm COMDIHATION M*W S'T PAN/MATM U LLI�T / SWITCH GONTROLLm/ f�. 120V DUPLEX Cowvlm ICE REClTTAGLE SC MON 220 240V WHOLE CCNVE IeWe RECEPTA Le Q 4 4 4 4 4 4 4 4 4 4 V2 120V DUPLEX CONVME C REGfTTAGLE, r] NOT SWITCH GONTROLLm,In HOT {SG 120V dJADPLEX CONVE4OW-C RECO"AC M 12OV,DUPLEX GONJEfLENGE RECEPTACLE IMMOW (INGL INSIDE GADPlT OK ADOVE AT CWLINS). U IaT HP. 12OV,Y'CATIRRPR00P DUPLEX CONVM104CE `t" �� \ DINING I it I R C4"rr GLE KI I \ ! II =1* 12OV,OWCUMD FAULT CIRCUIT-INTMMQUPTER(6MV) DUPLEX GONVE OW-a REGEPTAru R ° F7 ,.I ' ' s1.6• BEDROOM 2 =M: rv. 12OV,WEATHIMM000P 6tl..1.DUPLEX CONVOMM-E ` •� x 0 1 / L— / II / RECEPTACLE D®ICATw co~rM OUTI^Sr tl v A� � W A. ` 120V PLOOK TYPE DUPLEX RECEPTACLE,YVGOVER � SINGLE POLE LI6M WI T SWITCH �-- I/ Z'+4L1 Tv � TFREE-WAY LIOHr SYUTGH Y.1 n f ) < FGYIR-WAY LI6FfT SYYTGFI V W 9 HALL \ I I — �(y�— � -f�D 31N6LE POLL LI6FIT SWITGN MV DIMMat CONTROL -� /. 0 I"fALL \'\ } Q PH. TELEPHOM JACK ------- TV. TELEVISION ANTEN4A/CABLE JACK I-- __� ------- -T- II BEDROOM 3 p F i _ PARLOR / i i / I I I II � PUSH WITCH � I R CHIMS OR 6Ah6E .� DOOR OPMM I ¢ •Q DOOR CMM E P - EN RY Dt�N/OPT. i AU II ^„, TlatMowmr,VEUPY LOCATION WIrH HEAnN6 a 8 8 BEDROOSM 4 I� _ L-== ' _a i ; ; 1 B�DRM. 4 N a--1 ITT a m F AT OPT I I / Leo Oj JiManoN DOX,WITH COVER oR ADAPTOR AS Z mixvlpwzp _j U g 1 8 v SMOKE ALARM,ICDO APPROVED,CZLIN6 ZOL m N. /] \ - MOUNTED,HARD WIRED AND YV DATTOW DAGKUP 04 1 I/2 I/J PIS. I �r taT O 110T \ T \ © GEUN6 MW JUN6'nON BOX MTM GOVIM OR J=1 Q S no \ --------- O ADAFTolt AS REQIIRm I I w.P. 1 •� O LIGHTED ADDRESS SIGN MSML.E PROM STREET) (LOW V0LTA6U TIED TO PHOTOGdL z PORCH VAGUJM LOGAnON. II AT C.L6. AT cLe. STIR Our FOR M=GATED CIRCUIT FOR VACUUM SYSTC4 a J✓ ------ ---- ----------- x CAS METER 20 AMP.MIN. \ S�- SECURITY SYSTEM MASTER MT r�,7 OPT, BEDROOM 4 \\ EI.EGTRIGAL K �S NOTED (FDI OR AREA DRAN(AD), o W GARAGE Q� AT DEN \ SCRVIGE PANEL [ ROOF DRAIN(RV) /A W ppRR \ TIMER 1•AT10N61, w, w N SS MD MO DIDD(MD) � W _o FOR PE IMINTOISSU E VED =O, X gfrn �0N � HOSE MW YYTH SHUT OPP VA- T}� &ASSOcI TF NC. O O �( BY E I U a \ p �--} FUEL OAS OUTLET(F6)These plena have DA J m In n r••� \ C applicable cotlea been revlewetl for a �y \ herebY 8rantetl enol ordinance. tlh ranee to tM wW W Co A ---_____ LO'D6E KEY VALVE(Iil/bval by all to Issue a bufltlln ut rizatlon la 4D 'U \-i applicable Clfy agenciaa, aT It Pantlin3 0 N Q v O \ \ ---------------------- Thal V YVAMM STUD OUT anon a plans hall notl" It basetl o, 3a cc T 09 cc cc of atruetl ro (� CL ap authority to violate or�o Permits Pre a P'Mloabla .0 NOTES: cotlae shall bavalitl. ancelthe prov p 8iva � I ionaros of ouch Sfs ELEVATIONS FOR EXACT 1. MEGIIANGAL VENTILATION POR TOILEr C4X4aARTMERD AND Q LOCATION OF L16NTm DATNROONIS SMALL SIE C SILE APA OF PROVIDING S AM SB•ADD SI C 0446E3 REM HOUR G.B.G.1203.3. /yt 2. PROVIDE LISTED NON-REMOVADLE TYPE DAGK FLOW W PPWV1%M0M OGVWE AT ALL MOSS 111I8D6. G.P.G.603.4.9. O S. SMOMIRS AND TU01-914 MlR C4MINHAT10M SMALL DE PRiOVIDm W/INDIVIDUAL CONTROL VALVES OF THE PRESSUtE DALMCC OR THE TI!'RMOOTATIC MIXING Q VALVE TYPE.G.P.G.420. UTILITY PLAN �z c� 4. GAT S RG 6 WIRING 9 .w xAL 1/4•-1'-0^ S. /4tC-FAULT GIRWIT INTEItlWPTEt3 AItE TG DE ,/�/ USm AT All eeDRooM ItEGEPTAfiLE3 '... x 0cl N ■ ...� r W o � �G W 7� Q 4 4 444444 �� as 4444 <<<<1jj:All �a o \ry orv+TOFAMILY w 4 $ J- ioollel eACE YM AA" _ �a•cuc � �� �� r-�Eue �<� �� �-ewe i�� �a•cue �.o• ►�� � � A Ilk LILA- vetdrr vearr •� veurr •f veRtrr vaarr .� KITGFEN STAMARD O"ON COL. Ovm NOTE: CABINET ELEVATIONS ARE SC 4EMATIG ONLY - SEE SHOP DRAWINGS BY CABINET MFb. a "r-= �' z I ,,y� �ll ` i Y ;• ,C t_____II_ __� I/ \tl/ ♦I O I/t -/to ; 4� MASTER BATH BATH Z LAUNDRY 0 o o APPROV v NOTE: SCOTT FAZEKAS 81i ISSUq E �o MOUNT ALL SHOWER Terse ASSO'I E INC. O N a Plana have been r OA O Oj U j hereb granted antl Ce, dh ante ro th m Vin a HEAD' AT T. PPlicabla cotles eviewed I. o ABOVE TiJB/SHOWER aPProY to issu ordiran uth •w,cl F PAN. (DRAIN INLET) TAe vt by efl ePPBcabe City agenctes9 ar 't rPandl� ' �w� M lasuance ' C�O `_, •PProvel of these granting of a N Q V O Permit or Plans shall not per It ased on codes or.,din. rd nano anY violation pDe CO struetl to LAJIf� N 9 r Y to v101aI.or ogn Kermit prast as PPoic-bf. cc O att be v cc alid, the 9ive cc) N provi ion of such � QM W O II— x CL o y J z o% lu m U L O SECTION NOTES I. FASCIA BOARD.SEE E LJATION. O 2.SARbC B BOARD.SW ELEVATION. 60 0 3.EXPvxv RAPIER TAILS. 4.ROORNG MATERIAL,11115IM TO ROOF FLAW NOTES. 12 11111111111111111111111016.OC316rW WOOD ROOF TRUSSES. 2 U 04 4 T.HEM STAND MISSES. a a a a �J�9 P� U RUS6 6.GIRDER T . 4 4.2X ROOF RAFTERS. I O.2x ROOF JOISTS. s I I .2X GCILIN6 JOISTS. 12.RIDGE 1110ARDA3EAM. 6 Is.FLUSH SEAM. MOPPED,14.MOPPED,SCAM. 2 Is.HEADERER q 16.tX OV 2X TOP PLATE AT NON-SCARING WALL. TOP FELT. RT• 17.DOUBLE 2X TOP PLATE AT EXTERR W IO A SCARING ALLS. G 1 16.2X FLOOR JOISTS. $ 14.DCSI6Fm FLOOR TRIY_6ES. aaaa a a a a a a a IT 42 4T 43 IS 211 .0.1.PLASHNS ROOF TO WALL) S TYP, 2 2.G.I.FLASHING AND SADDLE/CRICKET. 23.CXP06ED SCAM. q MASTER 2-3 2x SOLE!FLATS Z< r 36 r 2S.2X P.T.D.P.SILL PLATE. BEDROOM BEDROOM 2 BEDROOM 3 GARAGE 26.2X4 STUDS. 27.294 C 1UPPEI.M. 26,2X CEILING FURRING. 24.2X BLOCKING. 50.2x6 STUDS, g PIK FLR TAs'. 31 .PONY WAI1.SEE PLAN MRHl16HT. aaaa a a a a a a a f s2.BAJ.LOON!'RMID WIJ13.SGC STIgJCTUNL FRMtI"FLANS, Ii ST1tlJGTURAL GALCULATONS AN7 6!!lItAL NOTC6. 53. 0)2X STAIR STMN111ER3. 34.PLYWOOD TREADS AND RISERS. 3S.MOM STAIR FRA ms W/PLYWOOD TREADS. s6.RIP 2X DCC.K JOISTS FOR 1/4'PER FOOT SLOPS. al.CLASTOMCtIG DCGKIMG OVER PLYWOOD SUBFLOOR. SECTION C INGTAL LIMP TO M''"JFAGTUIGR'6'PE`IFIGATIONS. 36.2X MAIL SPACED'DCGICING,. SCALE.1/1'•r-o' SIR.GNG ORET!FLOOR SLAB. 40.36'H 16H 6UARORAJL FM G.D.G.SOH. 4 1 .34'-36'H1614 HANDRAIL ABOVE NOSING PER G.D.G.100S.3.3.6. 42.FIBEREA.TT INSULATION-SCC CH MOY COMPLIANCE SHEET. 43.2-LAYERS"'TYPE W GYP.W.FIRE SEPARATION AT CEILING. a 44.PIPE SEPARATION SETVIEN HOUSE t GARAGE TO BC q O WE"TIF E'X'GYP.DP.W/"GOOLCR NNLS AT T'O.G. 4S.PIRG SEPARATION SCTHM 2ND.PLR.t GAR.GL6.AND WALLS SUPPOIRTING 2NP PLR TO BE"'TYPE'X'GYP.SD. 40.0/6'TYPE'X'GYP.BD.UN OM STAIRS AT ENCLOSED, G 12 VOCABLE SPADE.6d COOLER NA LS AT 7'O.G. ry 41.S/6'6YPU'1 S WALL DOMED 'yO 4 46.1/2'GYPSUM WALL SOARS r•1 4-1.EXTERIOR MNISH,REFER TO ELEVATIONS. SO.CXTEtJOR SOR'IT(SEE ELEVATION). S 1 .SFG.F,I/2'GYP.SOARS OVER 3/6'PLYWOOD. ,ATTIC F.A.U. NOTES q w TOP PLT. 2 TGP FELT. 9 I. RIRHIAGE SHALL SC LISTED FOR INSTALLATION IN ATTIC OK IN •77 A RJRI{ CE CD SPA . prl 2. FUtNAI.0 SHALL BE LISTED FOR USE ON COMEIISTIDLE PLOORING. � 2 3. ATTIC OPENING AND PMSIACVbhY SHALL BE LAME ZKOUiHH FOR RE•IOVAL OF FUlNAGC. LIVING KITCHEN PARLOR r 4. PROVIDE MINIMUM 24'yRDC SOLID GONTINVOVO FLOOR FOR C FA11SA MAY. S. �SHALL SC NOT MORE THAN 20 FT.FROM ATTIC g U g PIH.PIJC 6 F FRONT UN COJIPPL'NT. LEVEL V40W SPACE OP 30'x 30'MIN. PI N.PLR T. VENT THROUSH ROOF A MIK OF S FT.MOVE THE MOH9 5T VENT i S DOLLAR V"C44 IT SERVES. N ` 1 8 U a'• MAOJA.C.E INSTALLATION SHALL t•tEEf ALL LISTED GLEARANGCS. Z cc p 4. RAISE PLATFORM AND PASGA OMAY FL OOK SUIRCAENTLY SO INSULATION BENEATH WILL NOT BE C,OhTRCSSCD. SECTION B GENERAL SECTION NOTES SCALE:1/4••f-O• w L• 1. 14115PER TO STRUCTURAL 15NGI1E!R6 DRAPUNGS,DETAILS AND f� NOTES FOR IHrORMATION NOT SHOM HERE. 2. RSCR TO TRUES DRAWNGS FOR IN'ORMATION NOT SHOM HOW. S. SECTIONS RCFLCGT M'A'ELEVATION U.N.O. 4. ROOF SLOPC(S)AND OVERHAN6(S)MAY VARY 17R ELEVATION O RC!•Et TO THE ROOP NOTES AND ROOF PLANS AT CAGN ELEVATION FOR MORE INECIOR 4ATIOK O N ym N �L_LlON APPROVE 50" FOR PERMIT ISS UANCE BY rn N SCOTT FAZEKAS&ASSOCIATES, O ¢u1 These plane have DATE J m w n a aPpllceDle cotlas been reviewed for ad W a el MID T�PLT• hereby granted to Issue rtlinance. Autno 1 P to the /L/� approval by all applicable City agenPbuil�B Perm P otllnS U c'I _,<_ O The leauane or J Permit orof,,,a.elnnen pail no, i all �'p M PPrZ codas or hority ortlinance. NeVlolatlon of theoa 1r°A to A by J CM Zee shall pav bte or can eel the Provlalona 1, ,I� i` O S KITCHEN DINING BA. 2 HAL BEDROOM 2 of u h - G 0 IH W SECTION A SCALE.1/4'•I-0- r W U OC ELEVATION/ROOF NOTES 1 n L 3N6 FMKW ME DETA �I""0°IL. Gj 4 S. x E)aoSED RArTM TAILS PV SHAPED END6,SM DETAIL. Tl_ __la_ i N G ONATE M TAT`!E MY/rK,ED.FRAMER Q __ 4. RX7MIOR PLAWER OVM PAPER BACICED AM WSM.S. N 6. NVC�OA TJGGO YM,EH� LOADkM FLAMM SOFFIT'0/ . 0 X (XXXHPWP LATH. Kill a I I T, E)CTO[IOR SNDIM6,SQ EXTmtwm FINISHED NOT=. I I 1 I TYP, D. GCTOMIOR GRADE FLYYHOOD SOPFNr. 1 I •1. TONSUE-AHCOROOVE SOFFIT. AREA-I S 10.SPICED x VERTICAL Y40OD TRIM AT)W OZ.OVC! I D.I I I E)CJOlIOR MMADE PLYWOOD OR MVIO. 11. EWOSED YIOOD Comm TRIM,SQ EXT.FlMHM NOTES. I ` 1 31 AT OPT. 13. EXTMIM 6RAOE rLYP100D OR MD.O.BOARD. I 1 .1 la. WOOD LATTICE 0/EXPOSED PLYWOOD OR M.D.O.BOARD.-suaim q 1 14.FOAM T K SEE ELEVATIOM FOR 9= j M j LINE N16 14 ,� Is EXPOSED AOQP TWAK 1100 ELEVATION FOR SIZE. i Q 16.BALT-W ZRVED'PLYWOOD TRIMM OR MDA.BOARD. I ® ® © 3 ® ® I IT.FIXED SMftTERIN SBE ELEVATION MR SIZE. 1 I I ROOF LINE SQ DE of < le•PorsNaF, TAIL 4 4 4 4 4 4 4 4 4 I 1 AT OFT. I I - 1 Q•PROVIDE 0.1.FLAMM"AT ALL E -0110D WOOD TRIM. 1 RIDIE I I 30. CONTIN101A 0.1.EXTERIOR PLASTER SCREW,SQ DETAIL. I I j I r�` 3 J. . P• 33. 6.1.FLASN6 NI AM /GRIGIGEr. I. 6 p 311• APPROVIEP MPOPLA49 AGT�SMlCIAP R YV SPARK ARRESTOR FRDM - >• 34. MASOIRY V'EN®IM. 3S. TH*41W MASOYR.Y V000R. r * T4 i I 3 19 36. SYNT40716 STONE VDmR W.B.O.I XXXXX I 1 D.1 I I S T • TYF. DJ 3 -SHAPED MW CORD,SBE DETAIL, a a a a a a a a a a 27 I y _ 1 R.T.* I a D 3 TOF FLT. 30 x YWo-Oom P10ST9w. � I i TOP I - - - - - - - - --1 ' a0. MANUPII.TURED COLLNM. SHAPED ENDS. 93. PPlEGAM COWONETT/TRIM,SEE DETAL. --------------------T 1 ; i SS.DECORATIVE r/J.SE TILE VENTS SEE ELEV FOR LOCATIOM.1 1 1 a4. MErK RAILIW,INS!OCT L W • T F µ AT D 4 SS. OOD ITIVEM6,SEE DETA R IL. � a6, DE�ECOR�pAIVEITM ME�TAL,�SpS�DpE,TSIJ�L��,� Fr tr t [F� I•X4' 14 a �' 31' I.OGATION,D?TM AHO SIZE OF NWSHlD��OM WNo. gg1 I ' I r iSi I'X4• aS. 6.1.SGREOED,I LOI/JERED IdIA"eHC ewer I I , D.1 SSE SEVATION FOR YEW SIZE AIO LOGATIOW(Sm•REQ'D. co I ATTIC VENTILATION CHART FOR MO INFORMATIOIC In a•1. RE 0.1.SGREEHEP"OOF•AIR VENT.(S!G M5WHwED ATTIC ION XT ^ TA,c. 40.DEGOARAA R k LOCALOWT�BONEDW. ,.+Q 1 1 ..77 41•6VERIFIED. 43, i.l.DNEIMTO! 4'>v' 49. LIOMED ADDRESS 940K 44.LIP!OP INTMIM Cell-N6 OR INTERIOR WILL. 49. P252014CAL TL�Rhld,GORROSNON REDIMAN'T, 46. 0.1.PIESLCT PM COLOR GOAT GHWYE. •;�� ROOF PLAN I-A FRONT ELEVATION I-A EXTERIOR FINISHES xue vrr-o• SQ �I S{„I .cA�e w••ro• ALL EXPOSED PLYY'IOOD TO BE EXTERIOR SRADE. W ALL EXPOSED P4000 TRIM,FLYMOD,2HUrT *FMTAM CORE"TO ED RESAWN.U.N.O. ba PO RAD ROOF PLAN NOTES o j INDICATM 4,13 SLOPE UHLES6 NOTED OTHERWISE ON m oW Z Z DETAIL A TYFlGN.ROortme To BE COME.b'TILE Fg & S POM4 C 0PWM NT.G. •EAALE*OOP TILE' I LD,O.S M 4660 OR APPROVED BCZJM- ,L.I§�.JI 0. j TYPICAL ROOF O',O'M~AT RAKE CONOIH.E T'ION TO ED 13' Z W lL USS NOTED OTHES'ISE ON ROOF FLAN. O UNLESS NOTED OTElPYSE am ROOF PLAIT TY"CA4.ROOF 01M*~AT CAVE ITON To EE 13• 2�J1 mE d REQUIRED ATTIC VENTILATION a w (LEZ< -meM. ' o !AT VSNRILAnoN CALOLAmw PER CD,C.SECTION ISOSD (N ATM MEA MdUAM ME p m DNID!w BY 900 MC MILTIFLY K I"TO C V.G TE T!TOTAL c"Vwc TOTAL REFER TO BASIC PLAN FOR NY'Y 2 TO Offff TM T MIEN wl I�:om~AMP LCK NOTES, DIMENSIONS, AND .*•AREA DIVIDED WY 150 Oo"No I.OW vN*TMVS MOT RbmlRED) (w TOTAL SmwNE PVC+ S Or Ner rRR VBRILATINO AJm^PROVIDED yi INFORMATION NOT SHOWN n AMA Pon vacr) ME) �� rT1i HERE (D)TOTAL Sawa 1402d or MIT rRQ VEHTILATM IRlA PROVIDED ° BY ROOF AR VSMS.MS sae IL OF FI!MBA MIN.EACH V 0 0.HMI Yom U.LOW vow 0 0 TorAL Gaom INGIO or wr FlRe%IDMLATM ARBI.PROVIDED (n c � SPY IAOER EAVE VET 9WOCIC6.(n so.IM OF FIM MIM QIAOW o BAY k'oI a 0)TOTAL SmMRE lHomm or N!r 6 A,Sr� S$ E O N a N a OCiq TEs I C O ppU I Q M W here pla o J T > he Plicabte sc ave been revie I)ATC IILAN Arro my vo J Yauapp 'asue y �i lUri i th• �w� M 'IA' �nRr eenw ae RJ Ix1 Vel nC°OR� N it *a 8 an rn' J Z;;) O /VISA-I 76o2 �o ww.Ae Pod. a aLU h ww�� 3 to co�RBNY Ho vloletece. No Perm�o of the ash oft cd to = OD VY/ PPCL h91J«valid. Pr Pancel Jhe P oviaJona of 9i � � O B NOTES' o 1.NET P"M VCTIN6 AREA PROVIDED BY EAGM VENT IS BASED ON A WMW VCR SIZE ANO PRS AREAS.FIELD 10MR-r THAT THE MSIMM 11EmNRED VI TINE'A6 LISTED,MOVE!PROV VUP PIHEHC FAZE VIDTIM FOR INDMDUAL VENT!H DIFFERENT THAN MOVE. 3.ALL VCR OPEIN"SHALL ED WYMED PV 1/4'CORROSION SmS HmNTAW FETAL MESA.(IF MOM 16 LESS THAN V4•THEN THE NET PPa YeRnHO AREA OF VENT KW BE IMGREAMW TO ALLOW O FOR REDUCED AIR FLOWJ S.FRAMER SWLL ED PEEPN BILE Pon 000RDINAT'M YV TM" HTR.TO ACOOHMIODATE ALL ATTIC VWM 4.ALL VENM SWILL M INSTALLED SO M TO HAKE THEM 0 VOVATH�AHD PALL MOUNTED LCVVOM6 SMALL WE GBALMg AND FLIM M YOM,40ISTDr IN TH!SN•E WJ94M PRISCA%MW $� W FOP!W11OO'H INMALLATIONS. iG ,/III S.AM I IDS AFFRbdED II0F MA N DAYy._�BIMTLEN YI AD VOT BH MM © .' AM LIMED P~'. ROOF A II4Y+6 Hemeo To FREM YEW NOLSS 5G` Y`S rROM 1111046 SI.00I®B1'PM ILATION. 6.�"VWTM 1#APART S'-O'VORIO.V.DNTN4OE .. ,. VoRm FROVIDE ACCd AM VETILATION PROM CALIPOIWA MAMW ARSV m 8 r W TO AD.Yt.ER ATTIC SPACd.IlWFM TO STIIUfRWL ORAP@IN FOR //��/� FOR LlATHNM POWWATIONS. 9' it O �+ In V IWU m<<<< t � 8 31 39 AT OFM J Ff h--- 14 1=VIA. yl-------- aTI a a a a a a a a Z•X4.O/ 2,xw AT Orr. I I I I TMr• I 1 2 y I I I I I iii I I _ I ryw. Tirp.Tyr. I a a a a a a TOP rLT. I TOP rLT. TOr rLT. �— — M TOP rLT.. I I I I I I I I I T 4 14 T T M. I r ► I I TF 1� fQ�j^ a LLyy I I rIN,rLll PIK M-M rK PUL 1 _ rlTl r1.R — — — —— ————— — — M. TIT. I] I] W D.4 D•4 /pylf V REAR I-A LEFT I-A w W g � g Z66 I I TMr I I = I I I I I I I I I .�T Is,DIA. O M M. p TOr rLT ROVED N TOP rL7. O - - - -- -- - -- - - - - - - - - - -- FORP O N SCOTi FAZEKAS li ISSUANCE IV, O rj<M $ASSOCIATES, aaaaJ = U T IJ W J 14 7Yr. aIo blle -Ode.a been re iewetl DATE m� /y�yl1� .T 1 P oval by elletlo ssu�ob�l�cer etlherenc to the 3 \■/ BOO `* aPplicaDle Qf, c.s.Pa�nmlta to is N Qv O �'-0• LEA a ossuan agencies. ^tl 8 ■y■ L *V) M P val a these 9rentin pf a i�ii /� O y/l�r/ otl If orr°tlpnance.I^Ysv o at on o Da oonshu tl n CL �N J r\ Guth ritY to violate ogi, ■ octle shyly No p rmlt PresumetlPpol ab —— JIM——— ——— — — — _ _ __ e valida r ace the provisions of u uc 12 aaa� D.4 M `C r RIGHT I-A W OV c o ~ k O U� 1 N� V 4444 Z�J�. V0 t———————————————————————————————————————————————————— 1�9 I I a II O I � / \ � 4444 444444 I II II I LIVING it MASTER j M BATH BEDROOM I it I I II O I II clo r it aAeeT I 444 444444 I I I --�I I��� DINING I i aLN­ BEDROOM 2KIT I I� qp _ F:: T ------- - ------------ --- =�-fir ---------- f� I L---- i----i O -r -------- i I a I I i ; HALL � ------ i-� a BEDROOM 3 I -T PARLOR i i I i iL II I ENTRY DEN / I I zim x � Za6 N CIL W. / PORCH • I / / I 0 GARAGE j C APPROVED ON SCOTT FOR PERMIT ISSUANCE By AZEKAS&ASSOc1A7ES,t O V=i rn The N se plans have bee DATE J O O U in applica in ble cotles n reviewetl/or i aPP ov"11a/grenietl to issue adinance. Authorlt t fhe J mL+�.l't p k .� --- I The IssuanolePplicable City agen asA Permit It �. ` �/ �0O Ft ------ ----------- a or A 5 — ——————— ——— approval l of these renting all a Plans sh 'of bell �y�e�/�/ Q� co odest or approve any v oration W O Codes or ordinance be constr tl T 3 In eutno,, to No Permit of the aPPI e i O cotles shall bevolate or cancel Iryt Prasumetl to A alld. Provisions pt GI i�L 2 J N s• •-s• s. �.y 2'-0' 61-4' 2'-0' 6'-4' 4• q' 6'-4• 1'-II' 161-W 1'-6•L Ill TO BASIC PLAN Mom NOTl6,DI1410410N6,AND INMWMATION NOT OHM r6 Mom 90'O• `O r I FLOOR PLAN ADDENDUM BSCALE 1/4- 0� g�mF ca W o5 UJ W O Um ''".''". ELEVATION/ROOF NOTES I 1] 2. 2x• SARtSF SEE DETAIL. 2YH• FASCIA,SQ DCTNL S. x KWOOM RAFTER TNLO YV SHAPW ODS,SM DETNL. i__ ____ ___-�____�y3____�3____]O____�3_ __may ___; NOTE . GD ALL ORDINAPT T141N O'E MA YSPACM.PRAMM 1 Y I 4. EXTOtlOR PLASTER OVER PAPER DA44QW MINIM M MHS. � < 0.(1)COAT STUCCO SYSTEM IZSO.0•)N.LATH. V I U T/F. 1.EXTIDt ES 1OR SIDIN6,SM EXI'MOR PINWHED NOT . aaa 1 1 I S.EXTWVOR SRAM PLYWOOD SOITIT. i j D.I 4. TdYI!-AM-GROOVE SOFFIT. 1 I 10.SPAGm x VOlTIGAL WOOD TRIM AT)W O.C.OVat I I I. MWORIM WOOD COMER TRIM,SEE OCT.FINISH NOTED. 1 I SNLDiw ]II AT OFT. IS. WOOD LATTICEC FO O/EXPOsm PLYWOOD OOR�A.BOARD. Q 14 FOAM TVIUK SO: .tdATION R SM j M I' 16 EG-Vbm WOOD TVIUM,PL Y40 dNATON FOR f1ZL. aaa aaaaaa ray I•. SUILTiJP'GUtVID'PLYWOOD TRIM OR MDA.BOARD. �FI ROOF UHM )W O/ i < 1T. FIXED SWPISRS,SCC ELEVATION FOR SIZE. pD0c I AT OFL I Ib•POTM .F a ,SM DETAIL I I q•PROVIDE 0.1.PLASNIHS AT ALL EXPOSED WOOD TRIM. I 1 20.CONTINUOUS 0.1.EMO IOR PLA.6TER SCR®,SEC OCTNL. 21.0.1.PLASHIM6 ROOF TO WALL 1 I I 22.0.1.FLASHINS AND SADDLE/CRICKET. 29.APPROVm TSRMNNATION GAP PV SPARK AMMTCR FROM 1 -- • PMtcPL.A.t'.E MN'IJPAG7IRER. 1 M. .T TYP• 24. W.*AO RY V 540M t M 4 I , ] 2S. Tm*os T HbASO'RY Vem! 1\II D•I S T • M• 21. WI WOO SWIPED FOAM GOIm01-MW DETAIL. aaa a 20' sww D GORSO_,See DErNL a a a a a Pi TOP PET. I - - - - - -n - - - - - - TOP T' L. EXP MI OSED WOOD SE NTH SHAPED ENDS. I I r= __ 1_ _ _ _T I-~A 1%m1jw GOLUhM. 1_____________________T 82.PRECAST GOITOHNICT/TRIM,SM OCTAL. SS. DMOORATNE PALM TILE VENTa SW SEV.FOR LOCATION. { I z I s 34. METAL RNLINS,SIM DCTNL 1 I SS. WOOD RNLI",SQ MTNL. ♦__ETi____FJ.____E3____I e iX4 ,W. 7, T• SS. DECORATIVE H'ErAL,SEE DCTSNJL O,Cy pN�pR 'I Y ST. TI�Q/ DEPTH NpOF FINYSImAnOPEl11". I I 19R•Y D.I + Db. 0.1.SGI®m S LOV'/ERCD"OASLE END VEHT, SON ATTIC,VO LILAATION O C 0 T FOaR DOPE I AND NFORMATION. TIMON RC@fl. Q SQ.0.1.901100 M VV!M I TION CHART FOR MORE INrORMAT,OH). {Z' 'ROOF NR VENT.(SQ REMIRW ATM � •••0.. 40. DECORATTVE(FALSlJ VefT/LOUVERED BOARD,SM ________!_____ ___ I M. ELEVATION FOR SIZE AHD LOCATION. ---------+ T M 41. 0.1.dUrMt MD 00"OROUTS,LAYOUT TO W FIOD ,s VIMRIPIRD. . gryµ• 42. 0.1.ON IRTM 43. LIOWED ADDRESS SION. 44. LINE OF INTERIOR CCILI"OR IMBR10R WALL 'y 45.t-LOGAT B ACICIM PANG-,GO1110090H RESISTANT, Ol l. ROOF PLAN I-8 FTR/�ON�T1 J� ELEVATION I-8 4ExTER oCL FINISHEs SICK!ViP _O" 11 r\L I Tl I�L/�� fGAL!V4•.I'4• V J Q ALL EXPOSED PLYWOOD TO SE E)Cf1LRlOR GRAM. QO ALL CXrOSSD WOOD TRIM,PLYWOOD,SHU11ER8,roDTAND GORSES TO M MRSAW.UNA. 6a s� 21 ROOF PLAN NOTES m o INDICATED 4.12 SLOPE UNLAW NDTW OTHBR NM ON PLAN. 5 Z g 8 TYPIGN.ROOPI"TO Be C-0m.W TILE .E.ASLE ROOF nLE• I.GDA.•ER 4600 OR APPROVE?EpIAL a TYPICAL ROOF O 1 RHA+W AT RAKE CONDITION TO SC W Z 1y UYLMO NOTED OT►ERMW ON R O PROOF FLAK Rm9 g 1 UNLESS NOTE?OTINCRMW ON ROOF FL+ML ON TO ZE 12• d eSS REQUIRED ATTIC VENTILATION J�ZOpspq. o3 o A T10N GV.CIA.AT10►M FMG.S.G.SECTION WS . W ATTIC MIEA(SffMAM 1'ZETI. M VMM W MY 500 MD MULTIPLY by 144 TO&ALCILATE M TOTAL REFER TO 5A51 G PLAN FOR RI•PUPPIRIP NET"M Veal"ARGA IN S011NARM INC IS.DIVIDE TOTAL BY 2 TO per THIN Wr FIRSN VEmM•RRN SIRSD INOTM AM MD WK NOTES, D I MEN51 ON5, AND )I -AMAA DMPM b\' 190 64"AM LOPI`MTV NOr RBUMRW) (W TOTAL somm I11Ce ES a IR FRQ vISR1LATIW AREA FROVIDIs INFORMATION NOT 51-+OWN A ® N��SX KOF VeNT HERE (0)T7TAL 116MA RM INCHES OF MT FIRM VOYTILA"O AweA FRONDW BY ROOF AN VMTS.("tm.K OF PRHIIR AREA MIN SAC44 MDM W NO•HNOHI VENT©.LOW VOW 0 00 .7 W TOTAL SMARE INCHES or HET FIB VWMLATM ARIA FRO.ADfD CD CO) ST U M GAVE VERT MCC"42 S0.M.Or FIC MEA MUN.BACK) 4N L ,�.,N (F)TOTAL SMAM INCHES Q NET F RH= •V�I,Tp�y�SAY � W O 0 N �L COS 1TFAZE ISSUANCE O V)�N �, KAS ASSOCIATES,I TT� U LO These plans hoe D i m W^ IL• PLAN B ebYl ante`snd o ren e I ((�a ' �uja IL V�w vdFi�°° Ce1te n al S �S "D- aa PTJ IHu IIrdLdkk W i '9 W L a� O AREMI 2002 aria to wA IM a 1O` w" J o (� *O M cotle a en a const n authorifyrto vtlinence. No Y v'c rtl;i on of the O .� to coCL cq cotles shall be val tolahe or cancel Ih�e provisions o Hsu Is 9 NOTES h I.NET FRS VDNTI"AREA PROVIDED BY ZACH VOW 16 SAMM ON ASGUI D YOM SIZE Ai ND PR AOMAO.HELD VEEFI'THAT M � t4MM M IMWRW VEWINS"AS LISTED,DOVE 0 PROVIDED MICH FROM VO.TINS FOR INDIVIDUAL VENTS S ON44 W THAN AMW VE. 2.ALL V1W OPONNNSS SHALL SE COVERED YV 1/4•COIRRODION NY RESISTANT METAL MESH.OF HIMH IS LCM THAN 1/4'THEM THE Pal REPLIOlD AM!AMWJ A OF VENT MUST M INCRZ"W TO N.LOYI O S.PRAMEt SHALL ME RESPOHSELE FOR GOORDINATI"YV TRUSS MFR TO A ,"40DATE ALL ATTIC VMS 4.ALL VENTS SHALL SC INSTALLED SO AS TO MVIQ TH W 0 MEARER-PROOF MD 1,41N1 t- U LOVNERS SMALL W AND MA MID NTH 14011ITOW IN THE SME MAAN M PRO CRIBM Lu FOR MINDOW INSTALLATIONS. ca 6 PROVIDE APPRDVT'S IHISIN.ATION TAIL tS.M'FLESJ Y•aRN VeR M.0O0S 4c 1 MQ IMm MlfYml IROOP RRMNNIS MEHSefs TO FlReve:r veer HOLMFRDM MS"BLOCKED BY SYlLAT10/. •.AioveRAVEMI"vNAMNT"HIMMUM s'-W IVVI N.DI•TANce W 1.PROVIDE ACCSSS AND VENTLATIM FROM cAUFORwA FRMlDTO A#EM r MIRM W FOR,*I TmrTNN"APPeE RRAn�IIQet To S'fRIC.TWL ORAYYWS 1'OR R m ii o o Z"Ij�69 aaaa R • V 21 AT o . 14 J,______ tl aaaa as aaaaa 2 0 I ATT I OrT. M �J I A � I I ltij 14•X24' I I 3+4 I � 1 — — T M TIM_1 I TIOP RT. I TOP RT. TOP RT. — — ! ' I _j _—_ aaaa a a a a a a a M. )— TOP R.T. I I I I I I Tyr. 14 M• + —+ T 14x 4I:======*x x x 1�1 h I l l q FlK 1'LR --- _ __ ___ _ _ _ _ _ _ _ _ _ _ _ __ _ __ __ _ I MK RR rlKFLFL I I - lr _ —— — _ ——_— — I'__ — ---r _ ______ __ __ ___ 12 - rIN.rLR D.4 D.4 p V REAR I-B LEFT I-B cn � 9GAL!V4••r-O• xnt.e I/�'•I'•O' y9p� _ II Z U g� 3 0 1 I 2 I I I I I I I I ^ 90 14•X24' O 14 I'X4' T1T. O f- {-3 y 3 °' 'o TOP RT. TOP R APPROVED j O a — — — — — — — —— — ——— ——————— — —— — — —— ——— — — ———— — — — — — — — — — ——— � PERNI7 ISSUAN O IA OI�COTT F EKAS 8 AS N SOCIq S,INC. 0 Q Ih W These U I a Q Plans have DAT J t lyµ• aPDNcable een reviews m t� o cotles entl tl for a her attttt� W a Fr i µ 7YR he eel gbrantetl to ssue atlbuil ce. A ih nce to the W W.-,aPPro ization M T 1 Y e11 eP ble Cit tlinp rm is (�O The Y agencies, Pantlinp I=/1 Z issuance or Q Q s( aPProval of th rantin 66a Permit or., ese laps 9 of a Per It shall not asetl to T 0 O cotles LU or Prove nY violation obi on PlIca to i A '0 authority to violate N0 Permit preen a Plicable ir` pip oatlea cm sha11 be valy, r cancel the provls a to give O 5 T.O.G. _ _ — _— — — — _ - -__ _ —_ —— FmL XLR n h 12 D.4 0 RIGHT I-B c x.Le v�•.Io• $ W ash O y o Irl W z ■ J r o i R .r�tE bi QQ o N 4444 1———————————————————————————————————————————————————— I I a lk r� I it ,,xr .x,% I 4444 444444 it cD LIVING it MASTER j M BATH BEDROOM I II I II O I it IN CLO I II cLoeeT I I II O � � � I 4444 4444444 I I I I I I�Ifpr�i -=�1 � l- I _ DINING it I I ' Oil I , QIL_11 KIT=HEN II "i BEDROOM 2 \ I QO �— d O it 10 --- li ------- — -------------- --- �=err ---------- i � ' I I i i HALL � I #- PARLOR ' ' r ?L it BEDROOM 3 I I I I I I I I ENTRY i��A DEN I i erg. s I I ZO.-VH l i i PORCH � � �------------�------------ I GARAGE I ———————— I I I I c APPROVED 3 W ~p FOR PERMIT IS OAN E SCOTT FAZEKAS 8 ASS O I I y OCIA ES INC. J O p U M W a P e Plans have been r DAT J hereb able cotles antl evisu.-ep fore m W n Q� ePProvYe1 DY all edp cableue etlbuiltlirnAA th nce to the ------� ---------_— eP li ization IY aaa>a g. — —— 10 ——————I———— ——— Perm'val of these Brant"18 sot napes. r t Penpl� W J Q k1 0 °r aPh. plans shall not be I' aseo PA 3�Ov MM cotles or ortlinanceanY violation Pt t on trued q = w evthorit A O W shallb violets or CanCBirmlt presu ea Plicable 0. pip N Y to velitl, the provls �O ..h O na of suoA y 'i• y 3. Q T-0• I TC I T 1'�4• I'-11' N/'i• 1'-1• Iarwit TO OAlIG PLAN MR � NOTIS O1NCV om,AMP M W-O. INPOPWATION NOT SHOM iY mom 70'C O FLOOR PLAN ADDENDUM r r W m r W o � ELEVATION/ROOF NOTES I. 2M6 PAbGIA,SR DETARL O Tr'P.rIP. 2. 2x6 SAPM.S ONTNL. I tl S. x N�TOSED RAPTeI TAILS W SHAPED ENOD,SQ DETAIL. W 6 .I o �Gpp IM1�!Y1TH T�YJl6!wl►Q1�.Y 6rK.lD.Flt.Mdt W I 6. N�A 9TV000 SYSTW ILDo MAMW XKX>O= v.TK a 4 4 a �J'/a t``' cpi SP EXTOWK NDIN•,!S EMERIOR FINMNlB NOTES. ExmtlOR ORADE PLYYIOOO SOTIT. 1 I 1 I T TYr. 10. 6PAGED x VERTICAL WOODTRIM AT)OC OL.OVER 1 1 Ur C'TettIOR 6RAQ PLYWOOD OR M.P.O.BOARDD. 1 2 1 ` p C)•'OSED YIOOD r:OR!!R TRIM,SED EXT.MHMH NOTES, p„ 1 I IS, r'IOOD JLATTIG!O/!wO>�PLYW0M 0EDR�.O.BOARD.14. WLa AT OFT. Is. ro9WOSED WOOD TRIM,SEB ELEVATION FOR SIZE. j I LRIL NO 16. BUIL-r-W Y.URVED'PLYWOOD TRIM opt D .BOARD. 1 rrP. 1 ___ ,, n. n,®SNJnettS,SS ELEVATION POK SIZE. 4 4 4 4 4 4 4 4 4 4 4 tI h IS SRr • POTSHMP, DETAIL® ___® ® 4 ® 1 ROr7P LIF! 2•x4.O/ __ I < 2'XIW I I 20. oWn4AOM b.l gXroniolt FLASTIR!GR®,SEE DETAIL I 6 j AT OFT. I 1 1 21. bJ.PLASMIN6 ROOF TO WALL. RIP" j I 21 D 22. 0.1.PLAS~AND SADDLE/C tV-4=. 2S. �TAR. W SPARKMREDTIR I I I i 2X4 24. MAS IW VENOM j M. ; I 7-4 16 25. THIN-wr MASOWWY VVNBM y I 26. BYNTHLMV OTOM !et ILDA.• xXrooc VL? I D I I Tyr. I� 2 2•. SNIITED WOOL GORBd.SEE DETAIL 1-4 1 I S T • 2Q. x WOOD POSTfBJ. 4444 444444 11 YI TOP PLT. SO. EXPOSED V40CM BEAM"SNVPED EMS. TOP PLT. 1 - !I MARtJPAGTUlED GOLJJNRNI. Y TI L. I M rfr. S2. PRECAST GOPPONENr/TRIM,SEE DETAIL. 1 _ __ __ ___ 99. DBOORATNE FALSE TILE VENTS SEE ELLS.POR LOCATION. I a4. SWAB."LINO,SEE DETAIL. ____________________ 1 j d 1 S I 1 I 12x4 IS 2X4 • N 27(4 1S It T Sb. pBG01lATNG METAL 6M DETAIL- -1 I 1 j ` �; R AT DR gl. Ex}�npdRi,}L,S�ERN�,��S�p,EV �1pN�qt i I IK< 14 LOC.A DRTM SIZE OP FINISIID OPR/lw. +--�-_--�-- � I I�r B6. b.I.x.R�m R LawemD•bAel.E eo 7-( D' ATTIGNVCITrILAT10N GIVRRT MR MORE IWONAATIOW Rm'D. a B Sq. b�l.nS��'FOR MORE IN OORMATIOW. ATTIC CJ I JII�I� © I PAL. 40. OBCORATNE IPAL17EI verr/LOUVERED BOND,SG . F 1 - - - - - - - ELEVATION Pae•911C ARD LOGATIGK 1 - 1 -- - - - - -- 4 1. bVJ. PMn-Wt Arc Da'1tlPOVTS,LAYOUT TO BE FISD I I b W 24 42. &1.DNERTM +•________. Df 49. LWI ED ADDREM Slip C� MM. 44. LINE rx INTOtIOR r.;ElLlw OR INTERIOR,WALL lot 46' VdS1 LOCATION AM•PM6•CORROSION RESISTNeT, -C 4EXTERIOR FINIS EH S TR� ROOF PLAN FRONT ELEVATION ,u,=1„�.� I-C .n I T 101V�.L. ALL e�voeED PLYWooD To Be cxTeaoR sRAR7e sc, a va••r-rr ALL e>'so6ED WOOD TRIM1,PLYWOOD,SMl1•IERS,PD6 CORBELS To Sc RESAr'N.V". TYPICAL SIDIw TO OC, W >Q verNLO oa � �Tw►LrRBONDS �� II yr CEDNtL LAP I><IDIw O V4•X 12'PIBelTECT ROOF PLAN NOTES %; 0 INDICATES 4.12 SLOPE UIiESS NOTED OTHORP480 8 V i' ON PLAN. 6 g TYPICAL ROOPIw To BC CONE.FLAT nLE r Q 1 Gq •EAALE ROOF TILE' ILD.0.•ER 4"0 OR APPROVED EGLIAL CL � •tea{ T. TYPICAL ROOF OVISIDW S AT NO-"GOIOITION TO BE 12• Z�IL UNLESS NOTED OT/M*W ON ROOF PLML V R1 TYPICAL ROOP OVEW.M*AT RAVE C400MON TO BE W <♦-w UNLESS NOTED OrlewpYSE ON Roof PL.ML �" C REQUIRED ATTIC VENTILATION ww TIG ATTIC VeeTLATION CALOLATIOW PER GDL.SECTION 19053 AS POLLONO- (A)ArM AREA MAIA RZ MW ItEDRI1RED wrPRQ VQR1W AAEAK laAMR IHG1e.DMDE TOTAL TOTAL REFER TO 8A51 G PLAN FOR RC.rr 2 To SET Tr!wr Pm vlomm Imm"D BOTH Nrw No LCK •A DIVIDED By 150 Al16ll ARD LOW veenmo mar RDommoO) NOTES, DIMENSIONS, AND (w R7T'AL samMAR INIGie oP MEr rRm vs+"u`TTM•ARICA PRwIDED or INFORMATION NOT 5HO WN BY*A"AREA rm z w vern a UM.*A O1e 1 OV I r PRQ ARaRA FOIL BAGS VlMi) ®.bABLE END veer p HERE ro�TOTAL•a►N!brae or N!r PREe vemLATNR•Al EA Pnoe1DED W Be R NR oar VlMS.IS 66L IK or PRR AREA pmEACH VB+T) 00 q �r.Nll•H VeR©.LOW VENT rn (PJ TOTAL 6•LvwR IMOIe or Ner FRR VlR1LATN•AREA PROVIDED AA� BY UIORR SAVE VBeT SI.rOCK6.A2 60.IN.of rRW AREA"M CAPW W 0•VENT JiP BAY 3: r O R7 cl 1L (F) rAL SaI RaE OWIe OP MET FRM c BY EKAS 8 ASSOCIA7 ,1 O Q ^Uri •PPI ca lane nave Wean r Th SATE J m L6 r p A D G a v 9rar®,y to is to'n nca Aut on a ro tba �0N"a� I�LAAI �6aD 4e�r al by all a bl It soon is Z O M WIG• vreenw ve+r>}he atxasaa51B4f+i endino 166.RJ!M.Iltl Rd rw n.a tllr]A7Hp I eea 'Pe ba ad W ca ON B NIBArI 2aO2 .v ton .' 1 oa ordinance. ryO °anon of the st ctl ro Op O euthorlty to violate Permit p +abp 6� oodea shell be yaot,, or cancel the presum t 91W r O B provisl ••Mt 40 MOTlSA 1.Taer PRee veerTw AREA PRowARE BY EACA4MELD Veer r BA T T E Q AbSUF�veer SIZE ND FReE NtIR/b.PIaD vetlPY nLAr TT•e B■ MWM1M•RBOrIRBD ViWrF 'AS LISTED ABOVE IS PROVIDED mm VeLTINS MR INONIOLP L%INM to DIPPEReeT THM A krIlr- M wr mm verenw AREA OP VENT MJST BE micmNASED TD ALLOW Q FOR REDUCED AIR PLOW) S.P'R/M 01GEDA1 INAnw W TTYISS VIM TO 4.A"VWX SMALL BE INSTALLED SO A6 TO MNRGR TMe•1 cm tu WIIATHER-PROOF ND rM1ALL MOUNTED IAWe�6 SHALL BE B'YBw+/ AND PLANED r4TH•MOIYTDP•IN TM SAME MA16lR PResGR1BED Pat VANOOW INSTALLATTO D S.PROVIDE APPRov®INNLATTOM DAR•r IBNPTIJECtI MNR veer BLOGwoc PAi or+� BL�oGIQ2"OOBr '��`•To PRevetr vtrr MOLEa �x W 6.LOGATE NO"VWM W"W14"S'-O•VERTKrAL DISTNIOR ■ J ABOVE RAVE%IWM ,.PROVIDE AGGl6.ARO VT6erLAr10N PROM GALMOIrWtA PRAMm ARGAS Q m TD AD.MGeIT ATTIC fPAte.11!!'iR T'O•I1OrTYtL DRAR6NW FOR Faa 6NeATNw PelIRATION6• CGS f 1 T�S�J O 0 aaaa Z�j,9 �,CF' U J Q aaaa aaaaaaa l� I Ij•�µ•�� I 1 ATT O OPle I I T. ------------ _ IOVAL � I 1•• TT. 1 _ 1•r��-{4��4��1 I I TOP R.T. TOP MT. TOP PLT. _ M. TOr Mr. aaaa a a a a a a a I 1 I I I I I * � 6 Tyr• 14 I r Typ.r �� Z I YY ZZ J� I I r }WIf{ PIN RJC ————— ———— — — — — —— ——— —— — — — — — —————— — — —— — PIN.R.R PIN.MA ——— —————— — ———— — — — — — — _ _ — ——— ———1 PIN.M AL——— M. M. 11 D.4 D.4 U REAR I—C LEFT C—M V4'•r-0' 46KC I/4'•I'-0' p '• W Q<O: � s GO !1________1♦ 4 AT M, T 1 1 f> 2 14*xw 9p OVAL n � 'A � o V/ m °� ~_o TOP R.T. TOP~T' APpgO u) Qg ————— — — — — —— — — — —— ———— - PI — — — — —— — —— — ——— — — — — — — FOR PERMIT �O1a — — BY SC AZEKgS IS CI E O ppLO TT F &ASS S.INC. J = J U p These plans revi m w M ' 2 µ "al" tlea been ewetlno q W herenc } 1 aPP oval y PMd to Issue adtiulnat ( ance pliceble Ci 9 9 omit Pentlirp ■ ■ L a r The Isau ' Ne an W approval o/( or granfln9 0l TT 3 N Permit o r a sa Plana Shall a er II base icc OJ Cotlea PP oVe enY Vlol;.-nU be COn d an W 3 euthorlty ro rdi ance. NP I'on r 1 s(ruetl to 00cm < cooea.he a(e or canCel'rhe P ea eatlPPQic�bl� TA:G. RN.PL1C — — — — —— — — — — — — —— — ————————— ——— —————— as of Such I] ka 1 O RIGHT I—Ctu o ® � Cl) ca LU aN r _1 m W o � NOTES sao• bra t��t �'y INDICATES DROP IN SLAD MW MrAIU VIMPY MINIMLM POIINDATION DEPTH,WDTM,RWWOIlU INS 9 U S-IO• STEM AND SOILS IMPORTr .ItPAN°IVC SOIL KISWIR -Mlrb aaaa 7 a Q'� U r GONG.STOOP I AT OPT.OR6. Goat AG FAv T- ------I LacA�Tlaat 7� I I SroOP e i REFER TO STRUCTURAL �{ �w ENGINEERING DRAWINGS a aArPT. FOR INFORMATION NOT SHOWN HERE 444 444444a a FOR HAR050APE INFORMATION REFER TO O O LANDSCAPE PLANS aaaa a a a a a a a Qc OF VAAOM FROVIDe c-oNwT uNom AT Y/ATm SLID FOR 11LM GOIINi ilt CLOSET ELEGT1tIGAL or rpom 00 IL— .fA a OO m O I I I 0 T tt I i--a I ---I xjj R 8 E• mF. 36"so' S tt '•� ~ 7_ � U q V ? QZ18 a STOOP J R. Q ;, O e w �k1{ PORZA 4• b �1'-Y ta•-lo• O F e Y i 0 n o Y � y F�APPRO VED W L,o No SCOTT FOR PERMIT ISSUgNC AZEKgS$ASSOCIAT O E N m'~ i�hese I J O V rj Plana have been reviewetl Dior ad re ce = aPPllcable cotles is t--t grant atl to antl ortlinance. q❑ to the J aPPllcabl.Ci a builtling pe or anon g 1--1 The bYee City agencha, colt Pestling =Z0 approval of these granting Ct a Qi O permit Plans shall Pbemc b eo oa �+O S'YIIDE CPdea °r approve anY violetiono of the ns uetl to = W authorlt r ortlinance. No Permit aP Ilcebh pOPlf•. a0 `_ YrALK Codes shag bavvepdte or cancel the prov®I o giva a seo/1 r o 0 ago• e•-4• 21.0• ew s• e•-s• I,aP I°v 1'•e• � EAZVONDA FOR AV Pm G.11T/AT1oN. 41 SLAB INTERFACE PLAN A t B r co SCALE.I/1••r-O' © r.., Z o�� NOTES o (——{ U 7� INDIGATC DROP IN�LA6(3�DCTAIU O O VGRIr1'MWMI.MI PgIIOATION DRTM,WIDTH,POMMOR41NO yOy� SF•E" w�n+e�Daoll"DD1�leT1ON�`ole.e�ANelve eol�ROWI 04INTS Q 4 4 REFER TO STRUCTURAL A ENGINEERING DRAWIN65 FOR INFORMATION NOT aaaa aaaaaaa SHOWN HERE as FOR HARDSCAPE INFORMATION REFER TO LANDSCAPE PLANS a Q a Q a a a a a a a I --- tt : �Q S —— Lrok"DE T7e rTs.POI MMOMW VN411111111%T1T. CONE i pvmc+4 tt tt —1 o W 0 Xw � 8 WALK Zz �1 V (L 21'W "'-W 0 ea.o• (term TO C,sir-PLAN POR NOTI,DIMB+SIONS,AND C INrORMATION NOT 31WYfl SLAB INTERFACE ADDENDUM eCALC 1 0 O ca FOR PER 41T/ISSCUq CC W ~O a O Ln SCOTT FAZEKAS 8 Ai SDCI O N 01 N The.-. TE,INC. J O p U n W These plans have D 2 > ePPh.reh°eb been J o PP o y 0 entetle o Ind rortl nance� dh a zaa tot m J F. vel by ell apPli°sble Clty age Cog ut It ce Pendiry 3 � 2Z� the leauan ar ePProval o/ °f gran tin NQ� Q cotlest or r ova erns shall of pbe It eaed ee N -of h °r ordinance. Y violation of °p st,uad ro = c O0 PotlBa ehY to vlolete or ce Permit press ee Plicaby ` m be lou. nceI the Provi ■ oo cm oo on of suq c ra `O r �z r W ku W x m r lu 0 FLOOR PLAN NOTES 1.3Y GLEANR RErmemATiOR BRACE.FLUMd FOR WATER SUPPLY. ¢ �J OLL 2'-0• 6'-4• ,'-2' w'-10' VERIK MOTH AND DEPTH IF MALT-IN RSRI*ERATOR < :1 2.PANTRY.See INTERIOR ELEVATIONS. 0 U _______ _____________ S.30'9LIDG-IN RANG!-ONIN GOT'OINATON Y'V NILT-IN HOOD, N '< 4'0' 4'1' S'-0' 1'-I 2'6' 6'-0' S.-S. S'-0' S'-0' 3LT LINT 1 F.41 VENT TO OUTSIDE AR). 2 O NINT TO OUT SIDE AtW LEE or OPT. 4.36'GOOKTOF W/METAL NOOD YT/LI*HT s PAN �J 9 �' B OIxK ASV. C D S.+36'GOOKTOP VV DOrlDRAFT PAN VENT TO OUTSIDE AIR). a a a a tP U X. X. X. 6.MNTGT OKTOPT�SIr� dl�ILr-INN DaJ�RIu AN 1.XX•DOUBLE OVER. S.BUILT-IN MIGROrVNE. .OPTIONIAL TRASH COMPACTOR OPT.so OPT.11' ) 10.OPTIONAL RECYCLE DIN. - -- ----- -------- --------- ------ - 11.S'-0'TUB/SHOVER VV WATER RESISTANT MWNSGOT TO 12' ■1 1 4O%!L. 405i fTENrJ 4090 SL tte.rJ 305E rs. 605E aL. 005E Ps. ABOVE DRAIN U.N.O.PROVIDE SHOVM CURTAIN ROD U.N.O. Q 12. eT IHOMCR PAN.SEEPLAN FOR SITE.TILE TO 72' Above ABOVE DRAM R SH U' IS.Above ILT M U IH. SdC PLAN FOR IIQ.nLt TO T2• � ABOVE DRAIN uxo. AA I � \ r K' 14.60'X 42'OVAL TUB VV GERAMla M TILE WNSGOT.PROVIDE a a a a a a a a a a a jl 4 12 I NHOTOR AGCE6e PANEL AT OPnONAL SPA/M'DR00-ASSA4E I BATHTUBS.VERIFY SIZE AND LAGATION Or ACCESS PANEL. 1 K, II I IS.SHATTERPROOF 61A66 6HIOrER ENCLOSURE. 15 I 16.SNOrIR SEAT.SCc PLAN NOR HE*Hr. I " la• § MASTER IT.LOAM CABINET. SEC INTERIOR ELEVATIONS. Y I LIVING ►jl � I ^ I 16.(b)EpUALLY BRACED SHELVES. aLli.cL*. -it n M. BATH r_-=_ BEDROOM I 1-1.r�u.eA VENT To O MDe AIR W4. d. _ -1•CLA. T-I•CL.*. I 20.WM D'VENT TO OUTSIDE AIR d I I I 4 2 I.COMBUSTION AIR OP AM E�AM VW OR AIR 6RI�b OOP! 1 II PyLK N I DUCT AS SHOWN ON HGATRI*PLAN AS RWV FOR PAM.ONLY. ? I jI TM' O O I N emiFlF.0.A~r�iveslc�o.a VENT CONNBQr*4 roOR POL aaaa aaaaaaa w I M yT • 63 Nj 22.14•X 16•0.1 IGRCBiD•L.OLUVERED COMBUSTION AIR V@IT. 1+ �O e'er• LI 23.3'VIA,BAOIRM PIPE 36'HN*HF rV MIN.12'EMBEDMENT. 11P 51-W 2'-4' 9V' W S --- DELL. s P. �1 24.TEMrCRATUIE 6 PRESSURE RELIEF VALVE. �gT 25.14'x 6'OARA6C EXHAUST VENT,SGR@HE'D AND LOUVERED. fl I = 26.DRYER VENT(MAX.14 R.LENSTH INGLLDIN*(2)NNp DOORQ i1 i ^ I t S'-10• 2'-0' 10'-,• I it ELBOM.FM 21.PROVIDE WATER' PC4TE FOR WASHER. CIA. I 26.*AS DRYERS INSTALLED IN A*ARA*C MOOT BE ELEVATED SO TNAT nL.oT'e IwrGles BMURS AHc HEAnms ELEMENTS AM �! ! A MNMAH OF 10'ABO�%C THE BOOR LNEL. aaappp 1 2-R.PROVIDE SMUTTY PAN VV BRAN 98MATH WISHER I - OPT. g I I� p• n DINING 11 � I 91.2NW K^TUP WALL. 31.PONY WALL.IQ FLIdt FOR HEIGHT. OL.O. F II I1 32.BALLOON FRAMED WALLS.SEE STRU:TIRAL FRAMIHS PLANE,`y .PLUHPIN*KWIC DROP FROM ABOVEr ADa1OVEN =1( + 64 ` O I M $5.FkU 1N AMe- PROVIDE FANEL PER CD4.30'X 30"ArnC,A1c4S3 PANEL..6 K HENI T BLH1 4 lBEDROOM 2 1 q (OR MR G.M4.,OD).PROVIDE FUEL.*AS,LINT AND SWTGH.Fow u.6. _ N I ,e jT O 41 = 36.R�AI m^HEARTH�isE6 ARCHEIRM am rLrLm Pon.See MANUFACTURED Box s2z. c 'y 4-4• -0 42 T1TI B'y`t 9 T 63 • Q1 s7.AFFLIANGC FIREPLACE.PROVIDE P.*.(VER1rY B-VEHT EXITN* (L+1 - _ iKl� MID TERMIINATION mamiREMICNTS) I�o22.OR 0, rt A• Z I 35 + I A 36.ELECTRICAL SERVICE PANEL.(SEE UTILIrr PLAN). u 40.3366 HION�OUARDRAL PER CJSZ.SO,. •�� (��L____ __ _I 4 I6R 41.94'-3D'V66N kANDRAL ABOVE N06RN PER GAO.100333E F7 p4 42.NE IL POST, • I �� I 40 T-1.6 43.2-LAYERS"'TYPE'X'*TT.BD.FIRE IlF.ION AT CEI IN*. V J CL0. I 2660 I 44.FIRE SEPARATION BETYIEN HOUSE 6 6AKA&E TO Be 114 O O W-I' I I 5/O'TYPE'X'*YP.BD,VV Od COOLER NALS AT T'04. 4'-0• N-W 3'-2• 4'-IO• 10'-0•. V-10' 3'-10• -4 I'-4• 10'-4' 'f 45.FIRE GePARATION BCTHM 2ND.PLR 4 EAR GL6.AND HALE n 1* q 16 9 HALL ill 46.S/6'KALLSSTY2E'X'&YP O RTSTAJM AT EicL e� FR PI'-0•s GL*. 3* f oI UWABI.E BRAGS.6d COOLER NALA AT T'Oa. 41.LINE OF CRIPPLE WALL ABOVE. p _ n I _ _ '� - - - - I_ iiiLLL 7 46.PLAT SOFFIT.SEC PLAN MR HEI41NT. .r Fi ,L IT jt PARLOR ' ' Ls_ pT 1 1BEDROOM 3 I = S0:LLINE OF O1r.�I�N,TeRLOR EILV.Oe PL AN roR xaC. P •. I W-F_ I94. 51.SHE.F.See PLAN FOR HEIONT. --i I 52.*LASS ELOGK. Q W-W53.DIIGTCHLASGVERITYW/KV.A.GIII 1II S4.PROCESSED WMNOIA CEILINS.SEE PWOK PLAN FOR 9la'Ado Za ` +� NN�� I SS.LINE SEE O uSYYNTHETITY FILMC,STOW VIEH@ER.f ELEVI.nQI i i = I i I Saw C4_0. '� BEORMPT i X-4 + I Xa ri I '�� O ,•-1•Gl.*. T I 56.LIT O•MASONRY VQQ1C ELL'=ELEVATION POR Pl16Hr.SEC \�64• I I SLAD INTIONPACE PLAN FOR TOO PTO.RETURN DII.EMSION65r.LINE OF.2'rWNSGOT.SE!ELEVATION FOR ME*Hr,44 \ 44 56.LINE O•PWNSGOr KMW.SEE ELEVATION FOR HEI*HT.See L I U ISLAB INTERFACE PLAN FOR MORE IN P0IJIMATIOR ZruN 21 � \ 2w6 I 60.LIL E Orr EX OF�TE IORR ISALC W OLVE MORON D) LAwRNL.See EE ELAEnV.MMOR SPEC. Q~1 OOPEN dUARP A I-9 JHHtPftAdL A"K_IINNTERPINIPIAATTR KAJWHEWN-IT. OR MAN CANNOT PPASOFSUCH TLROU*N.PER E.D.G.So,T A�O 4'IN DIAMETER l 61.PROVIDE DECK DRAWS)W(OVERPLOW.PROVIDE BUILT-UP d+ w S'{• 3'-11• 2'i• 7�1' 2'-2' I' ' 44 b'-1� 2'-0• 2b• 10'-4\ 1 DEC HO MATERIAL BEHIND DRAIN M SO TO DIVERT WATER S. AWAY FROM CORNEIWW. f I / \ as 62.IO'T10WEL EAR-NOT.54•ABOVE PIN.PLR I PORCH i I -2 �, \ , b I I a 6 63.24•rOYC.BAR-HET.SW Above PIN.FLUE I 64.TOILET PAPER HOLDER-HET.24'Above PIN.PLR CL*. I / // \ \ I 65.IIOV OUTLET FOR IRRI*ATION GL.OGK. 1 �"44. 66.*AS MOTOR LOCATION.SEE UTILITY PLAN.GENERAL PLAN NOTES OPT. BEDROO2 / ° / I GARAGE 1 I.ALL INTERIOR size) To BE HI LE TNT GORE I s/O'T.E. ITIO / - / (SQ FLAN FOR SIZE).TO DOUBLE INTIStlOR DOOR GOADIT . Imm r TOP OF lwl^crrve DOOR. AT DEN ecALe�v,^ r-� �. // // I I 2.PROVIDE AwA*E'ERVICEI E Doom TO BE HOL.Low GORE 1 aro• 0 THICK EXTERIOR*RAVE.(SEE FLAN FOR SIM. /// / / 1 •� S SELF GLASINNo ANDALL HOUSE TO*�r16HT Fi rrNs°(SDI I�P,g Hw-a Eno 4.ALL SM. T DOU TO BE SOLID 13/D �CE O)N TOR'IZU.AT DOUBLE ENTRY IDS DEADBOL IATE TOP AAD BOTTOM EONfCF1lNAGnve i J 0 g�n A0T0 0011T10NAL OAR OR / 16070 SEC OARAbE DOOR 1 S.(900!0 NOR SIZEf.AT *P��°�atln . m n,- DEADBOLT AT TOF AND a b ^ce. Auth Eli 1.1p 1� 1.,I N IM 6.BWLDER SHALL VERITY rV ' Perr Ina; LW.�O ESCAPE on RESCUE KNOOW3 •ew�e1 Mw co OPENABL.E AREA OF 5.1 .arµ V)Q v 0 I - ---- -- -- ----- OPEHADLE HEI*HT DINHIBNNON PnHRIt HET CLEAR OPENAOL D WIDTH "e Llp co as Pn W al- N • w 6Q AND NAVE A FMISIim SILL 4FIMN he P!i ablo = N/ O_1 CdV. ABOVE THE FLODR.(HER UDO. YII NYlfc auma IP A THEM RDWIN EFONT'S SHALL W BIROU6HT THE I IRbviaion of C� � Ili O N ATTONnOI Cr THE ARCNTBCT. 1.WHEN THE OGCUPIANCY SEPARATION BETY'@N THE MOUSE AdP C 3' '-S• 6ARA*E 16 APPI.1�HORIZONTALLY,TE 6TRUGTUlAL MeM THE 30"AA.Nb THE SEPARATION Corn OE nom.FqtoT d 7ED 6Y 30 24Y 014• 2'-O' D'-4• 4• W-4• 1•-11• 16'i• 14►• B6UIVALET FIRE-Il1615TA!!GE GON6TRUC.TON.L1AC SSG.302.?) 41111111111 5D'-0 50, FOOTAGE F FIRST FLOOR �L3 ID SECOND FLOOR 362 Z FIRST FLOOR P PLAN FLOOR P L A4A4A4 TEE ADDE~DA FOR PLAN TOTAL �4'f 5 N y SCALE fir•r-O' CHU+N*E PER ELEVATION. GARAGE 564 � Iv = s MOM I,Nl1lD sawwe raOrAse cAcuAmONe W INDICATES EXTENT FOR TIRE HOUSEWBRO MADE 61I*OD ON PLAN G vi:. ._'m•!" orPOT'SHELP OR DIMONN LP ON6 ONLY A MAY VARY PROM THE z O LL� W C.O gi!i7 ii?i�inia PPERODR GL*.SEE FINISHED*MARE POOTAM OF THE HOM AS SINLT. � _- I PLAN FO HCI*Hr(SJ. lir i FLOOR PLAN NOTES �s 1.S,'CLBAR M rMOS ATOR SPA.'L ft"FM WATER SUPPLY. s IT-*, IS'�• N40' VERIFY MDTH AND DEPrN IF BWLT-IN R�RI6ERATC- b� rrO ------- ------- -------------- 2.PARRY.SEE INTERIOR ELEVATIONS. W T-W T-,' S.SO'SLIDE-IN orSE-OVEN GOMD(NATION W BUILT-IN HOOD, N U U u .N"aka e°e »er ix.i6 I �BLI666MT S PAN NaIT TO OUTSIO!ANU. Ze Ic I B 4 NRFTGTO�OVTSWDE AW). HOOD VV LIONT$PAN �J7 tP�O U IS'�• r° e�`Kp¢r ix.r C D S.96'GOOKTOP NV OOPINP APT PAN(VENT TO OUTSIDE AIR,. 4 4 4 4 6.SO'GOOICTOP(DROP-IHU YV METAL MOOD W/LIONT•PAN T�1• T'-,• NENT TO OUTSIDE AIU W/SO'EINLT-M OVEN fbGOMU. 7.XX'DOUBLE OVEN. S.IIINLT-IN MICROWAVE, OP OPT. D CK el.OPTIONAL TRASHCOWAOTOR T. DECK 10.OPTIONAL RECYCLE BM. y I I.S'-O'TUO/SMOYlR VV WATER RESISTANT WAINSCOT To'12" 61 ABOVE DAWN UNO.PROVIDE SHOVER CURTAN ROD U.N.O. Q orI L 12.ABAO•E DO N U SEE PAN S PLAN roR am.TOLE ro'a, I S.HAND BUILT TILE SHOVER.SQ PLAN FOR SIZE.TOLE TO'12' tY I I I I I 14. 0 2 OVMSTUD ry GeMwWc TILE rwNxoT.PROVIDE 4 4 4 4 4 4 4 4 4 4 4 I I 1 I I I MOTOR ACCESS PANEL AT OPTIONAL SPA/HYDROMASSAM - I I I n I BATHTUBS.VERIFY SIZE APO LOCATION OF ACCESS PANEL. I I IS.SHAT78WPROOF OLAss SHOPIEW Er,LOS1AeE. I 16.SH0►'eR SEAT.SQ PLAN POK HEOW ryF I ie (WA N6�E�An°N 'BEDROOM 5 . INWLLY SP�SHELVES, I ,-1•CLt. 4 II. I 1-1.r.w.B•VEHFT TO ouTaIDE AR � I 20.WM B'VENT TO OUTSIDE AIR. 2 1.PROVIDE A 18'WON FO.PLATFORM Pon FNF on F.".PROVIDE GOFOUST'ION AR TOP AM BOTTOM AND RETURN AIR MILLS OR I II I I I DUCT AS fl+ M ON HEATINi PLAN AS RBQp MR I-AU.ONLY. I N li I i L�FT I F1,�� -1AMAGOMNERIPY IF I-AM.AM AM AM SIDE°s�G�"G ONE 4444 4444444 I � I 22. 4'X IS'W.SGRCIMP 6 LOVVEWD GOt- TION AIR VEN. 24. PE�PIPE a �� eewe+r.T0,1RTue 4 PP EeaEieE.l BA 2 2�.DI RTIIER V NAK 14 ALe�IINC.L�WINS(2)107 OWMW I 21.FRO•/10E WATER•WASTE FOR WA MOIL S, 26.6M DRYERS INSTALLED IN A 6ARA6E MUST Be ELEVATE?W pr I Ne I in 5 ,S I I I A MINIMA Of'16'TABO�%E Tfe FLOOR LEVE-.NO E.E'eNT'S ARE p I I Ili I I I $ 2-R.PROVIDE SMIrTY PAN VV DRAIN BENEATH WASHER I SO.2x6 STUD WALL. is I I I 31 ..FONT WLL.SEE FLAN FOR MWWr. -12 BALLOON PRAMED WALLS.SEE STRU C TURAL PIRAINS PLANS,- SS PWMBINS WASTE DROP PROM ABOVE >~ s: LPER EG �.PROVIDE 30'X NGaASM�iR MG,06)- RNOVI s ,LIOHr AND SMTGH.LOIt pPr 36.METAL r11REPLIrGB.SEE MANJFAGTIRES SPEC.IFIGATIONS rdR SI S6' I I RNSm Hl/RTH REGNNREMeNTs.SEE PLAN P'pR BOX SIZE. I I '�,GI-61 I rRCnnx Fb.AND ICEY. xxxxX sT• � F - 2 _ AM APPLTIM41HANCE ATIONRmll�l7ZW&Vj!l ElI2"OM y ZA 36.eLBGTMCAL SERVICE PAM L.(OW UTILITY PLAtU.SIR.SKYLWW4r. br1 q O I I I O X• I + X• L 41 NEWEL POST.HANMA ABOVE DOVE NOSINS,PER G.D.L.IOO9-1$ZA R I I ^ 43.2-LAYERS WO'TYPE W GYP.W.FIRE SEPARATION AT CEIUN6. O 44.FIRE SEPARATION BEIYlEI/HOUSE i GARAGE TO W op4 N TO I WS'TYPE'X'GYP.BD.W 6d GG�OLE!NAILS r- PEN AT T'O S pLp� S 5 ( O TO I S j 45.FIRE SEPARATION BETYIEN 2ND.FLR R A BA GLG.AND I I r T I I eeL.ow I T wAI.J..6>lKPPORnHN6 2ND Ft.IR TO BE WO'TYPE'X'6'CP.W. ♦ I I I r r I I I r 461.uKA�or GRIP ..E wrl L ABOVE. �p TT O.C. 46.FLAT SOFFIT.SEE PLAN FOR MIGHT. µZ< µ126 - 162� -V.- SO.LIE!OF FLOOR ABOVE .�---F -- - -- --- 1626 1 ---- -A 4-1.ARG MD H SOFFIT.SEE INTERIOR ELEV.OR PLAN Pon SPEC. S2 5 1.SHELF.SS PLAN FOR Il16NT. 52.OLA46 BLOCK. Z z 5S.DUCT CHV36 VERIFY YV H.V.A.G.DRAMN63. 54.RBGESSm LMI UNOUS CEUNS.SEE FLOOR PLAN FOR SIZc AM SEE UTILITY PLAN PON ADDITIONAL INPORMATION. a 8 55.LINE OF SYNTHETIC STOW VENSWk SEC ELEVATW K X g 4'-0• S'-,' S-,' 4'-0• 5'-0' 2'�• 2'i' S'-!' 56.LSI 8 IN IRR AGE PLrW POR TOE�VAnRETUVi MRWIT.s 57.LINE OP-2'WAINSCOT.SCC ELEVATION FOR HE MT. IS'-6' IT-0' IS'!' S6.LINE OF PFANSGOT RURFR'6.SEC ELEVATION POIR ME6HT.SEE SLAM INTERPAC.E PLAN FOR MORE INFORMATION. CO y 1 S,.LIHE OP DE A DECORATIVE PORCH RLIN6.WM ELEVATION. O y ae id O 60.L1H!Or EXTERIOR SALCONY 6UARDRAJL.SR ELL1/.POR SPEC. TOP OF 6UARDRAL SHALL NOT BE LESS THAN 36'IN Hold Q 13Qf, OPEN GUARORAILs SFFA L L MAve INTERMEDIATE RAILS OR AN J() C �' ORNAMO/7AL PATTERN SNUC.11 THAT A Sr!!RE 4'IN DIAMl1'ER GANIOT PASS THROU6M.FER GDL.SO,.S. Q F F� '1 61•DECKING COCK VBE•NND DRAIN(Sd 30 O pmjV pEBUIFLLTT-W 0 AWAY PROM GoRIemm. O11 OFT, B D R M. 5/B A, 3 R 7 62.AD TOYG BAR-HOT.S4•MOVE FIN,PLR. 7Or q 63.24'rOOM-BAR-HS T.SW ABOVE FINK PUR. scw�e:vr-r-°• 64.TOILET PAPER HOLDER-HST.24'ABOVE FIN R PL AT LOFT 65.IIOV OUTLET FOR IRRIGATION CLOCK 66.6M M VINt LOCATION.SEE UTILITY FLAK GENERAL PLAN NOTES I.ALL INTERIOR DOORS TO BE HIOLLC609 GORE 1 3/6•nK UN.O. G ft=PLAN FOR SFZW'AT DOUBLE INTERIOR DOOR LONDITIONS � PROVIDE DEADISMT AT TOP OF INACTIVE DOOR 2.ALL BORNE SERVICE DOORS TD BE HOLLOW GORE I S/O' 0 THICK EXTERIOR*RAM(SEE PLAN FOR SIZE). b/R a)USE S.ALL MO To 6ARA6E DOORS To BE SOLID V X. 4. ENTRY DOORS TO BE SOLID �R 9/4"THWAG RM � VC, �,5 D' FOR SIM.AT DOUBLE QARY DOOR TAT T g N TOP AND sOTToM Or INACTIVE P Plan he INC. O 5.ALL EXTERIOR PIREFIGN DOORS TO PHcg a e b * /D r F J U (SEC PLAN FOR SIZE).AT DOUBLE I . 63 p DEADBOLT AT TOP AND BOTTOM Or I 7 asu aobu loin dr°izari ro J NUJ vi a Bar 6.BUILDER SHAD-Valle YV MNDOW 71JRtR `PI 9 e on y LaI� ESCAPE on PESCAE WRDOY'IS SNALM M NET GLCIR 'f P°ndigp =C7 O Co OPENAWX AREA OF S.T SGUAM relMl / �aB Zv NET ArA FOP NT DIMENSION iNolq�. R�Pe F W i J U) O NET GLGNR OPENABLE PRDTN DI 1),co based FA BM AND HAVE A FINISHED SILL ME I °/r e rrUBd A = O OJ W MOVE THIS FLOOR(PER UDC.510.4). {'iUL®IS Pres PPlicgyp THM RE9lIREM ah"SHALL Be BRoU611T TD THE IMFMFE7IA Prov,.o to 814 0000 N ATTENTION OP THE ARCHITECT. 01 PWR E C D '1.WHEN THE OCCIUPAY.Y S?ARATION BETHM THE HOUSE AHD i 6ARA6E IS APPLIED NORITONTA LY.THE STRUCTURAL MlMIERS X. SUPPOWMN6 THE SEPARATION SHALL BE TED DY Tle 5WIVA ONT FIRE-RE6ISTAFK.0 f.ONDTRl1CT10H.QJBC EEG.90 W Lu /ram Yr O SECOND FLOOR PLAN A CO o W r uj UTILITY LEGEND I� SURPAGE MOUNTED GEILIHHA LIANT FIXTURE J 6O -----------------------Y R5GE65ED LIAHT FIXTURE llllX���- NMNIN6 U*HT FIXTURE aaaa N2�j'8 �P'� CL) I F I I � VP. RO13OS6m LIAHHT FIXTURE YV/VMORPIR00F lENS Z GOVM (OM'V AT HYV1kOMASSA6C DATMTUDS) (c� I 1`Ey! I j WALL ALL MOUNTED LIAINT FIXTURE I L-0-ATION szor.wr.rV A,�I'�' TT wr. .to• I olScor+scr oPr. WALL MOUNTED SCOW-!LIAHT I on,q -_,_\/--./ PM.I/I nLTII/7 IrI I1I 1/LII I' I--V I.►.-=!I.j_—Yi,,_--. SRLERGPCAPCTO..-Iv LEN rL L40 R OD 6 G C NT FIX TIIRE /U D E R . L OT CABNET LIAHT MXTURC TWSH MOUID STAIR TREAD LI6HT. ROGESSD TRACTIONAL W E>0V6T PAN FESUMSED COMBINATION LI*WV-XF1AMT FA#4LMAS RLIVING BOOM SWTC44 CONTROLLED ReGE6es coHDNAnoN GOAST PAN/HEATER �BATH 6PUTCH CONTROLLD WAX N 120V PIPLEX CONVEMEW-O ROGOPTACLE "OO I* 220 24OV SINALE CCHVENIE E RECEPTACLE aa�aa a�4~a•aa aa xa[�a�Ia a/a rn1J aa aaa a � 1/ 120V DPLEX COWVENIEICO ROC?TAC4 HOr OMTC 4 CONTROLLED,1/2 NOT 120V 4VADPLEX CONVENECE RECPTACLE, 12OV,OUTX CONVGWEWCC RCCGPTAGLE BELOA V (1W-L INSIDE GAINNET OR ABOVE AT CaILINW. VF•ls6VV � vv. 12ov,"MATHERPRoor OUPLex CowmieNaDINING FLUOR 120V,AROUND FAULT CIRCUIT-INTERIRA"M(AEU) DUPLEX coNVENIENGO ROGOPTAGE IL BEDROOM 2 I . 12OV,YIATNOGDUPLEX GONVV�UEW-RIT RECOPYACLE - - I DEDICATED GOME oner ,TDwWI20V FLOOR TYPO OULEX RECEPTACLE,W/GOVER A 2 -/I N SINALE POLE LIANT SWTCH _L -I_ TREE-MAYLIAHTSKTGN P OUR-WAY LAIT 9VTGF SINALE POLE LIAWT SUTGN W/aim AL CONROL r ALL PH. TOLOPHOt JAOK N. TELMSION�A/CABLE vcc - __ BERROOM3 POOR u+1Me6 OR AARAx DOOR OPENER PARLOR AT I- DOOR C 0-105 i I II 8 'i ) TCRMO VOTY OGAToN/WTH EATNA EN RY DitN/OPT. I LAYOUT �F orBDROSM 4 BDRM. 4 TV. =_ ( AT O J.MTION DOA YUTH COVR OR ADAPTOR AS OTT• REWIRED U .7W7w grO SMOKE ALARM,IGBO AM-ROVED,C0LIN& Z T HD,HARD WIRW AD W BATTOtY DAGKP OT pT I�paSyv .,n a , , / \ © cEILINA TAN JAY,TIoN DOA MRTM-OVER opt _JN S a O _________ O o ADAPTOR AS REWIRED I I wr. • \\ '�" O LWWW ADDRESS SIAN M94BL E FROM STREET) (LOW VOLTAAD T1En To n OMOCaLL. z PORCH { VACWM LOGATION. O L---- ------"F---- ----------- 1 AT cw. AT cue. STUD cur Flow \ ,µ, cIRGUT FOR VAGWM SYSTEM 6AS METER 20 At4F.MIN. a \ 3LS..� SECURITY SYSTEM MASTER UNIT I�.1 OPT. BEDROOM 4 FLOOR DRAIN(TD)oft AREA DRAIN(AD), TO WALE-I/4 r-m EL.ECiTRIGAL qq o AS NOTED 0 AT DEN SERVICE:PALE m \ 46. �I ROOT DRAIN ARDJ !A `I/ TIM�KR 16ATON V� w` W H Q \ u� �--�-H16 HOSE OWES(H� SCO77 FOR PE PP O 1) N OOi N -IS 3UANCE � 040M dDD MTN SHUT oTT vAw fND/SOVJ FAZEKAS S OC ATES IN O O O U M m eoV .7 These C. = > FUEL 6 LE/8 OUTT(II'6) he elbcable°cotles open revi ° DATE w�`/ m J .. \ aPProvy granted to°nd ord ° for Od'h' nce Af x W^ 4L/S ———————————————————————— LOOSE KEY VALVE(KEY) Thpe�I,s,�m�by Ul 1PPlicable City a wl Ing Pe�hmitl Pel nt 3 ......��rVVY��Y�// Nav L oPT. —© WATER STUD OUT FOR FOR f16f'r sl•v+I�Wy° Pr granbn n In W � O 'o' ` — — — i .00' mil or approve Plans 9 a >t P. TTII_ `Y O M/ TIt based i I 0 c nce. ,yo onjbe cPn NNOTES: ei t .a"m°PPlicaOXACT teovlalons of an ° LIAHT® I. 1+lGHAH1-AL VENTILATION FOR TOILET COMPARTMENTS AH® Q BATHROOMS SHALL BE CAPABLE OF PRONDINS S AR CHANSES FOR HOUR.G.B.G.1203.3. M 2. PROVIDe LISTED NOK4VJ!M10VADLC Type RACK FLOW W PRE-vWMON DMGO AT ALL HOSE 04ee6.G.P.G.603.4.1. O S. SHIOFata AND TUD-6H OV40%COMBIHATIONS SHALL Be PIRIOVIPM ry IRX.1OUAL CONTROL VALVES OF THE FRG6SURE BALAW-C OR M THERMOSTATIC MIXINA Q VALVE TYPE.G.P.G.420. ■., 4. GAT S R6 S WIRINA $v W FIRST FLOOR UTILITY PLAN WALE I/4'.r-w S. AIRC PART CIRWIT INTERIVAPTERS ARE TO BEuj 6 moc co USED AT ALL BEDROOM REG?TACLES u 5 b x M y r J U P Lu O UTILITY LEGEND lwwm U 4iJ Ti SURFAG!MOUNT®CEILING LIQiNT NXTIAtE W ' i -- - -- - --- --- --—I I ROGGbSED LIGHT FIXT1JIeE I � 2J 6 tP I ">� HANSINO LIGHT FlXTURG aaaa « L) I 1 VF. RECESSED LIOW FIXTUR!MV VAPORPROOF LCNS !y 11 COMB. lbFGl AT NYDROMAbbA6!BATHTUee) I I I I + WALL MOUNTED LIOHT FlXTUPW I HALL MOUNMO SCONCE LISW G 1_-a_i 3UIMAG!MOUNT®M JORGSC4 IT FIXTURE/UNDER GAe1N!r LIONT FlXTLRE FLUSH MOUNTED STAIR TRIAD LIGHT. aaaa a a a a a a a N. 1/2 � RBGESBED PRAGTONAL NP P�WAIST PAN, � SWITCH CONTROLLED - MCM58e7 COMBINATION LIOHTM-XK&JST FAN, .� BEDROOM 5 II 1PMCDBW C411IIIIIINATICNN!)w,WST FAN/NIATM \ II =a-- 120V PUPLIX C42Nve'aeNO8 REGLPTACL! U \ I N oft 220 240V SINOLE COWMI! CE ReCRPTACL! aaaa a a a a a a a s e � � Q LOFT HOT 120Y MPLEX CONVMWG 1011!RECEPTACLE, SWITCH CONTROLLCD,1/2 NOT - + 120V dJAPM"CO/NVEweNCE REGCPTAGLE, mc*: 12OV,DURrx CONVBNIEYICE RECEPTACLE BLOW (INCL.INSIDE CABINET OR ADOVE AT CeLIW. \ MP• 12OV,MCATHOWROOF DUPLEX CONVENIINNCE aT \ RECEPTACLE \ 12OV,GROUND FAJLT GIROUT-INTCIIO,JPTCt W-W ---- _-- PLq%PX GONVEWENG!R!G!PTAGL! Z 4* Mr. 120Y,MRATIIERPROOP Ora.1.DUPLEX CONVMW W ff ` W LOFT REVV"ACLR 1 O p $ VWWATW W14MMM OUTLET I yyy � - SO 120V FLOOR TYPE DUPLEX REGEPTACLI,W/COVB! SINSLE FOLE LIGHT SWITCH„ �S TMREC-WAY LOW SMTCN -d►4 MM-10+AY LIGHT SWITCH Ll W D SINSL!POL!LW4T SWITCH MV DIMMM CONTROL PH. TM-CM40M JACK �--� TV. TELEVISION ANTENHA/CAME.JACK 2 W g PUSH evrraN FOR DOOR CHIMES OR OARA6E C- DOOR OPENER z POOR ueMd : o TH00406TAT,VERIFY LOCAnON WITH HEATINS tl F g g ] AC-LAYOVr rptlm a Q ,JUNGnoN Sox wn+caret OR ADAPTOR AS z OPT. BDRi"I. 5/8,4. 3 � S SMOIC!AL.ARlN,IGDO APPROVED,CELINS AT LOFT SCALE r-P' �'HARD��AND BATT Y Q LoZ7 m 1j © cow"FAN j^vmN sox MtlTH COVEt on V C d o ADAPTOR AS REQUIRED �1 W O LIONTSO ADDRESS SIGN MSIBL.S FROM STREET) ILL VI a (LOIN VOLTASFJ TIED TO PHOTOCELL yJ O VAcuJM LocAnoYL 1 DEDICATED CRWIT FOR VAGWM OYOTea Ww' 20 AMP.MIN. SlGURITY SYSTed MAOn9t UNIT AFLOOR DRAIN(FD)OR ARIA DRAIN(AD), W O O O ROOF DRAIN IRO) y �CD a +--�-HD HOW else(IS) sco FOq pERM�OV � � j 00� Rr BY AZEKAS g ASS'AlE V)01, .9 He W/ 1109E elect WITH SNJT OFPf1/s ) OI TES.INC O 0 Q rr1 C) Sw a Plana„ J >U i--♦ FUL OAS OUTL2T(FO) bereby bfe tles enn reviewetl J m Vl n a approval by alltaPPllcabie ue adbu ltli hoel�a- AS' uj LOOM KEY VALVE ^VP o ssuance City agancia g rmir Pei n =Z� Perm/yal of the, 8ranli Sg f ding N Q Q WATet STLa OUT POIt NRresf Pg KJ Plans o aii a t TuTi nv ■ authorllY to rtllnance anY vi la Lion°t a °e sawed°o i =v Om- Ur velltl. cancel Pr g PP/icable " (A \_ NOTES: „e Pr lal d g o s°f auc„ 1. Nec4o ACAL VIDITILATION POR TOILET COMPARTTIGNTS AID s sE � Q ATMROC"SHALL CAPABL! F IS FR"PINS AIR CYVJNSED Pet HOUR G.B.G.1203.5. 2. PROVIDE LISTED NON-R04OVASLE TYPE SACK FLOW PREVENTION DEVICE AT ALL HOSE 0111M. G.P.G.603.4.1. C S. SHOV49M A.NP TUI"HoVM G0MINNAT1ONe SHALL B! PROVIDED Y'V INDIVIDUAL CONTROL VALYM OP T! PRISd BALANCE OR TM THERMOSTATIO MIAM Q VALVE TYPE.G.P.G.420Lo SECOND FLOOR UTILITY PLAN 4. CAT SROSWIRINS O W SCALE:Vr-r-0- S. /1RG-FAULT CIRCUIT IWMRPWPTERS ARE TO Be t� USED AT ALL BEDROOM RbV!PTACL= 0 3,uj 4J 60 O 444 ' tP WtmOW WINDOM 600 PLAN SHE PLAN .1 0 0 _ ,TO YFID A AJJj Klll I Ll L- w _ DOUBLEOVEN o xzap r CICI SPACAS F7 C-�CI KAmmovew )—�C�C�C-� C[C14� 3C�C-� EDE] 444444 '4. d •� 4h Q v err µ 1�v- �wsRr h e� wary 2� k 7 KITC EN srANVAisv OPTION vet..ova NOTE: CABINET ELEVATIONS ARE SCHEMATIC ONLY - SEE 5HOP DRAWINGS BY CABINET MF&. NOTE: ri• MOUNT ALL SHOWER w , <� r-----I I 7 HEADS AT "76" HT. ABOVE TUB/SHOWER Q y i I PAN. (DRAIN INLET) Q _ r2 W Mik W 12�1k � 4 MASTER BATH BATH Z LAUNDRY OFT. BATH 3 U (n W z G g a a " Ja r C o OPT. 30 Q Ib D.4 40 31 36" --- ------------ 0 LOFT - -- - -- - -- - -- o DA P I I I I A IbR. I s�: P_I0 A g rCCla i wUw), APPROVE W O D.4 6Y SCOTr FAZ 710 EIyS IT ASS Iq E O Ln°t, S,INC. 0 6<rn J TT 3 Th.a Plans bean r r i -� Fi I6 41 OPEN TO aPP cable cove oeviewa J m N n D.4 BELOW par y 9rented reo antl rdlna de A rho^ M eeuenoe ePPllcable City agencl P rmlt ny 3 �7 .59 c-I Pendl ePProv olr oe these plans'ns all of t based WT �� 0 34 Permit cotl PI anc any • oe i eutho It r ortllnance. lation o eh natruad N ,Y p O CID 46 codas aheNto violate or cap Peer hie Pr BPPIIcabla H 0 N be valltl. pr ,u ad to Dlve O 7YP. or ePPry BA. n IT 33 46 BA. 2 m f'l L TYP. .4 e, MOW FLOOR FIRST FLOOR O 31 SCAL.M.5/0".V-O• SCALE, iro•.1'-0• ♦' W �\ 3� ■ t Lu SECTION B SECTION ,4 0 I'-O° SCALE: 3/8— 1'-0" $ r W SCALE: 3/8- m m M oti iie SECTION NOTES • I. PASGIA BOARD.SEE E.EVATION. �, dp ISAAM BOARD.SEE S.12 EXPOSED R.�fER TAE.CVATON. w 2 U 4.ROOPINS MATERIAL.REFER TO ROOF RAN 140ft. N aj U 4 5.ROOF SFlATNNO. Z�J`Sq O TMP• 6.02MONM WOOD ROOF TiWSSPS. •(P� O D 1.1•EEL.STAID TRIIDSCS. a a a a • U 8.61RPER T111,95. al.2X ROOF RAFTERE,. 1 O.2X ROOF JOISTS. 11 .2X 0ELIN6 JOISTS. 1 2, RIDGE BOARGAW-AM. 15.FLUSH BEAK TOP PLT. TOP RT. 14 DROPPED BCAA, Is.HEADER q 16.IX OVER 2X TOP PLATE AT NON-0ERI AN6 YTALL.10.2X FLOOR JOISTS. AT EMCl10R t BEARING WN1S. T� I 1.DESWIP ED FLOOR TRCJDSES. aaaa aaaaaaa MASTER 2 MMSHEATH"..FLOOR SHEATH" q 21 1 .6,1,RAdNNS1ROOF TO rMa.L) r 2 2.0.1.FLASHINS AND SADDLE/CRICKET. BEDROOM BEDROOM 2 BEDROOM 3 T"' GARAGE 33. OISSAM 24.2 2X X SOLZ PLATE 25.2X P.TD R.F.SILL ATE. 26.294 STUDS. IYi FIN.NJ! 2 r.2X4 CMUFPLES. TA.G. 20.2X GELIN6 PURRING. SO.296 ST1D5� (Af��4 31 .POW KAL"Q PLAN FOR HNI°'"T. aaaa aaaaaaa 1 W 4 52.STRMNGTURAL GAI.GUI.ATOlNS AND 6ElRAL NOTES.INS PLHNS, SECTIOND » (M 2X STAR STRIWM. SCALE:1/4'-r-a- 5 12 34.PLYWOOD TREADS.MID RISERS. 35.room STAR FRAMNS YV PLYWOOD TREADS. 6 4 36.RIP 2X DECK JOISTS FOR I/4'PER FOOT SLOPE. S.,.ELASTOt- G DEGKINS OVER PLYWOOD SIAPLOOR. INSTALLED To M~AGTURERY GIOWPIGATIONS. 56.2X TMAJL SPA 4="DEGKINS. 34.CONCRETE FLOOR SLAB. 40.36.H16H 6UARDRA JL PER CZZ. . 4 1 .34'-95'M N HANDRAIL MODE MOON*PER G.D.G.1003l.5.6. 2 42. FIEEREATT INSULATION-SCE 9R4!"Y COMPLIANCE SHEET. TOP RT. 12 TOP PLT. 43.2-LAYERS 5/D'TYPE'X'6TT.ED.FIRE SEPARATION AT CEILING. a 44.FIRE SEPARATION SETYIEMN MOUSC R OARA6E TO BE q O 5/S'TYPE'X'6'f'P.OD.W/&d COOLER NAILS AT T'O.G. 45.FIRE SEPARATION EETY'QN 2ND.!LPL a GAR CLO.AND YIALLS SUPPORTMS 2HP PLR.TO Be 5/S'TYPE'X'GYP.W. 46.SO'TYPE'X'GYP.OD.UNDER STAIRS AT eW-i,09E0, USEAOLE SPADE.6d COOLER NAILS AT T'O.G. ,y 41.we,6YPSulM WALL BOARD t LIVING KITCHEN PARLOR 40.In'OYP9UM WALLBOARD 4q.EXTERIOR FINISH,REFER TO ELEVATIONS. y 50.EXTERIOR SOFFIT(S@ ELEVATIOW. A61 .SHE P.B W LF,1/2,OYOARD OVER 3/6'PLYOOD. V J 4 3 PLT FINS PIKFLA. ATTIC F.A.U. NOTES q TOP b�. Q I. PTAWACX SHALL DE LISTED FOR INSTALLATION IN ATTIC,OR IN 21 6 SECTION 2. Fl RN0164.E SMALL Be LISTED FOR USE ON COMEIMTIOLE PLOORIN6. WALE:V-P-1'-O• '+1 3. ATTIC OPENING AND PASSA612AY SHALL OE LAROC CNOU6M LOFT/ OPT. BOR. S/ FOR REIJoYAL Or PUMAGa. BATH 3 TP. 4. PROVIPC MNIMAM 24'wcE SOLID GGNTINUOUS PLOOR FOR x Tyr. BATH O e 311 S. FURNACE SMALL BE NOT MORE THAN 20 PT.FROM ATTICOPENI N PROVIDE UIN 10. X p g FIN.NUR. 6• FROVIDC ODSTA WRK KTE7 LEVEL O SFAGE OF 30'z 30'MPL b�jbL TOP PLT. 44 TOP PLT. IN FRONT OF E6RII H T• YEWTMlROJOHH ROOF A MIN.OF 5 Pr.ABOVE THE HIGH I ST VENT D V V O DOLLAR Y"444 IT SERVES. 6 19 rd I U IT 45 M. �4. 43 IS 6• mAoocm INSTALLATION SHALL MEET ALL LISTED CLEARANCES. Qv) m m r2 I A O 4 RAISE PLATFORM AND PA56MEYMAY FLOOR SUlTIGIENTLY SO .Or dS I F 33 INSULATION BENEATH MULL NOT BE GOMFRG96m. -j V $ a M. BATH DINING DEN/OPT 26 GARAGE (LN " BORM. 4 GENERAL SECTION NOTES 2 1. REFER TO STRUCTURAL E•101NCCRs DRAYUN56,DETMLS Am 2s , , SR NAILS FOR INFORMATION NOT SMOWM HERE. NN Ric l_ _J TDA. 2. REFER TO TIWSS PRAWN"FOR INFORMATION NOT SHOMN Ham. 3. MrTIONS RE'LCGT THE'A'ELEVATION U.N.O. Y, SECTION C 4. ROOF SLOPWO)AND OVERHA M")MAY VARY PER ELEVATION, Cdi REFER TO THE ROOF MOTES AND ROOF PLANS AT EACH O SCALE:V4 r-o ELEVATION FOR MORE INFORMATION. O EF9 ''AA O v/ wN` W�W W F� 4T M. 21 APPROVEp N 0 N SC077 2E ERMIT ISSUANCE O Q Q LO LOFT/OPT. BDR. S/ !-=lM KASBASSOCIATE , PIP BATH 3 DATE W These plane have been reviewed for atlh hereby applicable codes and ordinance. Aut an a to the M Pv oval byallLj ed to Issue a builtling Per iM tlon le Z M `_s aDP1�bN Clry agencies. entling Q Q RISE T TJS'a ehe LU E RPM a 10' Issu once or granting of a Permit `v 3 O M PProvcm ol t Ihrove ale ns shall not be c w pnermit r pp, ba ed on O.� 14 TOP RT, tles o nY v olation of the st eE 10 !"� Ob00 cuthorit r PrtlinFo No permit presum P noble O coos shall be vaitl1. r cancel the t give Provieio a such 4T G.20 T KITCHEN 3, BA. 2 HAL BEDROOM 2 C M. t- SI FIN.NUR. z ,ui SECTION A s r uj W WALE:VI••I'-O• X U m � O r"P.TYP. ELEVATION/ROOF NOTES - I 12 y1 I. 2z& F WAA,SW DETAIL. 1OAp'n� y) I 7L______ -_____ir ____ ___ 1`c� bi O - 2z6 EARS SOM DETAIL t BE I ! i T3 T3--T 3. z E>T03ED RAFTER TAILS HV SHAPED ENDS,SOM DETAIL- �.b 1 I T GO MINA NNTT/I�Tl�tl/9O �R Y xACM.rRAb CI p 1 1 I I 4. EXTERIOR PLASTER OVER PAPER BACKED HIRE MESH, p a p I i S- n EXTERIOR PLASTER SOPFl)COAT STLICCO SYSTEMT.O/EXPANDED METAL LATH. N 4 1 1 TYP• ,- mxrmOK SI ID w EXTERIOR FINISHES NOTES. a a a a U 1 I I I Q AREA-2 I S a. EXTI RIOR ARADE PLYWOOD sowir. « �, SOPPIT. I 10. EXTERIOR.BADE PLYWOOD OR MDO.BOARD. I 21 I 1. EXPOSED WOOD CORNER TRIM,SEE EX H T.PIWS NOTES. 1 2!AT OPT.W n{ • IZ. EX7fllIOR.MADE PLYWppp OR MBA.BOARD. Q. I BUILDING 13- WOOD LATTKe O/CKrOSeD PLYWOOD OR MDO.BOARD. A 1 i rYF• I LINE _ ' 14 1•X►' 14, POAM TRIM.SEN ELtJATION POK o= H I ___ T'N TOP PLT. - - - - - -- ---- -- 16• MOLT •V400 T PLYWOOD TRI OR ADO.BOARD. p 1 O 1 O D.I ROOF LING 2'X4.O/ I I $Q I I 3•XHO' I I 1,. PIXED SKITTERS,SEE B."ATION mole SIG. a a a a a a a a a a a C I RtveE T D r rover 1 AT OFT. ; I 6, la• POTMILP,SEE DETAIL 20. CONTINUOUS 0 EXTERIOR PLASTER.SOREID,,SOM DETAIL. ,Q7� i N I 1 © T ---- --------- IS'DIA 21. 0.1.PLASWN6 ROOF TO WALL, I 1 1 I r -6r "2•tX• 22. 0.1.PLASWN6 AND SADDLE/CRICKET. 1 1 1 I —Y 6 21 14 I.7(4• 4 S 23. APPROVED TERMINATION CAP NVV SPARK ARRESTER PROM 1 _ TYP. I I .I 96 T FlPUMACC MAI IPArCTIIREt �. I I T1T- 24. MA60NRY VENEWL j �I _______ _____ 4 2 23. THIN-SET MASONRY VEIIBI. I1 r11 AREA-I �' OJ ITYP 13 26. SYNTHETIC STOM VB!'GR.I"CDO.• XXXXX 2; ;A; z I FlK DJ 2T. SHAPED FOAM CORBEL,SEE DETAIL I I TOP FLY. , - - -- - 20. SHAPED Woov I I - CORBEL,SEE DETAIL - - - - - - - - - - TOP PLT. 2-R. z WOOD POST(W. SO- EXPOSED WDOD BEAM HITH SHAMED ENDS. H---------------------T J 1 - I U \ / 31- MAKIPACTURCD COLUMK 1 I I ��pp(( i ♦ SZ. PRCGAST GOhr0laNT/TRIM,S@ DETAIL 33.I �A © 2T S ' 34. LTALL ARAI�NG SCE DETA FALSE TILE�TS SR ELEJ.FOR LOCAnOK L. L__E3----L3_ E.3 I I ' fj AT DR Tp 24 4 SS. Y'ICOD RAILIw,SOM DETAIL. 36, DBCORATIVC METAL,SCE DETAL. 3,. EXTERIOR PLASTER REGr6a SEE ELEVATION FOR 3a. 6�A3CRE@CD 4 'SlIkaA ILC VElSHED OPG1t LN6• a6 SEE ELEVATION POR VENT Sla AND LocAnoN:(SEC RECIV Ir ATTIC VENTILATION CHART FOR MORE IM'ORMAnow. 49. .-I-SGRG4m'ROOF AR VENT.IBM REWIRED ATTIC �TOA- VENTILATION CMARr FOR MORe IFa'ORMA-ncW. ` •.y O 40. DCGORATTVE(FALSP�VENT/LOUVERED BOARD,SE: --------I___------ - I 24 IS ELevATION POR SI3 AFC LOCATM 'yy ________. IO 41- .V�NFl�AND DONCPOUT7,LAYOUT TO BE FIELD 4•16' 42. &1.DIVERTER 43. LI.HREO ADDRESS SILK O 44. LIFE OP INTERIOR COLIN6 OR INTERIOR HULL. •y 45. MEGINANIGAL TM ACCESS PANEL CORROSION RESISTANT, CI W VERIFY LOCATIOK ROOF PLAN I—A FRONT ELEVATION 46. cm opt Mon c01R COAT CH GE•AN I— 'PEAL!VP�M-O" EXTERIOR FINISHES o SP A 1�1 I�L,y ICJ.L[i/4'•I'-0• ALL EXPOSED PLYWOOD To BE EXTEtloR.BADE- '' ALL EXPOSED WOOD TRIM,PLYWOOD,SKITTERS POSTAND CORBELS TO OM RRSAWN.U.KO. BAD. l" ROOF PLAN NOTES z b�ero� - DETAIL A .gdhk., INOICATE4 4d2 SLOPE um-em NOTED OT WOVW -X g U 8 roN4 A coRCORBELSITS oN FLAK SITS. ON ROOFING TO OM CONC.S'TILE EAGLE ROOF TILE, I7.5.O.&OM 4640 OR APPROVED MWAL TYPICAL ROOF OVERHUHe AT RAKE CONDITION TO De 12' U 1 O UNLESS NOTED OTIERNSE ON ROOF FLAK zn w V T^fFlCAL ROOF OVERMAN.AT RAVE CONDITION To BE 12- QI-0 U RN NLESS NOTED OTHESE ON ROOF FLAK PR REQUIRED ATTIC VENTILATION THEAA WW Pm o .x LATION CA OJI-ATIONS Pm cnoN IAS sola•/" pqJ� W Arnc AREA(S=A M 0 BE . 7.. eW OO DIVIDE(N BY 300 AND M,I.TIPLY DY 144 TO CwommaAT!TIE TOTAL REFER TO BAS I G PLAN FOR ItOfiARED Per PRee veNnw ARCH M BauAm BOTH .ON AN TOTAL BY 2 TO.CT T1!NCT FREE VONTiHIe IRBE,1!®BOB/HWH AFO LOVI NOTES, DIMENSIONS, AND •ARrA DIVIDED BY 150(W6M AM Low,WMN& IT REDI/IRED) INFORMATION NOT SHOWN (G)TOTAL SGUARC INCHES OF NET PROM VEMILAnw AREA PROVIDED By OAMILZ END ATTIC YHRM MEE Bann FOR MIK So ba a HEREH FlRIx AREA FOR EACH VENT) ® .SABLE END VENT ro)TOTAL 46i1A/Q 1NG/e6 OF NET 1"REE VBRILATI W AREA P ROVIOW O BY ROOF AR VBVTB.Or SNIL IK Q PReE AREA MIK EACH VENT) Q-wow vocT O•LOW VENT 'A ,w O (rJ TOTAL Smom INCHES OF NET PRS VENnLATINe AREA PROVIDED v/ Y/BY UNDER EAVe VENT BLOCKS.(12 SM N OF PRS AREA MBL EACIU w) v O•VENT BLOCK AT �7RA( V W to (Fl TOTAL S6UAR iNCHEs of NET FREE VlMILATSN6 A�e 11 �o, KAg4 9 ANCE O N W aPnuc bip°have been, tl ATEES,INC. _ T m M OS Rsvw w.eLG!ero a�oval by aEto s rdi nc r Adherence( w `r fir IX4' in¢A vez ize vetu ooRiRlev�Ts ^Lb iltl 9 Perm!lzab° tq a Ln Pse RJ ef�O INN Gi MU HINV euen RN p t Pen pD �B.E V)¢n O sae Lwr '"'" nns V MREM 2so4 wn Lon tu.aJyw P s a ermlt Da W AREA-241 soo 1480 1 WA r2 tY to v i@ 16UI°Sri °t bi cons!uetl Z o 2 �Go R vend, ante!th P s meopplicab � \\ Pr MOTES ViW �f 9il na sup I.NET FREE VENTING AREA PROVIDED DY EA.GH VENT IS BASED ON AESIS.Ep VENT SUZ'AND PRE!AREAS.FIELD VERIFY THAT THE _ MIWMS•1'TRBOIlIRED VENTNN'Ab LISTED ABOVe la PROVIDED PROM VENTIN.FOR INDIVIDUAL VENTS IS DIPMBRMr THAN ABOVE. 2-ALL VENT OPE IN"SHALL Be c7vERW W/1/4'CORROSION W RESISTANT METAL MESH.(IF MrSH IS LESS THAN V4'TEN THE NET FROM VENTING AREA or VENT MUST BC IW-KV.^MW TO ALLOW F O Fee REDUCED AR PLOW) S.PRAMER SMALL Be RESPONSIBLE FOR COORDINATING NV TRUSS MPR TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED SO A.TO MAKE TNBM Q N#ATFl1R-PROOF AND WALL MOUNTED LOUVERS SMALL Be AND W R"ASHED HITH TNOISTOP•IN THE MANNER PPte&_MBED o FOR NNDOPI INSTALLATIONS. S.PROV1De APPROVM INFLATION DAM&(SAPFUM WHERe VENT BLOCKS PROM US 2 00 WrPMAMM ME•IBRS TO PREVMT VEMT NOLr6 • 6.LOCATE H1614 VEHTM6 M&RMIM W-W VERTICAL 1716TANCe 0 y J Aeove!AV!VENTB. ,.PRDVIDe ACe;ee6 A/O VENTILATION PROM CALIFORWA PRAH•eo AREAS z u r W ro Ao.IAcetr Arne SPAGE&.RQEe tb aTRucwN_o1RA'uHN&e F'alR m p' PaR sHeATWw PEeTRATIow. � i 1�G t d U Q a a a t 2a AT OPT. Tyr. Q I ____ __ ___ -__ _ TOP RT. __ ___ __ � -- ___ -t ---- --�I, ---a R$ 1•J'DIA. I --tl I, a a a a a a a a a a a C IT r I I�; li 2' 'O, aT _2.OP. I I AT OPT. IIII I I 124' I I I Tyr. I I F IIII IIII I T 2 S I I . I LU I_IJ AT I I i•702• q TYR I I / _ _ — I _ I --------- - - PIN.PLR - -- - c a _ QQQQ QQQQQQQ - -- TOP PLY. —— — —— —— —— — — — TOP PLT. TOP PLT. — T'P. ' I TOP PLT. I — I I I I 1 I I 1 I I 1 I j I 1 14 X. a S 1'X4' D I I•x4• 7 4 T.P. 14 I I J T TT. e S T I I i PM.PLR Li —__ _ —__ ---_ _ — j- - - - JTI FlN.PLR PIN.PLR — - ----- ---- --- — — - - --_ ----- I --- I -- -- - — — — --------- PIlL PLR ` V' M. M. 12 13 'y D.4 D 4 w G REAR I-A LEFT I-A � OGAL.!I/1'•I'-0' !GALL I/4'•I'-0' tlp� yWl� O zg� S ----14 TYP. o / 2 / aT -2.OP. _ �O�FOR PERM 0 p C q S OC ATEg INC. vI o TOP — — — ————— —— — PLT. — ——— — — — — — — —— ————————— — —— —— — — — — — — ——— ——— ———— — — — cones been revi SATE �j 01 CCy nd and ePProyd aU etl t°sane rd an for eaherence O 0 Q M RI pbP laa ce ePPllceb�Cltya nil ng Pe�llotzati nt ee� oUII')^ a u ml J J Q•i <i 1•X4• Permlt al /these grentln8 o Ps In m W a 14 M. C t or,c,r PProve Plans shal a Par" L w T I authority• tllnanc.. vlotai n° be conabb.8ed n U O 2'-O• Sd codas ay�0 w e or°eo LN LH eerr t esurnee Plica <- 0 P v/clone o sg! W M Za YC = cc O J co j lom Q. m cm T.O.G. _ - - - -— ——— - - —JIL — ---- - ------- ---------------- -- PIN.RR M. cm12 04 i`ioi r RIGHT I-I„'.�. v 10 MU T W t J 60 LL Z� O J uj . 4444 ' StP U -----------------4 1-------------------------------------------------- I I a r� 4444444 LIVING it1IIIIIiIIIII1 I1 I lo•-e•\ IIIIIIIIII III I/ _ IIIIIIIIIIII I1 I II1IIIIIIIII II I 1�--- IIII_IIIIIIII=u=oa I ---_-- MASTER VOLK 1IIIIIIIII 11 4444 444444a�m4 I LOFT I DINING II 4-l0• 0 KIT-HEN BEDROOM 2 do ---------- ------- — -- i p L---- ----I I I LLJ—I.r rl� I — III I I I I I I I I I HALLII I I --- ------ r 1 -� II BEDROOM 3 I '' — wx I jr le7e L t-#- I I PARLORI I T I I i-4— 4 / II I C x rT i// II I b 8 ENTRY DEN i,o� >< 8 W-0• 9'�r 9'-1• 4'-0' I I r x q V n'a I6'_• le,-I0• I I \ I ZcL m d F JD> � a EL F I i i PORCH i / // I ' — ——————— — -------{ GARAGE j O FC APPq V rn SC077 FAZEKAS gl S ANCE w N SS CIgT I ~O These pla ES. N 500 aePp licabia scotl s bay"revie E C. O tpo a Ln al9 enfetl to a oro' d 'adherent T >V M by all ap issue a b "c A fhoriz a to the J i J � issuance Plicable CifY age cs g Permi[Pend la m ja Q pproval w Permit o/these 9ranfing of g Of ---_-- author ordine Y viol of based Vt QM �' ------� --- --- ------------ I potle5 pr approve pafnns shall a -Ili, =ZO I — ——————— — —————— ood"aha to violatece. No P atio o the onsfraetl f J O hell ba valitl. or cancel t�t Pr omeaPPlicabl T� 3 Nv he pr Isions 1 a9 cc O�h =i O MNI/ r . R"M TO DA311-PLAN MR 1'-O• e'-W 3'-O' a1w 4• 'I' ev' I'-11• Ie4' I'-9• /0 NOTM 049 10N9•AND W INPORMATION NOT ONOMN �-0. r.-O• HOWC 9&-W uj SECOND FLOOR ADDENDUM SCALE ,Bd FLOOR PLAN ADDENDUM pCALE I/BO t —x x W z I Um r uj ELEVATION/ROOF NOTES I 2 D, , 2. 22x6 ' W S cwT VILL.S. Y� o ____.� ___�__I NOTO�A"RAFTEl TAILS TO BO OMIALY SPACIM.PRANER x TAILS PV SNAP=ENDS,SEE DETAL. �+ TO COORDINATE WITH TRJS3 R161NOM4. EXTERIOR PLASTER OVER PARR SACKED WIRE MEWS. EXTERIOR PLASTER SOFFIT.O/EXPA► W METAL LAM6. N GOAT STUCCO SYSTE4 I,GDA.•)CXOQQOCXaTT. . EXTERIOR SWIMS,SEE EXTERIOR FINISHES NOTES.EXTERIOR GRADE PLYWOOD SOPPIT. 10. SPACOD x VERTICAL WOOD TRIM AT)OP O.G.OVER a�A-� TONGUE-ANO•*ROOVO SOFFIT, I EXTERIOR GRADE PLYWOOD OR MDO.EOARD. I ` I 1 ` I zl I I. EXPOSED WOOD GORIER TRIM,SIM GET.FlNWH NOTES. 1 .I AT OFT. 13. EXTERIOR ARAOe PLYW D OO OR MOO.BOARD. E)ILDIN6 27 13. WOOD LATTICE 0/EX ED P OO POSLYWOOD OR M .BOARD. E Ca 1 1} EXPOSED WOOD TRIM,SEE ELEVATION POR 3120. �_-- N I I � p i Tyr. i LIRE POP�7• 14. MOAM TRIM,SW lVATION FOR SIM. V I 3 I 1 2 T. F 6. BUILT-W"CURVED•PLYW00D TRIM OR M.P.O.BOARD. ps O O O aaaa aaaaaaa C D.i ROOF LINE 2'X4.O/ I I IIXED SKMEv,SIM ELEVATIO FOR INM, RIDGE RI AT OFT. I I ✓• IS• POTSF6.F,SR'DETAIL I4• PROVIDE A.I.FLAWINS AT ALL EXPOSED WOOD TRIM. I I I 20. CONrIN000D A.I.EXTERIOR PLASTER SGROm,SEE DETAIL. 21. 0.1.FLASHNNN ROOF TO WALL. J R� K 22. 0.1.FLASHNNS AND SADDLE/CMCOr. �'• I I I _Y O S 6 T I•X4• 23• APPROVm TCRMINATON GAP Y ER FR V SHARK ARRESTER � 1 I I I I __ Y I 21 1<T86 ♦ PIRE•L ACA MA"PACTUIE! >!s ,T TYP• 24. MASONRY VENOM r ________ 4 I 2 25. THIN-SEr MASONRY VEEER. I 1 0.1 I 26. SYNTHETIC STONE VENOM ILDO.i XXXXX T i ' Pll�l 21. SHAPED FOAM CORBEL,SEE DETAIL. aaaa aaaaaaa d TOP MT. S '� - -- - - - - - - - n n 26. SMAirw WOOD Comm,am DEr^JL iNl I I - - - - - - - _ - - - - - - - - TOP MT., 30. EXPOsm WOOD OEM WITH SHAPED ENDS. 31, MANUFACTURED C%LIMK L.____________________T J I _ 1 32. MISCAST COMPOEINr/TRIM,SW DETAIL I I 33. DECORATIVE FALSE TILE MENTS SIM ELEV.FOR LOCATION. 34. METAL RAILINS,SM DETAL. eZ7xl I 14 A7 E3__ DR S M 35. WOOD RAILINS,SM DETAIL. I T $6. DECORATIVE METAL,SE:DETAIL. __ Y 1•X4• 14 14OR pm T,r 4 ' 3•!. LLOCCATION DEi A OP FINI SEE SHM O NNN6. L1aF( Q Y I '• • D.I + 36. A.I.SGREENE7 a I.OUVLRm'AMBLE ED VENT', . _- - - --- -- --- - -_ - - Sm EIVATION FOR VENT SIM AND LOCATION.(See ROOD. Ty - - - „ ATTIC VENTILATION CHART MOM MORE INIMMATIONX. i lM - _ _ _ - _ -1- n T 34. 0.VENTILATION CHARTSCREENED TFMOM MORE riTP�ORMAR TIOHJ Arnc •••a��� i I 1 --- .- - - - - - - 40. VOIBLC ARATTIVE(FF LWSIM�L OTIJ D BOARD,SM M. ________I_________ T 41. VORJ DER MID DOWNSPOJTS,LAYOXr TO BE FI4D _________. I 1") C,S 42. A.I.ONERTIM SIM. s•X4• 43. LIAHTW ADDRESS SIAK �. 44. LNE OF INTERIOR CEILINS OR INTWOR WALL. $ ROOF PLAN I-8 4S. MECHANICAL TUB ACGOS6 PANEL GTRRD3ITN RESISTANT, W FRONT ELEVATION �PYLOGATIT� o 46. A.I.MOSLEY FOR COLOR COAT CNAN6 l� I-$ EXTERIOR FINISHES a x�.E�.•.I_p• I T,B.L I p.NJ4TE >�I,,•.I-O' ��naroz ALL EXPOSED PLYWOO7 TO BC EXTERIOR*RAM Qp ALL O)POSOD WOOD TRIM,PLYWOOD,SFUTTORS,POST.AW GORWLS TO Be RX.-WW,U.N.O. ROOF PLAN NOTES _ m z INDICATES 4A2 SLOPE UNLESS NOTED OTFERWISe z g (J ON PLAN. TYPICAL KOOPINS TO BE cONC.w TILE �F 'q g •OAALE ROOF TILE' IF.D.O.i OR 4660 OR APPROVED ISMAL TYFlGAL ROOF OVERN AJlW AT RACE CONDITION TO BE 12, N:J r"j I 2S3 UNLESS NOTED O HE RMSE ON ROOF FLMN. Z Nb UNLESS NOTED OTHOMSO ON R ce sLAN. TO BE 12• .cc,-w [•• a �`3t F a I a REQUIRED ATTIC VENTILATION � THE LLO AFO le-VENTILATION CALCULAT ER OW P GD,G.SECTION ISO L3 p� W ATTIC AIRA(SOl1ARe Q (W OMOO(AJ BY 300 AND MLTIFLY BY 144 TO CALGL IATE TM TOTAL REFER TO BASIC PLAN FOR ROMPED NET FlIM VWTIW AREA IN SDUAIE INGE*•DIVIDE TOTAL BY 2 TO her THENOT MOM VENTING RBOM)IIR�NTI BOTH NIGH AID LOW NOTES, D I MENS 1 ONS, AND CIE .A"EA DI`10M BY 15O(I AND Lout`wwnmo Nor 7"mm) (W TOTAL SOIIAwe INCHES ar Ner FRtx vBHnu.TINs AREA PIROVIOm •�.' INFORMATION NOT 5HOWN ATTIC I VENT)®BETW N�� HERE (0)TOTAL SRMIRE INC/ES OF NET FREE VE TILATINi AREA FROVIDm � BY ROOF AIR VENTS.MS S&IN OF NREE AREA MIN EACH VENT) O E 0-WoH VENT LU.LOW VENT 0 (F)rorA1 IJ11DlR S6IY A INCHES VlW OP-NET FIRE: rna E BY CAVE VER p1.OGK/.A IX IN.'NVE$}BLOGK AT E S NC W p 0-)TOTAL SOUARE W*ES OF NET PRW VEfrl PROVIDm IAl'E$I O (LI e Plans NC' O UX N hergl�cable cotles been revlew j U) E a ePProv81 brantetl to,sstl ord�� d e r atlherence J U r'7 Y e11 eP li ue a bu di Authorizalio a _j m v n p PLAN A D G ePP suanc e a Permit penal Is RNN� w a FM "IXa" nl�� vemiw ve+2� c IBFR1Uv�i�t WI n K U p C* MM.t•rJ 8Ri eU 815.INJ otl r orP. r e It besetl u N Q M O �° '"'" Tyr,'•"' "'°" ° theonstruetl t MEe.-I 3904 � r w. Pus-- ♦Ror r umetlPPlfcable ��p E rAlWA-2* 500 4D0 wV WA L� (2M9.190 ai si. SN a rP!alone of such ■ W J 00 N O 1 Nf7TES, I.NET FREE VlMINS AREA PROVIDED BY EACH VENT IS BASED ON A 91.44W VENT SIM AND PRIM AREAS.FIELD VERIFY THAT THE 0 MINIMUM"REWIRED VEITIM6•AS LISTED ADOVO IS PROVIDED MEN FRS:VWMNS POR INDIVIDUAL VENTS IS DIFFERENT THAN ABOVE, 2.ALL VENT OPGNINSS SMALL BE GOVERm YV 1/4'CORROSION W RESISTANT NlrAL MEW.(IF MESA IS L286 THAN 1/4'THEN THE FMET OR REM VON AIR APRA OF VENT MUST W INCREAsm TO ALLOW Q 3.PRAM®R SHALL BE RESPONSIBLO POR COORDINATING YV TRUSS WK.TO ACCOI•SAODATE ALL ATTIC VENTS 4.ALL VENTS SHALL W INSTALLED SO AS TO MACE THEN "HEATHER-PROOF AND WALL MQ,HI•ED L CUVmft SHALL BE SUALAVr R� AND PLASHED WITH'NIOISTOP'IN THE SAME MASER SY PROSCRIBm $Zo FOR WINDOW 1NOTALLAT,ONS. r S.PROVIDE APPROVED 12 co tNBU,ATWH DAM4 bA+FLSU WIaRe VISIT OLOGKI 0 ARE Lamp xrrNmN ROOF FRAMstl t4B•l mm TO PREVENT VENT HOLES Eoc FROM BEING BLOC 4M BY WSL;ATIO/. y 6.LOCATE NIGH VlNT1Ni MINIMUM W-O'VORTICAL DISTANCE o N J ABOVE BANG VENTS. 0. 1.FROVIDG ACCESS AND VENTILATION PTIC ROM GALIPORNIA FRAMW AREAS S TO AMIACEfr AT SPACES.PREFER E E TO STRU R CTUAL DAHRNS6 FOR o LU m LU FOR S/EATIMW PENETRATIONS. ' 4444 y��e• �P� � 11 AT OFT. M. Q 1 �I 14 TOP MLT. g 444444 r 11 I-11 Y I WAV OT III I I 7 Z.XW. I I - AT OFf. I 1 M. I 1 Iill IIII p I 21 ! I jT I�lI lLl .T f _ ��i��'/// — _ 14'1Q4• I Y LLIJ I_IJ AT F_ I sw I KMJIL s ! �_ _ 4444 444444 s 1 I TOP PLT. --- -------- TOP PLT. TtOP PLT. �� M. TOP PLT. — I 1 I I I I I 4 T 14 '�Sdjl f Tyr. ` I 1 T w x I I I I _ FlN,PLR PIN.MLR me MLR FIN.MLR _ __ _ _ _ _ __ _ _ _ _ _ — _ —_ — — _ __ __ — _ _ _ 17 I! p D.4 DA id REAR I-B LEFT I-B v� KAL!V4'.I'q' I •ISO 'Ip W � z � 8 Z F56 g $ i 14•)Q4• 14 O i X4. M. ```\` --/ SCOTT FEE E Mr VEpr p o L--1 a he$a Ple 8 SS0,4t"CC ATEg PPIlCB na hey '/ N rE TOP MT. ——— — —— — — — — — — — — ——————— — ——— — ——— — — ——— ——— —— ——— — — — — — —— — ——— — — ——— — _ TOP Y8//s P�O bastleo len ncDA atlherenc �Iq pie PhPr°vB once or cable City 8e Iis. berm/r",fon Perrnit. o/these Bra^tin P ntli�� J 1. cotles or approve Plans B o/ Pe m O N FBI— atlfhorl�ty8 oryi^any anY viol !I f bemlt see, e W wr, I ��a'T e y late p� °Pe i7 0/the°nsfr�e 3 U Oco elitl. ante/ a esUmso Ill, t -2 ' o<P; Q rovisioas p/ $i N W � QO � _ cc 00 d o N — — —__ _ _ — — ——— _ — PIN PLR M. � Q IZ � D.4 M `O RIGHT I-B (� W W 0 � a W � U aQQa NZ�J�e• ZP U ———————————————————————i Fl I 1 � 4444444 jj I I I I II I I I I I II I I I i LIVING p E M BATH BDROOM I I I 1 I I I II 0 I 1 I I 1 II rW.Ic IN I >2 1 1 II OLowr 44Q4 4444444 jj - I I LOFT I I I 1 I I I I I I I I 1�1 7 1 DINING I I 1 I I i Eo ILLOKIl HEN II I ii it BEDROOM 2 1 I I I � --- A. 2I r r-1—I I r n-1 I I I v J A I I I I L ro Bnory I I I I I HALL I I 1 1 I I i I 1 _ II ----s-�"ir-a---- ;- - PARLOR ' I I i ?L II BEDROOM 3 I I I I I I I I I T I 1 1 L�_-I it I c o I i_ I i i ENTRY L1wtA 1 � 1 XQ• g — ea• I I__4 i i DEN z'-0• � / ZIL 1 W �� Q n < � I I � I J� � � .�• � x I ; ; PORCH 1 I I ----------- 1 / s 1 ------------ ------------ I I GARAGE I iYy1 -------- I I I I I I SCO AZPKAS 8ERoR' p 8�, F F AS UA ice dPPlicabll nacodes been reVieWe A rE$ C. - ry ~ 1 I dPP Obeid antetl to Ssde rtlina tl for tlherence O U M W Y all aPPliCable Clt a buil .9 thor( on Ih =dti N appr Issuance or Yd9enci n efmit pen m W n Vdl of 8rantin n/ tling w J Q a O of — —————— _—__-+--__________ I oth sit�rOdP anc dnY sviolatlona ba ions'- on �ZN7 en aei the P t au etlPPlicabN W L Q... P vl11 T 3 N MM� no of A i_ ccW O r o N s u• s• •a• � nowt TO SAVC.PLAN rm �'C I �'.p• I �• 1'-4• 11-II• 16'-4• 1'-0' NOTm,vimm*4GN6•AND I IYI/ RPORMATION NOr 96401'IN y,-0. 1t'-0• NOW 79O SECOND FLOOR ADDENDUM C FLOOR PLAN ADDENDUM C M v SCALE.1/4-r-O' SCALE.1/1•-r-O' F\ CSS • W pV N x M.M. R OTES ELEVATION/ROOF N 1. 2x6 PAACIA.,SIM DETAIL YL______ _______ 2. 2xb SAW-- DCTNL NOTE \�G b 9 x G4•OSBD RAFTER TAILS W/SM,APeD BNOS,SQ DETAIL. I I I I .AL.RAFTER TAILS TO SE EOUALY 9rAG®.PR^Mlgt i 4. EXTERIOR PLASTM OVER,PAPER 6A4KED WIRC MEOW. N Zy a I I S. EXTERIOR PLASTER SOPPT.O/EXPANDED FETAL LATH. 2 b I 1 I I TYr. 6. N GOAT STUCCO SYSTEM 14" 4 XXXXXXX a a a a �J7 9 SP H, 1 I I T. EXTERIOR SIDIw,SIM B)CTEWIOR P6USHI S NOTES.I I Q .AIQEA-2 i s s �� �. �_ eoPrleoPPlT. I I j ` I I ` j Is .S .T T,P EXTERIOR TRADE PLYWOOD OR MOO.BOARD. I I 1\h n 1 31 29 AT OPT. ID I4 I I0. EXPOSED WOOD Comm%�TRIM swe"r.PINISH NOTED. �} TYP I LINE INS 2. EXTERIOR.I 13. WOOD LATn�EXPODGD PLYWOOD OR�O.BOARD. w I L - TOP PLT. A I O ROOF LINE 14' POAI4 Tyµ 0P CLEVAnoN FOR SIB. Is. E,POSCD WOOD TRIM,SEE ELEVATION POIR EIM. C! 4 I M A___ TI 16. BUILTir•CURVED'PLYWOOD TRIM OR M.DO.BOARD. aaaa a a a a a a p 2'X4.O/ 1 IT. PIXED SNnTERa,SIM ELEVATION POW SIM. ' I 2'7U0• RIDGE T D rl RIDGE AT OPT. 1 i T S la• F,SCc DCTNL. 1 1 II M. 14• PROVIDE 0.1.PLA44-1I46 AT ALL&Q-05ED WOOD TRIM. (q 20.CDNTIKICM G.I.EXTERIOR PLASTER SGR®,S@ DETAIL. •� I I I 1 2I G ZXf 21. G.I.PLASNw ROOF TO WALL. I I I I I I Z'1 Is 22. G.I.PLA61411§16 AND SADDLE/GRICXCT. >4_ ______ D I 31 IS 2X4 23. APPROVEDPIS MANIPAGTR! W/SPARK ARRESTER PROI.I t I SX4 Il�I AREA_I ram' i I T40 IS 3 23. MASONRY VEtIER 11 I I S T 6 26.SYNTNErC,STONE VE1®R I.G.BO.4 XXXXX 2T. SHAPED FOAM CORBEL,SEC DETAIL S aaaa aaaaaaa sa. SNAP®r+DOD GCReE.,�DETAIL II I TOP RT. TOP PLT. 24. x WOOD POSTYS. I -� i ' --- - --- - -- -- -- --- q 30. CXPDSW WOOD SCAM WITH SHAPED ENDS. a---------------------t I I SI. MANJPAGTURED COLL"K I I j 1 E s M M. 32. PREC"T C 0WONENT/TRIM,DEE DETAIL I I yµ I , 33. DEGORATIVC FALSE TS TILB VEN Sec E.CV.FOR LOCATION, 1 1 ' Q j . F I Is 2X4 q 6 Is 2X4 34. METAL RAILING,SEE DETAIL. I 1__E3____E3____E3 i, -I IS AT OR T.P IS II SS. WOOD RALL.INS,SIM DETAIL. �N N} I ; O � IXS 14 D v 96. DECORATIVE METAL,SIM DETAIL. I 1, , 37. EXTERIORR PLASTER BREEDS SEE ELEVATION POR 'Q aI 1 13 IO D. T 36. G1ATION SGRENNED 4 sASLC E•b VE1T',SHOD w i • < I IS VIN!"LATION CHART POR MORE 1 SIM M"Amow Pon vmm SIM ANDKWIC. P i 34. G.I.SGRCEm•ROOF'AIR VENT.(BCC ROMIHRCD Arne, ----- --- - TA.G. 11-I S .nON GNART POR MORE INFORMATION). b__------• 1 M 40. DECORAT'1VE(PALSE)VE1T/LOUVERED BOARD,SIM O2VATION POW 512E AN7 LOGATOFL 41. G.I.GUTTER AND DOv'4•ISH•OUTS,LAYOUT TO ES PIELD D.s 24 VERIPIM. 42. G.1.DIVERT! 43. LIGHTED ADDRESS SISK doo 44. LINE OF INTERIOR CEILINi OR INTERIOR WALL. y �y 45. VVlm"YPY L'G jron � PANEL,CORROSION RESISTANT, v FA ROOF PLAN I-C FRONT ELEVATION I-C 46. 0.1.RSGLET PICK COLOR GOAT CMANSM SCALE V.'•Y-O• Tt?.4L�IT101VJoaL EXTERIOR FINISHES o 4GALL I/4'•I'C' ALL EXPOSED PLYWOOD TO Be EXTERIOR 6RADC lonem ALL CXPOS®WOOD TRIM,PLYWOOD,SKITTERS,POST,AND CORBELS TO BE RESAMC U". TYPICAL SIDING TO BC. • CERTNNTIMD YIATF�RBOARDS ^SES DETAILS CEp��6lpiw D I/4'X 12'PIBERTEGT t�2y 10 II ROOF PLAN NOTES CC999 z .,dlkh.. IN2IGATES 4.12 SLOPC UNLESS HDTep oT EM E� g ' ON FLAN, A TYPCAL ROOFING TO BC GONG.PLAT TILE F 8 g •EAGLE ROOF nLC, Ia.B.0.•EW 4"0 OR APPROVED WVAL ;d m TYPICAL ROOF CVB4M.ANG AT R CND AKE OITION TO SE 12• U UN EW NO11w OTH15"SE ON ROOF PLANT. Z,-J6 g U UN. a NOTED OT}ERWSC ON ROOF FLN{ITION TO Be 13' le pa oA 6 Ix REQUIRED ATTIC VENTILATION Via , THE Arm vemLAnc"GALLULAnONS PER G.S.G.SECTION ISOS.3- AS POLIOWH. (N Arne,AREA(500ARB rIMT). Z. O (E1 DMDC(N BK 300 ANp H4A.TN•LY DY 144 TO GNCHES.PI 11-CIVC TOTAL REFER TO BASH G PLAN FOR jC CMV 0 NET PO AW K ARG N S144 TO INCHES.pMDE TOTAL 0 BY 2 TO O!T TFE NET PRIM VOtT1H16 RSp1ARED BOTH H NI N AND IOW NOTES, D I MEN51 ONS, AND .AREA DIVIDED BY 150(N6H AHD Low VEmNG ND'T Ptempo D) INFORMATION NOT SHOWN (G)TOTAL""*M NIGNE4 or HeT PRQ VEmLAnw AREA PRo nDEa BY sABLt END ATTIC VENTS.roQ BELaw POR RAIN SG.IN oP HERE PRIM AREA POR EACH VENT) ® .6ABLE ENO VENr ro)TpM1 SGINRE INCHES or Her PRIM YMMI-^TNG AREA PROVIDED C BY ROOF AIR VEnS.(4S SG.IN,OP P4a AREA MIIL BAC 4 VSIM �N.NON VENT�.I�R,�,w,�/Jq K RA,7 Tc<U dJ (P)TOTAL SOYYRE INGlB Or NET PRIM VE/TILATNt�YTREA�mO'TNFFD� S AN 'A EY UNDER EAVC VE+7 BLOCKS.No r PRIX MIN.EACH) ASgOC/q ES, V/ ^N (P)TOTAL So1MRE INCHED or NET PRIM VmNr LA""* " OqT C E 00 aPPrpvdl byalltatl(0 sstl rn E°JO1 aohar O (�Q IN Ina IS aPPlicabiE CI a U/tl AclhOre appr°y Stance , a ncies.®Perm71 ati 1 4 J V1 as rLJ1F1 A 6 G IDbaes o a a P A s ° In N a a +� m IM •IXG" iuei. VGM�TIIDI! riMa oolo. {e p/16rY cT tan°pr bemtt ha a L o C7p M Ra RJ maLU EHi 4U 4Hq 4U S shalt I"i „I"°/the°asrr ec i4 N Zv O w r,Wl f1lsz.eza I,WII OJ..•]M wNM MWn. io. th Presume PP°a J Q A14lM 23D4 w I.w NSA T'.s'n u. au Provtaiona a i' V) r A�jS 500 460 WA e.v (2)al5•IAO ..a.. s�]Ni�il. SI9 Ldv O oo NOTES O I.H!T rIRL'C VENTING AREA PROVIDED BY EAGK VBNT E BAS®OIL ASSUMBD VENT Sla AND H'IRCC AIREAa.PELD VERIFY THAT THE MINHAIM T4EpI1RED VEITIw'A5 LISTED ABOVE IS PROVIDED Poch PRICE VENnw FOR INDIVIDUAL VENTS to p1FP'ER w THAN ABOVE. 2.ALL VENT OPENNSS SHALL SC GOVCRLD vV 1/4•GORIROSION RESISTANT METAL H ESH.(if-MESN IS LESS THAN 1/4'THEN THE H!T PRIM vocnN&AREA OP VENT MUST BE INGREASEp TO ALLOW O POW REDUGBD AIR FLOW) S.PRUNER SHILL ES RESPONSIBLE POR GOORDINATING W/TY,SD MPR TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VEIT6 SMALL BC INSTALLrp SO Aa TO MAKE Thal v4 Q eATHlR-PRODP AHD WALL MouNT>9 LauveRa SMALL BESCALNE .■. AND FLASHED WITH'MOISTOP'IN THE SAME MANNER PRESCRIBED t"R FOR WINDOY/INSTALLATION WS. S v S.PRov1De Ar44Rove0 N4IULATION DAMS(SAPPLIM voiam VENT BLOCKS 0 BY H�SEIS TG PREVEfT VEfT HOLESFROM seu" �_[Ua rj r oc 6.ABOVE LOCATE NIGH yBoS. MNUH4JM S'C VERTICAL DIGTANGE i m y W ABOVE RAVE VEA'D, 0 0. T.�V'ADJAGEiT ATT1G SPACED,RE•ER Tt�SITRUGTUAL DRAWwS POIR U Lu Lu PaR sNEATNw PEE7RATI0HI5. � o� g 21 � AT OPT. M. p TOP/LT. L __—___7 FFQII �_, I I 444 444444 ` 2-XW AT Orr. I I III 2 f -- — ------��'— I I 14 21 —_____ __ _____—_---- t III - T 'Q ��'� I l� I r 9 — 14.70Y _ I %I � AT NIGD OVAL — b M. _ AT 1, KFUIL ma«co 7 �_ — 4444 4444444 TOP PLT. TbP PLT. TOP PLT. — M. I I iF Top PLY. I t I I 1 I I , I I I 1 I � I 14 al a I I I 1•X4• I I F .` S S 4 TYr. 14 i TMPt — T ` I I r •'M�' i I ZZ� Si; I I x x I ` < I PIN.PLR cti PIN.PLR Pitt PLR -- ——————— —— ——— I I 1--L —_- - ___— — 12 M 12 Tx '$ REAR 1-C LEFT lGAL.t!I/4'•I'•O' 4GAL!I/4'•I'q' p W $ v Zgis 11-- '--- 14 AS OVAL \ -+1 7 M scor, RPEq 1, VI D 0O W it c p AT �, A2EKgg g l,. ANCE y {^`aay7•NNCD. t—�-j—T the SS ClqT /w��, I�< —__—__———__— —————— ——— —————— — —— — — — —— — — — — —— — — — — — — — — — aPPI'e Plans have Eg INC. eln cod TOP Mr. — — — — — — —————— ——— — ————— —__ —————___——— — _— — _ — _—_ — — - l ted es nano revi„ d ATE N N royal hY /I aPPB/esueoadp°C rA°�erence to O O Q phProv sago a or °ahle City age el Perrn't Pei n h� J U al = I•X4• CUUe It pre heae Plzn bn3 n! °l �_ m W apal M. author"Y to r nancean/of tat. °t a co based K Wa fY I 7 °odayMa/I at or cancel rth 1 P r umeaPP uc 6p J •Sl a ro s;d d to y,» W L to C o_O d o N ___—_—AM_ _ ----————— — ——— —__—_-- -_--_ _ _ _ _ — — PIN.PLR M. — Q 12 � DA M W`0 r RIGHT 1-C i�g LC) c r �� _ • W o i . BEGS * b/1b a a a a 2.JJ�9 ♦ r'�P-C�' V ———————— ————— y W A C! a Q a a a a a Q Q a Q j Q a a a a a a a a Q Q >!R 4I�T'S IXO T}/OJ IXIS FOR NOTM,DIhlNDION6 AND INPORMAT'ION NOT smom NC I. pppppp — — ———-------- PARTIAL F6 RIGHT REAR DECK ELEVATION aLALG I/4'•I'-0' u 19'C A I o�ecK°N.ao�ie § I I z I I s OI LIVING '" O MASTER I " BEDROOM Z I M. BATH I 18 purr TO w4ceT DU a IX4 RLTGR TO OWHOWET IXI NOR Mom PLAN NOTm NOR PLAN INNORMATION DOOR,ANDOW AND G NOT 6NOYM HEM M=Tmlrl 7 LAYOUT. SLAB INTERFACE ADDENDUM FIRST FLOOR ADDENDUM SCALE,1/4•-1'-0• scM.e:vr-r-O• 'jai O BCorrFOR PERA Oo Op7 BY �EKAS g ANTE rn Pp//cebl na have b vs GgrES'INC. W her a ee O aby 0pees ^rep,, Ark O T AT OPT. approve/bYall ey to�ssd O SON The loplicable t l A,.�,�a,.z°p/o the TO O Q DECK I 2 b Parm °of the r Brant ly aQe Perini(tie U is J i J U ai cooaa or approve Plans �.°/ Y m W^ Q ——vu•.— DR CfC•A•�®) — — aoB�haNt� al- ly a° m� of they°a�a°d t Z O w�rM ———I—— ce//^ ra Um PPlicab Q� O e ro /ono /v+ Lu w� N M oft 30607 NCRo .fY WA".\ \/ W Oo C6 aDe n>as I m N LOFT/OPT. BDR 5/ I IV j BA TRH 3I pG SWEETS• IX9 rm F4OO M-AN mO EEE NOTl6, r DOOR WW0A"V GGOT1tIGAl.LAYOUT. Q SECOND FLOOR ADDENDUM 8 r W s i NOTES 90'C wrwm `�,GS bib J O 12C �� 7 INDICATES DROP IN SLAB(SW DETAIL) (p�� Id-0' 2'C 10'1' S'i• NYC• � Zs flIVINPOPIVNS, , ai STM AIV ADDITIONAL E KNIKH PANNE SOIL RI15=1 �2�j b8 Sp,� 11Oi WITH THE SOILS REPORT. aaaa 7 4 9 () ANc rAv AT0. 2F k4 ODIC_ „III REFER TO STRUCTURAL __ ENGINEERING DRAWINGS A - --- w AT ; FOR INFORMATION NOT ppp r I .4 OR I aaaa a aaa aaa �� t g , 4 AT— SHOWN HERE rt p I SLADrPROVIDE ISLAND LNDER r !_ --- ELECTRICAL C.OUNTM i FOR HARDSOAPE 00 i ~ c4wo-. EE. ;T--L 0 INFORMATION REFER TO ----- LANDSCAPE PLANS aaaa U<< a a a a 7 IS r O N6w � jell =it 44,or C7 - I I AT YMAL•R .y I I CLOW I7 I I U T71E I I I I I I a o ae•30. � 22 S tFi W g g Gow— � (V< 2'4 t 4 POR4N Zrw � � p Z Y o 0 AP r--� SC07'r FOR k4 �V o Q Q ThBse FA2E�Sk' IS UANCf U hq adoaD en Coa°be°n Clq TP3/NC �` YO °pproya/bY aifgo fo land oroef.o A7n N pPeov°Dance pplicab/e C'fya 4e d perhor ratio J O U CP�armil e�0/fhBse 9rrnfino mi!1., J m V11� 0: aofh ei°�o pprD�e z,,, sal// 'p �wwwy��, 1' 4• 4' '-IO• I �B$aha//fo��o/at 11. Ny .�,: � f rnconbasep w+ XW^ M •'-e• I 2'-2' II'-4' !'-O' a'-4• bB 1'alld.°or can of The ov mPdp o bN 0 �Q� ons 9i W Ia-0• ram• �,�. °""` _ o of N 0. 00 ,,-0• o it 0 �ADDENDA POR PLAN C44ANM PER dEVAT011 C oZ W N C7 y 5L B INTERFACE PLAN Aui z o% N 0 ui NOTES US d byb QQ � O '%/ IIOIGATl3 DROP IN GLAD(3d•DeTAIU p 7 VMW MNIM•M POUtbATION olPTK MDTM,POW004IN6 VQTW T IS SOILS R1to-o T.C�MiMVL'301E R�JIRB^OiT6 a a a jib 999 jP�� O REFER TO 5TRUGTURAL EN&INEERIN& DRAWINC75 a FOR INFORMATION NOT SHOWN HERE aaaa 444aad FOR HARDSGAPE INFORMATION REFER TO LAND5GAPE PLANS aaaa a a a a a a � � a - c z I RAW O (4 0 8 Z19 4 Z PORCH ' RII';• Q a if 3 _JQ. Q I tt I tt I t1 W O 4 I' 47 • 2'-T's 44•s SO O7-rFOR BY A2EKgs� �� gNCE p g � V/sPdb/e d have bep CIArES INC. N N s ab 9r °Ooem °re�,:pw TE p Y 0 PP pSVdtldnee/ta Pl'Cab/pCtyagd tl�/rPerRrltrtae�� K PROMO!TIM PTO.POR aUt m,to ror the ve an nr:shay P rmit hori tl,n '/�v. nIt m n a - 1----! - 1 °tles dPPr° Plan.. °/ 0]U7 MA.30NlY VQms M. cOtles ShaUtp yolate°or c'o/�en+hinof m°Stsd eb rho �!'WDG -Z O WALKa oY dtl to A N v one gig J Q W i o MM. `_ w r � o N N'-4• sC-O' Y-10• •1'i• 3C.3• Q `O r RC•fll TO M31G PLAN FOR RGPM TO M31G PLAN POR NO TM,OIM?I61pN3,AND Nam,DIM?1O ol'o,AND Q Impoft"Ttom NOT 3NOM �TION NOT 3NOYM1 g W HIM N x SLAB INTERFACE ADDENDA SCALE V1••r-O SLAB INTERFACE ADDENDA SCALEI/B J o� N W U FLOOR PLAN NOTES Td4' wrong \,\�GT a 6 (/J I."'GUAR REFWIO ATOR SPACE.K.UFe FOR WATM SUPPLY. 26 O 1Y-0' ap'-0• VERIFY M01H MID DEPTH IF BUILT-IN REPRIO AT'OR. kr Z.PANTRY.SEE INTERIOR MZVAnc". ____ ________________T S.SO'SLIDE-IN RAINS-OVEN GOMIDINATION VV BUILT-IN HOOD, W do 2L0' IC.'O• ,'-0• 11'-0' 4.LI�GOOKAN EVVO TI TO OUTSIDE MOOD A U. f FAN 2'-0' S'-0• sw 6' 4'-,• 4'-9 4'-S' 1 4-r W-O' 4'-4• 1'-0' S. COOXTOP YV ODOYIDRAFT FAN(VENT TO OUTSIDE AIR). a a a a J� « SSP� U i-- - -- ------ 6.SO'GOOKTOP(DROP-IW I'N/METAL NDOD W/LIdW f PAN LIP!O'OPT. 1 (NQN7 TO OVTSIDE AIR)W/90'BUILT-IN OVEN(BELOW. Do"ABV. OFT. PR PR I 7.W DOUBLE OVEN. I D.BUILT-IN MICROWAVE, I ,.OPTIONAL TRACK COMPACTOR I 10.OPTIONAL RBGYtdt DIN. DR. &LJ I I I.S •TUD/SHOMER M WAT RESISTANT WAINSCOT TO 12' p 2966 PO. S0T6 0- 26%F.b. 6060 SL DR(Tempi 4046 SL '-0 ER ABOVE DRAIN UNA.PROVIDE SW4WIM CURTAIN ROD UNA. A 12.ABOVE T SF URO. PAK SQ PLAN FOR SIZC.TILE TO T2' OFT.3060 \ it I --I OO 1---Y 15.HAND BWLTTLE SNOFIR SW PAN FOR SIP,TILE TO 12" L Fit DR Tow. v i i 0•ABOVE DRAIN UNA. a a a a a a a a a a a Q^ 14.6 X 42'OVAL TUB YI/GEeAMIG TILE WAINSGO'T.PROVIDE �( iM `��� MOTOR AC-CAM PAWL AT OPTIONAL SPA/M'DROMIASSA6E f w NOOK I BATHTUBS.VERIFY*ZE AND LOGATION OF ACCESS PANEL. ,V'GI.6. '-0• S'-2• S 1 d I6.SHOFaeSKA.RSEAATSEE�PLAN rode{116OW ENCLOSURE. Q �• _ i i0.LINEN CQkVJ�SPA�SHELVES.IELEVATIONS. }T 4-O' C ,-O' 1 I I Iq.P .W VENT TO OUTSIDE AIR y y 96 FAMILY Y AL KIT HEN ^ s 20.K44 W VENT TO OUTSIOE AIR. p * f 1 I T CH N ] 2 1.PROVIDE A Ia'IKON HP.PLATFORM FOR WM OR PAL.PROVIDE g " ' euL I I GRILLS OR S : COMBUSTION AS SHOMM TINS PLAN AS�QVIK TOP AND BOTTOM AND 0FOR Fi.L.ON Le 3 FAMILY11' -` ISLAND , T PAOa;„ W VPlRtrO CV4IXO4MNA �444 4444444 b n al AT OPT. I 32.14'X ID'bJ.aGIR�f L.OIlVG1tm GOM•tDUSTION AIR VENT. 'TT AIS I'-0• ,f,�. 4'-4' I'-0' 4•.,f. s:-0• r S•i• SILK Ids-10'�� I Zs.S'DIAL BUMPER PPE 36•HI6N1 W MIN.12'ENBEDN4ENT. iAC 24.TEMPERATURE f PRESSURE RELIEF VALVE. i 1 7 OPT. I 26.14'x 6.6AR.Am m*040ST VENT,SGREEED AND LOUVERED. n 7r m I 26.DRYER VENT(MACµ f.LENGTH IMIGIJUDING(2),O DE61eS I ELBOWD.PER C.M.G.5O4.3. q ----- " b.a P. 1___ III ' I--- 27.PROVIDE WATER f WASTE FOR WASHWL 30T6 S.M. SOTS SH. DOSS S.M, q =_= Q - I� �" 26.SAC DRYERS INSTALLED IN A GARAGE MUST DE ELEVATED SO N 2 b -iv ` Q 2,.A MIt4 SM�TTIDY 0 D00 RAIN M'047"�RBE=A NO ELEMENTS ARE PROVI R. DINING I 4 {�I+ly I S'�O 4'-Y 4'-2' 6b' SO.2xb STUD wALL. egay 'Q q 6 �4. TI 1461 S .row wALL.am PLAN FOR Helow. C� i JJI----ill p Y 46 %.BALLOON FRAJMED wALLS.SEE STRIA:TURK PRAMIN6 PLANS, 0. 32 61-I1 D4• S6• S'-1• 1 SS.FLUMDING WASTE DROP FROM ABOVE. G'-1• N 54.22'X SO*ATTIC.AC-CM PANEL PER GAIZ.ITOS.1. -0.AT OPT. HALL I BEORM. 5/ j SS.(OR PER O.M.C.,06). PPROONADC FUEL s 6,LIA`'6NTT AAND SS NTGH. AM- DINING LIVING ""'"'' 1 N OPT. DEN Y 36.METAL FIRBFLACE.as MANUPA GTUeE3 SPECIFICATIONS FOR O D = PROVIDE F A� XX•SEE PIN FOR BOX SIZG I ID'-Vi GL6. BA• NN 911.APPLIANCE FRS PROVIDE FA.NESIFY D-VENT Wall" 4 7' \1 I ' 'Ip,-0• I•-D• v!• 10• I01-0 0 6 AND TERMINATION REOl71ReN•C'1TS)'TCMC.O Ul.MN I'f022•oR 4 b I I 1 46 ]6M SD.ELECTRICAL SERVICE PANEL.(SW UTILITY FLAW. 0 WWW _ T 1 t U S6 SO' M' 60 40.S6'HI6N GUARDRAIL PER C.D.G.SO,. OPTIONAL MEDIA x --;��J ,� o I2 --� > x 41.,I•_„•INCH HANDRAIL ABOVE NOSING PER 0.9Z.IDOl3Ab 42.FC'8 POST. 17 I 43.Z-LAYERS S/D'TYPE'X'STEP.DD.PRE SEPARATION AT GELIN6. w I 44•FSM'TYPE'X'IRE SEPARATION COOLER NHOUSE 4 AM SEATO'BE �1 AT FAMILY SCALE o' A n LL _-I r j i a II rNALIc II; A ~73J' �• 2 j,r + i I I I j• s•PIA '1. 4S.FIRE SEPARATION BETWEEN 2ND.MLR f GAR GL6.AND LA WALLS suPPoRTINN 2ND PLR TO BE WO'TYPE•X'GYP.W. 4 sO ENTRI I �I 6 0 = r .= ABV. r 46 WO'TYPE 6d DGOOLMNMLAS AT 7"oOr- W Id-10' d W-W.GL6. 1 - S.i P. �' 41,Ltt!OF CRIPPLE wALL ABOVE. (q El `l.--1 40.FLAT SOFFIT.SEE PLAN POR 1l16MT. ' S.H.096 SOTS S.M. F 44.ARcMp SOFFIT.SEE INTERIOR CJ:V.OR PLAN FOR SPED. I U � AT OFT. ''� SO.LIP!OF FLOOR MOVE. 7 SS BDRpN.4 44 SS 44 D 21 S I.WaLF.SIP:PLAN FOR HEIGHT. f ___ A I 24 S2'GLASS BLOCK --- / •U'-0• ,'-0• d-2• 2M6 SS.DUCT CMASm VERIFY NW N.V.AG.DRAKH" SW RCGCSSW LUMINOUS CEILINS.SEE FLOOR PLAN FOR SIZE AND O SEE UTILITY PLAN POW ADDITIONAL INFORMATION. $ U P �FM1 / SS.LRt OF SYNTHETIC STONE VEMM SEE ELEVATION. 56.LIME OF MASONRY VEBYt SEE ELEVATION FOR 1116HT.SW (V a y f I 1 I Ov.PORCH I -------- I 57.SLAB or�wA Mr OW ELEVATION FT .RETURN DIMENSIONS.G x A I M. 11-I STUGGoLIM I I O S•-S• Y-0• S'-S GELINN 1 -it 2S S6 LINE OF WAINSfAT FURR'6.SEE EtVATION FOR HE6HT.SE'_ d I V 6 I I �% 74 14R SLAB INTERFACE PLAN FOR MORE INFORMATION. Z w a RATIO I S,.LIP!OF DECORATIVE FORCH RAILING.SEE ELEVATION. _ _ _ _ GARAGE F 'P ac 4 I I DEN- _ --_ I I 60.LOPE OPEN SMALL NAVE INTERMEDIATE RAILS oR _j Ff W o -t I I'__� I TOP OF OUAADRNL SMALL NOT DE LESS THMI 96•IN/IEIAHi. � 17 QQL) S n 2-O' 6'2• r� --- CANNOT PASS ORNAMENTAL PTHROIMM.PER C.D.C..50,ATTERN SUC+f THAT A�4'IN DI.MlTEe I-E \ b l.PROVIDE DBGK DRAIN(SI W/OVERPOYI PROVIDE BUILT4JP \\ OVWXYI F�ITEIeI BEIMD ORAIWS)SO TO OIVWtT VAATER a'-11• 4'-0' I 62.10'TOWR BAR-NOT.54'ABOVE FIN.Fu O dCV. I SEE `\ I 64.TOILET PAPER HOLOM--MG��PIADOVE PIN.FLR § I \ 6S.IIOV OUTLET FOR IRRI6AnON GLOGK \ I SO 66.61*6 NESTER LOCATIOK SEE UTILITY PLAN. r_J, , - - \`\ I GENERAL PLAN NOTES C4.050T \ I I.ALL INTEUOe DOORS TO BE HOLLOY GORE I"I THIC.UN.O. O IbOTO SECTIONAL s.Ve/iE POOR to 60'I0 sOGnoNAL OAP.DR\ I ISO PLAN MOW SIZW AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEA ISOLT AT TOP OF INACTIVE DOOR��rr..,,�� FZfKASAFC p hl yk - 2.ALL ENRAGE SERVIGC DOORS TO Be HOLL4Y1 COR-VTF PfRU.:�' V p q _ THICK EXTERIOR 6RADG(SEE PLAN FOR 5T3FJ. g S A/TC �'� --------- I S.ALL HOUSE TO AND DOORS TO DE•lO1,� •7TK. CUATfS /R\ t N SELF CLOSING AND T76NT FITnNb.(SEE F�� ba �UNC• 2 Y/ h-p a ALL ENTRY DOORS TO Be SOLID GORE I I#NS n .�•o r Tf �E U�1 pOj N SEE SIZE).AT DOUBLE r ENTRY DOOR T °rn ce 'ore;e'1re Q'n T,P• 46 OL.CV. TOP AND BOTTOM Or INACTIVE DOOR The tq nPPticableC� bd Be Nets PernJ•t�Ne,1dr s J m V7 5.ALL EXTERIOR P102MA DOORS TO SE I,;y4•TINICAIv PMA PLAN FOR SIZc,J'.ZASOLT AT TOP D O'OUDLE�E �VIDBn:;, _ C O •.BUILDER SMALL VERIFY W/WINDOW BOTTOM S 1j ° °t r os �w-� M �. o I'-10 4• .�. 4• �'� ESCAPE OR RESCUE WNDOW6 SHALL of ctonst sotl on 3 =Z OPTIONAL DEN OP""B`E""A DIMENSION SION SMALL PELT. 24 G" 'r I'-D• b'-0' I 2'-2' Ib'i• S'-0' G'-4• ', aZ it tl to J Q v Q OPENET C4.0A !!PANT DIMENSION SIW L IO 24 INGIlSNN SMALL .TT! e E meo a6rf S b■ i N� , SCALE:11 -1'-0- 10'-0• ,'-4• SOW AND HAVE A FINISHED SILL HE 6HT NOT MORE THAN 44 INGYIES oV tons o)q9y Lu O M AT BEDROOM 5 ABOVE THE P E OOR.IPe UJW.310.4),KNIPOM NOT MEETING H 0 J N THEM REGUIR TO SMALL BE BROU6HT THE IMMEDIATE !n SdC ATTENTION OF THE ARCHITECT. i'I,rNEN THE OCGLP'ANCY SEPARATION DETr@N THE HOUSE AND 6ARAAE IS APPLIED HORIZONTALLY,TIE STRUCTURAL MEMEERS SUPPORTING THE SEPARATION SMALL.BE PROTBGTE7 BY 7N! awVALENT FIRE4RESISTANce CONSTRUCTION.(I+EC SEf..902.2) �M W SQ. FOOTAGE 10- FIRST FLOOR 1502 SECOND FLOOR I S q•f s o RU ,�ADDEOA FOR PLAN TOTAL 28q q FIRST FLOOR PLAN A CHANGE PER ELISVATIONL GARAGE 63 3 0 � N W SCALE:1/1•- INDICATES EXTENT NOTE.FINiSIim SGIUANR POOTAM CNJG4LATIONS o w J MR THIS HOUSE mm MADE ITAGED oN PLAN W ilii:lr(:tmng:e OF POTSNB.F OR DIP-MMONNS pLY AND MAY VARY FROM THE x 0 GOMFflRED GLO.SEE PWSIm WIUMQ FOOTAGE OF THE MOUSE AS BUILT. PLAN FOR HG6HT(b)..::::................. FLOOR PLAN NOTES SE * Q�1JJ I.94'GUAR w"Al"RATOR SPICE.PLUP'6 FOR WATM SUPPLY. 26 12'C SO'-O' VERIFY W N DTH AND DEPTH IF BUILT-IN REPR RI6ERATO `ti_ r 2.PANTRY.SM INTERIOR ELL5/ATLONB. -' U ________________T !.!O'SLIDE-IN RANOE-0dEN GOMENNATION W/BULT-IN H000, Z 2'i• a'-0• 3'-0• 2'i' R�-]• 6b• 1212' yjL�1666F1T't FA11(RUNT Tb OVTSIDE", VX fWC. 4'-9' 4•-S' -11' '-4' W-4' IO'-1' 2'-1• 4 NENTCO O�OIJT'S1DE AIR). ~HOOD W/LI6MT t FAN �J7 9t SZP�O� U !.S6'COOKTOP W WI DODRAFT FAN(VENT TD OUTSIDE AIR). ___ --__ Y 6.!O'COOKTOP(DROP-IW W/1.lTAL HOOD W LIONT t PIN I VENT TO OUTSIDE AI7 YV BUILT-IN OVEN R 90' EN(BeLOMU. I 1.XX'DOUBLE OVEN. =r�,• PT. DECK a.BUILT-IN MICROWAVE. I A.OPTIONAL TRASH COMPACTOR I iJl 10.OPTIONAL RECYCLE BIN. ----------- ------ I----------- 11.S�WTUBI'JFIOMER 11V WATER RESISTANT WAINSCOT TO 12' 'F 3646 Fb. !d6 SI- YY F.6. 26y6 aJN. f7t'PJ ABOVE DRAIN UN.O.PROVIDE SHOP'!R CURTAIN ROD UNO. Ca j 12.PRE-CAST SHOHIR PA N.SEE PLAN FOR SIZE.TILE TO 12' ABOVE DRAIN} \\ &'-I,CLG O 7 O iOI-s t1 la.HAND BUILT TILE GHOMEWL SM PL.W FOR SI3.TILE TO 12• 'Q�y p 7� f 7 $I I4,6A0-X s2•OVAL TUD w COXAMtG TILE WAINSCOT.FROIACM 4 4 4 4 4 4 4 4 4 4 4 \ i1 OPrIONAL f \\ M BATH 15 I § pATIA{lOBACCVC�IRIPPI'61A L AI71D LOCATION /PANGL d a4•CL.6. S.SHATTERPROOF 6LASS SHOMCK ENCLOSURE.I6.SHOMICK Z. \\ 4 i r-I• ? // I :I.LINEN ADINCTSEAT"SM. SEEI�NTERIIOOR�ELLEVVAATIOI'Ila >/�4• 10'-4• h S'-0' GTE Sti4•J 4'-Y n W-0' I S la.(W BMUALLY SPACED SHELVES. 7 I \ / 6 14.FAU.S'VENT TO OUTSIDE AIR pq ♦ 12 42•X42' 2 1.PROVIDE A 16'NL6H WD.PLATFORM FOR Wm OR PIJJ.PROVIDE f ! I \ M a 20.AM v Vow TO OUTSIDE AIR 1T X / W-Plee I ------- DUCT S 514 401 N N AND BOTTOM AND RETURN AIR U.ILLSONL OR t1 p1J(T AS SIIOMN ON HEATING FLAN AS REO'D FOR FAU.ONLY. p \ WALK IN IF FALI.AND WM ARE SIDE BY SIDE PROVIDE A'T'FUJMBING MASTER \ r 1• __ s �T II: I FITTING AT PA.AND A COMBO.Ts'veNr cG+6ecr10N FOR DEL. 4 4 4 4 4 4 4 4 4 4 }-� / Y 64•CA.G. - use OF WUPMCNT.(VERIFY) BEDROOM \\ I4a}-��/// p s ' 11`� r1 1 12'-10• 0 I � 22.14•X 16-0.1.aGRLCHm t LOUVERED COhlU6TION AIR VENT. 4 �-� J J I I ' ( I 2_.!•DNA.BUMPIER PIPE 96'HIGH W MIN.12'E•EEDMCNT. a I GU1I1a�/ `. D 24.TEMPERATURE t PRESSURE RELIEF VALVE. ' !s 4s T'-I• o.c.-.-.= 25.I4"x 6'6NlA6E 0JO0416T VENT,aGREQCD AND LOUVERED. j r \ ,a• a••P. I 26.VWrE!VENT(MAX.14 ft.LENGTH INCLUDING(2)40 MWW _-_____ ____ CLBOWS.PER C14.G.504.3. 1 2T.PROVIDE WATER t WASTE FOR MAGNER. --rt. -r-e. --P 26.TIGIS DRYERS T 7bgM0 �TGIAIlD INBURt�t��,MiD ATTR S ARE A MINIMUM OI'la•ADOVC THE FLOOR LEVE.. eepppp _ I 24.PROVIDE SMLTTY PAN W/DAWN BENEATH WAONM SO.2x6 STUD WALL. IT BEDROOM Z I !I.PONY WALL.SM PLAN FOR HEIGHT. �H !2.BN100N FRAMED WALLS.SR'6TROJGTURAL PRAMING PLANS. T I \ \ 1a �, I T'-1• Y I w !S.FLUMDIN6 WASTE DROP PROM AWOVM D" !4.22'X SO-ATTIC AGGeSS PAta PER GD.G.1505.1. Uyyy' \ 12'0" '-4 4' 4'-4• sV' '-0' // 2 !'-2' W-10• I 95.PAU.IN ATTIC.PROVIDE 30'X 30'ATTIC ACCESS PANEL. ` (OR PER GJ+IC.406). PROVIDE FUEL GAS,LIONT AND SWITCH. i \ y-1' I !6.METAL FIREPLACE.Ss MANUFACTURES sPEGPIGAnOVS FOR q _ Y f I. RAISED HEARTH KNURMIIM'6.SEE PLAN FOR BOX SIZE. tl 1' \ OPEN TO " \\ // § °- HALL Z f I PROVIDE FA.AND KEY. XXXXX e0 I i \ pdpW - 64•c1.6. 1 G p in 9T.APPLIANCE FIRePLAlMC.PROVIDE P10.(VERIPY B-vew EXITING pT Ch 4 I I L \ \ / 2wG ao66 1H Aae I AND TERMINATION REWAIIREMlNTS) gM I�o22•OR "� Z 3 52 I -0'�' -K'd' --- 0'-0' / !'-0' / S'-0' \ -- - - - I !4.SKYLIGHT. xcvlGe PANG.(SEC UTILITY FLAW. 14'-2' p I S � 40.36'NIGH GUARDRAIL PER CDC.504. 2-0• 2-4• a I __1 // / 41.W-9a•NOR HANDRAIL ABOVE NOSING PER CDC.IO099.9e -• 41 ��- 40• 42.NEWG POST. I / 4S.2-LAYERD 9/a'TYPE'X'61T.BD.FIRE SEPARATION AT CEILING. V J S'-Y f'-4• I // J=-1 ]N6 \? I A 44.P 14 YIM YPPC'X &YP. COOLARATION ELTV�N HOUSE ER NAI SEA O GEOr. A I / \ G 45.FIRE SEPARATION�END.lT.IR.t GAR GI.6.AND MALLS Z• T }y� I // Y // \\ \\ I �• 46.5M'TMPEX'R6TIm BD UNDER STAIRS AT ENCLo6®YP.e0. I 4T.LINE Or GRIPPLE WALL ABOVE.SPAeE.ad C40LINK NAILS AT 7'OG. II BE'QROOM 3 40.FLAT SOFFIT.See PLAN FOR mlowlt: . • O k -Z04�FO.-2046 Fi. - ---- 5 i \ e'-I<GL6. I -M or LOOK ao INTERIOR ELN.oR PLN1 FOR SPC. - \ i II �•p \ �I so.LIINe or FLOOR Above I. 11HCLF.SCE PLAN FOR HE16W 52.eLASS BLOCK. Z z I „ I \ r SS.DUCT CHASE.VERIFY IIV H.VAG.DRAWNGS. z 7 1 T4• 54.RECESSED U"Nous GEIuN6.am FLOOR PLAN FOR size AND A. 4 qq I I \ I SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. a G 6'-I'�• 1O }� 6 \ \ I 55.LINE OF SYN C-STONE VEICER SEE ELEVATION, I 40' T'-I' 40' I _ BONUS RM./ s6.LINE INTne FLU FORER �C"ELEVATION DIMENSIONS. N J off, i OPT. BDRM. 4� \---- ao�o FA_ So.ILINE.IIM OOP'M2 INSC1 .OT�PURIWO.SELEVATION ELGVATIOONN FOR H01eHT SW ° I BATH 4 \ 0 f SLAB INTER'AGE PLAN FOR MORE INFORMATIOK Z A I a'-1•CL.6. // \ I s4.LR!OF DECORATIVE PORGN RAILING.SEE ELEVATION. \ i 60.LINE OP EXTERIOR BALCONY GUARDRAJL-SM ELEV.FOR MG. Z d a I / BA. Z NI TOP OP SUARDRAJL SHALL NOT BE LEM THAN 96•IN MCIGHr. O p O / \ all, I OPEN GUARDIRAIL6 sNALL HAVe INTERMEDIATE RAIL!OR AN i ORNA-9WAL PATTERN SUCH THAT A SPHERE 4•IN DIAMETER W I\ \ J I CANNOT PASS THROUGH.PER GD.G.W4215. n N G 61.PROVIDE OBCK DRAJWS)MV OVERPLOML PROVIDE allILT-W BEDROOM 4 �} II I I \ Y NTeel M DIRAIN(S)50 TO DIVERT WATER AM^01-1•CLe. Ala_ t I I \\ � I 62.II 16"TOMCL BAR-HST.54•ABOVE FIN.FLR p N I 6!.24'TOPCL DAR-HST.SW ABOVe FIN.PLR M a I I \ \ I 64,TOILET PAPER HOLDER-HST.24•ABOVE PIN.PLR TEWP•il II \ I 65.IIOV OUTLET FOR IRRIGATION CLOCK r I I \ \\ I 66.GAS METER LOGATLON.SM UTILITY FLAN. I I \ II I GENERAL PLAN NOTES YT I.ALL INTERIOR DOORS TO BE HOLLW MC O GORE 1!/6•T .U.N.O.(SM PLAN FOR SIZFJ.AT DOUBLE INTERIOR DOOR CONDITIONS O --- n PROVIDE DEADBOLT AT 70P OF INACTIVE DOOR FOR 0 SM 2.ALL GARAGC SERVICE DOORS TO BE NOLLOW GORE IT'I,, OVF,J O r-- ------ -- ----- ----- THICK EXTERIOR GRADE.(S@ PLAN POR Slw.e�, AZE 'f, 1 SSUANC cn U) 3. ALL HOUSE SELP To G ANH�*c TLTtZ tb0:PLAN h T ",OC/AT`�S•/ C W L O (4 b ALL_ sE: 4.POR SIZE).AT DOUBLE ENTRY POOR PROVI DOORS TO BE SOLID OORZ I4 b E ^tl d��af..,. OLO E.N. TOP AND BOTTOM OF INACTIVE DOOR T Yall PPI as ':z I r. 9 e I O 1 Ih �� f� > I 5.ALL EXTERIOR PRENGM DOORS TO BE SOLI 4 T1,IG1c ri d" (SEC PLAT POR SIZD.AT DOIJDLE FRENCH 9 re� - r;u s m U)r C D DEADBOLT AT TOP AND BOTTOM OF INAGo of he e„ J 2. •1„ 6.BUILDER SHALL VERIFY YH/WNDOW MANJF�1° II a Perm/r W (/�) T R M y/ E6C,APE OR PIRSCAJE"ROOMS SHALL VHI. P111Y flRc W ary w he consas y 3 1,2 �!P 1 • ✓ D O O 1 1 1 y'`5• ''-0' 12 T' 4C 6-0' 4'-0' 6'-0' ri• Yam' OPENADLE AREA OF S.T SION BH PEST.THE �L96RR.. mi of tAo apPli J Q\r7.. O OPENIDLE 1l16N7 DIMEN610N S11/1L.1.DE 24 ING/C5. WI �F4ce Jh P`osPme 6Lu scw�e:v,•-r-o• NET CIEAR OPERABLE WDTH DIMENSION SHALL BE 20 INCFC6 provipo a ro I cc T3 V) ,/, IT-4• 20'-0' 1a-o' �THE LVE A OO14 R. uL JAZ!510.4ow�WIL�NOTKAK µMQ7 NO a 0 44 AT BEDROOM 5 ii 5C-0• THEBEATTENTION RCOlOF CNTS SHIil T BItQ1GMi TO THE IMMEDIATE 1O , ATTENTION Q TIC ARGFNTBGT. Y.WHEN THE OCGIJFANCY SEPARATION DETMlGIN THC MIOUBG AND GARAGC IS APPLIGD HOIRIZONTALLY,THC ST1tlX 711RAL MCMEEt9 SUPPORTING THE SEPARATION ORAL-.PROTECTED BY THE EWJIVALENT FIRE-RESISTA 110C GONSTRUGTLON.(IIBC sm.5022) cmM� W `O r 0 W NIP M SECOND FLOOR PLAN A u, mC4 uJ U m II� O UTILITY LEGEND ,t T d lUIRFAGE Mou+r®CEILING uGHr FIXTURE w �. N I RCGCSIW LIGNT FIXTURE HANSING L16Nf PIXTURE 1_______________.T I - VP. REGESSGD LIGFT FIXTURE W/VAPORPROOF LENS I i COVER WY-I AT HYDROMASSAM DATNTUDS) I l I I � + WALL MOUNTED Uow IIXTVRE I I IrOCATfON I W.►..DOj I N WALL MOUNTED SCONCE LISW Wq SURFACE t- U RLORE6GENT FIXTURE/UNDER, O Dlxora•,ecT CADINEr LIGHT FIXTURENOT PLUSH MOUNTED STAJR TREAD LI6NT. 4 4 4 4 4 4 4 4 4 4 4 1 NOQK I REGESaIED FRK.TIONAt.FP EXHAUST FAN, q YII w... \ //y — \I STeG14 CONTROLLED DOOR -32- I'' RECESSED COMBINATION LIGHT{EX1W)6T FAN. SWITCM CONTROLLED AT OT. \ FAMILY KIT H IMWMWW �T,°"Exww°T FA""e"TeR I x 120v DUPLEX GONVlTUENCE REGEPTAUE O U FAMILY \ \� I I , aft 220 240V SINGLE CONVElISHCM RECOPTACLE l or 120V DUPLEX CONVC•RENCE REGEPTAGLE, SYYTCN GpITROLLED,In NOT 120V GUA W%.EX CONVRLENCE REGEPrACLE, U `-- I 1 �" ----- I �,� -� -:� 120V,DUPLEX GONVEW EFK.E RCGEPTAGLE BSdY rv. 1- _- - - (INCL.INSIDE CADINET OR ABOVE AT CNLINS). DINING I /] ----- _ 3 ---- or IN. y'r• 120V,MATNl9[FROOF DUPLEX CONVENIENCE � q 1 NOT _ _ / , O RECEPTAGIE 120V,GROUND I ILT CIRCUT-IWORR JPTBR(WWI) ° t / DUPLEX CONEE 2%"ROCBTAGLE Z \\L ING I 4�10 I HALL I rv.OPT. EN � ve. I T H RPROOP G.P.G.1.DUPLEX GONVEWENGE / \ $ DEDICATED CQTIJ1Bl CUTLET AT! 'I \ I ( O5 Q 120V FLOOR TYPE DUPLEX RECEPTAGI2,YVGOVER W t I DINING \ 4 SINGLE POLE LIGHT SWITCH OPTIONAL MEDIA AT TiRQ-WAY LWGHr GYRTGH � y SCALE.V,'-I•-O• OPT' W IN- —� FCUR�'IAY LIGHT SWITCH i AT FAMILY SINGLE POLE LI61ii SYRTGN W/DIMMER CONTROL ENTRY • � ' �� � i i i I__°t _.__'3- � PH. TTs.en+aa.rAuc � TV. TELGVISIOI ANTENNA/GABLE JACK \ �•, '� -}-� �DOOR CHIMES OR GARAGE �I a ----11T� --- I ° ••• DOOR C0,105 r ,/ I I THERMOSTAT,VERIFY LOCATION WITH HEATING R g g HOT -/ I I I I I - - - OJ JUdGTON BOX,WITH COVER OR ADAPTOR AS m 0 REWIRED.eoREWIREDV �; p u PORCH ,{ L 1 ® SMOKE ALARM,IGBO APPROVED.CEILING Z J m 1 ,, 1 MOUNTED,HARD WIRM AND VV BATTERY 5AG4QIP 4. °° ------- 14 —mil �►— � $ 1 / -- GARAGE � O J o celuNG RAN JUNcnox Box,WITH co�eR OR DEN I U N o ------- ADAPTOR AS RBOUIRm I / AT LLb. AT GL6. a W y FO u6HTED ADDRESS SIGN MbIBLE IRON STREET) (LOW VOLTASlJ TIED TO PHOTOCELL. z rv. ` \ I ELFLTRIGAL VAGUIM LOCATION. O I •FOR eI RR16ATION SERVICE PANG p r-� I 3o.VW OWIeATW MIN.IRCUIT FOR VA J.*4 SYSTEM 2 a SECURITY SYSTEM MASTER U•UT x cLoseT I �7 AFLORAIN(FDJ OR AREA DIWN(AD),NOTW W 0 Q cn H W �iF., vi w, a fC ------------------------ ROOF DRAIN(RD) BY SC07TF� -PgJr FOgNC � a \ A y FID NOSE DIDD(FW o T AsOC/A 7S 3� q �-�(-HB W/ HOSE SIM WITH SHUT OPIP VNg h! T— 'UVG TTO ¢M I y 30V PePreob FUEL GAS OUTLET m w ni CRby aha Issuan G,c i.,a Ic ISB Perral iat� l r/ �W^ `_I LOOSE KEY VALVE NIYJ =Z o OPTIONAL DEN LO E1NAT10L6 FOR EXACT codes O1 aPprap P -G o o Q o ar, Per h ■S S N . —QW WATER STUD OUT FOR FOIU@YGI!! V �, es° ��/ � M LOCATION Q LIGHTED ^lY i�'"' hce. ',:I,n b mio e7 W ADDRESS SIGN. rotles shall iolate° No ::,,'.,I n {Ihg ns r gs x cc O AT BEDROOM 5 SCALE V,•-I•-P• h p 'j Oli 9 � �Y �J se,atl 04 NOTES: s'°'�� 0 bh� � I. MDCHANICAL VENTILATION POW TOILET COI•rAWTMWM AND Q DATRROOMS SHALL M CAPABLE OF PROVIDING S AIR CWNGES PER HOUR G.B.G.1203.3, M 2. PROVIDE LISTED NON-IRCMT/ADLE TYPE DICK FLOW W PREVENTION DEVICE AT ALL HOSE DISM. G.P.G.603.4.-1. o S. SHOYIRS AND T S-SHOVCI%CMDWHATONS SHALL M PROVIDED YV I O NDIVIDUAL 00KTROL VA.-VM OF THE PRESSURE DALAHGE OR THE TIRMOSTATG MIXING VALVE TYPE.G P.G.420. W 4. GAT a RG 6 WIRING g o FIRST FLOOR UTILITY PLAN ,. ARG FAU T CIRCUIT IhTTERRU�TEIRS ARE TD 3 V uxv AT ALL BEDROOM REG?TAGIEb o z ■ W o 0�L3 J .m W m U m O UTILITY LEGEND SURFACE MOUNTED COILING LIGHHT FIXTUNIO �_______________________T w W REGE6SED LIGHT FIXTURE Z V C I I " HANGING LIGHT FIXTURE I ' O U I t VP. ReGESSED LIGHHT FIXTURE YV VAPORPROOF LED I i COVER. (GFGI AT HYDROM4,56A6!SATHTJDS) (� 7 I i WALL MOIMTSP LI•HT F9XTJRC I I 1 WALL MOUNTED SCONCE L16Nf W� SURFACE MOUNTED MLOORESGENT FIXTURE/UNDER U, CABINET LIGHT FIXTURE z 1i T 1 PL116FH MouNreD bTAJR TREAD uNiHT. 4 4 4 4 4 4 4 4 4 4 4 N. M BATH , RECESSED FRACTIONAL HP EXHAUST PAW, � ONTC 4 CONTROLLED CONTROLLED LI&W/E70WJST PAN, RECESSED COMBINATION EXHAUST PAN/HE U SYUTCH CONTROLLED x n�. 120V DUPLEX CONVENIENCE RECEPTACLE U MASTER I II !� 220 240V SIN612 44WEIINIENCe RECEPTACLE 4 4 4 4 4 4 4 4 4 4 4 s BEDROOM O II;` �; �} li HOT 120YGNT DUPLEX CONVENI",1/2 N REGEFTAGLO, sWlrcH coNTROLLeD,I/2 HOT U ��---`.e——— — —— �1. + 120Y OUADPLeX C PRIA UENCE R66EFTACLe, ' N. tior 12OV,DUPLEX GONVEWENGE RISCEPTAGLO BeLOW i c~ (INCL.INSIDE CABINET OR ABOVE AT CEILING). u ---- BEDROOM 2 Yr. 12OV,YEATHERPRCOP DUPLEX CONVENIENCE G N. ReG�TACLE / 4* I20V,6ROU P FAULT GIRGUITANTERRUI-TER(GFGU ' DUPLEX CONVENIENCE RECEPTACLE ` x / Yr. 12OV,YVATHERFROOP Gr.G.I.DUPLEX CONVENIENCE Cti. RC.EPTACLE '$ YY 1,� "a _I; OPW TO H,�LL 2 ' '�' DEDICATED COHlUTBt OUTLET \� •Q 120V FLOOR TYPE DUPLEX RECEPTACLE,YVGOVER �. w SINGLE FOLE LRWr SKTC44 II THR M-AAY LIGHT SYUTC 4 p� TV. �4 FOUR-MAY LIGHT SWITCH � � —' W SINGLE POLE LI6W S"TCM W/DIMMER CONTROL 04 ON. PH. TELEPHONE JACK W BEDROOM 3 �—Q TV. TELelASION ANTENNA,/GABLE.JACK Z � iII PUSH BUTTON FOR DOOR CHINlS OR GARA M a II 1 DOOR OPEER II z / II � '6•• DOOR GHIMa A �J THERMOSTAT,VERIFY LOCATION WTH HEATING 6 n II lioT Pr. AG LAYOUT F OJ J)NGTON BOX,WITH COVER OR ADAPTOR AS x U z BONU5 RMY 1 REQUIRED J C2 < ,d a U O SMOKE ALARM,IGDO APPROVED,CEILING z OPT. BDRM. 4/ / �\. MOUNTED,WARD WIRED AND VV BATTERY BACKUP <� a BATH 4 / BA. 2 © COILING I-A N JJNGTON BOX WITH COVER OR J o C ADAPTOR As REWIRED y� �. �./ II / N. O LI6NTeD ADDReSb SIGH MSIBLC FROM STREET) n' BEDROO 4 li /. (LOW VO.TA6E)TIED TO FlWTOC ML. Sn iT - - ice + O G— VACWM LOCATION. it II DEDICATED MILLRCU IT FOR VAGWM SYSTEM 2 a II SECURITY SYSTEM MASTER UNIT Z FLOOR DRAIN(1'D)OR AREA pR/UN(AP), AS NOTED O W ______________ SC p4 4 V/ A rn Q r———— I Q ROOF DRAIN(RD) CTT FEE IN' t�U a s Aye� -}—�HIS HOSE BIRD NO) 8z 6 1y°JCIA TS YP ~_p •� he Pllcable S have be ES; � -5 O0i if1 4 Po V1 N —He WV HOSE BIBB WITH SHUT OFF VAL e� al�o°,' ssd r r I ed AT E,. O O O U MCI � SOV apPlic > I �--� FUEL GAS OUTLET(h'i) ppe��edance able cn ag c. a am,,,^z ion m U)n Perrbl7 2/or thBSr 9ra n. ,BS. if P°0 J a Lu - LOOSE KEY VALVE f1�Y) ehellto v of dlate oa'ti�sNe I°o°/hel°°Se ee Q n 0 —QW WATeR STUB,OUT POR FOR ICE MAIGERvali°', cents/ ha pTe$dmeapphc t U 5 UT ■ OPT. BEDROOM 4 °t° » `Y M4M111VI► N SCALE.1/1"�r-O" SlOgy� O J AT BEDROOM 5 00 NOTES: ~ 00 0 qw I. FICAHNiK,J,L VENTILATION FOR TOILET COhrARTMEMb AND Q BATHROOMS SHALL OC CAPABLE OF PROVIDING 6 AIR a CHANGES PER HOUR. G.B.G.I203.3. M 2. PROVIDE LISTED NON-RENIWMLE TYPE BACK FLOW W FREVISMON DEVICE AT ALL HOSE DIBB6. G.P.G.603.41. C S. 9HHOYCR6 AIND T -SHOYIR GOUT NATIONS SMALL Be V PROVIDED Y IIANDIVIDUAL CONTROL VALVES OF THE FlQSSURE BALANCE OR THE THERMOSTATIC MIXING 10 VALVE TYPE.G.P.G.420. 4. GAT 7 RM 6 WIRING o C W S. JT T I ARETO DE USED AT ALL DEER0H K0GI!PTAeS LO SECOND FLOOR UTILITY PLAN o {J� u, 5CALE 1/1 0 e Z c ECC rLIJI �— M lJ'1 �. .�- �. .T �. .T �. .T ry �— �— �— T �— _f �. C--t d�' CpOC�C-7 EICIE[CI Ci '� ` C�4 3�-3CC� CIL� CICIQC[ a 4 4 4 4 4 4 4 4 CI=Ioo - P F], Qoo E17lk = o - le 9'-DCLR Y�GLR 4' M � �--7� •J� k tit verorr veurr •f velum 9 "_~ KITCHEN ST'wD� STAWAVW °rTION 0m. � ornON�'• OYM u l E 4 4 4 4 xKe,s/e•.r-0• NOTE: CA5INET ELEVATIONS ARE SCHEMATIC ONLY - 5EE SHOP DRAWIN65 5Y CABINET MF6. �. r r OPT. Al IG t NOTE: a I'd' r s• r r ar� I'{ fj ' f Q G MOUNT ALL SHOWER - HEADS AT 75" HT. 't § / ---- �>c\ ---it �+ A50VE TU5/5HW OER \ I3)=� PAN. (DRAIN INLET) 4 / \ DQ /\ \ r1l �( / li ♦Ili ♦I V l � Q It MASTER BATH LINEN SIAV Z BATH 3 OPT. BATH 4 LAY v, W o F= s s ri 117-717— B Z m � W < S U za: m a Joao B � a D 4 Z N O Q� Ib _ D.4 41 D4 I 31 I I O D19.4 TAl It1 )LI—_ seehr°� asnc fcRP *,14 av K �.Re..=as"°I ES UUA ly °QcA rS ./ krn N 2 r. nd A R E r= 50,) .4 ha IasU a cable l;:r b ildi� A::;..e.Z I fo r� O 0 U M °f fhesr 9ranrin nd m N r, °a IM \ 2 PProv ance a9 cies,p Pernik > I horlf or°rdlna�a ...Y ,.. .11 OPerr cia b � W Wi-. D.4 a dea °'app Y bevrO1 or c `a mif° b he a ass N Z O va/id. a,cel ha Presum°p.PPlic b► I \ aha/l ate r srr" 41 OV%81p 10 J 46 \ /� /� L bib. 00 °ja ~ ~ °�°O N 20 0 ■ D.4 ■� Q IT 33 m D.4 34 rsewt D FLOOR FIRST FLOOR xxe.3/8•.r-0• SCALM s/e.r-0• f\ G SECTION B SECTION A Ncm .�, SCALE: 3/8"= 1'-0" SCALE: 3/8— 1'-0" cc , m U m O SECTION NOTES I.FASCIA BOARD.SEE ELEVATION 2.BARGE BOARD.SEE ELEVATION. s.EXPOSED RAPTER TAILS. 4.ROOFING MATERIAL.REFER TO ROOF FLAN NOTES. ? 0 U¢ S.ROOF SHEATHING. 6.DESI6HlD WOOD ROOF TWbbES. 7 �0 7.HEEL STAND 17WOSES,. 4 4 4 ♦ gtP U 8.01pu2m TWSS. IR.2X ROOF RhFTOIS. 1 O.2X ROOF JOISTS. 11 .2X GEI1-IN6 JOISTS. 12.RIDGE DOAROASEAM. 12 4 1 S.FLIJSH BEAM. 14.DROPPED BEAM. Is.HEADER. Q S S 16.IX OYM 2X TOP PLATE AT NON-WA IN6 KAL.L. 8 11.O'OUMA 2X TOP PLATE AT EXTERIOR•BEARING WALLS. b 18.2X FLOOR JOISTS. S I Im FLOOR TWSBES. 30.FLOOR aaaaaa r? a a aaa 21.G.1.RASNIN6IROOF To WALU : -77 2 2.6.1.PLASHING AND SADDLE/CRICKET. 2 TOP RT. 23.EXPOSED BGV'I. TOP PLT. TOIa RT. TOP RT. 24.2X SOLE PLATE. 2S.2X P.T.O.F.SILL PLATE. 26.3X4 STUDS. 47 21.2X4 GRIPPL O S. T17•. 26.2X CEILING FUMN6. BONUS RM/OPT. o o 'c 2i6 9TWO. ° M. B M. BDRM. HALL Z 4, MASTER M BATH /° sl .PONY YW.L.on PLAN FOR MORT. BDRM. 4/BA. 4 T1'P.42 BEDROOM $2.BALL00N PRAMED WALLS.s�STWGTURAI.FRAIING PLANS, 4 4 4 4 4 4 4 4 4 4 4 j N STRUGTLIRA.GALCULAnoNs AND GB�R.V.NOTES. M » (3)2X STAIR STRIN6E1ft. 21 34.PLYWOOD TREADS AND RISERS. MN PLR FIN.FLR FIN.PI.IC FIN.FLR sS.WIDER STAIR PRAMIN6 YV PLYWOOD TREADS. TOP RT. TOP RT. Top RT. TOP PLT. 36.RIP 2X DECK JOISTS FOR 1/4'PER FOOT SLOPE. $T.ELASTOt-15 IG DECKING OVER PLYWOOD SUBFLPOR INSTA AJW TO MANIFAGTURER'S SPEf IFIGAT10N5. I7 TrP. 38.2x *NAIL SPACED•DECKING. 42 48 14 IS 3 41.CONGREn:BOOR SLAD. ep 7YT. 40.36'NIGH GUARDRAIL PER C.AZ.50q. p 4 1.34'-36'HIGH HANDRAIL ABOVE NOSING FEW C.D.G.I003S.3.6. 42.F B IBERATT INSULATION-901E ENERGY COMPL.IANGE SWEET. 7 26 r w 43.2iAYEltl We'TYPE'X'GP Y .to.FIRE SEPARATION AT CEILIN NOOK HALL BA. 3 GARAGE FAMILY NOOK KITCHEN G. � 44.FIRE SEPARATION WTY42%HOUSE a GARAAE TO M I 2 5/8'TYPE W GYP.W.YV bd COOLER NAILS AT T'04. ` C � 4S.FIRE SEPARATION WTYCEN 2ND.PLR a GAR GLA.AND WALLS SUPPORTING 2ND ILK TO BE""TYPE'X'GYP.W. y1 25 46.S/8'TYPE W G1T.W.MOM STAIRS AT ENCLOSED, 'O FIN.PLR T.O.G. PIN PLR FIN.PLR USEABLE SPADE.6d C ER OOL NAILS AT 7.O.G. C R 47.WO'GYPSUM WALL BOARD 48.1/2'G W YPSUM ALL BOARD 4I.EXTERIOR PINISK REFER TO ELEVATIONS. V SO.EXTERIOR SOFFIT(SW C.rVAnow. S 1 .SHELF,1/2,GYP.BOARD OVER"'PLYWOOD. SECTION D SECTION B ATTIC F.A.U. NOTES " SCALE.1/4`-I'-O` SCALE:1/4•-I'-O" I. PURNAGE SHALL BE LIST®FOR INSTALLATION IN ATTIC OR IN A RARRW SPADE. Fl 2. PURNAGE SMALL BC LISTED FOR USE ON COt-MISTIBLE PL,OOKIN6. m S. ATTIC OPIONINO AND pe(Aa dfd+A,Y SHALL DE LARGE OIAJ6M FOR REMOVAL OP PIAtl4hGE. 4. PROVIDE MINIMUM 24'WOE SOLID CONTINJOUS FLOOR FOR z PAMA ICH AY. C S. Or E SHALL Be NOT MORE T14AN 20 PT.FROM ATTIC g U g S. b- PROVIDE ROM E M006TRIJOTIMP r. LEVEL WORK SPACC OF SO'x SO'MIN `V N 8 S 7. VENr THRoU6H ROOF A MIN Or S FT.MODE THE H16HlJST VENT COLLAR Y"c,44 IT SERVES. to d L1 I U 8. FlRNAGE INSTALLATION SMALL MEET ALL LISTED CLEARANCES. TOP RT. TOP RT. TOP RT. , INS.LATION BSIA- RAISE PLATPOW01 PULL PASSAOMAYGOM PRESSM.FLOORIGIENTLY SO JaU n N S2G G4 T GENERAL SECTION NOTES 2 12 _ L INSrM TO STRIICTIIRA.EN6INELI[b DRAWN&S,OETALs MID O MASTER HALL 2 BEDROOM 3 " o NOTES FOR INFORMATION NOT sWowl HERE. O BEDROOM a 2. REFER TO TWSS ORAWN"FOR INFORMATION NOT SHOM HERE. D TOP PLT. S. SECTIONS REFLECT THE•A'ELEVATION U.N.O. ?! S2 FIN MR FIN FLR 4. ROOF SL OFWS)AND OVE4WAN6(S)MAY VARY PCR ELEVATION. Q TOP RT, y, « TOP RT. REFER.TO THE ROOF NOTED AND ROOF PLANS AT EACH in ELEVATION FOR MORE iwcmMAnoN p O « SC,), C FOH "'I�')1",�DwN B ae S y`�OC AT S T Plioe have Q ca WALK IN T T ap Plans U7 FAMILY LIVING ENTRY PORCH _ LIVING ENTRY LAUNDRY GLADET heebYble PP ea°eg^ oAr� J ��M T approval by eNleo to ssu°i`' Iance�r ao Ul O 6 _ The Ia aPPlioable a aildln Au'Iori m w< F4 aPProvgalaance or 1 a ncies,U Perrin+ R6/ Le Lu Permit Pt these gran,!. RAY\ U O M FIN.PLR coda,orr approve Plar;S a Per N Z;T, O FIN.RR FIN.PLR. aa�sh or j/a a ro a/ loot mltnu i FIN PLR Mohorlt�t�Va/oaacor cano I rt Pr b me aPP p W es PrP�;aaEi SECTION C SECTION A m SCALE.1/4"-Y-O" SCALE:/1"•I'-O" O` II Z IY ®sca Fz= y • W x N Lu � o i I ELEVATION/ROOF NOTES I. 2.6 PASG LA,SW ORTAI bram<< �'( T 2. 246 DARb!SEE DETAIL TYP. TYP. 5, x GPODED RAPTER TAILS YV SHAPED ENDS,SS PETAL.NOTM A" I IZ GOORDINATL RAFTER T1tl)6S 0,10 E1C,IrAiLs To we Y 51PAGW.!'RA�l7CN u. D.I D.I AT�. 4. EXTERIOR PLASTER OVER PAPER BACKED PYRE MESH. ul y U PLASTER SOFFIT. --E7-------------T:3------- -----EI--- �I 23 6. AA)COOT 6WOW SYSTEM IZAO O Y XX LATH. 1 I 5. EXTERIOR O RADE PLYWOOD SOFFIT. NOTES. 1 1 AT OPT. �jtt _T. 10.� x NCITIGAL WOOD ntlM AT XX'O.G.OVER 14ATo EXTERIOR GRADE PLYWOOD OR M.DA.BOARD. O 2• •w I �A `. dt' I 2.7Y0' I 122 TYP. 2 • 2'-11• 2'-I' I 1. EXPOSED WOOD COIOat TRIM,SS EXT.FINISH NOTES. I .T I2. EXTERIOR GRADE PLYWOOD OR M.O.O.BOARD. I I M. I5. WOOD LATTICE O/EXPOSED PLYWOOD OR M.DA.BOARD. Q 14. FOAM TRIM,SIM ELEVATION FOR SIZE. I TYI. I I � r 14 TPD• 1 A A SEE ELEVATION ROOF LNE TOP PLT. L'/ - - - - - - -- -_ DJ TOP PET. 16, DUI Is LT 'GURdED'PLYYY7OD TRIM OR FOR SIZE. BOARD. I$1 QQQ� Q_ M Q BUIL INS ; ` IT. FIXED SWTTERS,SEE ELEVATION FOR SIZE. m<< a a a a a a a C RIDGE I -- � ` / .J6 II ID• P0T'DFlLF,5IM DETAIL. I' 1 5 ZT 1 .T 14. PROVIDE 0.1.PL.ASHINS AT ALL C)Q OSED WOOD TRIM. Q j �A �< ' i T ]I -2• 20.cONTIN)OVS 6.I.EXTERIOR PLASTER SCR®,BOB DErAiL. q I 21 DIAL 21. &.I.PLASWNO ROOF TO WALL. Zs DIA T A 22. AP ROVED 6 MO SADDLE/CAYIGKET. ,'o RIDGE 4 µ TNP"N^TION CAP;r < � 2S• PIREPI.AGE MANIPAGTARER YV/SPARK ARRESTER FROM � tl J '// 5'X4• f 21 `\\\ `\` 24 2S.MAOOMW ETVENIM.MASONRY VEFaR. THN- ----- -- . « _______ I1 T -- -- ______-_________ - -- ---- - - 26.SYNTHETIC STONE VE! l LGBA.• XXXXX 4 7P PT. 20 EEETAL a a- - - - - - 21.SHAPED FOAM COItBC,BOB PETAL aaaaaaaaa_ ------- S L 1 - - 21. x WOOD POBT(5T• 1 I 4 1 S0. EXPOSED WOOD BEAM MYTH SHAPED RIDS. I MANIFACR L1 7ID COAN. ITT. T ° I < 1 1 5 R 5 52 PR MPOtlTNT ECAST CO /TRIM,SS PETAL. L 1 27 5 + 11 $4.METAL ATIVE FALSE TILE IW ILN6,�DETA�S SR dlN.FOR LOCAnOK K 7 SS. W00D RAILINS,SEE DETAIL. L. I Q µ AT OR P 56.oecoRAnvE META,SEE PETAL. --- P I I - ST-EXTERIOR PLASTER RECESS SEE ELEVATION FOR pppppp �IM11 LOCATION.DCPTN At0 SIB Of FINISHED OPENN6. I:I 36.0.1.SCREENED•LOUVERED•&ABLE RND VENT', / 1 TYP. Yp L. �w SEE ELEVATION FOR VENT SIZE AND LOCATION.MM REO'D. AREA-3 I S 6 ' j, 1 AREA-2 11 ATTIC VENTILATION CHART POR MOM IHrORMAnO1U. I ------- -- - - VENTILATION CHART FOR MORE INPORMATOfU. D.I 1 TAR.. I I FIN P.P. F p SQ. 0.1.SCREENS'ROOF'AR VENT.(SCE REWIRED ATTIC O' I 7________1 �. DOCIORATIVE ELEVATION FOUR SIZE AND LOCATION. BOARD.SS 41.VIN SNIDER AND 00YNSPOUT5,LAYOUT 70 S FIELD W •� V PVO �I 42. 6.1.DIVRITISR. ad 45. LIRSMTED ADDRESS 510K y 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. 45. MEOFIM ICAL TM ACCESS PANEL,CORROSION RESISTANT, v 46.6�FY LOGATIOK RE6LET FOR COLOR COAT CHAMGG ROOF PLAN 2-A FRONT ELEVATION 2-A EXTERIOR FINISHES SCALE I/P°•1'-O° 6LALE/4'.I'-0- IOAP/O] SP�.1V I SH ALL ETTOS®PLYwooD To Be EXTERIOR&(RADe pq ALL EXPOSED WOOD TRIM,PLYWOOD,SWITOW,POST,AND CORBELS TO BE RESAYN.U.N.O. w.D. ROOF PLAN NOTES c RAID. wnrvo� ON PLAN. 5,12 SLOPE I/N.E99 NOTED OTNERWSE g 8 DETAIL A TYPICAL ROOFI .O.E NO TO EE CORK.T6'TILE N 'EAGLE ROOF TILE' I .O.*ER 4"0 OR APPROVED EQUAL FD AILG*RDM KA fin• Ix U gR TYPICAL ROOF OVERHANG AT RAKE CONDITION TO S 12' Z�� ` G •Z7i, U ED UNLESS NOT On1ERY/FJE ON ROOF PLAN- O m g a �OVERHANSw ON ROOF V CONDITION TO DE 12• Q VNJW N REQUIRED ATTIC VENTILATION CLffa Q�� W AS ATT IC VENTILATION GU_ATION6 FORGD.G.SECTION ISOS9 A5 FaLLowb, (A ATTIC AREA(SWARE 1•Qi1. QO eW DMDE(A BY 300 AND WLTIPLY EY 144 To OKOLLATE THE TOTAL REFER TO BASIC PLAN FOR �TOGETM T " � AM OKK NOTES, DIMENSIONS, AND 'AREA°IIADW BY 150 nYSIN AND LOW Vvm%s Nor Raw (YJ TOTAL 56LU1RE INCmm Or R!T FREE vENTILATINS AREA PROVIDED yi INFORMATION NOT SHOWN ®°'�'FOR, "' °F 77 SUR END VENT HERE (0)TOTAL S610AM INCHW OP NET FRS VOMLATN6 AREA FRONDED 0 BY ROOF AR VENTS.NO SG.IN OF PRS AREA HK EACM VENT% O H�POOH VENT UL.LOW`/ENT O p p c (FJ C �/� /� m ^relay TOTAL S INCHES Or FREE LEITI EE VLATIN6 AREA V BY NOB!CAVE VENT SLOCKS.(I2 SOL K Or AREA MIRE (P)TOTAL W ME INC 05 Or NET FREE VENTLATIN� lCgbVENT T sT14155 DA gSSpC�Tf3 C E CD N Qya hereby 8rB covey D O 0 O Q r•�i W �ProyP/bj'wlrap ro ,,.� A Cror�U, , J = Jv In y A D G ed Tpe°va/ pn4.::.� '6 lc es�°a^,i�. T'0 w J� PLM'1 TT° RRrNTa sAein @0 mir o ° .±eSTn� n K 0 M as n)(4&OU a&nu or onr M)'0 oIemlr �s �77 J av O'2A' AaA VeMrlw vewn oaro+e�iWlKtbrt:"' ` veNr u/ a x AROA-1 wob 'PP Me« wA Ln•4,. ha°nsr, W L UI E w L°r+ wA wA LOYIiYa,_ .lL = OO WA Lan WA LOYIM l���l'si0oo 62 62 WA WA a< r ONOTES, I.NET FREE VENTING AREA PROVIDED EY EACH VENT M EASED ON A M ED VENT SIZE AND PRIM AREAS.PIELD VERIFY THAT THE MIWMUM TSEf.1JIR® FRIM VETN6 FOR VINRDITIVAV ESbODS DIFFERENT THAN ABOVE 2.ALL VENT OPEWNSS SHALL BE COVERED W/1/4'00RRO510N W RESISTANT META_MESH.(IF MESH IS LESS THAN 1/4'THEN THE NET FRS vENnN&AREA Or VENT MUST Be INCREASED TO ALLAW O FOR REDUCED AR PLAFU H S.FRAMER SHALL EE RCBPONBIELE FOR GCORDINATIN&YV MW MM TO A44OM40DATE ALL ATTIC VENTS 4.ALL VENTS SMALL BE INSTALLED SO AS TO MAKE THEM Q P&MATHER-PROOF AND WALL MOUNT®LOUVERS SMALL Be SEALM AND PLASHED PUTH EAOISTOP'IN THE 5A IC MAWER PRESCRIBED �,` $o W FOR WINDOW INSTALLATIONS. S.PROVDE APPROVED 0WJLATION DAM(BArrLOW AKI S VENT SNACKSco FROM BEING BL.OGIQD BY NBILATON� S TO PREVENT VENT MOLES REIN 6.LOCATE Mull vOTRM MYYMIM S'-O'VIBRTGIIL POTANOEcm o 'z�_�?? m ■ W ABOVE RAVE VENTS. Oy o N a T.FROVIDR AGORSS AND VENTILATION PROM CAL IMORwA FRAME?AREAS m W TO ADJAC.RIT ATTIC SPACES.RSER TD STRRJCT^L DRAMMS6 FOR o /RAP FOR SIEATHIN6 PCISTRATONS. Bi t 2 Of b e�c Q a<< I I I I Tyr. rep. I I p I I I Q L_________1 4_________! TOP PLT. TOP PLT. TOP PLT. TOP PLT. �{N 'tl_ Jr1 a s a: a a a aa a a IC,l W)OW11 11-I rrl s s — ITAT IrLI I Jrl \\\ 14 b D.1 b � A O 1•X4' r r T. 14 2'XI' I1 I1 � I LI mow• 1--t �� PL PIN.PLR NN.PLR PIN.MA4 PIN.PLR O TOP LT. _ TOP MT. TOP MT. - - - --- - TOP PLf. Qaaa aaaaaaa ^ 1 4 h I d d d N 7 - +Z1 N h d d 1 D TlT d A U J T p 11 d II T T P r h N I d d i 33IE II M d d II A I N N I d d xl�I d z a �iJ N N I II d O I N N I d d � III P I I I N II I tl d 1 i I I d II III � 7 IL PIN.PLR _ - - - - -- — I� - - - - - - - - - - - - -- — M m. D.4 A 'CI V REAR 2-A LEFT 2-A z � 8 N<� q g -- ZFCC m S 24•X46• Ib I 17 T TOP PLT. TOP MT. SC P . qp 0 o 10 b ��?'F H/: s O M J 14 T,O• 14 r6Y AZf S l.:s Ll'q p PIN.PLR PIN. 6Bas have y CC/grfs TOP PLT. — — — — — — — — — — — — — — — — —— — — — — — — — — —— — —— — — TOP�p by D an as eo en° e•' v,u Dq;f Q �W N a °I' ' I PP6 /ss anc 11 applicable Ci a 'ld n quthoe. of l� oUM CpBrnf/tVo °,dhaSe 9re�tip ncies.9 PBrm;r 1n J tlBs aPprp P!a o B m!n 1'X4• aolhori or°rain ve a l soap o penci //���, W J a 14 T.A.. F-F 4f-� °otles shYt viol once. ^o v, 1 be o bas W.. C* F2 - J--ll -- va!°!o or canes �ni °!rnB nstru =Z r p tf the Presume apPli b/l V)a�M.. b rovisions o/s e W wLt N+v1 M h = ,y O OJ W a. o N PIN.M-M � 12 M. D4 m `O r RIGHT 2-A W 3LALG V�'•1'-0' o _ ■ W z o LU LUu� E f q1 �K< b obQi �V7 �04 • SZP 4444 � -------------------,f w I ♦\ O O1--- I \ M BATH i �x NOOK \ i i ♦ / I FAMILY ---,----- 1 KIT HEN p A4 MASTER \�� ,� xl" li I --"---- O,o 4444 4444444 i BEDROOM it i j I i ----------� I I ----- ----- ---- '----a - 7 BEDROOM Z I DINING HALL I BEDRM. 5/ O LIVING OPT. DEN �' i HAL 2 1 -_=41 I , i i I BA. I �I >------------ LY i i I I 1 I is ' II ENTRY - _ 3 L_ - I I S$- __ - BE ws O.H. 9Ol6 0H. I I ♦ II I 11 R,{' o �I - 8 BONUS RM./ I - - - - - - - - - I cq OPT. BDRM. 4�1 -------- � \,\ 90 s BATH 4 1 I I ZdF I BA. 2 GARAGE I Jy> $ a 1 I i - - wi --------- ----- -----I y rn �� ——————————————— — SQ FOR PE,.. QED 0 BY O�FAZEKA, N'-E N N a These plan bOClg7i.�,IiJ O TO Q Q n betel ioable scotles t Len r �ATr:_ i J U N la m to n I' 4' 4' '-IO' Try Proval by all aPPhcablr- 11 11,n9 �n RlTsl TO War,RAN MR Issuanc Bo ci Penrnr C9 Z N07L9,DIMRtll010,AND approval pr a or y,,,,.ir, as. P ny r •.�� = � !'-!• S-i• 12'-T' 4'-0' i'�' 4'-0' i'-O' T'-0• 7'�P INPORMATON NOT 3FIOW4 !�O' 9'�' D'-I' �2-- N'-<• a'O' •'i' Permit pr these p;a y of V N a Q cotlos o approve„ '!I Per cit base W L 3(n HCRG euth r ortlina 1_, err,. MV' DO'•O' 10'-0' 1'-10' �V' )f0'-�' ootles shallrbe val nre o `.n,r,. en tr`blr co CM a or,rvs r 00 ca M� W SECOND FLOOR ADDENDUM 8 FIRST FLOOR ADDENDUM 8 0 � = W 0 cc x N ■ W N W m V cc O ELEVATION/ROOF NOTES I. 2xb rbf IA,ELL DETAIL � � 2. 2x6 MARS!,SS DOTAL TT. TT. 3. x EXPOSED RAFTER TAIL!W/SHAFW ENDS,SEE DETAIL. I 12 MOM:Al RAIFTER TAILS TO BE EWALY 9PA44ED.PWAhQC w U TO COORDINATE HSTH TRUSS ISWINI ER faW]i _____ D.I D.I AT OPT. 4. EXTERIOR FLASTHI OVMI FAFOI BACKED WIRE MESH. y7 60 C .I 6.T.� SYSTEM LXTERIOR SI IDNIS SCC EXTemoR FIW NOTCO. a a a a * $j P� U 21 S. EXTERIOR PLA•,STER SOFFIT.O/EXPANDED METAL LATH. O j AT OFT. _ 7 r 6. EXTflIIOR GRADE PLYWOOD SOrNT. 14 a T 10• SFAwZ x VEEKTI0AE L WDOD TRIM AT XX•O4.OVER I 2•X4.O/ I RAT < TIT. 31 EXTERIOR ORADE PLYWOOD OR M.D.O.H R OAD. µ, Q 'xw L i 2'xw• j 1 22 TIT. 2 OJ 12. EEXPOSED V4000 CORNIER,XTERIOR 6000E PL DTMo EL ) FINS14 D NOTED. 22 W 1 j TIT. 1 1 Y I.74i• TYF IT 12 S'XSO' I3. W00D LATTICE O/MWOSED PLYYg00 OR M.D.O.HOARD. Ca © © - 14 TIB I 14 \` ST _2'DP. 14, FOAM TRIM SS ELATION FOR SIZE. I AREA- I ROOF LR! L \ TOP FLT_ Iy. EXPOSED WOOD TRIM,SS ELEVATION FOR SUM. .�j. 1 / RIDGE Q I BUILDING TOP FLT. \_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 16. BUILT4,P Y.URVED'PLYWOOD T1lIM OR MDO.BOARD. Fi -----ET D LIE: 4444 a4aa44a IT. FIXED Sm/TTERti.SS C.GVAnoN FOR SIZE. (- I ! \ / 14 yX4• 16• POTSHELF,SIM DETAIL. �yA j 7 i 14 T40 1,• PROVIDE 0.1.PLA9F LL NNG AT A eXF0SW WOOD TRIM. 12'X4S•O 20-CO 16 tMNLN 6.1.EXT'ERIOK PLASTER SCREED,SEE DETAIL. QQTy 1 11 Q i Il .T T 21.0. HI 1.FLASNG ROOF TO WALL. i liH pip" 1 4 15 71 22. b.l.FLASMINS AN RI D SADDLE/CCKET. - r4 P FIR�LACE MAM PAOTIA�! 23. APR MI APPROVED TERNATION GIP YV SPARK ARRESTER PWOM �< 3 Nor, --- ' • _ _ _ _ _ _ 25. THIN-SET MI60NlY VO�R j .I I : T - - _ - _ --------- __ - _ _ _ _ _ _ _ FIN.PLR. 2 T. SHAPEV FOAM CORMeL,SEE DETAIL XXXXX TYP. S I L Y '� _ _ _ _ _ _ __ _ _ TOP FLY,,\`\ TO FLY. 26.SMAFOOD C-OR DE MEL,SS TAIL a a a a a a a a a a a 'RY I� 9 ED W 2,. x WOOD POST(S), 30. EXPOSED WOOD REAM WITH SHAFED ENDS. I •1 - - -- 31 MANJP.K.TURGD COLUMN TYP. i p a 32. 0WOR 7 VE FALSE T/TRIM,S�DETAIL 1 D � 33. DEcoRATIve FALSE TILL VENTS SEE GN.FOR LOCATION. - '_- _-_- - yX4.14 S W II 34' METAL RAILIN6,SEE DETAIL. I i _ 24 r 35. W R OOD AILING,ELL DETAIL. I Q 1 gyp( AT D 14 2'Xy R 36, DECORATIVE mLrAL,ELL DETAIL T'F• 8 - - - - 3T. EXTMOft LOCATION 414 OF PINI QED OOFFENFINN0. AREA-3 I G.I I 'fly 1 AREA-� -_ - - S6.EL OR VENT SIZE ARAMBLE O AnnooK(sm Reay. 1 ATTIC.VENTILATION CHART FOR MORE IN•ORMATION). NN - - - TA.G. 3 .0.1.SGItIMND'ROOF•AR VOW.(SQ REWIRD ATTIC ----- VENTILATION CHART FOR MORE INFORMATION. •c� TYF. e40. OBCOR W ATIVE MALSO VIW/LOWERED R S ED HOARD,S 5 U' L_________n_______-� ELEVATION FOR SIZE AID LOCATION ` .J D.S 41. 0.1.OVTTER AND DOWNSPOUTS,LAYOUT TO W FIELD--- IELD ,D vurlm. pp 42. &.1.DN ER.eRT d 43. LIOIRED ADDRESS SION (g 44. LINE OF INTERIOR CEILING OR INTERIOR WALL. ] 45. MECHANICAL TUB ACCESS PANW_CORROSION RESISTANT, w VERIFY LOCATION. Q 46. 0.1.RGbLET FOR COLOR COAT C IANm •^ ROOF PLAN 2-13 FRONT ELEVATION 2-15 EXTERIOR FINISHES e ALE V.- 0• I T>daL I.4N?aTE •GALE„•.�-0• ALL e)weeD PLYWOOD TO sc exreROW GRADE. � ALL EXPO•b WOOD TRIM,PLYWOOD,SHUTTERS,FOSTAND CORMCI.S TO BE RESAWL U.N.O. s� 41 ROOF PLAN NOTES m j II IGR� 5,12 SLOPE UM G9&NOTED OTRIERYTISE g g y� rrncA.RooriN6 To Ee Cow.S,TILE (V 'EAGLE ROOT TILE' IAa.O..ER 4660 OR AFFROVED I5WAL TYPICAL ROOF OVCWAH6 AT RAKE CONDITION TO BE 12• Z�o� UHLB ED 6 NOT OTt m"w ON PROOF FLAN. Tv p TYPICAL PROOF CONDITION TO Be 13' Q NOTEDOT} SE N S E REQUIRED ATTIC VENTILATION FLU �7 Z N Z F AS LeN vnun c oN ALcw Ne FI nnoR cec.SECTION Isos9N" A6 POLOLLO YRS, GV ATTIC AREA(SWAM ITT). p W DMDE W BY 300 AHD MLTIFLY wr 144 To GALGULATE T m TOTAL IW=URNETm N FRS VENTINS AREA IN SWAIQ INC 4ES.D TOTAL- REFER THE TOTA REFER TO SHEET 2.10 FOR BY 2 TO 6 N FRS VR G ITIN MWRED BOTH NON AND LOW. NOTES, DIMENSIONS, AND _x•AREA PIVIOW BY 150 HIGHDD A LOW vmwnNS NOT RBOINWED) (W TOTAL SGUARE*G OF NET FRS V WTILAITN6 AREA PIROV1OLD yi INFORMATION NOT SHOWN BY&AB E OW ATTIC VONIS.(TIM Baow FOR MIN So.IN OF ;F7 FRS AREA FOR EACH VISIT) 00 .GABLE EHD VENT O HERE (D)TOTAL SWARM IHGlS or NT FRS VEHRILATING AREA OLD BY ROOr AR VENTS.("SQL IN Or FRS o.W (U TOTAL SGIINRE INCIl6 OF NET FRS AREA Ix UHcec LAVE ve r SLOCIGS.A2 bH A MIN (F)TDTAL SaJAIw INCHES Or PET �QM/ ` m N a' T�• �,a�-/••o•�dMH PIP, O p� h U •par Y••Uln�y `.^'��y ,...,. y,Y► J O > I� O� o••m/r o of r6«Ohntf A A J M U7 n fr rh o w • �• • W a rLMd A I, Me E Ya /ly Ho •nc• 1br s w.. co (11a Fri IIa No 0a.0 Ga . v)Q O w ��« r,u•.., �w+ ;'�'. W i- V) E Cc .0 cm 62 62 N/A �v W 94 A av ' II- W „ti. O NOTES, 1, NOT FREE VENTING A!!A PROVIDW MY EACH VENT 19 BASED ON ASOLMW VOW SIZE AND FREE AREA&.FIELD VERIFY THAT THE � Q MINIMUM"PROW IRED VENTIN LISTED G•AS LIST ABOVE IS FR ED REE OVID FIHEN F VENTINS FOR INDIVIDUAL VENTS O DIFFOlQtT THAN ABOVE. /yamSy� 2.ALL VOLT OFEWNOS SMALL BE COVER R ED rV 1/4'GOR0910N SY RESISTANT METAL MESH.(IF MESH IS Leg&THAN 1/4'THEN THE MT FRS VENTING AREA OF VENT MUST De INCREASED TO ALLOW O FOR PtEDUGLD AIR FLOW.) 3.FRAMER SHALL Be WeSFONSIBLE FOR COORDINATING YV TRUS6 II- MFR TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SMALL DE INSTALLED SO AS TO MAKE THIN Q MEAT IIPII OOF AND WALL MOUNTED LOIMR6 SHALL W AND FLA*017 NTH 1901510P'IN THE SA•E'Io N PRI•_5• ISW S c W FOR YINDOW INSTALLATIONS. 0 U y S.FR OVIDE APPROVED INl1A.ATION DAMS(SAMLES)YIOEE V131r BLOCKS c� r ARE MW BETYQN ROOF FRAIINS H:RTMEIIS TO PREVENT VISIT HOLES FROM NEWS eLoaQD BY R*ULATION o D � ■ W 6.LOCATE/II6H VENTII6 HIWMIM W-O"VERTICAL D NC ISTAE ABOVE SAVE VOITS. cq Z ao w J Y.FROVIDE ACCE86 AND VENTILATION FROM CALIFOIYUA FRA.m AREAS m c>m W TO ADJACENTATTIC SFA AW REPM TO STRUGTUAL ORAYUN66 H"OI[ O M FOR OWEATINS FMlTRATIONS. ii 10'-0. .tit Tit•• d� O 41 2, aQQQ yu,� cvQ CU k----+ I I 1 I 1 I I I M. j M. I 1 1 Ito \ '1 L_________! TOP MLT. TOM PLT. TOP ry•T, i._________i TOM MLT. Is•7cla• i�� rr'i s s _ QQQ QQQQQQQ �� 14 7q AT `I I J T T q i LING. It_ _tl O q Tyr,. ` 11 L 1 • !t M. T T.PL AT _ 14]'fro• MLR M N.MLR •fro' . TOP MLT. {'�-� MIK MLR NN. -- —— — — - - - -- - - — —— — — _ _ _ _ —_ — — —— ——— TOM MLT. TOP MLT. _ --— — — �Qa Qaaaaaa I h X I P P I 14 II P � I 4 I ', h 4 P P AT w iN I A i0 I' ; D J 7 �YW'� N I I r • S a I h 4 I P Y aa alai( I 4 N I II II I 11 II 1 - - - • I h II I II II as 4 II II II III II P II Ib=—Y i IL==� PDl PLR ____ ____ MIR PLR Fl}L MLR IL____yl _ _ _ F.F --- - --Li � 1� D.4 REAR 2—B LEFT 2—B 9441.9 V4'•I'7 p A zg� 24'xM' M. li W J 7G F• W 17 I� I qJ 7 TOM P.T. TOP PLT. q � O � ZI 14 T S• 14 �, BCDn'FazE 61 O SOCNCE V/ � 0 MmL MLR - — — — — — — — — — — — MIlt lava ATES 1 c. w N c have en DATE TOM'ML7. _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T�h Prov by to Cebletle i ald eo A�ho��a t P e O pa {q PPro OQ PermlfV p of These 9ranlin s an�n� m N n Ir e Isa ance IP a9 ncienP Permit 14 T r ♦—.L eutM1osil°f°tl�ana a°y ays all aP bpmU baat, s tl .�I�� �w.� fV ht °ptles 8h:1 velitl..Vio,- r ao a thl P/BaumetlPPli ab V J a O O Provisio to oiv n• LUL = cc o o ap a- o N TA.c. M K MLR DA12 � M P. C RIGHT 2—B o w•.I_O• �o Nca W 0 ^z W m m O!Q N W i �c 2d O 0 0 m jP� U ------- ------------------------ 0 0 4444444 M BATH I x NOOK as \ I FAMILY KIT HEN I ` ------- / I MASTER `\ // �'T li I --`~---- 4 4 4 4 4 4 4 BEDROOM I --- I -------------- I i BEDROOM 2 I , w DINING HALL I BEDRM. 5/ O OPT. DEN ol•e+To `\ // HALL 2BELCH LIVING BA. aye li >------------� —i r—� jl K II as � it li ENTRY Lam_ I �1=____ g$ BEDROOM 3 t �, I BONUS RM./ I I ' II'.o• T'-4• I — — — g U °° OPT. BDRM. 4� -------- I il Iz BATH Z�F BA. 2 I § GARAGE I N> O \ O I ---- ---- ---- I cr 93, I I \ I I \ I I \ -- -- ----- - - -- -r -- -- \\ I , \ APPROV �/� o SC07T FAA EI(gS g AS �A CE V/ V --------- ---- ----- _ —— ———— C c AA��BY TES,INC. W r p e plans hoav q E N — —————————————— — a-,,c able c tl e 5 ba e n r 2 V i O V 1 N h b granted to i d ewed Bpr dherenc O Q aPPr°val by all a sr r9 adindn a(o( J 0 V r7 a PPlicabl buil s fhorizal ion l aThe i nuance o e City agenci g e mil Pendin m uj n I'-10 4' 4' '-W' otlms(v°Ir oaCO PP ove Plans s.al�no Pe I( basetl w` K W� authori O1 any vloiai!on b cons(ru on .Y.�/ CEO RGTCR TO 6ASIti^.rL.W rOR ry fO rdl la(e a h0 Perm,( I 1 e aPPhce bl(e i J a� Q NOTLS,DI4l1lSIONS,AND I' 1' I' 1 codes shall be va cancel( es metl t 3 In 8♦' W-W 6'-0• 9t10• 4'-0• •'-S' 4'-0• i'C 6'O Y-4• �'-7 I�'-4• 9'-0' e'-4• or INFORMATION NOT 3NOYN lid. he P ovi 1 ° give Pns p( NOW Co I4'-4• f0'-ts' such = co O N 00 � W SECOND FLOOR ADDENDUM 9CA e 1 C FIRST FLOOR ADDENDUM SCALE:uC 0 Z M W 0 'z= ti ■ W N W U II�0 ELEVATION/ROOF NOTES 1. 2x6DETAIL' L FASCIA,SEE DETAI wnev� 2. 2x6 BARGE,SEE DETAIL. 2 O TYP. TYF. S. x E)T05ED RAFTER TAL5 W/SHAPED ENDS,SEE DETAIL b0MOTU�ALL E+ 1 12 COORDINATE RAFTER, TRU55 GIbIPIERY STAGED.FRAI•C[ W ( U D D.I AT OFT. 4. EX7ERIdR FLASTER OVER PAPER SACKED WI"E MESH. Z U fµp5� 21 b S. EXTERIOR PLASTER SOFFIT.0/E)PA447m PCTA4.LATILATH. `Jv�b9 O� O 'm_____________-m_______ _____�___ .1 6. O)COAT STUCCO SYST154 I-GD.O.•XXXXXXX a a a a A .Lp• U EXTERIOR SEE �- -� 77 6. EXTISRIOR&RADL' EXTERIOR 'D NOTES. I I AT OFT. rk 4. TONSUE-AND-GROOVE 50"IT. 4 10.3PAGED x VERTICAL WOOD TRIM AT XX•Ol..OVER O < •� 2'X4'O/ AT OFT' < T EXTERIOR GRADE PLYW00D Opt M.Oo.BOARD. �A `► .�` I 2'XIO' 1 1 22 rl I I. EKrSE OD W RI 000 CORNER TM,SEE EXT.FINISH Na .TES � I 12. EXTERIOR GRADE PLYWOOD OR Moo.BOARD. I M. Is. WOOD LATTICE 0/GPOSED PLYWOOD OR M.D.D.BOARD. TMP- Ca r 14 T B• ! I -- - - 14, FOAJ4 TRIM,SEC CVATON FOR O ROOF LIT! TOP FLT. L/ . TOP PET. I} EXP04ED W TR OOD TRIM,SEE ELEVATIONTION FOR 312L. rJ- 1 RIDGE Q BUILDING -- -- i __ 16, BUILT-UP'GUNNED'PLYWOOD TRIM OR M.P.O..BONED. a a a a a a a a a a a r� Q_ p aP3 A I LIT!' II ID- FIPOTINGF,SQ ETA dEVATI 14 14- PROJIDE 0.1 HI.PLASHING AT ALL E� ED WO OD TRIM. TYP T .1 70. CONTImpow G.I.EXTERIOR PLASTER SCREW,SCE DETAIL. yy Q i B ``21\D 14'X4S' 71.b.l.FLASHING ROOF TO WALL. 7D. PIRSLACE MANJFACTURER _ C.W/SPARK ARRESTIS!PROM12" (� _ 24. MASONRY VEN EM 25. TNM-SET MASONRY VENEM �< 4 Y •I T 7T'► 6 __________-_ T PIN.PLR 26.SYNTHETIC STONE V !ILD.o.• XXXXX r i TYF D 31 D _�________ TOP FLT• 20. SHAPED WOOD CORBEL,SEC DETAILqqq< F -------- ------- � � 4 - - - - - -- - - - - - - - - -- - - - 2Q. x WOOD Po5T(3). I I 3 I - - - - - - - - - - - - - -- - - --- - - - 30. E)P03ED WOOD BEAM WITH SHAPED ENDS. 31. M/WIFACTURED COLUMN. 32. PRECAST COMPONENT/TRIM,SEE DETAIL t O I M. i r t IS 2X4 33• DOC.ORATM FALSE TILE VENTS SEE ELL-.FOR LOCAT10K 34. TOTAL RAILING,SEE DETAIL. 1 a b 'Y 35' V4000 RAILING,SEE DETAIL. !__ ______________ I1 M I AT OR U D 31. EXTGVOR PLASTER IREGC53 SEEFFINISHED ELEVATION FOR teeyyp y" TYF � LOCATION�^ I , 19C4• 35. 0SGREEMD a LOUVERED'GABLE RID VENT',NG «< AREA-3 D_ - SY0 I AREA- n 14 „ SM ELEVATION FOR VENT FMOIO �REOD. VOMLAAnGHART OR MORE M4An 1 I ^ 3•X4' F.P. T.O.G. 34. O.I.SCREENED*moor,AIR VENT.(SEE REQUIRED Arno G" -- - VENTICOLATION GNART FOR MORE INFORMATON). -- T--___---I - - - 40. DERATIVE(FALSE)VENT/LOUVERED BOARD,SEE M. L L3--------- IS 7 M ELEVATION FOR.512E AND LOCATION. D. D p•5 41. VVI bUTTEI!AND DOWNDPOVLS,LAYOUT TO DE FIELD SIM• V 1.VI\m byp 42. G.I.DIVCRTER, d 43. LIGHTED ADDRESS 516N. y (J 44. LINE OF INTERIOR CEILING OR INTO RIOR WILL. f�• ,NIT, 45. MEG+ANIGAL TMACCESSPANEL,CORROSION RESISTANT,VERIFY V 46. GREGLET FOR COLOR COAT CMAN*'- ROOF PLAN 2-C FRONT ELEVATION �-C EXTERIOR FINISHES 5CALe vR°-r-o^ TR?.fl I T I O I�AL scxe I,4•.I o• ALL E)POSED PLYWOOD TO BE EXTERIOR GRADE wndm as ALL EXPOSED WOOD TRIM,PLYWOOD,SFUTTE"5,POSTpND CORBELS TO BC RESAWT.U". TYPICAL SIDIS TO EE, pIT SEE DETAILS CERTAIHTZW YIAnERDOARDS fA FCISI DING S I/4'X f2"FIBERTECT 10 II ROOF PLAN NOTES e2 _ INDICATES 5,12 SLOPE UNLESS NOTED OTHEIRYWSE g U ON PLAN. F5 Z g 'a TYPICAL ROOFING TO BE CONK.RAT TILE IEA6LE ROOF TILE, I.GDA. CR 4660 OR APPROVED COUAL �a x rn v gt S} TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12• J4.J11y V p V UNLESS NOTED OTFERVU5E ON ROOF FLAN. TYPICAL ROOF OVMHANS AT SAVE CONDITION TO Be 12• UNLESS NOTED OT ERMSe ON ROOF FLAN REQUIRED ATTIC VENTILATION I��Q VENTILATION GAtuLAFOR c aNe PEA G.SECTION I505S As EN 'J A5 PDu_OOLLO NNS. (A ATTIC AREA(SQUARE (a DMDE(AJ BY 300 AND MLTIFLY BY 144 TO GALG)LATE T C TOTAL {� REWIRED NET FREE VENTING AREA IN SQUARE INGFE5,DIVIDE TOTAL �asg REFER TO SHEET 2.13 FOR BY 2 TO OCT THE NET FREE VETI QA NG RBRED BOTH HIOH AND LOW _X.AREA ONIDED BY 150 MIEN AND L On VENTING NOT REQAItm) NOTES, DIMENSIONS, AND (G)TOTAL SQARE INGH106 OF NET FREE VENTILAnNs AREA FR"PW INFORMATION NOT SHOWN BY*AELE EID ATTIC YOM(SEE BLOW FOR MN.90.IK OF FREE AREA FOR EACH VENT) ® .*ABLE END VENT O HERE (0)rOTAL SQUARE INCMM OF MET PREE VENTILATING AREA PROVIDED BY ROOF APR VEM6.MS SQ.IN Q FREE AREA MIN.EACH VENT) O dl �-WON VENT L•LO VBIT ew TOTAL SGRVNRE RLGm OF NET FREE VENTILANNG� � RP/ BY UNDER SAVE VENT BLOCKS.(12 SM M O7`r'TNNEE E Al W N G1( BLOCK AT F Y/ ~O a R9 TOTAL SQARE INIGHES OF NET FREE FRDVIDED INC. O hav ��N a be Me,e been revieyy OAT O O Q hereby grant s Ono for J etl p() aPProvd/ -Me,fo 5 nrtlinance, a he nce = 1 a by allhapP�lica suu a bUiltli A fh izdficn the fb W n pAafREA-2. A5 .ia a eryqovgPentl/ng ^ MvelTe °tl =ZOGi n)fl a ou Ga KAufh r1NR on uetl °° va� Q°licable � B wA iav be ♦ r o O M�n wA „a,. ru.e•+e Tale•I �+ ro Wn w+ w w.+ w� 1a+ a /.9�h A0 193 155 N/A (ZA5.190 WA I MO ii p ' )TOTES, I.NET FREE VENTING AREA PROVIDED BY MAC."VENT IS BASED ON ASSIINED VENT SIZE!AND FREE ARE".FIELD VERIFY THAT THE Q MININUM'REWIRED V110m"6'"LISTED ABOVE IS PROVIDED FREE VE TAM&MR INDIVIDUAL VENTS IS DIFFERENT THAN MOVE cm 2.ALL VENT OFENINGS SMALL Be COVERED✓V 1/4•CORROSION S1iS RESISTANT METAL MESA.(IF MESH IS LESS THAN 1/4'THEN THE NET FREE VENTING AREA OF VENT MUST EE INCREASED TO ALLOW O FOR REDUCED Aim.AIR IeLOFL) S.NRAMM SHALL BE RESPONSIBLE FOR COORDINATING VV TRUSS II- )'' VTO ACCOMf40DATE ALL ATTIC,VENTS LL 4.AENTS SHALL BE INSTALLED 50 AS TO MACE THEM Q WEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND PLABHW WITH TNOISTOP'IN THE SAI•l MASER PRESCRIBED g zo W FOR WINDOW LNSTALLATIONS. ©3 co S.PROVIDE APPROVED R 5LLATION DAMS(SArTiE6)HHERE VENT BLOCKS c> ARE USED BETVMN ROOF FRAMING TQlERS TO FREVQIT VENT HOLES ,m FROM BEING BLO BY INSULATION W O z ru IN6. BLOC®By GH TE NI \45mm MINIMUM 51-W VERTICAL DISTANCE 53 ABOVE SAVE VENTS. 0 4 m a cm ,R� 7.FRW OR ACCO AND VENTILATION FROM CALIFOFRAMEDA FRAMED AREAS m S m W TO ADJA4aWr ATTIC SPACES.REFM TO STRUCTUAL DRAWN&S FOR SHEATNINO PQITRATION& it i 10'-0' J 260 2 29 Z� a it .4-----a ----------� I I I 1 I I I 1 M. � I TY►' I I TOP R7. TOP RT. TOP RT. L_________1 TOP RT. a a a a a a a a a a -� s • 14 . T 4_ _ I Srr Pl b b M• T • S 'Yr----+r--------yr- -LY AT 14 2•X•• 11 11 � I LI mow• �, !� `� NN.RR L-Ta L� PIN.RR PIN.RR 1--1 — _ — _ — _--_ — 14 - -- - - _ PRI.RR TOP RT. TOP RT. TOP RT. - - �aa aaaa1< TOP RT. 1 v- 11 1 �--4 u u p s II 4 Y Y Y 1 1 I Z r•X• j P �' II ( n 1 h 4 1 II d f t N A U d 1 I I I 1 p X 1 p J Is IX2 T i 1 11 II II 0 1 X: I II 4 I II d l q M i � � I 1rt=L 1 �__� PRL PLR ____ I PIN.RR PIN.RR I�____i1 —_ _ — — — — — —— _ — T.0.6. f1. ____ — — — — _ — _ — — — — -- — _ — — ___ — — _ —— —_ _— IZ 12 4 D.4 U REAR 2-C LEFT 2-C cn � OGAL!1/1'•1'C OGALG V4'.I'.p• p �tlp 3W �rrl � z � 8 8 Nv� Z65 1 . gig IT 14 I .T TOP RT. TOP RT. X1 • Fl • p .• 14 Tom 14 SC FCR PERMT E ,w O� PIN.RR — — — — — —— — —— — — N.PLR FAZEKgS g A 3 NCE r 0 IgTE3 INC. O ®a TOP RT• — — — — — — — — — — — — — orreq- E O O fA RI 'po o. aPProvY gran ed fo antl of d e atlherence T p U M — — — — — — — — — — — — — — — — —— — — —— — — — 1.1.IB1gr all PPl cableue a bu or Aufhorizall fO ha J� i J N oa 1. a he IV nuance or City age les Permlf Pentli D m�a F. Pero el of 9renfj 11.1 % M. 4 Permit or f ega Plan ng of 2 =` LLJ� Cor I auf es r or anceanysV lafio.11 f Cll baOn u o r Ya`/ Ln =Z _' D Codesshaafbe vel fe or C el fA No e P e P. IumetlPP u�ble I�v O rP IalPna o�ae�h = �° N F- 0 o � roa. --- - - -- - - - - - - - - - - - PiNRR rn. c 1] D4 m C` r RIGHT 2-C W*&AL!V4'.I'•O• p Q G' r s o � q au■ N oc � U� •�i 2 w w Q QQQQ yvbea P'�� TOP R.T. Q 4444 4444444 �� 0 4 n TOP R.T. $R NlSTO 20 THM 2.I0 rOR mom,olmemONS MID IM"ORMATION NOT aaaa aaaaaaa •fliOM11 NL'RC. T s PARTIAL LEFT REAR DECK ELEVATION ecue I/4•.1'O• 1a�-o• 1o'.e• u'-a• w•-o• 1a-e• a.s• � i4' Q <S p R ---------------------- r p i-------------COM- - 4 I s � g Z o o RSR TO 2.1 - I oo `---; �ODOR PI ANSHEET=1 OTES? R SHEETZ aa U GONG. PO R.PLAN11rORMATION to I DOOR WYNDOWI ANFOR O u Q STOOL' NOT SHOWN momI B.6G7RIGAL LAYOUT'. Q a '" NOOK , Jis ; . I I i F— FAMILY ao SLAB INTERFACE ADDENDUM FIRST FLOOR ADDENDUM eCALe.1/1•-1'-C' SCALE_1/4 I•-O• 0 261-p• 11-4• P O b'-0• la-0• BY SA�OTj FGgZEKAI'll 8 �ANCE GCIAT C A\ '. Theme Pia � rw.o �e eLcebhcodes been fevf-e GATEr= N 0)N Dy 9rentetl antle rd-a �,atlherence o a tl'i ePPrpyel @1"WI gPPl c86ie>sP a m The i e CI� t 'aoi P�MR¢�zel 4 aPPlo seuanc Pr �.»vt Pe m V n �1 Qo JATD� oo�ash t ensr BryIn a P ermit ba se, hY ww Pe' M r °PPIc lea ,C n •�wYV,/ KJ Wca9 Lu O Q i No w i 2 ~ 0. CJ N �... MIL an 0 ROPER To SHEET 23.23 Pom FLOOR PLAN NOTES, W di vammom AM M BATH 0 k I I 5 I G SECOND FLOOR ADDENDUM y ecALe.v.•.1•-w I . I = r W o 12 z o • J 0 CV o NOTES III � 2-Cry,o• I2.S• 21W Z a INDICATES PROP IN SLAD(S!t OETAIU rn VMPY MNIMUM FOUNDATION D?flM,AIPl'K RGNFORGNb 2� 3'-0' T-4• 2•�' STML A SOIL ITIONAL�T.EXPANSIVE SOIL RECUR VII NTS "<< t STGOF p REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR INFORMATION NOT A LOGd.T10N I� Orr. Q seas aaaaaaa SHOWN HERE A la m„T� t „mm FOR HARDSGAPE INFORMATION REFER TO � LANDSCAPE PLANS 4 4 4 4 4 4 4 4 4 4 i h � I I rri I I 00 IL____yl L_ I If I 00 1X, tt I � I 4,a• VT MITfaI GL01lf L—1 EE ----- s+-o• � I 4• g z 8 4 � LL. a A r ` s OT "�' 10'-0• m'-0• �7 y�g 'ggd c� N I� ZZ m --------------- Q �b o T 7G 4 s. ti• a. T-0• SCT FAZE OT ERMTOVED AS 8 A SSUANC p BY K SSOCIAT S Thes O• a Plana DAT ww`` 0 aPPlicab'a have been r E' W H N cotle a�lewetl for tl e O O a hereby 8rante s antl ortlinanCe a r Ce �O LO T approval by all aPPaCebleue a builoing Pe or) to the etlonr U) The ....... soanc City agencies, entlgla �UM GONG. Pa Pnov olr of these Plans n8 of a Perml b ® J m(nn S'MMDEor on CothoritYrtoo dojan�ea No vpeem n obths at eo to L,Wa WALK _ Does shall be valet a or cancel the P ovlsb t 1 Gale g 78 m Q O O V P .�ph W I` cc0 r CL to DOCC) Mw/� � Q O SW ADDN'CA FOR PLAN GH/Jlti!FiR lLNATION. oZ W,w NV YI {< r s 0.] F SLAB INTERFACE PLAN A M _ mi ui o W m V L ui O NOTES a 7 f INDIGATG!DROP IN SL.*Z ISM MrAJL) Z VERIFY MINIMUM POVWAnON C PM wDTN,REINPORCIN6 yJ7 a STWL AND ADDITIONAL.EXPANSIVE SOIL W&WIREHMM 4 4 4 4 O NTH THE SOILS REPORT. • jP� U REFER TO STRUCTURAL ENGINEERING DRAWINGS Q FOR INFORMATION NOT SHOWN HERE 1<1<1<1<1 1<1<144444 as FOR HARDSCAPE INFORMATION REFER TO LANDSOAPE PLANS 4 4 4 4 4 4 4 4 4 4 4 Is. U p MASON r VENEER TIT. W 4 h Q b 8 v STOOP p c� o STOOP o i- ro�GN POR4N 4 cc Z 11'-4• R 6'-4' � � � it Lg � 7. O � � � Qi 4 tt tt a 13 Q 4 ,-4 Y 4110' 44 S'-0' I § '4' '-S' Z'-0' S'-S' I a-0 O FO APP.ROV 36'So. 36'S@. Sc R PFR Ep 1r1 GONE. GOH OTT FAZE '�iT ISgpy O I� a hose C TE 5 •INO. y STOOP STOOP BY SIASSp p o • Plans have �\ < W H� r_tt 1--1� r_r he a16Ya9 ante des bsstl d�wed a + aPProvel by all ePPlicableC a bu ld ut D/i2atioo the O N PhPr Issuance or N a9anciese it Pendin s O O U Perms vas°/these 8rantin9 0/ e 9 J T � ul7 0.pi SLOPE SLAD ` GOIY.. t t GONE. coded arro PdProve elny sV hall of b co based 3•VWPY DR11/! T DRIVE74 Y es gtY the vanalecor Nancelafhe^P olvt ee Ptrl etl to =w9 M VERIFY hall hd. Free P icable O `"/ I to, IO plve Ln Q� of euchW L 3 UI wM■A i 0� W m cc) N o ■ _G o KALKGow— X-C. o REFER TO E6461G PLAN FOR I '3• 16'-4• 7J" REPER TO BA IG PLAN FOR NOT NOTES,DIMENSIONS,AN7 NOT SNOMl1 0 L6,DI�•Q•ISIO S, O INFORMATION NOT SHOMf•1 II'i' IT-0' 31'-0' INF0104ATON II'i' IT-0' 41'-0' • FOIE I 1 141" p m tz �'-0• sole Sltdy�!1 $ W uj SLAB INTERFACE ADDENDA SCALE SLAB INTERFACE ADDENOA SCALE B° cc i FLOOR PLAN NOTES _ I.74'CI"EAR REFRIGERATOR SPAGC P *W FOR WATER SUPPLY. EGT B 50'-0' C D VERIFY MUDTI AND DEPTH IF BUILT-IN RE'RIOERATOR 2.PANTRY.SEE INTERIOR ELEVATIONS. 12'-W 2'-4- 2'-W 3,So-SLIM-IN R N40-OVRI COMBINATION MV EUILT-IN HOOD, O LIGHT 4 PAN NET TO OUTSIDL'AIR). N 10'-4• 2'-4• 2'-4• ID'-0' 2'-S' T-4' 2'-4' 4.36 G To� �� HOOD Y'V LIGHT 4 FAIN ?I b O s.336M6'60OKTIOF W/DOWIDRAFI'FAN NE r TO OUTSIDE AIN. a a a a TC a'-4• 4'-r 6'w• Tom• a'-6' av' 6.NEiTG0�OUT I OP W�1'V�30'BUILT-IN N OVEN(vv dOY�rµ ♦ s 1.Xx"DOUBLE OVEN. 6.BUILT-IN MICROWAVE. A.OPTIONAL_T'111A511 COMPAGTOIR- 10.OPTIONAL RECYCLE INK 6o60 lL OR�f1Tr� ---I I I.s'4"TUMMHOY'!R Y'V WATER RESISTANT YMINSGOT TO 12" ABOVE DRAIN UN.O.PROVIDE SHOPM CURTAIN ROD U.N.O. La 12.PRE-0.AST 3Hor4m PAN.SE-PLAN FOR SIZE.TILE TO,2' I IOPT.FRIGO60 Fit. I ABOVE DRAIN U". N9 f I IRf' PR(1n'{►I 3 I I Q 13.HAND BUILT 'ak ae:vw FOR alze.nLe TO,r pp� p II 7►� I p 14.60"X 42.OVAL T1B W/CERAMIC TILE YWNSC.OT.PROVIDE a a a a a a a a a a a _ HYPRC Sol*SL GODS!L 6056!L -� I BATHTUBS.OR�VERIFYP Q AT LOCATION P� PANEL. I s.SHATTERPROOF GLASS SHOM M ENCLOSURE. OR.5oeb / II NOOK It.SHOFaR SEAT.SEC PLAN mom HEGor. FR°R�D1R11-1 11.UNION CABINET. SEE INTERIOR ELEVATIONS. l6.ro)EG4IALLY SPACED SHELVES. P.A W.7'VENT TO OUTSIDE AIR j } I b ,'4' 6'i• 20.WM V VENT TO OUTSIDE AIR r b I K• 2 1.PROVIDE A IS"HIGH MD.PLATFORM FOR MVM OR F.Aw.FIRVVIDE A ti B F I A COMBUSTION T4 MATTINO ASND BOTTOM SRROGI�r�OILY R p .1 BEDROOM 4 II < 1 �• IF PAM.MID Wm ARE SIDE BY SIDE PROVIDE A•T'FLU omt4* N<< a a a a a a a 2 it i7 T-I'CLG. II __ §� FAMILY __; PITTT1�AT Fsh�AMP A COMISCI.E'VEN'r cowEr TON POW Oft. N! -y _ T-1'GLG. USE ' 1 22.14'X 16'O.I.SC1e�4 LOWERED CONaU'STON AIR VENT. A0�OVEN 1 23.3'VIA,BUMPER PIPE 36•MOM YV MIN.12'EMBEDMENT. 1 I OPT. T / I I 24.TEMPERATURE 4 PRESSURE Rd1EF VALVE, 25.14'x 6'GARAGE EXHAUST VENT,SGIRCEHED AND LOWERED. 1^ i 26.DRYER VENT(MAX.14 ft.LOOT14 INCLUDING(2)RO DEGREE ea 9 4 f• -- - S N ELBOWS.FEW cMr-504.3. III I i I 21.PROVIDE WATER 4 WASTE FOR V015MR. 26.GAS DRYERS INSTALLED IN A GARAGE"JOT OC ELEVATED SO 7N 12 MIT. HV.T PILOTS a�STGFES dIInN2"AND 1aATI40 ELEMENTS ARE I a A MINIMUM OI'IS.ANaOVE THE FLOOR LEVEL. l 30.2Yd PROST1D WALL..DE SMITry PAN W/DRAIN BENEATH WASHER. e r, 4 KITCGHEN , li 71.PONY WALL SEE PLAN FOR Halsor. HT f g IS D' ry R I 32.BALLOON PRATED WALLS.SE"STRUCTURAL PRAMINS PLANS w DROP FROM AaOVE 14.22"X 30"A`TT�ACCe"PANEL PER GDA.1505.1. I-AD.IN ATTIC,.PROVIDE So•X 30•ATTIC ACCESS PANE_. (OR PER GM.G.408). PROVIDE MAL GAS,LIGHT AND SWITCK .� (r A 4 4' 4 4• 4'w' 6'-0' I 6-0' -2 ___..a _ 36.RAISED MCARTH ROMIRE4ETS.SE!PL-AN MOM BOX SIZE. C PROVIDE PA.AND KEY. XXXxX Yd 20-10' H1.ALL I --- 3,.'� ' :; PA v "S , :ENN RGI PRO 'IX1 2 ' 2OR a-0'Ig S'-6' V-W TO 111'-2 a12 f4 _ i� 36.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAN). I I 46 11 6 ry 314.SKYLIGHT. Q I I 40.36"HIGH GUARDRAIL FEW CDl..504. LIVING _ _ I I DINING ;1 41.3W-36'HIGH HANDRAIL ABOVE NOSING PER G.D.G.lOO&S.Sh IO'-a':CLG. i Zr T-1'CLI. 4 r 42.MOM POST. f 7 96 56• T-1'CLG.AT 16 ___ I I '� ; R r 47.2-LAYERS S/D'TYPE')C s1T.DD.FIRE SEPARATION AT GCILIN6. V J Q IT OPTION ADV. q D, i�ag I I 6 44.FIRE SEPARATION BETV4EE1 HOUSE 4 GARAGE TO BE 5/6'TYPe'X'GYP.W.W/6d COOLER NMLS AT,"O.G. 45.FIRE SEPARATION BOTV4EN 2D.PLR 4 GAR CLG.AND yy,, ___ ♦ 39 }6�6' �i n WALLS SUPPORTING 2ND FLR TO BB WS"TYPE•X'GYP.BD. M ^ __ - • it 46. WO'TYPE")C OYIP.IV.UNDER STAJRS AT ENCLOSED, USEABLE SPADE. R COOLE NAILS AT'r OD p� 41.LIFE OF CRIPPLE WALL ABOVE. (q - I 1 • 46.PLAT SOPPIT.SEE PAN MOM FIGHT. 44.M � IT OR ELEV.SOIT.SEE INTERILV.OR PLAN FOR SPCG. In p Tyr. 50.LINE OF FLOOR ABOVE. 5 1.SHELF.S@ PLAN FOR FE16NT. N 44 D 21 {� 1 52.GLASS BLOCK. x 53.DUGS GHFASE.VERIFY W/N.V.A,G WI.DRANGS. IA6 Pb. Y�GFIj 41 I 54.RECESS®LUMINOUS CEILING.SEE FLOOR PLAN POW SIZE AND Z g h SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. 1 ENTRY I 1 5s.LINE OF SYNTHETIC,STORE VENEER.SEE ErVATd1 J 8 aQ , la'-I•CLEF. ,-2• 44 T'-4• VI Y-r 10'-0• '-6• b'-0• I S6.LIHIS OF MA90HRY VE®R SEE ELEVATION FOR NIGHT.SEE Ma 'g a SLAB INTERFACE PLAN FOR TOE FTC.RETURN DIMENSIONS. b I 51.LINE OR.2"WAINSCOT.SEE ELEVATION FOR HEIGHT. x V 50.LINE OF WAINSCOT FURR'G.SEE ELEVATION FOR Halsor.SEE < U SLAB INTERFACE PAN FOR MORE IN'ORMATION. ZJ ra 4 u r 25 5 .LINE OF DECORATIVE FORGER RAILING.SEC ELEVATION.L WE!OF EXTIMOR.BALCONY OUAMMAIL.SEE ELEV.FOR OPEC. lU_ m q p 6O.TOP OF 6UAIRDRIJL SMALL NOT BE LESS THAN 36"IN M10111. QF 3 t~ ��OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN p a- 9 GARAGE 4s I f ORNAMENTAL PATTERN SUCH THAT A SPHERE 4•IN DIAMETER R' Is D O 7 �CANNOT PASS THROUGH.PER CDC,."S. m R 61.PROVIDE PECK I OEGKIN MATERIAALA t VeN D DRR PROVIDE SO TG VERT T 6 WATER 23 c• 54• ati2' AWAY FROM C,ORNIWS). 62.16'TO BAR-HOT.54'ABOVE FIN.PLR O 6S S.24' WdY'B TO BAR-HST.54'ABOVE FIN.PLR I 2-164 2 .TOILET PAPER HOLDER-HOT.24'ABOVE PIK FLR HOV OUTLET FOR IRRIGATION CLOCK, + LT. II'-a• 66.GAS METER LOCATIOK aQ UTILITY PLAN. GENERAL PLAN NOTES I.ALL INTERIOR DOORS TO BE HOLLOW GORE 13/D'THl U.N.O. O (SEE PAN FOR SIM.AT DOUBLE INTERIOR DOOR ��oNp ,. 50/0 SGTONAL GAR DR NOTE TONAL* - FRO' M DEADBO.T AT TOP OF INACTIVE D00RSCOTT F'"R I'ER�vi('� E O IB KqS S N O 1 - -- - - - - - - - - ---- I 2.ALL GARAGE 7ecvKe Daaea To Be w cone 1 s q s o THICK EXTERIOR GRADE.(SM FLAW FOR IArES,INC. ca Ica ^d- _ 3.ALL HOUSE TO*AAA"DOORS TO OE SOWDI Ma TE W p - ----- - 4.ALL_TW DOORS TO BE SOLID CORER Ina./�14H r QSman �n ce r acheranp O y m' so - --- 40 - - TOP AND DOTTAT C ON.- DOORINACTVE DOOR ap aoanc IY age den Perm�'t Penn la O p V M TT. SQ s.ALL EXTBRIOR FRENCH DOORS TO Be a gJ/II'eTMI�Co/ CI!7 = � •I 0� E.EV. (SEE PLAN FOR SIZE).AT DOODLE . -1 V7,. Q BN. DCADDOLT AT TOP AND BOTTOM O•i e any s sr�alo tp a�o bases p J Hal E4 IMA 6,EDG E RESCUE wiNoowe APESC SHALL `*iIT VIC o!the apPllad I {y 00 2'C 3 T IV' o A.2'-0• OP ,B1"E AREA OF 5.,SCi7ARE FEET.TNe MIN CLEAR Ina ro g oec I.96e 7! av O 7' OPE A"FLIGHT Olt- 1ON SHALL BE 24 INGVIS.THIS MHNIMCJM na pl ouch W LV 44• T-0• 3'-a' D'-4' 2'-2' N'-4• 2'-S' NET CLEARP OE4AER.E WIDTH DIMENSION SHALL BE 20 INCHES Aw AHD HAVE A FINISHED SILL MIGHT NOT MORE THAN 44 INCHES = cc o� ABOVE THE PLOOR("M UD.G.310.4),WINDOWS NOT MEETING CA 4'-4' al'-4• THESE RGORMRIS'ENT'S SHALL BE BROUGHT TO THE IMMEDIATE 10 . ATTENTION OF THE ARCHNTEGT. 50'-O• T.0 10 THE OCOUPANCY SWAIlATICK DETY4"THE HOUSE AND 6ARAGO IS APPLIED HORIZONTALLY,TIE STRUCTURAL MCMDEtl SUPPORTING THE SEPARATION SHALL DE PROTECTED BY THE WIVIVALENT FIRe-ReSISTAWe CONSTRUCTION,NBC$EC.3022) Gm SQ. FOOTAGE m FIRST FLOOR 1630 O SECOND FLOOR 1648 H TOTAL 3216 0 GARAGE 625 o Z NJ SEE ADDENDA FOR PLAN EXP. GAR. W/ WKSHP. a0l cm '°EE� AT'°" OPT. BDRM. l FIRST FLOOR PLAN ,� 31'ix _ OPT. DEN/BDRM. 8 I qb S Z= y ■ W SCALE,1/1"-Y-O" ATES EXTENT til J OF CPOT+SHELP OR NOTE'FINISHED Sf71IHRE FOOTAGE GALGULATIONS z o CL6.a� FOR THIS HOUSE MIRE MADE BIDED ON RAW m m DIMBMIONG ONLY AHD MAY VARY FROM THE o PLAN FOR mmew(S1. PfNMHED SORUARE FOOTAGE OF THE HOME AS SALT. ii� j FLOOR PLAN NOTES I.34'CLEAR RCFRIOERAT'OK SPACE.PLU'7s FOR MAIM SUPPLY. �J 6 B sw-O• C O VERIFY MOTH AM DEPTH IF BUILT-IN REFRIGERATOR. �' Z 0 2.PANTRY.SG!INTERIOR EL evAroNS. � 60 �,-0• 2-0' 3.SO•ELIDEAN RA OE-OVEN OMDINATION W[MALT-IN NO=, Z LL L3+S16fOrMf f PIN VENT TO OUTSIDE AR).G WJ 60 Ve • 14'-0' 3'-10• 4'-0• D'-0' II'-4' 4.(VENTCOKONftbIDE AR PV ). HOOD W/LWMT f PAN f jP'�CF U 5.36'GOOKTOP W[DOPINDRAFT PAN(VENT TO OUTSIDE-AN a a a a S'-0' 4'-0• 4'-0' I'-II• 1'-11' 6-6. !' Y-6' S40' 6.30'GOOKTOP(DROP-INV W/NCTAL MOOD W/LIONT f FAI (1/EN7 TO ONlTNDE AR)W/aJ0'EUILT-M OV@l dMILO'U. -- --- --- T.W DOUBLE OVEN. 1 6.BUILT-IN MICROWAVE. 4.OPTIONAL TR C ASH OMPACTOR 10.OPTIONAL REC.YCIE BIN. 1 I I.W-O'TUD/SHOFER W WATER RESISTANT WAINSCOT TO I2• ABOVE DRAM UAO.PROVIDE SHMICK CURTAIN ROD U.N.O. Q I 42 x42 12.� SHOWER PAN.SEE PLAN FOR SIZE.TILE TO 12• Q • IS.HAD MALT TILE SNOY'ER SEE PLAN POR SIZE.TILE r0 I2• F I I 12 Aclir40 L BLx A ABOVE DRAM UNO. C TILE 104^00C.Or.PROVIDE 4046 sL. 4046 SL -- --- ----SL(TB•rJ -__----- --- So4o 9- --- ~ 14.MOTOR ACCESS PANEL ATONAL SPA/WMPIOMASSAGE a a a a a a a a a a a DATNI71lOS.VERIFY SIZE AND LOCATION Q AC.GEDS PANEL t -D a P. Li o IS.SHATTERPROOF OL AOS SHOWER ENCLOSURE. 16.SHOWER SEAT.SEE PLAN POIR HCIONT. El -- -mn 1 ry 1 T.LINEN CABINET. SEE INTERIOR EL OVATTON6. q l a 1 IS 14 4 d ii II 1 Iq.PPAM.W'VVENTPTO OUTSIDE AJFL i4 1 4 cLs ' 6 �T II I r 10.WM'B'VENT TO OUTSIDE!AR a'-1•CIA. II 11: BEDROOM 2 2 1 0MMLMETWH AIR TOP AND BOTTOM AND RETUIOi AR OKILL6 OO R µ F M BATH 2�° II y OUGT AS SNOW ON HEATING PLAN AS REO'D ROM P.AU.ONLY. I H 1'B GIG. ry I� 3. IF PAW.AND KM ARE SIDE BY SIDE PROVIDE A'T'FLUMBINO PITTING AT FA.AND A CON,DD.W VENT GONMGrION FOR VOL. a a a a a a a a a a a '-4' r-4• 1' '-0' § S'-0' I 4'-2' r-2' llSE oP MAPMENT.NERIPY) MASTER I 22.14•X la'6.1.SCREENED•LOVVERCD C.O•eU6TION AIR VENT. Q 4 I BEDROOM . *-- - u 23.3•VIA,0I PM PIPE 36'HIOH rV MIN.12'EMWE nor. I�� �I I 24.TEMPERATURE f PRESSURE RELIEF VALVE. 'r_ I D'-I•GL6. !. i 1 �� I 25.14•x 6'6A#tA"EXHA OT VENT,SCREENED AND LOWERED. ih -I ��I q 26.DRYER VENT(MAX 14 K.LEM6Ti INGUAIN6(2)40 DEGREE ~ I]i! R=_- I bobs BIfND6 1 217.PROVIDE W�ATIRMt W�T!'POR WASFR T-1• n 26.TdAaHAT DRYERS INSTALLED IN GARAGE NfNST BE ELEVATED$0 WARDRoBI• THAT PILOTS, IWITABOV ILIJRLmcs AND MATINS ELEMENTS ARE l i a a I 4 -,: ._ _ I A MnwIMUM a la'ABOVE THEW BEN LEVEL. peeppp 4'-2• I� b-6' 6' i fN 4-0' 3-0YI - - 24.PROVIDE SMITTC PAN W/DRIJN BENEATH YTASHR • -NN-M•p-N� 6 9. ►_ _ I S I.row WALL.SEE PLAN FOR MEION T. T-1• _IiA � 1 32.BALLOON PRAIMED WALLS.SEE STRUCTURAL PRAMINS PLANS, [L er ------------ --.�-I---- - ---- - ------ 33.PL.M461N6 WASTE DROP FROM ABOVE. !� --- _ ____ 6066 M,. I 14,22'X 30'ATTIC ACCESS PANG.PER GDL.I505.1. a .GsJ 1 3S.PAW.IN ATTIC.PROVIDE 30•X 30•ATTIC AGGE66 PAL. HALL Z I JI ^ (OR PER CM.G.40DJ. PROVIDE F1JG.GNU,LIGHT AND SWTGH. •�� 1T I L a-1•cLb. \ i{I 36.METAL MA45M MARTIN�a�RCKWIrs.SEEEPLANN MR Box SlmE C '-0' b'-0• '-0' 6'-0' 3'-10' 4'-2' S'-0• 340• / '-4'\ 3V' 'M13' 1 PROVIDE PA.AND KBY. XXXXX atl 1 46 SI 4 / Z I 37.APPLIANCE TBRMINATION�RE4711 PATA�MROLpR�I�CF�DY o-1 o7�= on CJ r TYP TYP. / O ° BEDROOM 3 1 »:SKEE 16 T.A 3ERVIGC PAIL.(SEE VnLITY PLAN M. M. / \ 6'-I•GL.6. I n A 1 54'-3a'w HANDRA RION IL IL ABOVE NOSING PER G.BL.100333b OFB4 TO >s I Q DG OW Ai j OPT. BDRM. 1 K / \\ I 7 44.43 2PI1 C�ARATION BETYIM HOUSE 4 d�o�BEAT GE1L1N6. D'-I•C.I.A.AT OFT. Q T r. 7• Y I s/6'TYPE'x'GYP.W.MV 6d COOLER NAILS AT I.Or,. 45.FIRE SEFARATION DCTVQN 2ND.FLR.A OAdt GLA.AND 6 \\ 46.5[D�PE SUPPORTIYP.W.UNOW SST RSroAT @1GL"TYPE�W. li \ 4I.LIEN!OF NALS AT'I"O C IPPLE WALL ABOVE. • I EGGS \ ql - 4-1.ARG1lD SOFFI46.PLAT SOFFIT T.SEE IINTflERIOR I CV.OR PLAN FOR SPC.. 1 (p -}r--I'�TT� I LAUND4I\ so.LINE OF FLOOR ASOVE. z TYF p R I 11 53 CAA.. \ I 5 11.CLAY SW OCI�FOR MIGHT. - I W r__; s3.DUCT CHASE.VERIFY w H.V.A.G.ORAN'UN". Z O --- -FLO -- ------- - TI I 1 F 54.RECESSED LI MIMOUS CEIL INN.SEE FLOOR PLAN FOR SIZE AND J �" _f-_- 1__ --- --- I 'N SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. a 8 U 1 - - _ L__J I___ I >i 55.LINE OF SYNTHETIC STONE VENEER SEC CLEVATIOH Q g y 51 46 - 56.LINE OF MASONRY VENEER SEE ELEVATION FOR MCI6MT.SCE ���jj a° E•� SLAB INTERFACE PLAN FOR TOE PTW RETURN DIMENSIONS. M � 40• T-1• / 5I.LINE O'.2•W HT WAINSCOT.SEE ELEVATION FOR HGO , I \ 2I 24 I sa.LIIE OF WAINSCOT AJRKW SEE ELEVATION FOR HMAHr.SEC O'-0' SLAB INTERPAGC PLAN FOR MORE INFORMATION Z � o d' B I S.I. 4.LINE OF DECORATIVE PORCH RALIN6.SCE ELEVATION. o W Z y`q Y 60.TOP OF OUARORAIL SHALL NOT BE LESS L HAAN WIN LSAT. O CCC H L' a I p� OPEN GUARDRAILS SHALL HAVE INTER 4MATE RAILS OR AN J V C s I OI*t&.IC MAL PATTERN SUCH THAT A SPHERE W IN DIAMETER a SUPER BONUS/OPT. I GANMor PASS THROUGH.PER cnL.soR3. + j \\ BDRM. 5/6 ! ft 4/ 1 ' f 61.DDEEC40NNOO VWK MATEIVD�RAM"NIP OVERFLOK ORAI TO DIVE e°T111iv TIM11, '' • 1 Rs6•' 1� \g BONUS/BORN. 5 \ 1 62.A804TYgd ISAA-NOT.54•ABOVE Fjt4L PLR 0 I1 I \ D'-I•CIA. \ I 63.124.TOYEL BAR-NOT.54'ABOVE FIN.FI.R Iif \ 64.TOILET PAPER HOLDER-HST.24'ABOVE FIN.PLIR. I \ \ I 65.IIOV OUTLET FOR IRRIGATION GLOGK I I \ \ I 66.6A6 METER LOCATION.SEE UTILITY PLAN. 1 2046 i \\ 2050\ i OR GENERAL PLAN NOTES 1 PA. 4046 SL. PA FA. I.ALL INTERIM DOORS TO BE HOLLOW GORE 1 3/D'THIC.UNO. p [SEE PLAN FOR SIM).AT DOUBLE INTERIOR DOOR COHIPITIONLS M PROVIDE DEADBOLT AT TOP OF INALTVE DOOR F�p APpr o ryryryppq��� + - -- __ ___ ___- \•.---------- ]� Y 2.ALL 6ARAOE SERVICE DOORS TO W HOLLOW GLLII+rA-�'^�EKA3f.9i o V NCE OI H THICK EXV TGOR GRADE.(SEE PLAN M 845 �/� ---------- S. ALL HOUSE TO GARAGE DOORS TO Ix � 13/6•Tiv D IATES,INC. V/ � W N SELF CLOSING AND TIGHT PITTING,11ICC p i M1014 b D fY N-O 4.ALL ENTRY DOORS TO BE SOLID GORES fr f.NQ(SKIN!!� ewe /o TE O�N 6• 46 6' FORALL NTT AT DOUBLE ENTRY DOOR �' Turtling atlherence u7 LQ■ am TOP AND BOTTOM OP INACTIVE DOOR Y all epplicableuCea bui cn Pefnorization f f J 0 U M w MAY. s.ALL EXTERIOR PRENGH DOORS TO�BE���y'•�',ICLSy��p I S/4'T en mlt ISCc PLAN FOR SIZE).AT DOUBLE"`o`w^' � tin Ra. Pentl/n J m N DEHDBOLT AT TOP AND BOTTOM OF ILSR6Ti1 DOmlle plans A of p �i O 6 ESCAPE IRESCA.!FRNDOW6 SHALL a �YR1Ah hall n I b .Ions sU tl ofl LW7 O 34p• 4'... S'-10' 4'-6' 2'-10• OPENABLE AREA OF 5.I SWAM FEC�'� r{�' a m�a of g hm.dpPlic blf Y�/ J<� O • -�• HEWHT DIMENSION SHALL ee 24 I farm I. IO ■. i- 4'-4• 14'-4• II'-0' I i• NET CLEAR OFENADL.E WIDTH DIMENSION SHALL EE 20 INGFES Iona o/such W �! �3 N M■ AND HAVE A FINISHED SILL MEIGHr NOT MORE THAN 441 = tY p OJ 16'-6' 2f'-4• 247• ABOVE M FLOOR.(PER UDL.310.4).WINVONRS NOT MEETING In N THESE Rff=lftEK MS SMALL BE BROMW TO THE IM'4EOIATE O ■ ATTENTION OF THE ARCHITECT. So'C I.WIlM THE OC44JPANIY SEPARATION DETY@N THE HOUSE AND &AP~W APPLIED MORIZONTALLY,THI!STRUCTURAL hIFEFLRB SUPPORTING THE S?ARATLON SHALL EE PROTECTIED BY THE BMIVALENT FIRE-RESISTANCE G4NSTPkrTl0NL(LAIC SCG.302.2) `O r o= W M s SECOND FLOOR PLAN A W z oQ�a J W o � �\SCT .4 O w N Z 7� ALL 2 LAU N. �j I� M L aQai17 F/ I,'-T• .f 3'-0' 4'_y \ \ / — _ HOT _--- WIDEN 'H BONUS ROOM EDROOM 6 Orr. n 0-I'cls. f/ HOTsass aaaaaaa 'HOT II JPIl1T ------------- G IT'4' 14'i' C CJ OPTIONAL BEDROOM I OPT, DEN OPT. BONUS/BDRM. 5 AT OPEN AREA OVER LIVING WALE I/,"-I' AT WORKSHOP AT ELEV. 'B' d IGI"ALE 1/4-I• AT SUPER BONUS ROOM SCALE V,"•I'-O` a �a z Z 0 F 8 `i wvK�rli. esP raO hy aPanco 1aeatoPovePr I abpPee°Ya,a et nBstQ�J SgtUh mP Aepra H L2 LAUrWI_ all, \ -J A. 434M 11 1/2 "K / o�ndE mPsP rinI iccatl tp e�m� VTT yO���z$E• �rOBEDROOM 5 _:Orr, BEDROOM 'is Susvice rn /i PG Lb. ° 4&• T2" \ �O O N. DATE NC l e �>J= oaQ� NpP gra ibYa EEN vaaN g r UM mof e P. nn VIt'n` Q�Oq�aInBEDR MASTER n � M P. P. N Lu ZOOM BEDROOM I Oar Ge valitl. °r oancel r e �Q P visions o/.P. LLJ 3 V)v co H d D cc � N I1•-0' 12'-4' m ENHANCED REAR ENHANCED REAR OPT, BEDROOM 8 OPT BDRM 5/6 It BA, 4 � SCALE:I/,•.I'-0• WALE I/,•-r-O' AT MASTER BEDROOM AT MASTER BEDROOM SCALE.1/1.•P-P" SCALE:L,•- -P- AT WORKSHOP AT ELEV. 'S' i 'G' AT SUPER BONUS ROOM ELEVATION 'G' ELEVATION 'A' d 'B' g p= X eW� N ! _I \ u 7 Lu Lu N J UA m O U O cc UTILITY LEGEND - �onMm 2�JE y Z SURFACE MOUNTED CEILING LIONT FIXTURE REGE5SED LIGHr FIXTURE yJ�bA Fe W �l O HANGING LIGHT FIXTURE aaaa * 1P, U VP. IIEGGSSED Lld*ff FIXTURE YV VAPORPROOP LENS COVER. (OFGI AT HYDROMASSA6E DATHTJDIS) T WAJ_MOUNTED LIOHr FIXTURE DER WALL MOUNTED SCONCE LIOW G L +—— -- --+ SURFACE MOUNTED rWORESCENT FIXTURE/UNDER U�OIS.wr UU/ 1� 1 CA NffT UGHT FIXTURE `+ FLu51.1 MOUNTED STAR TREAD LIG1ii. aaaa a a a a a a a C] AT ./ Q REGE56GD FRACTIONAL W EXHALST PAK `- I SWTC 4 CONTROLLED m \.'-'. K POWIESeW C0MONATION LIGHTIEXRAUST PAb �' II SwrcH CONTROLLED � II N \\ REcex®COMBINATION Eww»T I-AN/HEATER DROOM 4 II iT 120V DUPLEX GOHv UeCC RE r GEPTAC{ \ FAMILY '" $ 220 240V SINGLE CONVENIENCE ftBdZPTAGLE 4 a a a a a a a a a a — — I —a ; - 1/2 I2OV DUPLEX GONV &V-E RECEPTACLE, �] HOT fc5 ararGH coNTRDLLED,1n HOT I F N. Oa A \ I 1____ - I20V dJADPLGX GONVEWeCE REGErTACLE, PT. i Y_ I '\ ;L_____ O I i -4 12OV,DUPLEX C0NVEUe1GE RECEPTACLE BELOW \ (INC-INSIDE G R A61NET O ABOVE AT CEILING). KIT/vK U \ AY / HEN � � H`r. 120V,reATtReRPRRGOF DUPLEX coMveHlE+Ge =0 I2OV,OR X*V FAULT GIRGUITAHTERR I PTEK(OM—CI) DlrrL.Ex GONNEPURSIGE RECEPTACLE ` d 0 I��T1BRPROOP6DUPLEX C01VENIECE H'ALL I DEDIGAT9 02t- ER OUTLET ay� 120V FLOOR TYPE DUPLEX REC PrAGLE,YVCOVER y w \ I I I I I O \ \ I I ((� - SINGLE POLE'LIGHT SWITCH LIYIFIG \ DIN NG -4 THREE-WAY LIONT SWTCH —10 FOUR-WAY LIGHT SWITGIF L] I \ _____= I I / I —1♦1—D SINGLE POLE LIGHT SW TCH YV DIMMER CONTROL\ I I I I I I PH. T0.0440M JACK W I- I W. TEI AYMCN ANTROIA/CAIX.E JACK Z -{--� FUSH a1rTON FOR DOOR C,"MES OR GARAGE g no DOOR OPENER a .sD• DOOR GHMED } �+ F \EN Y I TiRAYOUT oN YU AT,VERIFY LocArlTH HEATING i j 8 8 F � a OJ JMIGTION BOX,WITH COVER OR ADAPTOR As m Z REWIRED CA sy SMOKE ALARM,IGDO APPROVED,GEILIHIG Z� m A dS F \' I MOUNTED,HARD WIRED AND W/BATTERY BACKUP �r CEILING FAN,JIUNGTON BOX,WITH COVER OR GARAGE ST„B OUT ADAPTOR AS RIMIRED � ��Ly'•j� id• y .eo• AT GLG. AT GL6. *AS METER O LIGHTED ADDRESS SION(VISIELE FROM STRST F 4 LL yyp. :M :µ (LOUT VOLTAGE)TIED TO PHOTGC5-L. (q j 2 VACUUM LOCATION r^ GEGTIRIGAL �r SS �•T SetVIGE PA8I p �_ 20 AMP.MIN. GIRGUT FOR VAGWM SYSTEM1 Ix 1 "FOR IRRIGATION C TIMER I �- SEC.I RITY SYSTEM MASTER UILT � g PpR PA,f',q I,EU _ -_---- FLFL.00HOR DWAIN")OR AREA DRV(AD)CpTT PAZ .4, I.c,�UAN W \ - -1 These 3gOC/AES O m Cl) O Q - - --- - - -- - � O ROOF DRAIN(RP) he PNcab/e a have been r D I V/ W I aPPro Y 9rante das ar,d 'e'! y eo aE W F-N C`a \ - - _ _ - - -- 1 - - - - - - - ---- -- -- - Ha HOSE Bias OIDJ val hY al/ dto su rdhe O A �, The aPPNCab!e I AUtlt Pane to � 5 O N Q. ap lssoanc C,tY 9e le�sp ner oryre.o N tr N '+- -Ha W/ HOSC alas YUTH SHUT OF"VAYd ° �°r 9ran!;n_, nril P nHl O p Q L0 E \ / SOV garde o o Pnro I r l l P r 8� >U I a1 !T�OAS OUTLET(PG) code tY f din v ,I t b n�! Caa.e o � W _ m(n� O h C Up t W W — all I e nStr J Q LOOSE KEY VALVE(KEY) •I�n ovision�oll s ti N<O 0 WATER STIR OUT FOR FOR ICE MAKER W L �V) a 00 N NOTES: SEE ELEVATIONS FOR EXACT lonwai LOCATION OF LIOMED ADDRESS SION. I. MIZBATHICIAROOM&VENTILATION FOR TOILET CO IVINS AJR AND — 0 BAT#OOMD SMALL BE GAPAaLB Q PROVIDING S AR CHANGES PER HOUR G.B.G.1203.3. q 2. PROVIDE LISTED NON-Re90VA4kE TYPE BACK PLOW PREVENTION DEVICE AT ALL HOSE BiBBa. G P.G.603 47. O S. SHOVERS AMP T B-9H ER COMBINATIONS SHAD-sE PROVIDED VV I ONDMDUAL CONTROL VALVED OF THE PRESSURE BALAIGE OR THE TCRMOSTATIG MIXING 0 VALVE TYPE.G.P G.420, A lu 4. GAT S RG b WIRNG 091 9 v co FIRST FLOOR UTILITY PLAN s. ARC FAULT BEDROOM -EPTA ARE TO BE USED AT ALL eeDRooM REGE�TAGLED y zz UU SCALE.1/.•1'-0" Q y C m ■ JU o < C* W m �m UTILITY LEGEND z SURFACE MOUNTED CEILING LIOW FIXTURE MWWOED LaHT FIXTURE Z� n HA461N6 LIGHT FIXTURE 4 4 4 4 �de O� L) r VF. RECESSED LIOW FIXTURE VV VAFORFROOF LENS * SS " C4 VM (6FGI AT Wf'�DATNTUDS) + WALL MOUNTED LaHT FIXTURE II I Tfff l K• WALL MOUNTED 64OWA Lahr O SUlfAGe MOUNTED rL UOReSCENT FIXTURE/UNDER t7 CABINET LI64T FIXTURE FLUSH MOUNTM STAIR TREAD LIGHT. 4 4 4 4 4 4 4 4 4 4 4 II RBGESSCD FRICTIONAL His EXHAUST FAN, SWITCH CONTR011.ED Lf i II —— — —— HCf SWITCH ReaefloW GOM IN^rkM LIAHTVEO RUST PAN, LEP REGEEBW COMBINATION EXHAUST FAN/HEATER aE \ II OLOWT II BOOM Z )�100"IN WOTGM CONTROLLM � x \ tv. / ,I, II TV. / 120V PU "GORVENINSCE RECEPTACLE U \ j e Wit. � 220 240V SINGLE CONVENIENCE RECePfACLE 4 4 4 4 4 4 4 4 4 4 4 AA heSTER ^ ,t j I �- II / �. T I=V DUPLEX GONVeNIENGE REG'JTACLq B OOM , ; / M/BATH �F---;I II OKTGH CONTROLLED,1/2 NOT `\`.\`r ./ 120V WADPLEX GONVEAENGE RZOe"AGI2, 120V,DUPLEX OONV DUENC.e RECEPTA4Le DEI.OW iiCC44 (INCL.INSIDE CADIN!T OR ABOVE AT GGILINS). $ Mr. 12OV,WEATHERPROOF DUPLEX CONV@IIeNGe I RMCAPTAGLE yQ I I I d / =____ I I I -'FjY � � � � � � 120J,6ROUI.O FAULT GRGUIT-INTERRUPTER(6FCU a _______ 11 DUFLEX GONVCIUQNGE RECEPTACLE z HALL Z 06 VV. 1��TNCRPROOP eJ•c.1.DUPLEX GONVBNENGE ` LE DmIGATEP GOArI rWt OUTLffr ��+•+• \ \ QQ 120V FLOOR TYPE DUPLEX ReCEPTAGLE,WK,OVER p+• 01 �EDROOM 3 -�}- 51NOLE ROLE LaHT SMATCH �.7r PTO , �r Tr. \� - THR -+'A^Y LaHT SWITCH �7 OPT. BDRM. 1 .p \ -01 FOUR-WAY LWW SMATGH � G Joe SINGLE POLE LIOW SMUTGH w DIMMeR CONTROL �t �--•� PH. TELETHON!JACK W i--Q TV. TELEVISION ANTENNA/CABLE JACK Z E 5 d \ _ L,4,UNDRY . PUSH BUTTON FOR DOOR CHIMES OR 3ARA6E CL Y DOOR OPENER o DOOR CHIMES m -- ---- -�- -- ---111 - I l� THERNIOSTAT,VERIFY LOCATION MATH MATINS R L__ 1 - AG LAYOUT yr / \ / a �nRED wTH COVER oR ADAPTOR A, Z N 00 �1 z \ / O SMOKE ALARM,1000 APPROVED,CEILING HARD MU law AND W/BATTERY BACKUP O F 1 a CCLIN6 FAN JUNGnON DOK MATH GaVER OR V C o +gam o SUPER BONUS/OPT. ADAPTOR AS REwIRm /, W F a BDRM. 5/6 t BA. 4/ O APPRIESST �o� STD) I.L_VI BONUS/BDRM. 5 1 � 0 �J VACUUM LOGAnoK li DEDICATED CIRCUIT FOR VACUUM SYSTEM a 20 AMP.MIX TV. SECURITY SYSTEM MISTER UHT x 0 FLOOR DRAIN(FD)OR AREA GRAN(AD), AS NOTED API`? VE o mEon PERMIT o0i ___ O SCOTT EAZEKAS SS ANCE ROOF BRAN(RD) g, Y/ - -__—_- - � _ - - - � BY S CIATES,INC. wN +-�HIS HOSE BIRD(HO) These Plans have I,.by able lodes b and revie tl A etlher O N O N O '�- FIB W/ HOW BIDS WITH 5141i OFF 5 Issue Atli nc r Autho atio th s J O U"� SOV The ePPlioable City ag ctli A Permit Pen nl J IA -f- FUEL OAm OUTLET(F'b) a issuance or g � m PProval of ih granting o Permit ar ese Plans shall ermrt billed - 3 W aPProve eny v olati De construe n L LOOSE KEY VALVE(KEY)auihorlt r ortlinance. 1 the Ebb �Y��fpop��v��i�o�late or cancel y P esumetlPPoica e � J O --0 MUTER STUB OUT FOR FOR ICE MMQIR . P visions of sup e W L 3 N v E H m �� N NOTES: �I 1. MBGIAlAGA.y&MLAnON Pon TOILET C4t.•PAVRT12N1S AND 0 BATHROOMS SHALL BE OAFABLE OF FRDVIDIN6 S AIR CFIANSES PER HOUR G.B.G.1203.3. M 2. FRADVIDE LISTED NON-RE OVADLE TYPE SACK FLOW W PREVENTION DMG!AT ALL HOSE 9I0B6. G.P.G.603.4.1. O S. SHOWERS AND TUD-SHOM W C<*,WKArOVS SHALL BE ED PROVID PV INDIVIDUAL CONTROL VALVES OF TW PRESSURE Iss- ]EALAW-Z OR M THERMOSTATG MIXING Q VALVE TYPE,G P.G.420. 4. GAT S AS 6 WIRING o W Lo SECOND FLOOR UTILITY PLAN S. ARC F V LT MPR INTERRUPTERS ARE TO BE 0 USED AT ALL eeoRooHl REGEFTAl.IrS z ■ .■■ —j J W r • I -1" t 4' u9 O W I /I U LA-W TO PAMLY / I I )POOP", 44 41 ]9m— 'ILY �r I I ]� —j ftLrmll i/ ��lG_l I I / KIDI I I `l�l \l / I I/ Q�L�I�I \I G 4 4 4 4 4 4 4 Q 4 4 4 �5 _,-0, p r�•cu j�" dt 44� '� c'" yQ� 01 cue k i• M M 'i �Y' F 'i HOIIrY 15LAND KITO-EN SCALE,&WeENHANCED KITCHEN SCALE. V-0, <j< <qqq<jil NOTE: CABINET ELEVATIONS ARE SCHEMATIC ONLY - SEE SHOP DRAWINOS BY CABINET MFS. u � �� r1 4a� �y.q ii ii 11 L- -1 2" r NOTED j i j . � d' MOUNT ALL SHOWERfr{4 N HEAS AT W?8" HT. r ----- - ABOVE TUB/SHOER PAN. (DRAIN INLET) _ ~ Q -- / 1-2- 1 — t" 4�� 4Iv ry� F�g� -- ry��H .l4el /�' t!_ MASTER BATH BATH 2 BATH 3 OPT. BATH 4 LAUNVW LINEN N �. Q U z cn O Z s a B A B A M'a � a z < -- -- -- -- ZW z ram,' 9 .d I g U JZ(LZ~ � D.4 ,gyp Pa Ib --- m i4 � Hw' a APPROVED W r p Ib 41 —————— �0 FOR PERMIT IS L Ln N Q D.4 —————— SCOTT FAZEKAS 8 ASSOCINC. O O "Q N 9 J UM WWW -- DO E awed to ad • co 0 n �p --7 Ih••e plans Mw been rev;;iUuiltlin A horiz•tlon 1• F•34 —44 h:nleY able nna codes lea nc•o m• ►y "'wl, 20 ePMovI try•g epplieat,lr::i,y apmPise P rmlt P•ntllnp 5 Z O M -- t Deeetl on L_ D" Issuanc 4 20 approval of throe yla:.tn, g, not a onstrued to T � JO The a pak.: , W i 31n D.4 7 D.4 Permlt or approve any ioleation t applicable � O S N n7 .onas or tllnance. n•oco rmit "Vis o0 r�rlty to col,r,or n., the p ru led of 9i V�, r 00 G. 0 TYP. m D. p LU bills. L L Issas —' 31 SECOND FLOOR FIRST FLOOR X o 5 W co 41C SCALE,3/D'•I'-0• OCAL&3ro'•1'-0• LU 5WTION B SECTION A x -j SCALE,3/D••1'-0• Sc"Nm.3ro'•1'-0• m V tp LU M 0 SECTION NOTES wneroz p11 I CI.PASA BOARD.SEE ELEVATION. �',�S�CT ae�TyO.�9• 2.OAA"BOARD.SEE ELEVATION. G y, W 9.E)(POSED RArTER TMLS. 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. w0 S.ROOF SHMATHIN6. i 6.DEa16tW WOOD ROOF T161D6E3. L)b0 O 1.HEEL STAND TRUDGES. aaaa 7 O� V 0.611410ER Tmil". 4.2X ROOF RAFTERS. 10.2X ROOF JOINS. 11 .2X CEILING JOFSTS. 12.RASE BOARDAWM A . I"FLASH BEAM. 14.DROPPED BEAM. I S.HEADER (a 16.IX OVER 2X TOP PLATE AT NON-BEARING WALL I T.DOUBLE 2X TOP PLATE AT EXTERIOR 4 BEARINS WALLS. I S.2X FLOOR JOISTS. g I t.PROW'm PLOOt T1aneES. aaaa aaaaaaa •FR7q]I 20.FLOOR SHEATKN6. 21 .6J.FLASH! 1140OF WL?TO AL 2 2.6.1.'ll.NS AND SADDLE/CRICKET. 29.EXPOSED BEAM. q 24.2X SOLE PLATE. eZ 2S.2x P.TDl.SILL PLATE. 26.2X4 STUDS. 21.2X4 CRIPPLES. 26.2X COLIN6 rURI[IN6. 2 4 12 24.2X BLOCKING. 0. S I� . S S !1 row WALL SE!FLAN FOR HEIGHT. C 52.BAL100N PAtAMeD WALu.SEE STRUCTUlM-FRAMING PLANS, aaaa a a a a a a a STRUGTUtAL CALCULATIONS AND 6EIE7AAL NOTES. ` » (D)2X STAIR OYMNSI RS. 14.R.YWI' D TREADS AND RISERS. SS.VOIDER,STAIR FWAMING YV PLYWOOD TREADS. 36.RIP 2X DECK JOISTS FOR 1/4'FOR,FOOT SLOPE. TOP PLT. TOP PLT, TOP'PLT. T�PLT. S1.E.ASTOMERIC DECKING OVOC PLYADOD R.SUBIsLOO INSTALLED TO MANUFACTURER'S SPECIFIGATIONG. 36.2X •NAIL SPACED•OBWON06. ,aT S4.COWAM FLOOR SLAB. 40,96'HN6H GUAR XtAIL PER GAG.504. TYr• 41.S4'-9S'N DR AH HANDRAIL ABOVE re NOSING PER GDG.I009A.D.6. SUPER BONUS/OPT. 21 42.FIEERBATr INKLATION-SEE E'ERGY C MPLIANCE SHEET. o BEDROOM 2 BEDROOM 3 LAU BDRM. 5/6 It BA. 4/ o o MASTER OPTIONAL 49.2 L.,Eas W*"TYPE'X'6Yr.BD.FIRE SEPARATION AT CEILING. BONUS/BDRM. 5 rels. 42 BEDROOM BDRM. l 44,FIRE SEPARATION BETYQN HOUSE A OARAOE TO BE AT OPr. S2 SM'TYPE•X'6Yr.BD.W/"COOLER,NAILS AT T•O.G. 45.FIRE SEPARATION BCTWCEN 2ND.FAR.A GAR CLG.AND PIN.Fuc ~ ______--___ =14=___= WALLS SUPPORTING END MR.,S DE S✓S'TYPE'X•GYP.W. PIN.PLR PIN.PLR �Y 46.SM'TYPE PA&6 C UI'ACR STAIRS AT ENCLOSED,LISMAOLE d TOP PLT. TOP PLT. TOP MT. � 41.S/S 6YPSUM� WALL BOARD LD NAILS AT T O.G. rd 40.V2'GYPSUM WALL BOARD 4S 4S 11 46 M. 44.CXTEVOR FINISH,RCR'R TO ELEVATIONS. o SO.EXTBlIOR SOFFIT(S@ EEVATONU. F S 1 .SHELF,1/2'GYP.BOARD OVER 9M•PLYWOOD. NOOK KITCHEN DI NG GARAGE 7 Ll BEDROOM 4 BA. 3 LIVING ATTIC F.A.U. NOTES " anwwz 1. r AOLAC.0 SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN A RRRED SPADE. 25 AA FIN.rm TAG. FIN.FLR FIN.PLR 2. "IMACE SHALL BE LISTED POK USE ON C4OHBt1STIBLE PLOORIN6. S. ATTIC OPEWNG AND PAGG^dW!K^Y SHALL BE LAR EN GE OUGH F RE MOVAL EMOVAL Or PURNACE. 4. PROVIDE MIWMIM 24•WIDC SOLID CONTIN OM FLOOR FOR z PASSAGEYIAY. O S. PURNAGC SHALL BE NOT MORE THAN 20 FT.PROM ATTIC g " OPENING. SECTION D SECT 10 N g FRD�a or swiIOJfTED LLCVEL"o."SPACZ OF�• <90 MIN s IN FRONT Q EOIIPh�lT. I� q scALE:V1"-1•-0^ sCALE.1/11 r-o• f VENT'T71R,OU6H ROOF A MIN OF S FT.ABOVE THE W6FlST VENT U V O DOLLAR WHICH IT SERVES. 6 1 1 V 6. ruO/AGE INSTALLATION CLEARANCES.SHALL MEET ALL LISTED Z Z a7 g p 12 M. 4. RAISE PLATFORM ANDP UFFI A66AGCWAY FLOOR SCIENTLY SO INSULATION BENEATH WILL NOT BE COMPRESSED. a a 6 GENERAL SECTION NOTES I. I@LR TO STT4UCTUR41-EN61N HEIRS DRAY111,166,OCrAILS AND O NOTES FOR INFORMATION NOT SHOM HERE. 2. REFER TO TRUSS DRAWINGS FOR INFORMATION HOT SHIOY'f'1 TOP PLT. r Tl. T . TOP PLT HERE. S. SECTk"REFLECT M•A'ELEVATION U.N.O. Ty". 4. ROOF SLOFKS)AHD 0VERHMI6(SI MAY VARY PER ELEVATION. REPM To THE Moor NOTES^NO RISE. T 9M•• ELEVATION FOR MORE INr'OItl."TioK PLANS AT EACH O SUPER BONUS/OPT. BDRM. 5/6 t BA. 4/ o o M BATH HALL 2 MASTER M BATH CLOSET BEDROOM 2 � ' N Uj BONUS/BDRM. 5 BEDROOM ' �w■`` 21 FOR PERMITOSSUANCE W ~N O PIN.PLR Fl. Fl. SCOTT FAZEKAS&ASSOCIAT ,1 C. N m N TOP PLT. (YyI(yp TO PLR. O Q LO �UJlCX�xC.UUJ) T.P. T.P. TOP PLr BY DATE J T These plena have been reviewed fora er nce,o the J + -1 LAIw applicable podes and ordinance. A ih Izpend is Q hereby granted,o Issue a building r ,pending 34 42 4G 14 IS approval by ell applicable City agencies. ly O Y 9 -1<v 0 Th. I...nce or fir of a of a based on M approval of these plans shall not b e s,rued to ..■ L J SS T En perm',or approve any violetlon of he applicable ■lii O J ■ T codes or ordinance. No permit pre u d to give OO !#1 FAMILY HALL I >• GARAGE w ' BEDROOM 4 FAMILY NOOK KITCHEN au,horlty v'olate or cancel the pro 1.1 s of such ` ■`r O codes shall be valid. r O ■ M. 9r1 G PINT rLR TAG. Ft. FIN �M W O Ieos Uj SECTION C SECTION A � ®�� W � SCALE:1/1'•1'-0' SCALE.V1'•Y-O \ V x N W z co LU R U m O ELEVATION/ROOF NOTES 1. 296 F,aCOIA,SEE OETAIL ] 2. 2X6 DAR!'P ON DOTAL. S. x E E B�WLAi TALE TO BE EWALY i P.AtAM e 011141 TO 400111 INATE W t TM TPM"046*40 p IatOOF AT T1 7'12 4. IXTLRIOR PLASTER OVER PARER BACKED WIRE MESH. N D.I D.I T S. EXTEIt10R PLASTER SOFFIT,O/EW METAL LA TH------- ATH ?� d• UK O r____-_r ____• 1�� 1't `�I t 6. (1)GOAT STUCCO SYSTW IGD.O.0 XXXXXXX aaaa 9 r( T� 1. CXTMIOR SIDIN dt 6.SR CXT10R PIWSHES NOTES. r �----- ----- �7- �--- + i 1 6. exT'Bt1GR GRADE PLYWOOD Wei I TON6m-AIO-0ROOVC SOFFIT. 10. OVCC EXTtIOK bADE YV4000 O MA .BOARD. O R PL R A l t I 6 11. eXPoew WOOD GORIER TIVM,SEE EXr.FINIBH NOTED. GNMi AT I S 3D .'I P. 12. EX7L O$t GRAOE PLYWOOD Of t M.O.O.DOA . I r- 0".rri 2 13. WOOD LATTICE O/EWOSW PLYWOOD OR M.DO.BOARD. Q I 1 -11 14. PORN TRIM,SEE ELEVATION FOR SIZE. I �y� t TIT. a' 444 4444444 14 M I 21 A D.I 2• 14 16 EXPOSED WOOD TRIM,BEE ELEVATION FOR SIZE. O _\ Ta3 16, BUILT4,►'GURVED'RYWOOD TR)M OR MAA.BOARD. 1 © RIDGE ® I ROOF LINE TOP MT. _ __ _ _; _ __ _ k ( _ TOP PLT. :y, PIPIXW S F SEE B SEE ETA ELEVATION FOR SIZE. I / OSIED RI BUILDING T 21 \ _ 20. CONTINUOUS G: EXTERIOR FLASTLRTM bGt2M,OW DETAIL. I LINE U IS'XS6' 21. "1-FLAS"i ROOF TO WA.1. 74 I I � ��� // 22 22 B iii ,'• L. 7 IT �' 4• ^ IY T 'p 23. APPROVED 6_TW"NA�D VVSP AFJtMTMt PROM (tQ 4 I 1 • \ • 24. FMA60NtY VENOM MAMPAO1UlER l D.I 6 \ 25. TMIN-DET MASOPRY vE4BOt. T'YP. _ •1 -- A 26.SYNTETIG STOP!VENOM I.GDO.• XXXXX I T I __ _ _______ ____ 2'1. 6MAPW FOAM G PPt@CL,$EE DETAL. I 3 I 1 7C4• 14 ® - - - - - - - - - - - - - - - - - - - - - - FIN. 20. SMAPBD WOOD OORSBL.SEE OOTAL.. KKK L a a a ____L•3 I J .I I tl t� _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ TOP RT. 30. Waiii WOOD BEAM YUTN SNIPED ENDS. \\ O _ 31 MAMJPA47VRED GOLUFN. PPU!rA6T GOMPIOlC7T/TRIM.OW DETAIL Ifi I PALM TILE! •j I Q 6 S I! �RAUNO,SEE OETA^ �TE SEE CLN.FOR LOCATN.O 34' I I < 1 S 27 S 3S. WOOD RAILING,SEE DETAIL. 36' ODCOfli METAL,SEE DCrAL. µUS 6. D.1 ' 3T. LOGAT'� D�EPrWM'?O O FINE ELEVATION OOPION!". SS. 0.1.SGRRNED a LOVVWi'6AXE END VENT', SEE ELEVATION FOR VOW SIZE AND LOCATION(SW REO'D. AREA-3 Q a , W i S ATTIC VENTILATION CM-CT FOt MORE INFORMATON). r--- ----� ----------- 3'1. 0.1.SGRRTED'ROOF'AIR VENT.(SEE WZMIR®Ai - ----- VENTILATION CHART FOR MORE INFORMATTOt0. -F_•ye ___ __ ___ ___I 'i PI PL.R R ____ _ _ _ _ _ _ _ _ TA.G. 40. DOC 1111 E MA i VENT/Lt7UVEtW BOARD.SEE M. 41. 6�VG,VTTeR AND 31DOYNSPOVPD,LAYOUT TO EE FIELD �tl D 16 'Lap. 42. 0.1 OIVIMTC! sd 43. LIAMIBD ADORERS SIGN AREA-2 44. LINE OF INTOVOR C!ILING OR INTMIUCK WALL. aFTI• 45. MDt:MANIGAL TID Ai PAlL,GOFUtOS1ON RESISTANTVI5i LOCATION. , t~1 46. 0141E21 FOR COLOR GOAT C IWkHi FRONT ELEVATION 3-A EXTERIOR FINISHES SQ/ 1`I S�"� lrcALe u4•-I•-0• Al EXPOSED PLYWOOD TO BE EXTMOR 61"1 ROOF PLAN 3-,4 � ALL GCROSGD WOOD TRIM,PLYWOOD,SFUTTERS,POST^tO CORBELS T'O EE Its.UILO. • eCALE vs••I'-0' RAID. ROOF PLAN NOTES RAID. • INDIGATLS 'h 12 SLOPE UILG63 NOTED O'TTCtWISE ] H QQQ U ON PLAN. F DETAIL A TYPICAL ROOFING TO BE GONG.'S''iLE M Q 1 bzo 1FOAM AIL N.T.S.A 'EAGLE ROOF i IZ.B.O.•ER 4"0 OR APPROVED OWAL TYPICAL ROOF OVEti Ar RAKE CONDITION TO Be 12' ��� d g V UNLESS S Ni O HOW"Se ON ROOF FLAK m w rrFIGA.ROOF OVEFi AT EAVO CONDITION TO DE 12' Z UNLESS NOW OTF M"M ON ROOF Isi REQUIRED ATTIC VENTILATION TIE A"G VwmL-^, CN C6ALNUILATt7ND PER G.D.G.SECTION 15 13 AS FOL10Yr. (A)Arne MICA(t66UAM (b)Vi(AI W 300 Ai MLTPL.Y BY 144 TO GALCUL^TO THE TOTAL 11411 Pi Ti REFER TO BAS I G PLAN FOR Wr A Kr M T�� MV BOTH Hili AND LCft NOTES, DIMENSIONS, AND 4E•ARC.JDIVIPW er 150 6N6H AO L.OW VaRri Nor PawlRm) (W TOTAL S6UAtE Ii OF NET FREE VENT1LAflIN AREA POA"VW yi INFORMATION NOT SHOWN AM Oi„�Ml -O IX K °F nFl HERE (D)TOTAL Salui IW.+M OF NET FREE VOmLATIN6 AEA PROVIDED O BY R40P AR VERYS.MS SSE.IN O'Mi Ate^MIN.EACH VENT) O •MINI VCN7 0.1-OW VENT ,o p i rarA.OGWW E INCi!'D a'NET PRQ VCfTILAM&AM*WIR19/611117 BY LNCM CAME VENT BLACKS.(12 SSL IN.OF PRW%AIM O eVEi9E�LbF>nZ6KT3AlA(rb ES INC. (F)TOTAL SAWW MCHOS OF NET MM VOITLATTNG ARIA PROVIDED N 01 N BY DAT ItT These plans have bean revlewetl Tor, h ence to the O O 0 U P1 aS. pplicable cod and ordinance, ut rizatlon is hereby grantetl to issue a b pending er 1f pend J m V!n a 9 p A D G eeorlr�es. w w^ '3A" AtlCA Venrlaa `m'tTa a proval�of these q mor m based on 3 =Z O be.PT)(tV 66 tU ns c netr Joe to �! In Qv Q h eppllceble J Alt!'A•-1 2oss .,. ,a"""„ w:]•"' "°" 'R°orm M »rc u d ro groe W L NV) �6w ARiiii 123 t 16 WA c IrAhall be valid. I4I of s of such = O� Sia .,..I. m N NtlA•-0* 00 70 67 WA WA Ile- I.NET FREE VENTING,AREA PROVIDED BY EACH VENT IS RAGED ON A63UNED VOLT SIZE AND FREE AREAS.Iii VERIFY THAT THE Q MINIMUM'RFAIIR®VENTING,'AS LISTED ABOVE IS PROVIDED FREE VENTING FOR INDIVIDUAL VENT!IS DIPPIRINT THAN ABOVE. 2.ALL VENT OFOUNG,S SMALL Be WNW!m VV 1/4'CORROSION RESISTANT METAL McSN.(IF MCS0 IS LESS TIVW 1/4'TEEN THE NEr PRE!VENTING AREA OF VENT MUST DE INGREAtW TO A LON O POW 1111100i AR FLOW) ` S.rRAtE1t SMALL EE R R EBPOtWoLl!POR COORDINATING W/TMJSD r MFR.TO A600WODATE ALL Arun VENTS 4.ALL VENTS SHALL EE INOTA LIOP 60 AS TO MAKE THW Q WIEATiIR-PROOF AND WALL MOUNTGD LOUVERS SHALL BE SEALIM AND PLASHW WITH'MOISTOP'IN r C SAt!MANNER PWIC441IDED FOR WINDOIN INSTALLAT10N6. 9 Y/ S.PROVIDE APPROVED INMA.ATON DA46(6ArPI M V#MM VEW BLOT o Lew BETVMN ROOF FKA"i m saw 6Y M MD!!R6 7O PRENBNT VOWHOLES O _ ■ W 6.LOCATE IIINI VIONT•ITIS MI1NINI M W-W V151i DISTANCE ABOVE RAVE 41W A 2 0 l T.PROVIDE ACC AT AND VENTILATION FROM IF11.0 RNIA PON!" AREA.b m U TO SWE^r,R ATTIC TRACE*.RSD[7O 37RlfTUA6 171tA1'YNa6 FOR D . FOR sw.Tww PO4!TRATIQIS. O p 6 � ^ O nF 14'X24' a a a a 7 OX C> M 2 14 p. rX4 F1 __ _ Tyle _ 14 1 4•PIA. 1/2 MO. TOP PLY. I TOP RT. ease aaaaaaa TbP RT. TOP RT. L- I II Ilt /*i D 4 Ir ` 21 ' �1 QMANf'm I III II r 11 II I \ I I ` T 6LVA110N—� III II II III T I � III I r III I Ir tII I 11 J YOY1.AT OPT. PIN.FLR _ \\ FIN.RR FIN.PLIt. - .T - - - - - - - - - - - - - - - - - - -� - - - _ - - _ - FIN.PLIC a a a a a a a a a a a "Op RT. s TOP RT. TOP RT. - RT. 6 IF IF 11 Ir ( f••-� 4 I 4 X II II h y IF[ J--� F D II I II D9 II II II II i 4 T � d AT II I II yl � tl II r r 14 yy,, II�Tyl I N II II II II II T cgp P U II II 240• •tl rx4• L q TY►. III III II II � I' d II II� II II II � � � ' FlN.PLR. 12 !4 D.4 w V REAR 3-A LEFT 3-A SCALD I/4"•I'p" SGAI21/4••I'-O' p �1 � z W g d' WX24' Be TyF Z= 14 J>r �ac`T e°� o � T a X4' W o -- --- Q-W 14 24•X4D• � I I D - - - - - - - -4 M ~- n 1n law. I .7 TOP RT. - _ - - - - - - - - - - _ _ el.. TOP RT. 24•X40' I I 31 ID IT 14 I M. 2X4 H D - D3 31M. I'X4• O •T.r � •pp TMP' I O 2X104/ r• ________________ 2l P_______-___- 0 Gory - -��'- - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN.FLR _ _ - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - -- - - - - - FIN.PLR wY,+ r7 TOP RT. - - - - - - - - - - - - - - - - - - - - - - - - - - TOP R FOR I O T. APPROVED W ~p - - - - - - - - - - - - - - - - - - - - PERMIT SSUA CE N N a SCOTi FAZEKAS&ASSOC T ,INC. O ¢vi J UM 0 II II II II II 4 !-� These P D a J = m w n a Thee lens have been rordinan e d erence to the O II � I II II II tl I y N applicable cotles and ordinance A horizetion is w�� FM I II II II II II i y N I T hereby granted to issue a buildi p rmit pentling r O M II II N h II II T p approval by all applicable City agenci =Z �'/ P d 4 II II II h e' 2-O• M. The Issuance or granting of a er It based on W �Q� O II II II O approval of rheas plans shall no be cc truetl to �w 3 V) II N II y II II 8 Dermit or love any violation f t e eppicab!e = `v O co II II II N II II II! N N II codes or ordinance. No permit es mad to give `` 00 N -All III 1=A II authority to violate or cancel the ov Ions of ouch r 0 , PIN.1I codes Shen be valid. M 0 W `0 PARTIAL REAR 3-A RIGHT 3-A 0 5—E 1/4".I'-e" W AT ENHANCED ELEVATIONat a= ®s =x= N ■ W to o0 co Uj toV fL O i �\SEOT w O QQQQ �J,6� �e V * SP ---___ t-------I a i -----------------------7 I iil I QQQQ QQQQQQ F �.-------------------------- I _ - - - ---- I I NOOK ` � II I \\ C410 r II BEDROOM 2 j II \�\ M BATH ii // ii FAMILY ' MASTER ; 1 - 1 BEDROVME. ] 0:0 00 KITCHEN +---��------ I --- �I I / I I / HALL 2 I ------ --------, I Ill ---� HALL I BEDROOM 3 I a DINING--------------------/ I LAUNDRY � - ENTRY GARAGE I �iI IIIII- III1I1I1II M(QLSUPER BONUS/OPT BDRM. 5/6 t BA. I SHP I BONUS/BDRM. 5 O oazar I I lit I I I ts. �,.. t•.. � � I I o •- --------a-- ————— I o ca �o . I \ I / --------------- APPROVED FOR ER �r ,�pOj Cq u7 P ISSU N a pg \\ I // • I I SCOTT FAZEKAS&ASSO 31A ES,INC. O O U PI BY ATE . m w Imo. I� I „ These plane have been reviewed = A, Fr ? _____________ herence to th ` w J O M § —— _I_I applicable codes and ordinanc . uthorizatlon i S w / 'Y O hereby granted to Issue a build U aDWovW by aN applicable City agen i 9 ermit pending � �av O Y GARAGE 2 i I The Issuance or granting of s pe mlt based on T� O M O-11approval of These plans shall n b construed to i O J M/ permit or approve any violation of he applicanle codes or ortllnencs. No permit re Mad to give I-eas O authority to violate or C0 P UB ro WON O/such I codes she,be Baudqw 14'-4' 11'-0' RC!'GR TO DAt311C.rLHt1 rOR 7'-0• T-0' 4'-0' �'-0' 161-W "' NOT!!,0Im1 om,AMP Ili•OIWATON NOT SNOY'q Q low ?I'-4• 4'-0' How 111-4• O W y SECOND FLOOR ADDENDUM B FIRST FLOOR ADDENDUM B m SCALE:IH•-r-O SCALE:I/Y-P-O• ELEVATION/ROOF NOTES I. 2x6 PASCIA,S@ DeTA1L 2. 2x6 BAR*--SM DGTAIL moi M.M. S. x RAPOSM ItAFTE1t TAILS WSHAPED LIDS,SIM DC7AL. E� Bi1/1NCm 10'-0' NOTE,ALL RAFTER TALS TO M EOUALY SPAGCD.FRAMER eLNATION I 12 TO COORDINATE WTII T1V)S6!lISr11Q'R N D.I D.I t- -� -- -Y 4. EXTERIOR PL"i OVER P"M DAii rgRE MOON. Z r------t ----• s. eXTeRIoR R.ASTm SOFFIT.O/EFFANOm METAL LATH. yJ 60 6. (1)GOAT STUCCO SYSTEM I.GD.O.S XXXXXXX aaaa 7 O U 1 X ,. exTEae OWNS,See exTflelae FIw3[i3 NOTES. 1 al. NOLC-AW-6RCOVE SOFFIT. 30FF1T. 10•X11' Rl I ♦ I � I 4 � T7 10. SPA AP x VERTICAL WOOD TRIM AT Xx•OG.OVM j /-GMMIY AT �< I EXTERIOR GRADE PLYWOOD OR MDO.DOA.P. �[ I I. EXPOS®WOOD GOR1l7t TRIM,SEC CXT.FINISH NOTES. OrT,rr. I 14 Vi r� I 12. EXTERIC 6RADe PLYWOOD OR M.D.O.BOARD. Is. WOOD LATTICE 0/da-OSm PLYWOOD OR M.DO.BOARD. A TMP' - - - - - 14. FOAM TRIM SM ELEVATION.FOR SIM. k v A 1 1. '(yJ © ® I 14 TtD Tte• 14 16. OUIE LLT•�•GURVED•PLYYIOOD TRIM OR M.DO.DOAKO. aaaa a a a a a a a •"r ROOF L11! TOP PLT. [I TOP PLT. ppp � D R1Dse Q � - - - -- - - - - IT. rI�D SM/T7eRb.SEE aeVATON FOR Size. I 1 16• POTbHMJ',SQ DETAIL. I I Q• PROVIDE O.I.PLASINN3 AT ALL EXPOSED WOOD TRIM. 1 LINE NS T f < 20. C,4 T"N)0"t*O.I.EXTERIOR EE FLASTM SCAMP,S PeTAIL. I 1 ) 6 21. 0.1.PLAOwN!ROOF TO WALL. 1 IT • /' IT 7, = 22.01.PL.ASHIN6 AID SADDLE/01tIGICET. 2S. AP?VtOVW TM4 A NATION -TUR CAP W/SPAPK ARRESTGR FROM FIREFLACE•7 21 S J1 24. MASONtY VBm! D.I 23. THIN-11i MASONRY vemem - ---------- ---- 26• SYNTHETIC NE STO " 1lGR I.GDO.S xxxXX S--- __ AIL- r ! T ___ _ _ _ _ _ _ _ _ __- -- _ _ FIN 26. SMAPED WOOD COR ,SIM DETAIL. aaaa a a a a a a a i I T 1 DJ ' I lil TOP 1 24. x WOOD INOSTCS). TT'I'• Q i i C - 43 30. EXPOSED WOOD OEAM wTH SFMreD ENDS. I 31• tl~AGTIII®COIJ.IW 14 32. PJVA6T COMPONENT/TRIM,SCE DETAIL peGORATTVE FALSE TILE VL•NTS�Cc ELEV.FOIL LOC ATI 34. METAL RAJLIIM,SCE DETAIL. IT F S 3S. WOOD KAILINS,SIM DETAIL. IS•XS4• Z 1 2"1 w s6, DECORATIVE METAL-SS DETAIL. 14 a," LOCATION� DLTTTMtA OAF Plw�AnOPGN N•. a 1 �8p( so. 0.1.SGRCe1®•LOVV�D•6ADLE END v[Nr AREA-3 1 JJ 8 Q j U See eLeVATWN FOR VQIT Size AND LOCATION.(SR REO77. 1 7 IZ I fl U rx4• 14 2' ' \\ W h ATTIC,vC1InLATigi GNART FOIL MORE INFORMAnOW. h Sq. 0.1.SCREENED'ROOF'AIR VENT.(SM R5=lftED ATTIC a• TSD TO.G. VENTILATION CHART FOR MORE 1n oR1aATIorU. ` ur _____ _______J 1 Fit PLR _ _---__ _ _ _ _ - - _ _ - _ ------- - 40. DECORATNe(rALSU VG11T/LOWERED DOAJtD,}!Q' •y S I `. i T•!P ELGVATIGN FOR SIZE AND LOrAnoK D.I 1 Ric-or 1 I 12 41.6P6 7eR AND 00"apOVT3,LAYOVT TO De FIELD ,tldtl I 1 t 42.6.1.DIVMTER d 49. Lloi ADDRe36 SION. 1 ~ 1 1 44. LINO OF INTERIOR CeILIHS OR INTERIOR WALL. 1 ARgA-� 4S. MEl.HANIGAL TUD AGGE33 PANEL CORROSION RESISTANT, cyi L_�7____E7____F�_+I VERIFY LOGATION. O 46. 0.1.11061 FOR COLOR COAT CHANGE. F FRONT ELEVATION 3-$ EXTERIOR FINISHES }^ems ALL C)CsOOGD PLYWOOD RADGA" TO BC EXTERIOR 6 Orl ROOF 1 L 3- A eFF WO OD OOD TRIM,M-YY40001 SHIJI'Ieltl,POSTIAD GORDQ.9 I'O De ftESA,Yl1.U.KO. aCALE/111- O' S� /1 ROOF PLAN NOTES m o ,ildhiliti. INDICATES St 12 SLOPE U14-EM NOIED OTHIS"Se ON PLAK F TYPICAL ROOFING TO Be G01K.'S'TILE M F 8 �j r[pQ7.r1; •EAGLE ROOF nLE• IZDO.S et 4660 OR APPROVED S MIAL 1a TYPICAL ROOF OVERMANS AT RAKE CONDITION TO Oe 12' (y UI4.b6 NOTED O"121"Se ON ROOF PLAK o TYPICAL ROOF OVER)-~AT EAVE CONDITION TO BE 12' O t- UNLMS NOTED OTM%KW ON ROOF PLAN. REQUIRED ATTIC VENTILATION Q_Ea �A AS CLLI VENTILATION GALGJLATONS Pam!GD.G.3EGT01'l 13OS9 M POI.LOMtl. qJ (A ATTIC AREA(60NARe P'RT). IJ M DMDE(N FJY WO,tlO MULTIFLY BY 144 TO GAL.GLATE THE TOTAL REFER TO SHEET 3.10 FOR PM=VT 2 T'�,Cr THE NET W I�INCHES.WON,oTOTAL NOTES, DIMENSIONS, AND _E•MM^DIVIDm BY 150 t111311 AID LOW V MM HOT RD6t/1Rm) rC)TOTAL SWAM WHES OF NCr PRQ VSMLATIN3 AREA MO PSO DY 6AMZ RD ATTIC V WTS.(SQ BdOW FOR KK SM IN OF F�1i INFORMATION NOT SHOWN MUM MQA FOR EACII VINT) ® .*ABLE END VENT HERE M)TDTAL SmAim immm Or NET raise vENnLArma AREA rROVl17m O DY moor AR VMTS.NIS 66.IN.OF PRL'E MEA"K BAC 4 VEND O MO•wdw Vem 9 BLOW Veer 'w O (W TOTAL INC+M OF NET rREG Vt*MLATNO AREA PIRWADEP Cn ca BY IIIDBt eAVE VINT DLOi(12 Si rl 4) -to 1-1fr/TOTAL SORYIE J INGIl6 or NET FREE VBYTILA AT S.I C. O E V)m Ioa� BY DATEJ TO P�U a'• These plans have been reviewed for at her nce to the 2 m ^ ■ th Izatlon Is tit PLAN AA 5 sMUM r- he by gr ed to a a ALg ernt pending //���`/, w Wit '36' AQA VGX IM p OGx Z 0 M na R)!N.Eu as to it based on V)Q O 2041 w ,sea WA iheMMr TOWN no c atruetl to V1 . e ppllcabla T �MM/� MEA-2S 313 300� WA „co 19Apr ordina nc , •gyp grJ{t pre m d to give i � .2 W Wow of such S� 0 N AREA,SS TO 67 WA c JWApall be valid. ,14 s.l. 44 NOTES, 1.NET rim V!hmt4&MICA PROVIDED BY MACS/VISIT IS BASED ON ASIYA4w vow SIZE AND FRM AReA3.P1CLD VEMI Y THAT Tm Q MSUMUM'R15ml ®VMrN6•AS LISTED ABOVE IS PROVIOM ENTI rmm VENTING it INDIVIOUAL VENTS IS DIPPEROW THAN ABON! 2.ALL VENT OFININSS SHALL Be COVERED W 1/4•CORROSION W RESISTANT METAL NED14.(IF MESH 16 LESS THAN V41 THEN THE NOT FREE VEIITIN6 AREA OF VENT MUST M INGRIASED TO ALLOW FOR ItmUCtfl AR ROW.) O S.PRAM SHALL m IteSPG11610 1.e FOR COORDINATING WTRUSS r M MIO PR TO AGGO ' DATE ALL ATTIC,VENTS 4.ALL VENTS SMALL BE INOTALLM SO AS TO MAKE THEM Q WHEATHER-PROOP AND WALL MOUNTED LOUVERS ORA"BE AND PLASM PUTH 140I9TOP•IN THE SA•!MANNER PRtlGRIDm $zo uj FOR AINDOW INSTALLATIONS. ® ca S.FRO RO`ADE APPVm diULAnON DM AO a&-PM 61 VOe VC(T BLOCKS U Y/ FROM SMtmo SLOGKED DY RMULATION1'a•1SE1t3 M PREVENT VOW HOLES 6.LOCATE Hi V1547I1*MINI S'-0'VERTG/1L DISTANCE z to ■ W ABOVE SAVE VENTS. o ,.PROVIDE ACC M AND VENTILATION MOM CAUPOIOUA PfaA/4FJ7 ARCM 2m u M W TO ADJACOIT ATTIC SPA4,126.ItErM TO STI LICTUAL WRAw1463 root ^ M FOR UIEhTItN6 FCIntATI42N3. Si 1ST T O 2 Z6 t0-O• w j U f^pp57 aaaa yU�b�# SP�O4 U l'1 t_____________ Q Wis. TOP PLT. I TOP PLT. TOP PLT. TOP FIT. aaaa aaaaaaa l I• FIN. FIN.RR - FF 1 O A EllX 'MWATION� 12 O all F V.IN PL FIN.FLR PLR — — — —— — —— —— — — — — — — — — — — — — {1Q- - - — — — OlA aaaa aaaaaaa1 TOP PLT. TOP PLT. TOP PLT. I -- — — — _ —— —— — — s F 1 I R ryl e r T - T µ� IIORII I II p II II II r r31 - J4 d 11 I II II j1 II II _ _ d II II % TVPLLLLI . ; i d d l 4 II Z II I I II M 11 dl p % ! II II II III q pIl _ - III ILJ III �JI III W Ld11L - - -- FINyRR FIN.PLR - - - - - - - - - -- - — - - — - - - - - - II —F IIL—= - - - - - -- - TO.G. C! F. FIN.FLR. ___ ——— — �!_— IZ m z w V REAR 3-8 LEFT 3-B � I� A Q `q yLJ e++ Ce N U 02 Qpa: " u ------t l� /•� J WW 74•x4D• T I� D.T 14]Xa TOP FLT. - - — — — — — TOP M.T. ; O I � 74'X4a' I ID I� IT 14 .7 14 .J O 7 O ------------------QI —61—_-------_— i I O IO I O � O 14 AFrr _ PIN.PLR — — - - --- - - - - - - -- - - -- - - - - -- - - - - - - - - — F RKAF6 CV Wq ww`` a —— — — \— — — —— — — — — — — — — — — —— — — — TOP PLT. — — — — — — — — — — — — — _ _ — — — _ — — — — — — — SCOTT FAZEKAS A C ATES,INC W ~O W PIN.FLR TOP FLT. S O BY 0i6Uj N ^Q� Q These plans have been rev w Otor atlherenc hO O j U M ^ N ePPllcable Cotlea antl Y r It °r Ina ca. Authorize I� Iit IaPPro el brented to asue a bu tling Permit °n la m✓I I The Issuance aP r cable City a iea. P ntl these lane par°IIt bee V/ Perrot or approve oenntin0 of of be constru ¢0 0 Y vlo }i d J P s I I n Z Permit or ordinance. No °t the nppll eb d d I h II II d I h II M. M. r authority to violate or cane p presumed to Ol ui w�i1 3 V) M d % aS6 °°des aheM be Valid, protlslons of u i cc 00 O J 0W d III II II I I II II d N % II 11 d III 1 4 II v.l ` L d LzJ LA III L— r p _-- --_ - - --- -- ----- - - - - I=-11L_J - - - - T.O.G. FIN.FL.IC Iz m Q PARTIAL REAR 3-B RIGHT AT ENHANCED ELEVATION xV1".I' o N W CO) M r WIn W i I � \SE b 0� yb O p SP' i--------------' Fl I - I I 1 ll -------- I II II I u I u BEDROOM 2 II I I M BATH FAMILY MASTER II I u __, BEDROOM *;---,•, I =- ' ;; I 00 ID I I I I I I KITCHEN 1 1 1 I I - --- - I I r ---------------- ---��------ -------- I I /I I HALL 2 I I ----------- / I HALL i � 4 I I BEDROOM 3 I PTO / \\ j LIVING _ _ _Y DINING OPT. BDRM. 1 I Cn a • I LAUNORn\ Ir-4• 4'-a' ' -------------------- I 'I \ I I � I 1 I o x aoer rb. rb. ------ I b 8 . 5 ,4 U /// \` I ` I I I rs• s'Io sI• �'lo• a's I I Q�< E ss S pO °w GARAGE !- Jcr!� a ti< SUPER BONUS/OPT. I I (Law `\ BDRM. 5/4 t BYE 4/ I ------ ------ ------ WORK x I I BONUS/BDRM. 5 I L ____ __________ • l� I I SHOP II I I `\ `\ I Q 4'-10• 4'-10' Y-0' X [ I I I I `� `� I n Iota• - I I � Psµ w�e� rsK ^---- - -- -- ---1 I � ]PN rb_— 01M to--— )l —————— —— —7 — ————1 I�O'TO acGrtoNnL s•AIG�se 1700R p ------- -—— ——— ———— ——— I I I // ` I O FOR PERAfi! U NCE O q SCOTT FAZEKAS&AS O IATES,INC. 'O \ / BY — \ ——————————————— — '11, TT These plans have been revio;" O TE O N spy applicable cotles and oruin f adherence to he O O V h RI hereby grantetl to issue a bu Itll Permit tpap le J T J a approval Dy all applicable City age cie. Pentl ng J wi, m LV a The issuance or grantin W 1 fOx I approval of these plans shall o ermii based n AW\ M Permit or approve any vio lati n 1 be construed GARAGE 2 ' Catlea or ortlinance. No <— O f the aPPllca e I I authority to violate or cancelrtn p esumetl to gi e W 3 vt �I■/� Lv i I cotles shall ba velitl. P visions of su = `Y O 0 W t00� �Ia. � N I o ■ _4090_rb. _ I _ o m a4o• r-4• a40• a'-tr 4'-W a•-r 0 .. a'-a' f'-10' a•-W a'-T' IT-0' 12'-4• I!R'El TO MASK,PLAN"A 9 r-0• ►farce,DIMEMONe,ACID 11'-a' 1r-4• ]'-0' INPOP4ATION NOT amourHIM IIL4• IT-a' soa eo a Co W Nit ku SECOND FLOOR ADDENDUM xALE�C FIRST FLOOR ADDENDUM SCALEI/C'. U l ELEVATION/ROOF NOTES 1. 2H6 FASGA,SSDETAIL. 1onenz 2.24b DMdC-ICC DETAIL. S. z EXPOSED RATTER TAILS W/SHAPED EHDS,SEE DETAIL. NOR.ALL RAPIER TAILS TO SO O6WALY SPACED.rRAMER IIIOOF AmELEVATION M•M. 4. GRT.RIOR PLMTLR OV�I PAPER MKrKED YYRE M181F. 2 O • D.I t__ _ __ Y S.EXTERIOR PLASTER SOMT.O/EXPANDED NCTAL LATH. i C�`I i t______t ____. � � - 6. A)GOAT STUCCO SYSTEM I.GDA.•XXXXXXX E t_w _Q.______, ____�_�____�__�___�_ T. EXTERIOR SIDING.SS EXTERIOR FINISHED MOTES. I 0. EXTERIOR GRADE PLYWOOD SOPFIT. 1 ♦ t i� I "I. TONOWI.QD•4ROONE SOPr1T. t I TMP' 10.SPACED >< VClT1GAL WOOD TRIM AT XX'OF..OVIt ,T 2X4 I 1. EXPOSED WOOD,CORER TRIM SEE FjN7.It FINISH NOTES. CItMEY AT I g Z IS M 13. W00D LATTICE O/EXPOSED PLYWOOD OR�A.BOARD. A ___ TYP, 20 4)0 14.POAM TRIM,SOO ELEVATION POR SIZE. 14 2'X4' T 14 I} wo-GOOD WOOD TRIM SEE ELEVATION POW SIZE. I i TS ! Tt0 IIpP PET. 16.OUILT-UP'CURVED'PLYWOOD TRIM OR MDA.BOARD. ® ® moor LSE -- - - - - - - IT. FIXED SHV TORS,SOO ELEVATION POR SIZE. a a a a ROSE 16• POTS18F,SOE DETAIL t 1 OUS.DIW 11 20.GCNTINIOM 01 EXTERIOR PLASTIC tK.RQD,SEE DETAIL. A 7 I LINO 14 I"X4' 21.G.I.PLASWMG ROOT TO WALL. I 1 14 11 E f T 6 T 22.W.PLASHING AND SADDLE/CMCICIT. 23•PIPWO A4E K~AGTURR. YI/SPARK ARRESTEt PROM jtQ O , A d 1 t6'X4a' __ ___ __ _ _ _________ _ T • 24.MASORY VENOM t •�S M 21 25. THINET MASONRY VENOM M I 1 t 21 T 1 14 7 S rl 2T.S20. YNTHS CSTONE VENOM 0 CORES_,SE!DETAIL XXXXX 4 1 1 IS - - - - - - - - -- - --- - -- - -- -- - - - - -- TOF PET. 20. WOOD OD CORBEL,OW DETAIL a a a a a a a a a a a �___E3____Lr•3_-__L•3 / TOP PLY. 1 { D I •I - - - - - 1 30. EXr0902 WOOD OEM MTN SHAPED ENDS. I 32. PROGA,ST GONNPONNGTNT/TRIM,S4 DETAIL 1 I E 4CTA �FALSE LI!LS It AL IWN6,SOM DETAIL. 0,12 1 R SE!E.N.TOR LEGATION. IT If 274 D 3S. WOGS RAILING.S DETAIL. •-_�___ 1 'SYA 1 1 T F 13 D T r 36. DOCORATE METAL,OE!DETAIL I 1 r li 2Jt4 O. 31. EXTERIOR PLASTER RECESS SE!ELEVATION FOR 1 I 1 h LOCATION•DCFTN AND I .or FINISHED oPILN6. i I 1 iiifff AREA-$ 1 X2 36.0.1.SGR@tED t LOWEtOD'GABLE END VENT', rrrrT7ri SW ELEVATION VENTIILAATIgG RT MOOR MORE i ANFORMAnOW.RE(ia. 1 ---�1 1 Ili,jII 3.1. 0.1.SCRE:NCD'ROOF"AIR VENT.(SiS RGLIRED Arnc O" ------- t TA.G. VENTILATION GNART FOR MORE INlORMATIONU. q O -- - - - -- --- --D - -- - - 40. DET.ORATh/E(rAL3U VENT/LOWERED BOARD,SEE FIN. - ELEVATION FOR SIZE MID LEGATION. I 1 I TMP• 41.G.I.GUTTII AND DOWNSPOUTS,LAYOUT•TO OE FIELD I 1 1 I6 T RIDGE 11 D.! VWFIED. 42.G.I.DNICTER. �y 1 1 1 43. LWW4TLD ADDRESS SIGN. W 44. 45.LII•CGHANIGAL TUB ACCESS CORROSION RESISTANT, I _�S7•____F�•____�_N I VEVrY LEGATION. O 46.6.1.ItG6LRT FOR D G OLOR OAT GFIAN6E. � P. FRONT ELEVATION 3-C EXTERIOR FINISHES TRra�I T I O1V)4L 6c.,.e V.•.I•.o` ALL EXPOSED PLYWOOD TO EE EXTMOR GRAM R O O P L�t N 3-C ALL OD TRIM,PLYWOOD,SWI Tt'JR,.POSTN� GGRBELS dO TO TO DE WO IQXSAHK U.N.O. sine vr MIGAL SIDING TO BE, p !7ED GERTN ENTEM YATHOWWARDS DOTNL.S RI FIOIK,EhQIT SIDING 10 11 •�,� CEDAR LAP LAP SIDING 6 1/4'X 12"FlOEtTOf T ROOF PLAN NOTES wneioz -46h. IND e-ATLS S,12 SLOPE MESS NOTED OTNEgUSE 8 g ON PLANE rYFlGAL ROOPINS TO SE GOWC.FLAT TILE MF a EAGLE ROor nLE' I.CDA.s It 4"0 OR AP"tOVW OWAL TYPICAL ROOT OVdtHANG AT RAKE CDN V TION TO S 12' ��+.�� a A LtLE53 NOTED OTHEIt"SE ON ROOF PAFL •LL--JIL InON TOED 12' UNLESS NOTED OTFERWSO ON ROOF PL/4,L REQUIRED ATTIC VENTILATION 0-EN a on- A TIC AT vBN71LAnOW GN.GULAnONO Pt3t GD.G.SEf.T IS ON OS.3 q� AS FauorNf, Z (AI ATTIC AltRA(SCIVARE Fl2T). O (St DIVIDE W K 300 AND to LTIPLY K 144 TO CALOILATG THE TOTAL REFER TO SHEET 3.13 FOR �"TO��T PIRIN�G,�1N�BOWON AND NOTES, DIMENSIONS, AND CIE•'MIA DIVIDED K 150 SIIGH AND LOW VENT""or RI76tlIRED) OF SO.M r INFORMATION NOT SHOWN w INcHES or Her MOM VENTIL^TIOW MCI!Aa,•, EACH VWM � ABLEaro PRonoev K OMMA 00 ATTIC YEWS.(SS SCOW FOIL IN. IW. NIT HERE (0)TOTAL SdLARE I NC Ift OP NET PRQ VENTILATIW6 AREA PROVIDED K ROOF"AIR VENTS.("sO.IN.Or PRS AREA HIM..RoigT g C W HI6FI VSWF W JM O ^ (E TOTAL SGIVRR IWGES or t!T FRS g5 OOT7C�pp Cl)VINn OF MtS N S, V C. /t�� �a ByUtORR SAVE VRvowDI.O'GIG6.11 IN.Q FR AIWlA NNI � W Fw-N o w (P-)TVIAC SfAAAItE MMS Q NET a e cotle5�ordne a�A ho In-tozetlan t N hereh Q u y grantetl to Issue a hullding p rm J M aPProval by all applicable City agencies. g O� Pendin 0 I T J = m W n A D C. EDP oval otDhase I a ar It seed on itit or a1 , a 1 o truetl to w3G" AeL. vewnw veN s cod e. IPlicabla Z rltS tlp la to Io glveas a 1 M s1. on of such W L *� ■ AREA-I 2055 .y w+ ww w. ww - u. Or, IDEA-'26 513 Soo N/A WA sny�i�.r 339 cc O O co Ip 00 ARZA-90 164 1,76 WA (I)a15•A5 w�;1, IG9 NOTES, 1.NET FRS VENTING AREA PROVIDED BY MA444 VENT IS EASED ON ^SEWED VENT SIZE AND TREE AREAS.FIE_p VEtlFY TMAr THE � IQ MWMUM"P OWIRED VENTING'AS LISTED ABOVE IS PROVIDED rRO:VENTING POR INDIVIDUAL VENTS IS DIPPERUMT THAN ABOVE 6y 2.ALL VINT OP/NNSS SMALL BE C-OV 54M FV 1/4'C 7 OS1ON W RESISTANT FETAL MESH.(IF"MESH IS LESS THAN V4-TEN THE NET PREC vENTIN6,NWCA OP VENT MOOTED INCREASED TO ALLOW O rat REDUCED NR PLOW) 3.PRAJMER SMALL Off RESPONSIBLE FOR COORDINATING W/TPLOS r NTR TO A440104MOOATE ALL ATTIC VENTS 4.ALL VENTS SHALL SO INSTALLED SO AS TO MAKE THEM 0 WHEATNEC-PROOF AND WALL MOIMTED LOUVOM SMALL SO r� W AND PLASI•ED WITH TMOISTOP"IN THE SAFE MANER PRESCRIBED FOR WINDOW INSTALLATIONS. ccS.PRONOR APPROVED IMLATON DAMS(MAPMAW rslltE VENT BLOC" OK PROM SLOCI®K MN�lAT10W��S TO PREVENT VMT HOLES �Z = � 6.L.00ATe HMNI veWTmG MguHNUM a'-0'VItnGAL DISTANCR <� ■ W A80VE RAVE V15M. 0 T.PRO,/IDR ACCESS AND VENTILATION"WM GA-IPORWA PMM1PRR AM" m W TO ADJACENT ATTIC SPACRS.PERM TO STRUG L TUA DRWMG6 A FOR PM SNRATNNS PEETRATIANS. `SEct nI 14•)C24• aaaa Gl 2 14 M. 1 iY I p Ix1� 1 - TOP PLT. aaaa aaaaaa Q i I TOP PITOP PLT. TOP PLT. 4- - - -- -- -- - - -- - - - -- - - - --- rt =Y tt' �It I!- III III /II D D 1 1, /III 7 CIO 11 III II / II II 1 I III EEa,edwnoN-- F ry T � � +p 4 O II ,/ ICI I� III 7 II Ii / III II p 7 + I p I -i I^ 21 j Ir {Z� + II - �■DItlA•7 aaaa aaaaaa PIN.PLR --y '� - -_- ^^ �- - - - - _ - -- _- - - - - -- - - FlN.PLR PIN.PLR �i -- --- - -- - - --- - -- - - - - - - -- - - TOP PLT. ^'^ TOP PLT. TOP I LT. >- - ---- -- - - - - - - TOP PLT. - - - --- - - - - -- - - - - - - - - - - - - - - - - - - - - s Ir 11 I r � II II Q d l III 1 4 d P 1 4 i 1 p Is I 4 r III N d 0 h N T T II 1 II II T T Ih10►T9 N II d II 1 1 II ; PX4• ; Ilh III i d III N M. d d 1 d II Ii 1 II it IL , I L.—JI II I--d III LEI-- - -- - - - - - - -- - - rAG. PIN.PLR - - ___ --- - - --- - -- - - - - _ L-_� - - - - PIN.RR PIN.PLR - - - - — --� M. 12 12 DA '4 �yyy Y Y REAR 3-C LEFT 3-C x.�c v+•.Iw' cc W $ V 14•%24• �•I�� 6j p i M. _ cr Z F s 2 ZF •� ee V 29 14 -J � * oy Q oa. Is 12'DII. 1•Y�' 0-W 7. e5 7G FO W 24'X4E• q i IT 14 V1 • �i TOP PLT. .7 - - --- - - --- - - - - - - _ - _- - - -y TOP PLT. TI � 11 Is 24•X4+o' ;I II II 2X4 17 14 Y .r D6 T'T' U 3 T • b 14 ,. T •�• ' .J O II 2 _ ______ ______________ j, AFPP,O`JED 'A i FOR /fl - - - - - - -- -- 1 PIN.PLR SCOTT FAZEKAS&ASSOCIJ E INC. V+ W N _ _ _ _ _ nra PLR - --- ------ -- - - - - -- -- - - - -- - h TOP PI DAI w 7p WW - - - - - -- - - - - - - TOP PLT. - --- --- -- - -- - - - - - - - - ------ BY N N 2b0 These plans have been reviewed for tlh rence to the N e PPlicable codes and ordinance. ut oriZation IS Q 17 T hereby gre ntetl to issue a bu"c"n J O U I p.=� Ilr I 1' }-} approval by all applicable Cny agencies9 Pe it gentling FL4-1 d tl l II N d d i 1 h Is O The Issuance or p ml based on M d d 1 h 1 7permit approval or these Plena shau not �i/ c90 `_' d h h Is IS 2)f4 p i permit or a granting of e P nstruetl to 3 = LU d d l h 1 II d T II D authority PProve any vi�eamit pre ue tlVplo,c-- •� V)Qv Q d d l N 4 r codas or ortle at.o. No M d d I N h d I h codes shall be Zoo a or cancel the pro lel a o/such T 3� 01■i/ II Y I N NX i /Aram IA �J ii■ 0o000 o N PIN.PLR O ■ -- --- �--11L_1 - - - - TAG. - - - - - - - ---- - -- - - - -- -- -- - -- -M. -- � Q 12 4 W OO r PARTIAL REAR 3-C RIGHT xrl_e I/4'.1'-0• xnLe V4'.1'-O' O 0 u� LO &U AT ENHAW—,W ELEVATION r co o 2 ■ W Z o M W 0 0 + S C O 0 aaaa Z�J�b�• SjP�4 U -- - - - - TOP PLT. Q u' T a a a a a a a a a a a O 4 � I A FIN.PLR � - - -- - - - - - TOP PLT. 3R lF�T!9A T4iN a.IS POI!IiOTLb,DIhC'MIO a a a a a a a a a a a AND IMORMATOIi NOT L N 7 f — — — — — — — — PIN.PLR ep i PARTIAL LEFT REAR DECK ELEVATION � aura v,•.i.-0. ----------------------°� uumm o COCA V S 7 Q I I O F I I I I ,gay a ItGYY7t TO SICET'J3 4 32 R@ZR TO 3V@T 3.1 �\\Y �� FOR PI.00R FL/NI NOTLS, Z4 M <? FOR PLAN N}'ORMATION DOOR WINDOW AM o! i.�R O lLK.TNC.AL LAYOUT. �, a I F O � NOT�IiOV1iI MQl. BEDROOM 4 �u FAMILY �o 0 SLAB INTERFACE ADDENDUM FIRST FLOOR ADDENDUM SC- 1,,..r_a. 0 APPP O FOR PE VE flMIT SS ANCE SC0T7 FAZEKAS& Cn SS CIATES,INC. V/ By N These cable have )ATE aE a aPPlicable been rw�led nor adherence 0 codes and hereby gran to slue a .n Auth orizati n t J O p U M aPP o al by all aPPlicable CiIY a unc s9 Permit pe m The issuance or granting J m W µ Q ePproval o/these plans sha Permit base o W r'r 4 cotleat or approve anY viola n t ar construe to li ortlinance. No on o!the aPPlic 2.M.. O•T authority to violate or cancel It resumatl to le Q 4 DECK PPdaa sha l be valitl, a rovlaiona of s ch W L V1 MM�O DR6 Go = I W N p iO�6 fL iL. N � lk AP FR DR Cit?r) RR'C[TO l/QT 93 G�9A FOR FLOOR PLAN NOTC6, W MASTER DOO WIND R Oy'1 AND BEDROOM CLfTRIQAL LAYOUT H C W GNP t0 y SECOND FLOOR ADDENDUM ul = r J� z m `m M ku OI u GA 6.1E GAP{RASHIw 4 DGSMtlD WOOD TIY.VSCS I DESIfi69 WOOD IS 60 MIN.•FED' OI HEADER OI TRUNK OR RAFTERS(SEE PRAMINA) O I LAYER UOEMAYMMIT(30 b. \1 J Df;el6lm WOOD TRL70Ge T f w 26&A.OJ.DRIP CTGIm 7 V2•X•- T16gSi3 PAPER GONE. (SCE nWXlw RAtl) ITIDTGII AT LOOKOUTS) AD.TM.FELT MIN) Itl 0GX EXTERIOR RYWOoD O dRDDT01• O2 exTER1oR sRAx RYY100D yLOFV•In•a'•O• 2 ROOF SHEATH �7 V2'PLYWOOD SHEATNlw 16 91R.MR.GRIP / / O3 FLYV40M SHI YNLL 1 2X1 FLAT LOOKOVA AT 74'OG. O 7x KALL•GI[PER TLC MPR AMP 91CATNN6 AT OJOYMtN OR Ix SIMRM �Gj + I 3 ATTACH CAI 4 FLA96w 3 2X FASCIA 'B DINEE 3 2X6 F .IA (ME FRAMN6 PLAN) LAYOUT OF FILEE R N!'W D!90 b.FELT IROER 1 '� b� 3 IO'WOG 90 b.FELT 6'FAST JO6TT O 2X FA6GIA W TRAP OVER *.I.DRIP 6'PAM JONT �.� 26 OEXTEID FEET MK 2'PACT (SO*NATION)(OPT.S"ADOW �'PER M'R SPECIFICATIONS f (SE!ELEVATION) i ' 4 2X BLOGKIw ' O �IGD TRAP 4 E%T,FINISH O/60 MINUTE GRADE D' 9HEATHIw CD6E BOAIm-SC!ELEVATION) O ROOF 31lA7NN6 YV VO'bAP 0 OLL O4 UX EXTERIOR FLA6TGR STOP 3 4 7X OLOGKN6 / it y 2 S S eSR.PINION II I O4 i�6 SOP'•FLA4MW PAPER TO I.IOQDIDC OF ellA7lNw O ROOF 91lATMIN6 YV US'6N eCiY@1 DGIGR Ix AT GUTTER GOIO. TRUED T.NORU N LL O 60 MNUTE*RACE I S U'OGR.FELT T(00 b. D'PAPER AD.T.M.FELT MNJ O6 9LOPINIG•GGILIHS O SHM me,TH GGX GXTEVOR RYWOOD 31QM(SEE eTRVCTURAL NOTE*) O4 2X OLOCWHOMTAJ(E✓Q VENT • 4 4 4 4 Ze e O C.7 4 /�'�� wHe¢OGGUtl O 60 MINUTE*RACE 1 SNIeAnxw WE oVOOVESNS OR IX OHIPLAP I TRIrFa oR 2 RAFTER SPACES eL.oGHc DErARJ O6 EXTERIOR PWTER O Lo) 7.6A 6.1E DRIP i' O (400 ASAYI.6/T - 2 D'PAPER / o/WIIQ NEFAH 4 XV 1 5 1 2 O EM.FRY9M o/•O M/YTG $ZP T FOAM TRIM �T MW _ O EXTERIOR FINISH ; 1A"m� GRADE D'PAPER OFOAM TRIM MIK 2 b.PGF) T M6L 2 b.FGn 4 0 ' O/EROI•N GOAT �y1 I O/BROFN GOAT e D VOL 2x T 4 T 26 GA.G.I.1'LASIMw t1 O6 LATER UOGRLJ.YFOIT OD 2X IMM 6LA36 HECK N'C.CH •' h N O PLATE i6 O S b 0/FWMER ADNtlIVE I WEE•HOLES • O C{RC{N GOAT 6 (50:dNATIOIU1COLOR GOAT y 60 MINUTE GRADE 2 I !R \ p D'PAPER •IY 6 O GLASS PEER MESH >- - _ "C"m NAILM*. ALLATIOII PROLmUIO 10 1%DAGKIN6 OR n.Yr!?OD 1 4 •L o/PRRLR AOIH d ♦ DATTEIG AND WIND IS DACIQ AT*RAGE 4 S b F]]I O II GiPe PBR.fR O INTERIOR ve{FATE[SNE.D' , 4 4 4 4 4 4 4 4 4 4 4 • II DOLOR GOAT W INSTAL.LATION FINISH 4DAT101Ui 14 R 7 S i I 7 17 12�ool rim j. � T RE'ER TO 9TRUGT N EIRDSTOP • D { OWN.FQR 91EA1[ I7 FOAM TRIM ^ 4 Q 10 2X PRAMNS Rl6RRR[IETib. IO 3 2 S ID 2x4 AT Ib'O.G. R 3 AT EN:L06ED 14 EPAIOGD - *0TI1'!UX 11 MOD. METAL LATH O 14 K-LATH R-110G MOD GI-� RI-MIG SCC ROOF NOTES FOR DIM@1310N R-x IM-M256/G27DI YIYOI �/00 023-01025 5 �� IV20/00 PARDW O/3/46 PNRDE: b/7MD CHIMNEY TRIM EAVE SGALn,1 g2.r-022� EARRaaRDFILET TR�WS y�G,I In.Io 17 G��1/E�AT TRUSSES I In•• 1`� �2/,►RA&E DOOR HEAD 9GA�e,s.ro 9 RAKEbDETAIL suLe I vr.ro rJ AyE AT��Gvr� xxe,I v2.ro 1 21100111105.OR TIL94444 4444444 O COLOR GOAT O POST O MIN.26 2 t'0)RACE RAONHIII* w O 2X RAFTERS(SEE F RAMN6 FLAW O MN.26*A.6.1.DRIP ETCHED 2 1/2'X 6' FRAMw FLAWOF OSYNTHETIC STOW MK 2•LAP APPLIES) O3 S/6'RS GCX E(TERIOR PLYFDDD OD dROSTOP Q y...� VEgR ^ O PLYW00D SITAR WALL SHEATNw AT OVERHANG OR 1%SHIPLAP y..� O 1.FELT MOM VROWI GOAT O/ V (9Q PRAMw R.4U GX1BtNTR FINISH Oj 2x F/•X.IA W TRIM OVER O &I.DRIP 61 PAST JOINT I O SCRATCH COAT O 2x JAMB TRAP l a) 1X6 CGNTiNJ0118 MIND (SCE ELEVATION)(OPT.SIMDOYI LL y VX O OOAIW-SEE M-E•/ATO V O ROOF SHEATNw W Ve•OAP z 4 2X SOLID OLOGKINS IO DELETE N AT 6UTIER WHO. BETPm1 SNEEP,S O O/�j EMA O PAPER 02•W E S T 10 1 O 4 5 6 2 (SEE STRUGT.NOTES) / 6 O G4NTIIR101N Ow OF 2 Ri O4 2X OLO'-KlwEE(S VENT 6 V. i (,I O 60 MNJTE*BADE O 60 MINUTE GRADE . C 94M*ROUT FILL OR X',I ] BLOCK DETAIU ' / D'PAPER I I .PAPER MAN FACTJIlER APPROVED FEATMER GLOCKINS I A.y\RL Z O O *BADE TT PAPER MwTE FOAM TRIM,SLOPE TOP L 6O MMMICK FINISH T\\L i (MIN.2 lb.POP) O6 2 LAYERS UOERLAYM9TT 6 y OµTO W O/OROM GOAT O NON-HARDBbw 9 W(30 b.A R.TJ4.PELT M �\ L.AYM UNDERLA" / AT LOW ROOF AID � � (30 b.AD.TN.FELT MW SEALANT O b b O 6LA93 FIBER MESH ^ LAYBAGG AREAREAS .. O/PMER ADHES 3/4•KEY AT EXTEt10R __��--�����IVE �___ / tltl ROD ����__ ,. PLASTER NONIDINS Uw O ROOF 9l THNSSHEETS I'v(s Iro•sM to SEALANT M 40A gmr,,U/SHEETS(AE: eTRUGTLRA-NOTe6 4 Fy3 O 2X TRIM D - - - - - - - �p1 rL�y (SE ELEVATION) O 60 MINUTE GRADE 1 D'PAPER 10 ORA.E'ICE{ , W �+ WATER SHIELD' O FRAMw T W memsew(on 5 II 2X DAM OR FL.Y14000 PRM6w RAM BACK NO AT*RAGE v U ' E{FATVR SHIELD' I II 10 INSTALL 2X 3 2 IC iii STD SPSP� 4 T 4 EXGEEOS 16.OL. MOD. 0 V2-SG DI-4D RI-26- 'SEC ROOF NOTE FOR DIMENSI N R-4G Z 023-0I025/C4D1 6-I5-0I 11/20/00 PMDEE DMe PNB PO MMO J 22 18 STONE VENEER bfAL,1 I2.I 14 6ARA6E DOOR JAMB I ololA,rNy.l'° 10 �r9TTLGO WALL FLASHING 9GALc,1 V7.1-0 (15 E AVE Oft SAT CONVENTIONAL FRA TILE(MAIM11 CUT) MING .I-0 2 Ir O I�DCR Oj 1 [ OI HEADER IO FOST 6 5 T 2 O EXTERIOR FISH 1 GE•ENT*RENT FILL OR MANIPACTRR APPROVED/'FATHER OLOGKIw 0 ^ (SQ FRAMIw RAH) meE FRAMING FLAT) (SR FRAMINIG FLAW (SEE PRAMINS FLAW O INSTALL 2X OLOGKNS,Meft 2 LAYER WAILEAYMSIT f30 b.AD.T.M.FELT NEW f �' OI RYWOOD SEAR WALL O7 PLYWOOD SNEAK WALL O n.YWOOD SHEAR FALL O PLYWOOD SITAR FALL STUD SPAGIw GXG®0 Nb'O.G. 6 IACER 2%NAILER Lr (SS FIRAMIw PLAN) 2 (98 FRAMN*RAW i (SEG PRAMRI6 FLAW 2 (SEC FRAMw FLAW O MN.26*A.*.I.O)nece FLASH" O FRAMw MEMBERS(am PRAMN6 RA) Ll O 2%JAMB TRAP OF u9n+6 2 nece NU9Rw. __ 1 K gt p O 2%HEAD TRAP OS >X IIGM TRAP D O 2%HEAD TRIM 6 I MN 2•LAP APPLIeW I O ROOF SMeTmEm1 9N1QT9 IV I •SAP //•� W ICL O4 MOISTOP FLASHIN& O4 40EToP P ASHIw O4 T4owcm-BASHING I O4 NOISTOP FLA9MN6 2 4•i O PARR(12"ACE) b PARR(12•NUDE 5 PAPER(12•NUDE 4 PARR 02'NUDE) O4 HALF TILL,PAN SECTION STRWTURAL 1HOTCU ATTACH YV RTlOD 60 1 5 60 MINUTE GRADE 9'.. - 3 60 M.*RADA 5 1 I S 60 MINUTE*RADA 3 7 4 OR AVID E(iAAL O D'PAPER O D PARR 10 2 O D'PARR 1 O 9'P' O MK Zi 6A 6.1E PAN RroHIw 3 n 2 a Ob E K°RR FIL TAR MESHI 1 O EX WR R M- TM II RKMmom 0 6 OIXT RD yFWTLRK) 4 y" 7O EXTERIPLASTERM MM1TE*RADA 7PAPER�OR RroRR OR RMJTE[ 12O'I AxTGR10R►CASTER. 1 MOULD --- _--1 MOULD e i I Mou.o ' 1 O R�F�+9EeT3 r 1/O*M lV Z Y. '1 D 7JX FURRRL6 '1 � QO COLOR GOAT 4 I � O 2X FUORIw _�_���_ ��____— STRUCTURAL 1UTC51 _ v GLASS FIVER MESH _ (SG RAW Z R••1 OEXPANDED METAL 4 .I f O/PRIMER ADICIVC I0 ; OO IX6 CONTINILVS S b• �1 LATHs O 2 LAYERS UOML.AYMEN T O <<F• 10 FOAM TRIM,SLOPE TOP 1 AT ROOF AND MIN) T MN Iry�r�+j Tl �N'OROR.- 6 � I O//(WINEROY'N GOAT T _____ i 10 %AL 076E ROOFERS MASTIC 5 W gg 1 {j 1 I7 FOAM TRIM.XOFc TOP d^ {i I II OR 5"OHM TILE PAN I-FAST UVG MN 2 b MCP) 3 9 O/OROFN 3 GOAT FLEOOLG METAL MAY SB n.AN a REOIIIRID AT Tu.e APPLYGONTb TIRANSInON ROOFER GH•atT GAlB O GILD 62-TD *I-TD O/NOW M75 or EACH 62-2MOM TILEOEAo OF 11/20/00 11/20/00 (9'MNJ ws" 4 3 RD TILE R-97C IV20/00 II/20/00 PNRDGG D/TAMC FARMAf"ED CE OARA&E DOOR HEAD 23 &ARA&E DOOR HEAD 19 6ARA6E DOOR HEAD Cl5 GARAGE DOOR JAMB 11 ROOF TO WALL FLA5HIN6 RIDGE GAP SCOTT FAZEKAS A5�p TE ,INC. SCALE,3••I'-0' Y.HLE,3'•I'O EXTERIOR PLASTER OVER FOAM TRIM SGHLG,T•1'-0• SCALA,W-1'-0• BAMEL OR 9 TILE SGA,LE,1 1/2'•1'C CAMEL OR S TILE(7 By112"'1 J IiRW77. Thes a e or tl ereencae tU the O pp icable codes and rdinance. Au O ON O ro9r OI POST It D 4 • O O PORT PROVIDE APPROVED DAMS OR I WHOOP/PRAM!W/GENT. 1 MN.ZD 6A.6.1E VALLEY Rro1NH6 W/ S PROb�E4Al build tion Is (SEE FRAMIw FLAW OEM PRAMIN*PLAN) (SEE FRAMING PLAT) HOD NlBII GAI.VANIW OGRm1 BAFFLES BETWEEN ROOF FRAMING O SEALANT BE HIND PL AN/*G O F�pAn �i pending J MM.I/2'GRIMSD®6G7 9D�GI J P mil 7 RYWOOD SHEAR WALL 2 RYWOOD SHEAR BALL O3 RYWOOD SHEAR WALL T9 P�'G 'K MEMBERS(TRUSSES/RAFTERS)TO fEXTeb I'FAST UVlJ agenc W O O --- -_ -- PREVENT VENT HOLES BEING Q 2 LAYERS TLM FEL.Y MIN) 1 O __ .J h (SO b.AD.TM.FELT MW 2 FELT W UOER VALLKnORASNRM-M. I. �W�M + 1 notp a on strued Ito N nI co, (9�PRAMRIG RAW O1 VEfT BLOCK HOLE BLOCKED BY INSULATION. AT LOW ROOF MO a (MAYM M rk2p) TO NURSRaMMly violation O th o -/ 5. (Sec PRAM1w RAW 2X FItA TRIM PLAN) POR TRW CO. LAYBAGK AREAS D 2. SMDRn ce. No permit applicable p 0 O (���) to violate or cancel the is J 2X JAMS TRIM O 'Y' TRAP }� '��'}ItM I S) G%TERIOR FNISN 3 IJ) FIW'llw M@ERS(SR FRAMI116 R'W) b• es sh a valitl. PT slRl nd O/such W m Q B 4 MOISTOI' rUOw O -moisToP FLASHIw 4 M015TOP n.ASHIw VX Vx ►AFER(12'WDL 3 7 4 S • 3 PAPER(12'NUDE FARM(12'WOG) 3 -I 4 D � ID y 6 3 PIECEMIN O 60 MNIlR 6RA0E O 60 MINUTE GRADE 60 M6UTG GRADE 4 OF USNO 2 necE RAeHIN6 �Oµ\N rySH" 4 ROOF 31to STIN O RA*AP cETP@II W M D'PAPER D'PARR 9'PAPER 2 10 € SHEETS(3R STNSK.TURAL N10TES) 4• W _V w MN.2'LAP ATI.IES) Cq Oi EXTERIOR PLASTER 9/b' O6 LLJ EXTERIOR PLASTER 9/O' I i EXTERIOR PLASTER 9/O' -- __-- - - PROVIDES APPROX. 47 SO. 1 O --� INCHES VENT AREA PER ( MMeMMERNoFL I s T 2 MK N w� 0/WIFE mes" of HIRE MESA 1 0/16RE MESH BLOCK I 2 L.O,* Z9nW1 1O MOULD RASTER 7O MOULDEXTERIOR BASTE[ ; O EXTERIOR Rro7ER VENT BLOCK SIZE 2x CoRr N* ,,-\ 1 MOUJ1. . .� �. Moon � ,.. 2 X 4 X 22 1/2•' O 1x6 O2%FUVVN* lo) GOLOIR CHAT OO MOIYfOP PLASNN*PAPER i OOv m (SCE FLMU vx 61AW FIBER re'" SECTION ELEVATION (12 NUDE O COLOR GOAT 0/FRM7R APHASIA O iLASS FIVER HE 10 FOAM TRIM �S�� O O/PRe•ER ADIlSNE MIN 2 b FGn STRWTLRAL NOTES) �P rl t °/eROPN GOAT LOCATIONS O GONT'{1O1JD BED OF 4 5 5 2 TRIM M GEmoRr 61ROVT FILL OR 7 b FICA-) 4 • Q FN GOAT MANUFACTURERISLO&APPROVED O/ORO I. 1T'N•ICdiL ATTIC-I VEQT HOCK AT EVERY 716RD OAY WATER VLOGK6i6 2 AUj *ORAL TLAT n71!VOfTN./LTION I�CUL �Z SD:FLAN AND IROIOP 110iTIL/'.T1ON TABLE PM VOR51G -- •ATTgb• NOD 11 M MM)TG GRADE 7 PAPER co O•MW NI-3JC U•1A\K R-0oG Fes,61-]D 62-0D 01-W 7/23/93 RI-19G ! ?Iry©© N • LU 11/20/00 IV220/00 I1/20000 02399099 PAROLE WSAO PAXIM TMM7 6ARA&E DOOR JAMB SCALE. (2� GARAGE DOOR JAMB 3,1� 206ARAgE DOORJAMB 3.r-0VENT BLOCK DETAIL 12 ROOF TO WALL FLASHING $ /ALLEY FLASHING .11nus AT WPOW/SILL(MIOm OR 9 TILW N.N.G.I I/2••v_vSAIMIN.on 5 TILE TO SEAL THE WINDOW FRAME TO OPE"I APPLY CONTINUOUS SEAL GS SHARE AND TO THE BACKSIDE OF THE NOl1NTl qqJ • LEVEL FRAMING FLANGE NEAR THE OUTER g�APPLY CONTINUOUS SEAL THIS PRACTICE HAS BEENAPPROVVED AS AI INDUSTRY STANDARD BY THE �1 6• T6 PERIMETER OF MECHANICALLY JOINED CALIFORNIA ASSOCIATION OF NIMPOW MANIFACTURECS(GAM:U TECHNICAL OPENING AT A POSIT FRAMES TO SEAL FRAME OOMITTBE AND BY 6E MAL MEMBERSHIP BALLOT AS OF AIE 26,IMS. WITH ASAME CONTAC SEAM JUNC 5j 1 SI OF MWNp1I(CDE I.SCOPE 53J PENETRATION PLMNN6 MATERIAL-FLAO~MATERIAL SIMNEL SE NZ� ye 04 ICCiil71 OEXTERIOR PLASTER O/ 6 1 FLANGE. 1.1 THIS PRACTICE COVERS THE INSTALLATION OF P@DOIAS IN RESIDENTIAL BARRIER COATED REINFORCED AND SHALL PROVIDE FOUR(4)HOUR MINIMUM WIRE MESH 2 BUILDINS,9 OF ND MORE THAN POUR(4)STOR ISS IN HIIONf. PROTECTION FROM WATER PENETRATION AMEN TESTED IN ACCORDANCE WITH AS O M019TOP'FLASHING 1 O 2 �GNG WINDOW AN INTEGRAL MOUITIN6 PLN490 19 EMPLAYED FOR INSTALLATION 1 WINDOri FRAME W/GONr. 12 THIS PRACTICE APPLIES TO METAL AND NON-METAL FRAMED NNPOM HHE N O-TM. PLASHING MATERIAL CARRY PAPER(12"AIDE) SEALANT BEHIND FLAT 13 THIS PRACTICE COVERS THE INSTALLATION PROCESS FROM FRB- 5.4 APPLICATION 1 3 INSTALLATION PRDCEDUR6 THROUGH POST-INSTALLATION FROCBDUEB. IT 3.4.1 ONE OF THE TWO POLLOWN6 METHODS SHALL Be SELECTED AS THE O HEADER-SEE FRAMING PLAN I O EXTERIOR PLASTER 4 DOGS NOT COVER THE FABRICATION OR AOSEBLY OF UNITS Y1ETlR SUCH APPLICATION TO BC POLLOPm. ONCE A METHOD IS SaECTW,ALL O/WIRE MESH FABRICATION TAKES PLACE IN A FACTORY OR AT THE INTENDED INSTALLATION PROCEDURES OF THAT METHOD MUST W PCRPORMIM IN THE DESCRIBED O SHIM SPACE 94M SCCiIEK.E. SUBSTITUTION OF A PROCEDURE FROM ONE METHOD TO THE OTHER 5 DOOR FRAME 1 3 GD MINUTE GRADE'D'PAPER / 1.4 THIS PRACTICE COVERS ASPECTS OF INSTALLATION RCLATNS,TO THE is NOT PBON9TTED. y® 1 4 4 12'M019TOP FLASHIMIG PAPER `' IS RE,AT VETO M 1110 SAPerY OF DURABILITHE PERSON INDT INS,THE UNITS.TY IN SERVICE. IT GOES NOT CAOVM ASPECTS 5.4.1.'2 ^ 8�DR Oi WEATHER STRIPPING I 5O HEADER-SEE FRAMING g 0 THIS PRACTICE PROVIDES MINIMUM R N AREEMS THAT NLL HELP ACTUAL THEN.1 I STRIP I APPROVED FLHALL B MATERIAL ENDUED TAT LEAST Q/BUIIE THE INSTALLATION Or N/DOYIS IN AN ETECTNC MAKER. ACTUAL THQ.V!INC�YES DUDE P1.AH6HN16 SHALL BE/.1TL1W IN A YEATEREOARD VI PLAN CONDITIONS IN B ILDIN6S VARY 6RE'ATLY,AND IN SOME CASES SUBSTANTIAL PA H ON AROUND THE FULL PERIMETER OF THE OPENING._ O 60 6RADLL MINUTE! 11 PAPER 9 T Ib TWO PRACTICE DOGS NO PURPORT TO ADDRESS ALL Q T!SAFETY TIONAL CARE NO PRECAUTION VILL MVe TO INS TAKEN. SSILL,CUT IT OUPICI.4.122 APPLY THE FE/TLY LONG TO EXTEND IRST STRJP HORIZONTALLY GAGH GIVE M� a a a a a a a a a a a (� O STUCCO MOLD 5 PROBLEMS ASSOCIATED NTH ITS HNOEVER DOM THIS STADARD TOIO. IT 19 THE C,dSILLT AND DISH f OF V41400K SO THAT IT PROJECTS APPROPRIATE APPLIED LATHER.(SS FIGURE 2)BCYOID THE VERTICAL PLASMNN6 TO BE 1�71 ROUGH FRAMED OPENING SAM"AND HEALTH PHRACTCBS AND MTO04M THE APPLICABILITY OF 5.4.123 FAST191 THE TOP BDSC OF THE SILL PLASHNS,TO THE FRAMING, {p 6 SUFFICIENTLY LARGER IN SHIM k JUST WINDOW TO ACHIEVE IESULATORY LIMITATIONS PRIOR TO USE. BUT DO NOT FASTEN THE LOWS!EKE 90 THE HEATER RESISTANT ISUILDIHS, WIDTH k HEIGHT THAN THE SOU PLUMB k LEVEL CONDITION. PAPER APPLIED LATER MAY BE SLIPPED UP AND UNDERNEATH TIE PLASHING IN ACTUAL FRAME DIMENSIONS USE CORROSION RESISTANT FASTENERS, 2.RQ'ERQNG®DOCL14OKM HEATHERSOARD PA600N.(SEE FlGIAE 2) OF THE WINDOW-TO ASSURE FASTEN WI1HMH 10"AND NO CLOSER 2.1 ABTA, SA.12.4 NEXT,FASTEN STRIPS OF PLASNfN AT EACH VERTICAL EDGE ADEQUATE CLEMANCE CONSULT THAN V IN CH DIRECTION FROM B 633'STANDARD SPECIFICATION FOR ELEGTRODEPOSITED COATING OF ZING ON (JAMB)OF THE OPENING, RUM THIS PLASHNN6 BEYOND M SILL R.ASHIN6 DI-14D wI-36D TIE W6DOW MANUFACTURER'S EVERY CORNER.SECURE WINDOW IRON AND STEEL' AND ABOVE WER THE HEAD PLAASHII6 WILL INTERSECT.NSW P16LWZ 3) PARDEE T/ISMS PARSER T/I5n6 LITERATURE FOR TIE AROUND FRAME OPENING WITH B T66'STANDARD SPECIFICATION FOR ELEGTW'DD?OSITW COATHN OF GADMNM 5.4.123 APPLY A GONTINUM SAL TO THE BACKSIDE IIMERIORV OF THE OEPENING DIMENSIONS EQUIVILENT OF 8d FASTENERS AT ON ST.MI . MOUNTING,PLANE TEAR THE OUTER W6C Olt A CONTINUOUS SEAL TO THE HEAD AT SWING-IN DOOR 11GG o.CG.MA)I►WM. B 4%•STADARD SPECIFICATION FOR EiGTRODEMSITW COATINGS OF COPPER PERIMETER OF THE OFGNNG AT A POINT TO ASSURE CONTACT NTH THE 21 HORIZONTAL MULLION 17 FIG. 1. ROUGH WINDOW OPENING FIG. 4. WINDOW INSTALLATION "HI RLW CHIROMIUM AND NGHm.PLED CHwOMUM' SACKSAVE WrEMORJ Or THE MOUNITINO FLAKE.MM P8LWZ 4) SCALE:3"•I'-0" SCALE, 3"•1'-0" C TES TRACnCE MR SELECTION O'VAPOUR RETARDER FOR TERMED. a a a a a a a a a a a INBILATION' NOTE I-CAUTION MUST BE TAKEN TO AVOID DISRU'TINS,THE CONTINUOUS WALL SHEATHING(WHERE D TM'STANDARD TEST METHOD OF WATER RESISTANCE OF PAPER,PAPERBOARD SEAL. R1 OCgIR, VERIFY SHEATHING AND OTHER SHIEST MATERIALS BY THIS DRY INDICATOR MCTMOG" 0. EDGES FLUSIi WITH FRAME 22 AMA 600 VOLUNTARY SPBOUgCATON AND TEST METHODS MR SEALANTS' SAAa*THE NNDOM SHALL THE/M INSTALLED IN AGC,ORDANGG NTH H- OPENING SECTION 5.5 INSTALLATION FROCWUES. Q 3.DWINTIONS 5.4.12.1 FOR MECHANICALLY JOINED FRAMES,APPLY SEAL AT COINER"THE 2 METHOD A. S.1 6ALVAIIC CORROSION-A POW OF OETB IORA.TION OF METAL RCSIILTTNG FULL L2616T/OF THE SEAM MER MOUNTINS,F.MNGS MST. w FROM THE CLEGTROGH ISKIGAL REACTION THAT OCCURS MEN CERTAIN DISSIMILAR 5A.123 NEXT,APPLY A CONTIMIOUS SEAL AT THE TOP(TEAS)MO UNTIN6 O EMBED BOTTOM OF THE METALS ARE IN CONTACT IN THE PRESENCE OF MOISTURE PLANE AD EMBED THE BOTTOM OF THE HEAD PLASHING OVER THE SEALANT LL HEAD FLASHING AGAINST 32 FEMDIS 1T AL BUILDING-ANY BUILDING USED OR INTENDED PRMARILY AID MOUIMTIN6 FLANGE. GUT THIS PLASHIN SUFFICIENTLY LONG 90 THAT IT PILL Z_ THE PREVIOUSLY FOR A 94NSLE OR MULTIPI9 FAMILY DPEL.LIN6. EXTEND BEYOND EACH JAB F.ASHIN6. FASTEN IN PLACE.(SS F6URE 5) O WINDOri FRAME W/CONT. 1 EXTEND SILL APPLIED SEALANT. 33 MOLN7INS,FLAMER-A FN FROMICTINS,FROM!THE NNDOW PRAMS PARALLEL 5.5 INSTALLATION w SEALANT BEHIND FLANGE FLASHING FLASHN,G EXTEND X E NOHV� TO THE!ft_A E M THE WALL FOR THE PURPOSE OF SGGUNNS THE FRAE TO THE 5.5.1 DEPOIDIN6 ON THE SIZE AND y06HT OF THE NNOOK SHIM BACKS MAY w HORIZONTALLY TO 'G( STRUCTURE. BE REpARW UNDER THE SILL TO MAINTAIN STRA MINT AND LEVEL CONDITION .� 8 60 MINUTE 6-11E PAPER PROJECT BEYOND FUSHMIN BEYOND EACH AND TO PREVENT ROTATION. COMB LT MAIN FACT IRRS REGOMEPATION9. iE JAMB FLASHING.FASTEN l0 VERTICAL JAMB IN pLq�, 4, SIIS PR,- T AND USE SGIU SHIM AND ADJUST ION CONDITIONS,A A4 NEG SANE EN EMAIL A PU D T 0. 3 'MIDI"TOP'FLASHING Oj SEAL W FRAME W/ At:T q FLASHING APPUW / 4.1 TAL PRACTICE EPEND NOT THAT N THE CHOICE AHD DINLABOr OP SCiURE AND L.GVB. NDITTHFULL L PI AG,TE EVER REVEAL AROUND OF PAPER(12"WIDE) 5 SEALANT BEHIND FLANGE I LATER METIMIXI B: $ INSTALLED UNITS DEPEND NOT ONLY ON THE CHOICE AND WUALITY OF PRAMS OPENNIG,SEEMING IT THE FIAT PEIMEnER NTH THE Ep11VALElT OF LL O STUCCO MOLD 2L / AAPPLY LONG TOP(FEAWD)SEAL MATERIALS DESkK AVBGUAVY OF ON THE FRIOMM WOR1KMANLIKEA55CMELY AND INSTALLATION. SYSTEM,BUT ALSO VINDOPL9�REQUNR!MDITIONAL FA6TEER6�NEAR THE NM OR (If O 60 MINUTE GRADE'D'PAPER 1 5 HEADER-SEE FRAMING PLAN 3 O 12"MOISTOP'FLASHING PAPER 5 1 MINTINGC FLANGE 42 IMPROPER.INSTALLATION OF UNITS MAY REDUCE THEIR EFFECTIVENESS, PIVOT POINTS!. FOR CERTAIN WINDOWS IT MAY BE APPROPRIATE TO FASTEN LL )} EMBED BOTTOM OF HEAD LEAD TO CXCC6IVE AIR,WATER ANP 9dJPb LEAKASF GONODISATON AD MAY THE HEAD IN A MANNER.TO ALLOW FOR POSSIBLE D@LBOTION 6 SHIM SPACECOR ! FLASHING AGAINST FRO1,1p7G THE DERROORATON or PALL CO/HSTRUCTIONIS MIND"DONORS,AHD 5.53 IN EACH DIRECTION FROM ALL CORNERS THEM MUST Be A FASTENER � 'd O DOOR FRAME O SEE FRAMINGTPLAN 3 1 ��SEAL p THEIR RESPECTIVE FINISHES. ADDITIONALLY,IMPROPER INSTALLATION OF NTIN 10 INCHES,BUT NO CLOSER T M 3 INCHES,TO PRESENT PRAMS d 6 EXTEND HEAD FLASHING META.UNITS MAY REM LY IN ACCELERATED CORROSION O'METAL PRAES, DISTORTION OR FRACTURE OF JOINT SEALS. O I O WXRTEER^ID�PLASTER O/ 2 BgE�yyOOMN��EA TRIM,ANCFDRS,PASTERNS AND FINISHES. 5.5.4 IN ALL GASES CONS LT MANUFACTURERS INSTRUCTIONS FOR ANY 7! O DOOR ___ �- FIASHNNNG-HASTEN IN 43 THE APPLICJTON OF THIS PRACTICE ALSO RBQARE"A WORHONS, SPECIAL PROCEDURE OR API-LICAT10M W GJ O WEATHER 9TRITIN6 4 P PLACE 1010ALEDOM Q APPLICABLE FEDERAL,STATE AND LOCAL CODES AND Ld O "�WWWi REdLATONS,SPECIFICALLY,BUT NOT LIMITED TO RECUIRED MEANS OP NOTE 2-IF ANY PAM46C TO NNDO7 FRAME JOINT SEALS IS OBSERVED DARING EXT.PLASTER O/WIRE MESH EGRESS AND IRp11RCMEITS FOR SAFETY 6LAZIN6. CSU ONLT NTH LOCAL INSTALLATION,IT MUST S REPAIRED BY T INSTALLER. _ 10 v BU CODES PRIOR COD PRIOR TO INSTALLATION J7 �. T 6 3 1 APPLY SILL FLASHING 4.4 THE APPLICATION OF THIS PRACTICE ALSO REMMER9 A P40MN6 5.5.5 WEE YEATER-RESISTANT BIILDIN6 PAIFER INSLATKS BOARD,OR - HORIZONTALLY BELOW THE SILL KNON.CDOE OF THE!TOOLS.MURtIMM AC METHODS HLGES6A[Y FOR THE OTHER.MATERIALS BY OTHER TRADES MAY CONSTITUTE M PRIMARY HEATHER FASTEN THE TOP EDGE OF THE SILL INSTALLATION OF WIDO"16. IT MAIEr ER ASSUP S PA-nLAArY NTH BARRIER BMW THE CU(TENOR WALL.FINISH 0 12.STUCCO,MASONRY, U) v, FLASHING TO THE FRAMING; BUT DO CAUL KING AND SEALING AND NTH&LEASS NANOLJHS PROCWUIRE6,PAINTING 91DIN6,ETC),OMER/6EERAL CONTRACTOR IS RESPONSIBLE TO CNSIM nMAT NOT FASTEN THE LOWER EDGE.SO THE WERE APPLICABLE AND AN UDERSTANDING O•THE FIIIPAMENTAL"Q M Y'EATER BARRIER E GONnMU011B B1'EFFECTIVELY SCALING THC MATERIAL DI-26D WI-4D WEATHER RESISTANT BUILDING PAPER RESIDENTIAL CONSTRUCTION THAT AFFECT M INSTALLATION OF THESE UNITS. TO THE NNOOW PRAMR.(TES FOUR 6) Z PARSER TASAb PARDEE 1/15/Fb APPLIpEED(NLL AETTAE7TIRHH MAY FBLEASLIPPED UP 56 SEALANT REWPa DM Aye WEANHERBOARD FA IN S. PROCEDURE 56.1 SEA-INS)CAALCIN6 RTSGIUIRW BETPEEN THE MNDOW AND THE PLASHING J TRANSOM AT SHIN&-IN DOOR C n GOE R MULLION (POST) 1 Q ON SwwOW SHALL SE SUFFICIENTLY PRAMINS LYLAR~IN ROUSH r�HNG�RECEIVETTHE RECO14 ENDED AM APPROVED BY�'INSEALANTT MANUFAACTUURER.OR USE Of G v FIG. 2. SILL FLASHING (M OISTOP) FIG. 5. HEAD FLASHING (M OISTOP) ACTUAL FRA,MB v1M@I"la+s of THE NND�OP'L TO A96LM ADecMATE GLGARANGC, 562 SOME EX70W R WALL FINISHES REWIRE ADDrnoNAL xxING BGTPE:N w SCALE:3'•I'-O" 5GALE. 3"-1'-0" THE FIRMER OKA"CONSULT M MAtWACCTURERD LITERATURE FOR THE THE PERIMETER.OF THE NNDOM FRAME AND ADJACENT FINISH WALL t4hTBRIA-. Z WHERE RECOMMENDED AS PART OF MIN.VERTICAL R M LCOMIW RO NDUGH OPEIIMN DIMENSIONS. THE FRAHM&SHALL BC PLUMB, OM weeNE RAL CONTRACTOR IS RC6PONSIDLE FOR IDENTIPTN6 TE NEED FOR U .Ay EXTERIOR WALL FINISH SYSTEM INSTALL UPS PER CODE SW)ARE S F AND LEVEL. (S6U E U ANY ADDITIONAL SEALANT NIGH NLL BE APPLIW BY OTHERS. SUCH SEALANT BUILDING PAPER. APPLY BOARD WEATHER 52 PROTECTION FROM DISSIMILAR MATERIALS SMALL BE B.A"TOtE C,MATISNA.,COMPATIBLE NTH M G A NCOW FRAMING - FASHION STARTING FROM BOTTOM 52.1 ALUMINUM PRODUCTS SHALL BE ISOLATED FROM DISSIMILAR OR ADJA 1151T WALL M0,71911IALS.NJS FIGURE 6) O TO TOP OF WALL CORROSIVE MATERIALS NTI A NONGODUOTT!COATINS,OR SEALANT MATERAL. 5.1 FINISH AMP SEALANT PROTECTION I- .� y S22 ALL FASTENERS SHALL BE CORROSIVE RESISTANCE,IN ACCORDANCE PITH .3.T.1 CAUTION 944.AL.L BE I15M TO AVOID ONAA6E TO WND0H49 O RING AND O �APER ASTM B 633,B 766 OR B 456. AFTER INSTALLATOL PRIOR TO INSTALLATION STORE NMCOWS IN A NEAR W p �. INSULATION BOARD.OROTHER 53 PLASHING REOIIIREMEIT9-PROPER FLASHING AD/OR SEALING IS VERTICAL POSITION IN A CL.EM ARAA FREE OF CIRCULAATING DIRT OR DEBRIS O� FUSHINGS OVER HEADOM NBGGEASA RY AS A SBC 14DARY BARRIER TO PIRVEdT WATER FROM ENTERING THE AD PROTECTED PROM EO'OSAW TO HEATHER ELEINTS. ARD-OVER MIN. WALL BETH�1 THE NNDOW FRAME AD THE ADJACENT FALL MATERIALS, 5.T2 FE-D-APPLIED PROTECTIVE COATNSS CAN DA1AOM NtDOW SEALANTS ♦A ir °D W 5 Id OF NAIL-ON HEAD HORIZONTAL PSASHNS AVIOR At APPROPRIATE MMETHOD OF SEALING SNAIL BE DESIGNED AS AD 6ASKETS AD ARE NOT RBC.OM"E OW. CONTACT THE WHPDW V FLANGE OF WINDOW LAPS PER PART OF AN OVERALL HEATER-RESISTIVE BANNER SYSTEM. IT 19 NOT THE MARPACTURER BEFORE APPLY NO ANY SUCH COATINGS. W 2 MANE LADE RIMPONSIBLITY OF THE NNDOW MANUPAGTURER TO DC616N OR RBC45R D A 5.13 MASONS,TAPE"SHALE NOT S USED aN NNGO'M SURFACE"AB TEY MAY V) PLASHNN SYSTEM APPROPRIATE TO EACH JOB CONDITION GAME OAM,As E WHEN THEY ARE REMOVED. ___ W d d O OSEADLANT 13EHINH FLAONGE g O AINDOA FRAME SEALANT BE14INDWFLANGE IBU�LOING THEM SURFACE". REMOVE AND 7o COW ON GLEM ALL 9"MATERIALS FROMNSURFACES LL CIAMAdE < CL PAPER / DEFORM ANY CININS,ACTION TAKES PLACC. ,� oS OEXTERIOR PLASTER O/ 4 2 60 MINUTE GRADE'D'PAPER O WIRE MESH 5.1.5 GLASS AND FRAME SURFAGE9 EOOSED TO LEACHING WATER FROM NMI �3 12"TMOISTOP' 3 CONCRETE OR STUCCO MUST S RINSED IMMEDIATELY NTH GUAR WATER TO w O p, a (7; O 60 MINUTE GRADE'D'PAPER 5 / Q zT M oo .� FLASHING PAPER 1 PREVENT PERMAtEIT DAMAGE Z F aQy O 12"'M015TOP'FLASHING PAPER O CORNER POST q 2ndBCOURSE OU C RGVI"Ep 12/26A16 z SEE FRAMING PLAN 11 5 PAPER � O HEADER-SEE FRAMING 2 CANT.SEALANT BEHIND FLANGE 5 2X TRIMMER L_^- '' O 6 SLIDING DOOR FRAME W/ O 1 `• O O EXTERIOR PLASTER 2 ��_ EXTERIOR MESH Eat COURSE OF BUILDING EXTERIOR WALL FINISH b JAMB PUSHING AT BOTH SIDES OF FINISH II 45TALL PER WALL PAPER 3 2 1 OPENING EXTEND BEYOND SILL SOME EXTERIOR T FLASHINF a,ABOVE WHERE HEAD FINISHES MAY REOUIRE FLASHING WILL INTERSECT.UP SEALING BETWEEN THE JAMB FLASHING OVER TOP OF SILL PERIMETER OF ME FLASHING.LEAVE BOTTOM EDGE WINDOW FRAME AND O vl-LTD FRONT wl-TOO UNATTACHED. SUP BOTTOM OF JAMB FLASHING THE EXTERIOR FINISH PARSER VISAS PARDEE 1/15/Fb &SILL FLASHING��g BUILDING AFr''",,, PAPER AT BOTTOLi-OF WINDOW SILL FOR pE AlCE /A Q STANDARD PRACiTIC.E FOR INSTALLATION OF WINDOWS WITH SCOTTFAZE S rsn i{PPWGy TRANSOM O/SLIDIN& DOOR (23 CORNER MULLION (POST) 19 FIG. 3. JAMB FLASHING (MOISTOP) FIG. 6. PRIMARY WEATHER BARRIER I 1'�O�NF7 �(�� IN WOOD FRAME GONSTRIJGTIO� � Clc TES,INC. ap ❑cable codes vlpWe E O 0 Q• WITH 2X TRIMMERS SCALE: 3" I'-O" O P and prtlina for act', ce tot m p "GALE: 3" I'-O' The- D G7 EXTERIOR PLASTER It shy granted t0 Issue a bull 1n AuthprlZatipn O HEADER o/wIRE MESH approval Dy all aP licab ity agan ea. permit pentlin J ♦^ w(SEE FRAMING FLAW (SEE FRAMING FLAW aP oval n Chas P rmlt based p J v^'` N OPLYWOOD SHEAR WALL O (SEEHEA FR Th IS SUanCe p ranting pf (D j a (SEE FRAMING PLAW O HEADER-SEE FRAMING PLAN Plans shall t N O 2X HEAD TRIM D'PAPER Of the b O bo MIPM GRADE Pe Icoot fOaVl01 o en Pr Um stf0ed t .O 4 M015TOP'FLASHING 2 60 MINUTE GRADE b'PAPER = 4 WINDOW FRAME Al CONT. aU I be C No PI Harmed togiapplicable CO Y Vi01ati0 0 O permit Of such m PAPER(12'WIDE) 1 1 SEALANT OVER FLANGE I Cancel tha IUVB O M U O 3 EXTERIOR PLASTER O/ 1 O W WIRE MESH O60 MIwTE bRADE !+ 2 qO 5LIDIN6 DOOR FRAME W 1 1 O 12'MOISTOP' 2 N D'PAPER 1 1 FLA5HIN6 PAPER (N) GOAT.SEALANT BEHIND 0 EXTERIOR PLASTER 1 1 0) M FLANGE OI WINDOW FRAME W/CONT. O/WIRE MESH 5 N J I O EXTERIOR PLASTER 1 SEALANT BEHIND FLANGE O WINDOW FRAME W/GONT 1 1 J w An 0/WIRE ME54 5 O TMOISTOP'FLASHING 1 O SEALANT BEHIND FLANGE 1 O 'M015TOP'FLASHING 1 1 c$Z a PAPER(12'AIDE) H 2 60 MIWTE GRADE'D'PAPER q 1 PAPER(12"WIDE) 3 1 3 � O FOR PLASTER MOULD _-- 2 1 Q O EXTERIOR PLASTER O/ 2 1 1 1 \Y Vi a- __� fl s 3 IY"MOISTOP'FLA5HINN PAPER 3 WIRE MESH O 60 MINUTE GR.'D'PAPER 4 1 11 OO N OD 2X FURRING -- -- 4 5 • n O 4 O s ! O O M (SEE FLAWVx4 POST-SEE FRAMING RAN 5 1 4 WINDOW FRAME W/CONT. 1 1 I 3 60 MINUTE GRADE'D'PAPER J" 3 1 5( EXTE O 12''M015TOP'FLASHING PAPER 1 SEALANT BEHIND FLANGE 1 4 F EXPANDED METAL I = 1 3� c WIRERIOR PLASTER O/MESH LATH 4 1 1 f 1 T 1 1 a ��1 1 62-ID DI-50 W-3D WI-20 WI-500 N-ID M Z W II/20/00 PARDEE 1/15/Fb PARSER T/15/96 PARDEE T/IS/96 PARDEE T/I5/Fb PARDEE T/ISMS Q z U r�/1 • &ARA&E DOOR HEAD 24 HEAD AT SLIDIN& DOOR 20 VERTICAL MULLION 16 SILL DETAIL 12 JAMB DETAIL (81HEAD DETAIL 4 Z o R U m SCALE:3'•I'-0' SCALE 3"EI'-O^ SEALS 3'.1'-0' SCALE: 3"•1'-0" "GALE,9"EI'-O' 0 SCALE: 3" I'-O" O �_ BEHIND O "OISTOP'RMINw 60 MNUTE&RAVE b'PAPER �, 2 PAPER tu•FSOG 12'MOISTOP'FLASHING PAPER w N O O EXTERIOR PLASTER O/ARE MESH i Ja OX O O 60 MIHVR GRADE ,"�-"� I WINDOW PRAM!W/GENT. Z 'D'PAPER S r SEALANT E6/1ND FLANGE I O4 Ex7eelde PI.ASTCR 5 WIRE MGDM T O 60 MINIM GRADE b'PAPER T O/WIRE ME5F1 D SLOPE EXTERIOR PLASTER O/q 10 EXTERIOR PLASTER 4 HEADCR•3@ O/WIRE MlSH FRAMING ED.PLAN 4 ] FOAM TRIM I O3 12•'MOISTOP'FLA5HING PAPER r HEADER-SEE PRAM SHIM SPACE A5 RE '&.PLAN ' U 4 � 5 —I O 2X FURIBN) T O/DR"COAT. 2 ; (1)LAYER 2 O O &LASS FIBER MESH �" 2 © ONE PIECE MILLED DOOR 2 I O METAL __ B PAPER 9T0►'FLASFXN&6 O O/FOA14 TRIM COAT B I O/PRIMER ADHESIVE C r_-__ ?O POOR I 4 LATH --- O - --— 1 4 2X I'91RRIN6 AT Ib'O.G. O4 60 MINUTE GRADE b'PAPER I I T HEADER 1 3 OS POST-SEE FRAMING FLAN 4 5 O WINDOW FRAME w GONT. T I O WEATHER STIRITIIIG (SEE FRAMING PLAN) I � � 5 AINDOSEALANf BEHIND FLANGE a 1 © FMI5H COAT ���____ OF PLAN6ESEALANT BOTM 51DED b I qO STUCCO MOLD p I 10 O &LASS FIBER MESH COLOR GOAT 10 1 O 5 C T HERDER-SEE FRAMING PLAN 10 5 O/PRIMER ADHESVE I O O/BROWN GOAT 3 ___ 10 �N FIBER MESH O/PRIN®tFOAM TRIM = 5 II GOLOR GOAT 1 aaaa as as aaa D 60 MINUTE GRADE b'PAPER DO 12-MOISTOP FLASHING PAPER q O FOAM TRIM q &LASS FIBER MESH A O/EROFN GOAT O/PRIMER ADESIVE q C.ONT.SEALANT ppTil I COW.SEALANT 51DE5 OF FLANGE q b T W�p,O PARDEE 1a2 PARDee PLAN VIEW "/45 PAROLE IlvenS FAfWw 02n63+4 HEAD AT PURRED—OUT WALL 17 WINDOW HEAD AT FURRED—OUT WALL 13 VERTICAL WINDOW MULLION 9 WINDOW HEAD 5 HEAD AT DOOR SC,-LE.S'-V "" EXTERIOR PLASTER O/FOAM TRIM SCALE: 3'.1'-0' EXTERIOR PLASTER 0/FOAM TRIM SCALE: 3'.I'-0' EXTERIOR PLASTER O/FOAM TRIM SCALE: 3'.I'-0' EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"•I'-0' a a a a a a a a a a a OFRNOOH FRAME 4 5 lO—� O EXTERIOR PLASTER O/ Q w WNT.SEALANT WIRE MESH 2 BSNND PLANES a O T„OA ISTOP w�Ny ll.� O 12" MOISTOP'PLASHING 0 2 L'.l PAPER S� 60 MINAS GRADE 4 9'PAPBR D 30 HEADER-SEE FRAMING PLAN 10 U O4EXTERIOR RASTER S 2 WEXTE3RI-PLASTER O/ , r_ __ O WINDOW FRAME w CANT. I O O/WIRE MESH 50 ONE PIECE KILLED DOOR Z Z O/WIRE HEI,11 O I EXTERIOR PLASTER O SHIM SPADE {C O 2X HERRING AT b'OG. SEALANT BEHIND FLANGE 2 FRAME 0 Os 2X Pumme, i FOAM TRIM O 12'MOISTOP FLASHING PAPER yLO� 2 Q 7 (` �'W j O3 12'MOISTOP'FLASHING © O/BKOHN GOAT q 4 © �R II '+ 00 W 0. O PAPERTTRR��1M4I L_ 3O 60 MINIM 6RADE b'PAPER $ COLOR GOAT O WEATHER STRIPPING 0 0: '1! 0 I 4 O/B�RDYfl GOAT g r____ 0 . . . .. i 4 60 MINJR GRADE 9'PAPER .i____ D 6-455 FIBER MESA O/ D r J J LL 4 12•M015TOP FLASMRI6 PA I i O PRIMER ADHESIVE i Q�0 O WINDOW FRAME FV CONi. O r SEALANT BEHIND FLANGE O STUGGO MOLD i 4 8 0 PAPER 4 O WINDOYI PRAMS w GOHT. b tl �j SEALANT SE 4IND FLANGE b D 5 GLASS FIBER MESH O/ l O &LA58 FIBER P25H PRIMER ADHESIVE -� 60 FOAM TRIM 3 i ® 60 MINIM 12 w W 0 O/PRIMER ADHESIVE © COLOR GOAT 2 0/5ROY'N GOAT T I GRADE b'PAPER T COLOR CHAT q 5 O POST-SEE FRAMING PLAN 3 O GLAS5 PIDER MESH O T N N W O/PRIMER ADHESIVE II 2X FOAM TRIM �D 60 MINUTE&RAVE V,PAPER a 2X TRIMMER i 5 G O/BROWN COAT _ O b i I O CENT.SEALANT/BEHIHm O COLOR GOAT 9 y O O PLAN 9O (.ENT.SEALANT BEHIMm I WINDOW FLANGE 6 4 W q BEHIND SEALANT __ riINPOW FLANGE _ ___ __ ___ BEHIND WINDOW 22 � v J Q W I-4D FLANGE 5 2 4 9 q 1 � /RS PMRDEE 02-40 4 O O 611 II/20/00 PAROLE el�mGOo 12/p/45 PAROLE PLAN VIEW D3-4D �� Z JAMB AT PURRED-OUT WALL WINDOW JAMB AT FURRED-OUT WALL 14 CORNER WINDOW MULLION('POST) (11� WINDOW JAMB 6 HEAD AT SWING-IN DOOR ,Z as W 04 SCALE.S'•I'-0' 22 1 EXTERIOR PLASTER O/FOAM TRIM WALE, 3'.I'-0' EXTERIOR PLASTER O/FOAM TRIM SCALE. 3' 1'-0' exrecloR PLASTER O/FOAM TRIM SCALE: 5'.I'-0' SCALE 3'•1'-0' (`, W U' lO WINDOW FRAME O DOER V)(n o x w GOA RAME tT O DOOR FRAME 0 EXTERIOR PLASTER O/ W W ~ O OFARM(12'WDEI I p O STRITNG O 2X PERKING `� O PAPER I O * W 8 rM2 2 TgISTOF'PLASM 2 12''MOISTOP'FLASNN& EENTO rPLAS EXT.PLASTER O/ WIRE MESH I 60 MINIM GRADE&'PAPER 3 w 2 12.T-iO15TOP'FLAa111NG PAPER /� W g O cr 60 MRNITE GRADE __ ___ (SEE PRAMNO PLAN) (SLOPE TOP I/2') ® HEADER-SEE FRAMN&PLAN 8 y 3 WINDOW FRAME w EON(. Tit 9'IN'BR r , 1 SHIM SFA a 10 I O3 P (STOP FLASHING 1 O SHIM SPADE 1O O SAINDON EALANT ND FLAMM I SEALANT BEHIND PLANSE gy� � UI U O4 exremlOIR PASTE[ J '/_ __ O/WIRE MESH ( p TpFJTq"FLA5MN6 4 /HEADER-SEE FRAMING PLAN C •,_ w V 1 p 1 O PARR(12'ACV T O4 60 MINIM GRADE b' 5LOPE:1/2' O MILLED POOR O FOAM TRIM D ' J O 2X FIRWHS, 2 , PAPER �� gLpFRAME P�E 2 O/BROYfI GOAT ��Sxxff SHIM SPACE A5 REQD. II , 2 a QI (SEE FLAW 1 12' .1 O 9'PARR 60"M)Tff GRADE 6 1 5 WINDOW FRAME w CONT. 9 3 © DOOR (� pO GRACE'ICE R j (< &tAzc Ica. I O SEAL.AN'T DEI/IND FLANGE O YEATHER STRIPPING II - 3 O 60 MINJ'TE GRADE b'PAPER � 6FRAME E MILLED DOOR 4 Q d LAAMPt SHIELDAP FAPBR - -��-! I O WATER 5IHIED' O6 FOAM TRIM , r - O PRIG R AD�SIVVE O/ 2 r____ T DOOR 0 r' �.T O MRL S' 1 O/BROWN COAT r --- 8 6LA%FIBER MESH O/ D O 26 6A.6.1.FLASHN6 1 4 O PRIMER ADHESIVE O5 12"MOISTOP'PLASHING PAPER 80 WEATHER STRIPPING 12 � Z � �1 1 F-' a p+ O4 1 4 1 9O STUCCO MOLD i 4 I 1 T FMYWOOD BAGKINS S T `Iv) EXTWOK FINSM j O &LASS FIBBL I 5 O AT&RAGE'ICE R S vX 1 5 MESH O/PRIMER 6 - 00 by MINUTE 12 L bO EXTERIOR PLASTER O/ARE 57U.G0 MOLD 5 O WATER SEILD' S II 2X TRIM p 2 AVHEV 2 GRADE b'PAPER -- MES� (Sm MZVATIOW T 1 O COLOR GOAT a I I I 2X FOAM TRIM _ (� COLOR COAT L_'__ 10 COLOR GOAT 10 II FOAM TRIM 0/BROWN COAT T T 11 O/BROWN GOAT O E CENT.'ICE R WATER 4 O COLOR GOAT q O8 SEALANT BEHIND dl S 1 5 WINDOW FLANGE 6 12 P6ASSRLFIABEK�MIE511 O/ d Qb -� 6 S I � BEHIND WINDOW FLANGE q II 2X SOLID ELOGKIN& 22-40 OO�C M-30 T 11 { 7q�pp' W 1/20/ Oh7DOO II/20/00 PAROLE 112/6/r15 PARDEE 10/2•wM4 AAROR I2.YM5 PNRDK AS&,J NCF 1 g7 I/20/ MI anese 1 SILL AT PURRED—OUT WALL 23 DOOR HEAD 19 WINDOW SILL AT FURRED—OUT WALL 15 HEAD AT SHINS-0I!r DOOR WINDOW SILL (7 )) HEAD AT DOORnaaoeSCALe.S'• TIM SGALe:S•.1'C SCALE 9'•I'-0" EXTERIOR PLA97ER O/FOAM TRIM SCALE: 3'•1'-0' EXTERIOR PLASTER OVER FOAM TRIM erebY ''TI'O"ordina ( atl a g. EXTERIOR PLASTER O/FOAM TRIM SCALE: 3' I'-0' ap r Ten Ho the rcable Cit Ing Per �I tnd Is O 0 The Yagencies. 11 entling m (9 O 0 WARE M TBR ance OI wND01TFRAHE PProvaluo/these plan ny of Ea J c _- BEHIND FLANGE odes)nr Plan a emco J FQW4 60 MIKrMM*RAVE 2 FOAM PLANT—OHS # PLASTER NOTE: codes I re. anY vi I Itn Prag PP eh15 V)N M %pP6 O2 M015TOP FL/u•I/INS aulhorile to�I e. ryP pe 1 0(the pp P I hall b v or cancel I ume O PAPER 4 A S R"KTRAGTOR SMALL FVRWSH AM INSTALL ALL FOAM PER a Prorlel 1 give � E O 5 26 6A CpRR0510N - 26&A CNi WES SCR® O 60 mmm&KADE gLpPE:1"12' ARCIITBCTURAL FLANS AND PETALS WTN A DlNST'OF I b.AT a O4 FINISH GRADE 9 PAPSR (�--� .., SECOND PL40M LOCATIONS.AND 2 be.AT FIRST MOOR WCATIOND 5 SY06 '■. O >m O ZZ ,, (be.PER SGL 4W FOOT). FOAM SAFES SMALL BE APPLIED OVER THE � � HEADER-DE FRAMING PLAN O PEE AT MAR INS, O 2 O SEALANT � 5 '� OH BSA.TNG OR APFROV=MAL.•/�•VHMWV 5Y57M MPG. /� T SLOWNTRAGTOR SALL CON•O M PITH ALL MATERIAL AND INSTALLATION O WINDOW FRAME w CONT. L/ 2 60 MINIM GRADE 9'PAPER cm 5 1 51 BRICIc V[ImR 2 TApT�AM ,UNDER WCOR RAC SHALL OJTTANGeS SMALL SEALANT BEHIND FLANGE 2 r_ __ O3 DOOR FRAME w GENT.FOAM TRIM W 6 SOLID GROUT S TRIM OP LIM THAN TYELVE IW.M05(12")IN LENGTH BE INSTALLED. O FOAM TRIM O/BR0/W GOAT SEALANT BEHIND FLANGE 4 J O n OR NR xIu , 3 O 12'M7015TOP'FLASHING PAPER Z.r 60 MINUTE 64t4DE'D'PAPER 4 it = B. FOAM SHALL B!APPLIED OVER BKOrN COAT DY GOVBVN6 BOTH THE cc 4O 12"MOISTOP'FLASHING PAPER 4 O T O O GM�MS 1• FOAM NO EROFM COAT SAPAOE5 WITH AC ERNE.POAM JOINTS SHALL 5 EXTERIOR PLASTER O/WIRE MESH �to O^ .1 BE BUTTED TOGETHER WTH ADHESIVE AHD ALL JOINTS SILL RCCEWE 5 6 FOAM TRIM q 9 91 RY 1 A MINMRM 2'WIDE FIBBRGLA66 MESH OVER JOW. ADHCNE SHALL BE O HEADER-SEE FRAMIN6 I j 5 .I ALLOFED TO CURE 24 HOURS BEH'ORB F'OPOP"HO ADDITIONAL WORK ON PLAN T i O/BROM COAT I 1 M SOMMO FOAM TO AVOID DAMAGING THE ADIESVE BOND. REM•ORCIN6 O WBEMOLA86 MlSI IS TO BE APR®OVER ALL OF THE FOAM CONPOHlD+PS. O SLABS FIBER MF'JI ____ COLOR GOAT �SMALL NOT� WEN WEATHER TRTBRATU IS EXCE6D0 ID O/PRIMER ADII�NE 6 D D 6LASS FIBER MESH O/PRIMER q 9 ISSS r Olt 15 LESS THAN 40 DC&IRG`S FAH REN EIT. O COLOR GOAT AD/ESNE D .. - COHTT.SEALANT BOTH SIDES O SIB OF F E SEALANT H W �44 ��II-III==u OF HWNOOW FLANGE AT HEAD 1p co to oW2-40 D2-Dr„AIL W,-9D11/20/00 IV20100 PARDEE FIRE@ 4nNg4 PARDEE 4/20.M4 5 WEXTERIOR PLA5TER WAINSCOTSILL WITH BRICK VENEER 16 STANDARD FOAM NOTE 12HORIZOrrrAL WINDOW TRANSOM $ +� AT SLIDN6 DOOR m Qtu SCALE:1 In•.1'4 24 (201 xN.E:S'.I'-O' EXTERIOR PLASTER 0/FOAM TRIM SAALM S'.1'-0• EXTERIOR PLASTER OVER FOAM TRIM SCALE 3'•V-O" o l I RYYbQC 1lIIA'LOOR /,�,,� 3'HA%. 1 1/3'MIN. \J I� =2 SYMNSM(MIN 3) O STEEL XAN&LE�LOB O OR PER UNL.307E ALLCS9 OS IIO VOLT ELECTRICAL OUTLET O MIN.26&A.6.1.(1)PIECE FLASHIHb I �9N� 2 3/4•FLYIND TREADS 4 RISERS \/ O6 5/6"LD%PLYWOOD 3 PROVIDE ME.AT EA. (1 1/4'MIN) f J d 2)42 STRIN6E4S(mm S) O PI TP IDS 4 RMM d'IN Sag O (3J 9/O"DIA.CARRIAGE BOLTS M O 5-CDX X 24"MIN.WIDE PLYWOOD LEVEL WORKING PLATFORM EXTERIOR FINISH ENO MITER CORNERS -20'-0'MAX TRAVEL FOR ENTIRE LENGTH OF UNIT Q Q 4 will TTPE'XSGD(Y1R7 RE61b) 9O SHOVEL FOOTING DISTANCE 3 IX CONTIN10115 O �- O YIOOv RAIL W !+ 1 TId'MIN. (U.N.O.) O 2X4 THI"T P [D 3'CONCRETE FRAMING MEMBER Ab LATE ANGNOR O O 4 RETE EMBEDMENT 9 LIGHTING FIXTURE CONTROLLED 4 DIA.X 2 I/2'L 1 Z S DQIBLE PLR JOIST oft IOR W SHOT FIND AT 24'OL. O O SWITCH LOCATED BY ATTIC ACCESS S (Bee FRAMING FLAW T BOLTS AT 46'OO. �J 8 W2'DIA KA51olD. O 2X4 P.TD.F.ST1/D 6 2X C141TI1 G/OR HALL (ME III MALL AN 4O FAV SHALL BE LISTED FOR INSTALL- OS 3X SOLID--I- OS METAL BRACKET a a a a NOTED ON POIMDATION P/VU L O6 2X4 1-7.D.F.PLATE U ATION IN ATTICS AND ON COMF,RFT- PLAN VIEW (� 7 V2'6YP BD (NOTCH AROUND STEEL ANGLFJ ABLE FLOORING-IL LEARANCES SHALL O6 2 LAYERS UNDBRLAYMCNT O6 2X BLOGKINS O 4X NDR OR YIIil 1"NOSING 6 BE AS SPECIFIED N THE L15TING (30 lb.A.S.T.M.FELT MIN) O INTERIOR FINISH 3 W� 10.. MIN. (U.N.O. O APbB eTTEENSHEATHISHEET06' OAPPROVED METAL K-40W io •5---j �'1 2 3 4 (SEE STRUCTURAL NOTES) 5 f 5 7M 8 D'AIPER GRADE 9"MIN.RISE 4 "-j X Fr 2 i"NOSING i �� O 4 CHIMNEY STACK 2 FRAMING MEMBER REOVIRED HANDRAILS AT 6 Q 6 7,0 I I 4-TILE 6" STAIRWAYS SNARL BE CON- 6IN5TALL b III \ IC STUD SPAGIN6 SADDLE J OF THE STAIRS AND MAY BLOCK,WERE 2"MIN. TINII THE FULL LENGTH 1 a a a a a a a a a a a T EXCEEDS 16"OC. BE INTEW.PTED ONLY AT A S 4 \ - 1' LANDING A9 DEFINED IN UBG O 1003.39b 4 100B331. � I II 36 6A.61.SADDLE T B 2 IL_J _I— — '� r m ' 3 I � �----�1 MEETS 20d LOAD REGA/IREMENT9 � `� RR IWl U.B.G.TABLE 16-D /1 1 St-SC s—05/11 MOO 6 M/2O/00 PARDEE D/26M5 `�� 1/6/69 $�11/92 STRINGER o WALL (21 STRINGER a FLOOR (17) PONY WALL REINFORCEMENT 13 HORIZONTAL FM 9 HANDRAIL DETAIL W/ V NOSING I.V2'•1'-0' W/ 1"NOSING 1.1*'.V-O' SCALE: /2'•I'-0" ATTIC INSTALLATION SCALE,1'•I'-W SCALE,1 1/2--1'-0' t2uqqqqN O 3"DIA.CONCRETE FILLED MORTAR BED W O PIPE COLUMN I PLYY4DOD SgBPLAOI4 O METAL LATH EASED ED6E5 O a°CONCRETE SLAB 2 W4'PLYWOOD TREADS D RISERS O IX WOOD BASE P ,^ ' Q O DOABLE 2%4 PLATE V it it 5 DBE JOIST OR KADQ O3 3/4'PLYWOOD 1 3 g D O 2X FRAMING AT 16"O,C 3 0 O CONCRETE PAD W T4 APPROVED METAL N4d46M Oq 2X6 PLATE O DOOR 2 O /3'GYPSUM BOARD 5 2 5 2XI2 STRINNERS(MIN 3) SEE b s V2-COVE MOULo OS 2X6 FRAMING O2 WEATHER STRIPPING 6 O Ir O6 WALL FINISH RAN Ob BASEBOARD FW 2 O BITRUEMINNOUS COAT N5 ON O 3 r 10" MIN. (U.N.O.) O CERAMIC TILE THRESHOLD FOR SEPARATION n 1 30"LONG 3"X 3"STEEL d' FCCiii OF ALUMINUM 4 CONCRETE OR 2 ANkSLE^/12'EMBEDMENT INTO D OMORTAR BED W/ OTHER APPROVED MEASURE TO \� CONCRETE(WEERE OCCURS- W y METAL LATH R BOND I5OLATF_/PROTEGT PER UBG \ II SEE FLVI.O.PLANS) 2 COAT OR ADHESIVE 1 2004.3 3 \ 4 O 0 X O 4 ( O (2)3/8"DIA.CARRIAGE BOLTS 1" NOSING 3 4 SEALANT THRU 5TUD TO STEEL ANGLE n 11 W OS CONCRETE SLAB q P 'd 2 a O6 GONGad lRETE STOOP 5 3 e L1� Ld F W 5 4 6 O 2X P T.DF.SLEEPER iv X 6 3 Q MOTE,ALL JOINTS W U of r I IN SADDLE TO BE Ny J N 3 SGLDERED T N J 1) 5 ._p p 4 1 5 MI-1A SI-2C MI-16 DI-IOD RI-26G SI'39L 0 I/20/00 1/6/89 PARDEE 12/2/Pb PARDEE 1/16/46 PARDEE 0/3/`a PARDEE 5/16/80 Z J BUMPER GUARD/PIPE COLUMN 22 STRINGER a HEADER �$ KITCHEN BAR DETAIL 14 THRE�_�I'IOLD AT 5wIN6-IN DooR 1Q CHIMNEY SADDLE FLASHING DETAIL 6 STUB WALL W/ WOOD GAP (2� a SCALE: /3"•I'-0" ^/CERAMIC TILE SCALE, /3'•I'-O" AT ANY CHIMNEY 34'OR WIDER SCALE: /2"•I'-O" 9CnLE, /2'•I'-O' W W/ 1"NOSING 1.1/2••r-O• Ar FIRST FLoort SCALE 3'•I'-O' Z t 1 APPROVED MANIFALTLRED TI1B 08 CERAMIC TILE OVER LATHYF�DO� O ROOF LAP W BALKORAFT DAMPER O INSTALL'MOISTOP'FLASHING rl /JY BALUSTERS: (1 1/4'MIN) 2' NpIE,CAULK BETWEEN AND MORTAR BED O DOOR SILL-PROVIDE BITUMINOUS COATING PAPER(4'WIDE)IN ORDER 2 5/4'PLYWDOD TREADS RN.iCRS PROVIDE MIN.2 BALUSTERS ON SILL FOR SEPARATION OF ALUM.t GONG. O2 ROOF LINE A5 SHOWN BELOW M0157OP'AND FLANGE F- z 3 SEALANT AT JOINT MAX. O LINE OF FLOOR ///��� PER TREAD AT STAIRS (OR PRESSURE TREATED SILL LET IN TO ALL FOUR SIDES ON 2XI2 STRINNE89(MIN 9) BALUSTERS SHALL BE DESIGNED O ./� / O Q O LULL N05E CERAMIC TILE TYP. ♦SPACED 91KH THAT A 4" SLAB)OR OTHER APPROVED MEASURE TO 3 2X,,FRAMINS - IC 2 CAULK BEHIND FLANGE ALL ALL EXTERIOR HALL R p 10 PAPER BALKED METAL LATH 4 DOUR!FLOOR JOIST OR HEADER 150LATE/PROTELT PER UBG 2004.3 FOUR SIDES WHERE OCCURS PENETRATION W 8 O4 WA II DIA.SPHERE CANNOT PASS IL p p MORTAR BED OR PLASTER S SII'rSON TFWI3 T1rl/S5 NAlI6EE THRCU&H AT ANY POINT O CONCRETE SLAB 4 FLEXIB DRYERLE CONNECTION Og VENT w iD O Q OF ARIS BELOW TUB 1 10" MIN. (U.N.O.) 3 GONT,IX WOOD CAP _- I_____ O 2.cxAT 16"10 E STL O I2 O3 SEALANT OS RI VENT THRL ROOF OD%.TOP RATE O4 IX2 REDWOOD O6 6.1.REVERSE TEE-- , 1 � IS Ob 2X TOP 4 BOTTOM SPACER -� 1 W - PLATE(P.TD.PJ X O SILL PLATE (WHERE OGGUR5) O �I---- {\ J m T G.I.CLEANOJT BOX < 3 2 ^/ACCESS DOOR ----- CAMP" a O O/LNDERLAY 1" NOSING s O INTERIOR FINISH O5 2X P.T.D.F. F ti Q A 3 SLEEPER fri Q 1 C� 3 2 a0 O6 OR SMINMRSLOOR.JOIST 2 3 2 0 eb] !P+ O 6 O OR TREAAOOOD SUBFLOOR 4 p [[[W��� p ^ X ^ Z cC8 Z F Gb. b O SIMPSON FHA&STRAP MULTI _ d 3 10 PLATES T06ETHER AT 12"O.L. o 0 10 4 ° STAGGERED EA.SIDE _ Z ____ I O O5/8'DIA.X B'LONG LAS 3 T SCREW AT 12'O.L.STP RED 5 2X RATE AS REGO ❑^ 1 4 S O SCREWS AT 8'0.6 STAGGERED. 1 ZY -III III MIN.3'PENETRATION INTO - I—I I -III=I ALL LOMPONCNTS ANDINSTALLATI II FRAMING. COUNTERSINK a p OMPLY W10N5 SHALL a 1 ACi nOVED R PLUG AT LAP. GLUE AT A DI-31c 51-3C �18 ETE T IX LAP << EXTENDED SILL W SPAGEI CmzREOL 043, of FOR PERMiT SSOC TSUA E O I1/2/92 1/6/B9 tl1 PARDEE lD/IIS/P6 10/DB/02 PARDEE SCCTT FAZEKA S ,INC, fl4 PARDEE\023-99100 II 2x PLATE AS REOM11REv TUB 5+40MR ENCLOSURE 5TRINGER a HEADER TYP. SILL-5LIDING DOOR DRYER VENT THRU ROOF TYPICAL FLASFIINb AT 6J T have been re c gg��fo tl 13 HANDRAIL 11 7 _0 1 erence IO the AT CARPETED FLOOR SCALE: /3'•I'-0'(2.3 / �� SCALE: "•I'-0' hereby O Lfl Au horlZellon Ia W P'NOSING I.V2'°I'-O' AT FIRST FLOOR SCALE:3"=1'-O' Y 9r o Issue a uil 2 10 9encles. P mit Pending O O Qa O APPROVED MANUFALTIRED TL8 4 LINE OF FLODR I 4'FLYWOOD TREADS 4 RISERS O FINISH GRADE O ROOF FRAMING O 6.1.LONE,SOLDER O ROOF FRAMING 9O 6.1.a61E.gOU@DCRe Or Qrd nting of a 3 TO BASE FLA5HIN6; TO!ff> d-y�'� n� r t basatl on J W Q 2 SEALANT AT JOINT 10 LATH AND MORTAR BED AT PONY WALL 114WT.2X PLATE 2 EXTERIOR PLASTER 2 ROO SEATHING^/ImCAIA.K CONT.AROUND TOP 2 ROOF 5HEATHINS W 1/D' TQDPanotO O O vean a nstrued to (n O/WIRE MESH GAP BETFCEN SHEETS GAP BETWEEN SHEETS Y vlpermi n O ih applicable `BULL N05E CERAMIC TILE ttP. II MORTAR BED OR PLASTER PLYW7 SI.BPLOgIR 8 3 (SEE STRUCTURAL NOTES) O TYP.VENT (SEE 9TRLGTURAL NOTES) 10 B' rl or o rtlionance. NO permit WOF PARIS BELOW TI.B 1 Z 36 bA.CORROSION- D 0 ty I I or cancel Ifle pr SU ed f giveTEMPERED GLASS SHOVER 2XI2 STRIN6CI S(MIN 5) q RE515TANT VEEP SCREED 2 O NOTCH TILE TO ACCEPT FLASHING 6 3 NOTCH TILE TO ACCLTT FLASHIN6 coda3 Shell be valitl Pr VIB n4 Of BUOh ENCLOSURE INSTALLED PER MFR 12 ACRY-[6• VIER PAN LINER 10" MIN. (U.N.O.) II VOL JOIST OR BLKN O PRESSURE TREATED O SEAL PIPE TO BOTH FLASHING O4 SEAL PIPE TO BOTH FLASHING O 5 3X CRIPPLE 5TVJ5 13 MORTAR BED DOJ6LA9 FIR SILL PLATE WITH ROOFERS MASTIC,TYP, WITH ROOFERS MA5TIC,TIT. m< AT I6'O.G. 4 O 60 MINUTE bRADE'D'PAPER O 1 LAYER UHDERLAYMVNTMIN O5 LAYER SLNVEKLAY14ENTMIN T W U Ob 2X TOP 4 BOTTOM X 2 I-Na.A..S.AT FELT MIN) 2 L lb.AS.TM.FELT ROOF PLATE(P.TD.FJ 4 1"NOSING 4 Ob FONT.'ROPE'GAl1LKING 2 LAYERS AT LOW ROOF 4 4 i 3 LAYERS AT LOW ROOF 4 4 RY =f0 M 5 AND LAYBAGK AREAS ,,� AND LAYBACK AREAS � /D� �I+JI I T BI TVTHANE - T CONCRETE SLAB. ,_ %i (D J_W N T WHERE OLG/RS 6 LEAD OR OTHER TYPE FLEXIBLE - b 5TORM COLLAR-HAND FORM OB CERAMIC TILE S IS - 6 O O FLASH INS^/MIN.9'SKIRT AROUND& C���''' O TO TILE SHAPE i CRIMP OVER L" '' ,_ 3 Z a 3 2_ 3 ROOF PROJECTION.ATTACH ,1 ' Te'VENT b �1 L O Q^ Z F TO TILE W ROOFERS MASTIC '1 1`S,- 1 cc 00 Ln O 6 13 2 S °1 p IL"I -1 1 O B�INbGOLLAR 1 0- D OJv O b.l.BASE �O HANDAL5 SHALL BE CONT14.0 IN SET AST) i y Op VENT LAP - 3 2 R THE FULL LENGTH OF THE STAIRS P 1 t I b J S J 5 to PER C.B C.10039.3.6 AND SHALL T BE CAPABLE OF WITHSTANDING A T 4 LOAD OF AT LEAST ZOO Ib6. 5 APPLIED IN ANY DI REGTION AT 1`r' 5 T 1`I' \ 1•• 5 19 ANY POINT ON THE RAIL PER 5 Y - 2 1' 2 G.B.G.TABLE I&HE I 12 GUARDRAILS SHALL RESIST A LE lb. p C)O II 9 PER LITCAL FOOT HORIZONTAL INSTALLERDE�PER O BE :111= "111 vl FORGE APPLIED AT RIGHT ANGLE I ®1-4C TOTOP RAIL PER CDC.TABLE I6-D. IAC/C 250i.S 5 5 IT\� r. DI-16G S 52-110 T3-I0 RI-4C RI-4L =x F 10/ZIN1 1/6/39 10/I6/03 II/20/00 PARDEE 1 5/ITHS PARDEE PARDEE\023-9910D 10 5/ITMS Q V=S S • TUB/ SHOWER ENGL0 RE STRINGER o LANDING 20 RAILING DETAIL 161WEEP SCREED AT CONCRETE SLAB Q21ROOF PENETRATION DETAIL 8 S' VENT FLASHING AT TILE ROOF 4 g m Q SCALE- I/2'•I'-0' �� TURNED—LS AT RAISED CURB SCALE:3'•I'-0' 9CALE�3'•I'-0' (CI I MBIN& \/ENT1 BARREL OR 5 TILE SCALE,1 1/2'•I'-0' BARREL OR 5 TILE SCALE.1 1/2'-- O' O W/ 1"NOSING LV2••1'-0' 1�I�Nr6J I\v 1/�I\ / O SLIDINO DOOR FRAME O 1lADeR O4- IN,MORTAR CLOSURE AT O WLL2D STOP W/CONT.SEALANT (SEE FRAMING PLAN O 26 6A.6.1.FLASHING 4 GOJNTER PLASHING ENDS 4 TOP OF FALL IF BEHIND FLANGE MIN.SLOPE 2.12) WALL 19 NOT 6ROUTEDSiO S 6ROVT OR AIR SPACE 0PLYW W PLYWOOD SHEAR ALL 00 NIlr IM MORT/61) 2 O MOISTOP PLASHN6 (gee FRAMING PLANT � O SCUPPER AT SAVE(MIN.4'X 4") O PLYWOOD SHEATHING O EXTERIOR FIN15H PAPER(12"WIDE) OS LINE OF FLAT VALLEY SI 9 VENEER ANCHOR-PLACE D BRICK VENEER (IF EXTERIOR PLASTER, O O OVER WIRE MESH) 1 O DD MINUTE GRADE ANCHOR ON QI.OF 9T1A D'PAPER S 4 MOIER(1 FLASHING 4 LINE OF SLOPN6 VALLEY f1ELOW(AT YIALU O 0 bA.wIRE(Lour) 2 60 MINUTE SPEC b'PAPER 01 EXTERIOR FINISH PAPER(12'WIIZe) Z O (])PLY 60 MINUTE GRADE D'PAPER O EXTERIOR FINISH 4 O EXTERIOR PLASTER, 5 POOP SHEATHNG 3 2X BLOCKING I b OVER WIRE MESH) 2 5 DW MINIM'PAPBR 6"AVe 1 WIRE HOOK O 2X TRIM 1 O HEADER- 5 1 2 1 D J 2Xj z 4 AT 16"OL.(A5 REQUIRED) 04 2X TRIM-SEE EXT.ELEVATION (SEE ELEVATION SEE FRAMING PLAN 1 }V� SLOPE 3 I 06 EXTERIOR UI FINISH }} DERLAYMENT MO IIIAS.T.M.PELT MIN) I O HEADER-5EE FRAMING PLAN �— O 2X BALKING OR PLYWOOD I 03 60 MINUTE GRADE'0'PAPER b ! I 8 GONTINU1dU5 MGKIN6 b SHIM SPACE ICE 4 WATER Si 1 4 WINDOW FRAME W/CONT. 5 i 10 10 DACKINO AT ORALS 8 1 8 T 26 6A.G.1.FLASHING S30 Ib.SWEAT SHEET 3 2 l DOOR FRAME 7 NON-HARDENING (Si ELEVATION , UNDER FLASHING SEALANT 9 SEALANT BEHIND FLANGE gI,OPE O (S TRM I O O OS MI 'MOH CIA.1 FLASHING PAPER 1 MIN.36,WIDU 4 O DOOR 5 I 0 b O SPACE ICE 4 4 q b MIN.26 bA.b.l.FLASHING IO WI SEALANT 6 O WEATHER STRIPPING 11 26 HEADER E O.I.FLA5111N6 2 1 2"XI 1/2"W/LONT.SEALANT BEHI T 5 WATER Si I Q T 10 MIN.26 bA.b.l.FLASHING , (9K F�RAMIN6 PLAN) 5 0ELEV10 B SINS, T 6RACE WOOD 4 1 2X TRIM-SEE EXT. _ 3 2'XI 1/2'W/CONNT.SEALANT BEHIND 6 O IO 0 GRACE'ICE AND WATER'SHIELD 1X 'ICE/PATER SHIEILO' q 10 O 4444 4444444 b GRACE'ICE 4 1 (] g II 12'WIDE GRACE"ICE WARP SHIELD i Oq NON-HARDENING,SEALANT , p✓C•7 1 7 i 5 AND WATER SHIELD' � 4 a� W \ 6'FROM ENDS , 3 \� 1 TOP OF WALL D S O-U!D D2-SD WI-TD OI-9D I�II�IV-IN)IA�SIVL� {dW SIVY PARDEE ( TnIN► 11/20/00 PADEE T/ISMS II/20/00 HEAD AT SWING-IN DOOR 13 SLIDING DOOR RAD HEAD •CAE: wlT DETAIL SCALE. 3".I'-0" 5 GARAGE DOOR HEAD xAE, J51N WITH 2X TRIM SCALE:3"•I'-0" a a a a a a a a a a 5 NN SLI 6 O PREH30RE LEAD HOLES 0 WD 0 CONT.SEALANT (SEE FRAMINGFLAW SECTION A-A M-6 OR WIM'PIA.DRILL BEHIND FLANGE I 1 FOR 010 X 2 1/4' 2 (SEE FR p SHEAR WALL ROUND HEAD,&ALV.,WOOD O MOISTOP'FLASHING O EXTERIOR FINISH (SEE FRAMING PLAN SCREWS 0 WINDOW FRAME W/LONT. PAPER 62'WIDE) (IF EXTERIORW RE _SH'PLASTER, DO NOr HAlT�R-SC4o IN SEALANT BEHIND FLANGE IO O 60 MINUTE GRADE O 2X JAMS TRIM 2 GRACE"ICE AND WATER"SHIELD BUILDING PAPER 2 2X TRIM-SEE EXT.ELEV. O MOISTOP'FLASHING OLOCATE VENEER ANCHOR IN 1 yV0 1 0 3 60 MINUTE GRADE D'PAPER 3 PAPER(12•WIDE) 3 T 10 9 D 4 5 6 ] 2 3/6'MORTAR JOINT 3 74015TOP'FLASHING 1 4 2X TRIM p pp PAPER(12"WIDE) 1 (SEE ELEV) O 60 MINUTE&RAVE G OBRICK VENEER 4 4 1 S _.DER 6 4 SEALANT BE ZWFLANGET. 1 'D'PAPER 3/D' O2X TRIM-SEE EXT.ELEVATION 1 0 H3 q' 0 OF BRICK W.Mil AT� 2 5 HEADER-5EE FRAMING PLAN 1 5 (See FRAMING PLAN) I 5 O EXTERIOR FINISH a O 12"MOSTOP'FLASHING PAPER J (1/a-MAx.DEVIATION 4 I O6 SE µRDENIN6 4 O NON-HARDENING T r O SEALANHARDENDIN6 �C FROM IL OF WYTHFJ Vb SHIM SPACE 1 SEALANT 3 3 1 T GRACE'ICE 1 2 6 I O 3/4-KEY AT EXTERIOR ���-- ---------- ---- p" O DOOR FRAME I 6 0 WATER SHIELD' 3 O &RAGE'ICE AND WATER' 1 PLASTER.NON-HARDENING SHIELD 1 SEALANT AT SIDING +EJ O DOOR 2 O WINDOW FRAAL , I O 3/4"KEY D I G 9 WEATHER STRIPPING W/BEHIND SEALANT 1 I 0 (SEEI ELEVATION) 1 BEHIND FLANGE 5Tyy SECTION IO RDENIN6 1 q 1 2 1 10 &RACE'ICE. SEALANT 1 1 I PATER SHIELD' O •� 6 AtrA4 R lrAGRIM. T S 1 6 I I KBACKING,&AT�EYYIPDD 6 P5 SOLID bROUTiIJ- AIR SPACE- 4 'ICE/WATER SHEILD' I SCALE:NONE 16'O.L.HORIZ. 1WO .HORIZ. Q ID'O.L.VERY. 12'OL.VERT. IL (� VI-IC DI-IUD D2-6D WI-ITV 61-40 09 (� J 'A' 'A' 11/20/Op PARDEE 1/ISA6 11/]O/00 PARPEE IAWgb 11/20/00 Z ar AT,N n TYPICAL 4" VENEER CONSTRUCTION (18 TRANSOM AT SWING-IN DOOR 14 SLIDING DOOR TRANSOM EJAMB DETAIL 6 GARAGEDOOR JAMB2 w rc9GN.E'1 1/2'+I'-0' WITH 2X TRIM SCALE 3•I'-O" WITH 2X TRIM 9LAE:9'.I'-0' WITH 2X TRIM SCALE: 3'=I'-0' WITH 2x TRIM SCAE:9•I-O W 4 U 1 F O 26 6A.6.1.FLASHING SET IN MASTIC O HEADER 0 EXTERIOR RASTER ^ 0 LONT.SEALANT 3 RETURN IMP PALL MIN B" (5EE FRAMING PLAN) O/WIRE MESH '6�y Q�O BEHIND FLANGE _ z O BRICK VENEER O PLYWOOD SHEAR N) O 60 MINUTE GRADE (5EE FRAMING PLAN) 5 D'PAPER T O P'FLASHING 0 p 6 O VENEER ANCHORS AT OL PAPER W. 6 'SLOIPE' PAPER W 0 4 MAX.EACH MAY.PROVIDE O 2X HEAD TRIM D O 26 CORROSION GNEEDED. ON �1.,12 W O BLOCKIN A9 NEEDED. 6 RESISTANT Y'EEP SCREED O 60 MINUTE GRADE OIt N019TOP FLA5H11N6 6 ///'''��� 2 q (2)PLY 60 MINIM&RAVE D'PAPER I PAPER(12"WIDEJ FINI5H1 GRADE 4 2%TRIM W / O F1NI5H GRADE SLOPE:1.12 OS 60 MINUTE GRADE , 5 2X PLAT PURRING (See 0 (See ELEV) b'PAPER 5 10 60 MINUTE GRADE b'PAPER (SEE ELEVATION 0 D WINDOW C POST FRAME W/ ONT. _ 5 W o O 2 0 Q J V b ex-It-FINISH WINDOW FRAME W LONT. < S SEALANT BEHIND FLANGE (SEE FRAMING PLAN a A O $OLIO GROUT OR AIR SPACE 1^ SEALANT BEHIND PLANSC LEEI �1 Q / D E%TERIOR PLASTER O/WIRE FESII i 2X TRIMELEVATION i O M019TOP'FLA911ING 2 O 2X TRIM-SEE EXT.ELEV. 6 O µHARpENIN6 W O ------� O PAPER(12'WIDE, I O 60 MINUTE GRADE'D'PAPER 0 = 0 O ]X PURRING i 4 EXTERIOR FIN15H , &RACE (IF EXTERIOR PLASTER, 2 1 Z O (SEE ICE 1 O GRACE'ICE 4 WATER SHIELD' 0 OVER WIRE MESH) ; PATER SHIELD' Z v F T� FFy�'II LAP PAPER MIN.3" W al Him[ I 4 0 ✓Y'TER SHIELD' 1 f O 2X BACKING OR PLYWOOD 11f Rpp III 12 5 I BACKING AT ORALS OS 12 MOISTOP'FLASHING PAPER 5 T 10 BACK ING�E MOOD 4 'ICE 1 WATER SHIELD' AT $ 3 O NON-HARDENING r l I' PATER SHIELD' i SEALANT 1 VARIES(SEE PLAN) xs,�Umir I. aC C 5 11 26&A.6.1.PLASHING I O 3/4"KEY I1�� I�C E 12 IS TRIM,CUT TO PIT T _ _ _ _ 4 1 5 IJI� 0 C — v. -' (5EE ELEVATION i IIII—IIII—IIII P O SHIELD'ICE AND WATER' 3 PLAN VIEW STYLE a STYLE O STYLE D 9 l-l1 II=IIII=I11 —I=III o RI-465 VI-2L 62-ITV _II T31C WI-DD W2-6D W20/00 STYLE A 11/20/00 II/20/00 025-0102V-1105 D45-0I PARDEE T/IS/,b II/20/00 p 6.1. CRICKET AT ROOF TO WALL 1•.I'-0" 2- BRICK VENEER (PARTIAL HEI&HT)112.T-0• 19 6ARA&E DOOR HEAD �, E 9.,1'-0' 15 EXTERIOR PLASTER WAINSCOT 11 SILL DETAIL 7 POST APP IV Allh E AT-FLAT VALLEY" 9G/'LE' /2`.I'-0' WITH 2X TRIM SCALE: 3"=I'-0" TRIM S5ft4�!( EIG4§8 SSO TE ,INC. r7 o a O GRACE'ICE/ 0 SYNTHETIC STONE O POST O WINDOW FRAME W/CONT. IS O IV COP/FRAME T DA E O m These plans have been reviewed for ad rence to the J 'A w applicable codes and ordinance. Au ori-tion IS v, WATER SHIELD' 2 VENEER (5EE FRAMING PLAN) 3/D" SEALANT BEHIND FLANGE 14 I BEHIND FLANGE SEALANT O60 MINUTE GRADE O BROIW COAT 0/ O PLYWOOD SHEAR WALL O 6RALe'ICE 1 WATER SHIELD' 19 her bulldin p mit pending J D'PAPER S SCRATCH COAT , (SEE FRAMING PLAW LAP PAPER MIN.S' z O MOA IST PER(=FW�IN6 approv I b al pith a le CIt agendas a O EXTERIOR GRADE T O 60 MINUTE GRADE O 2X JAMB TRIM O M019TpP'FLA$HIN6 PAPER T q 9 r= N N 4 M019TOP'FLASHIN6 4 60 MINUTE GRADE'D'PAPER B Btu tDN1G the u nC Or grantingof t based on ppO PLYWOOD b MINurm ppp> 2 O 13 5 b O permit Ir f )rove any ;hall t e oapplicable W O J 01 O strued to 2X FRAMING Z O 26&A.6.1. PAPER(12'WIDE) o or r a o O r I] I PEEP SCREED O IO T , 4 5 S 26 6A.G).PLASHING 0 F p s ed to e T a p ZX TRIM codes r In nNo Permit y m r1 0 SEALANT BEHINDWFLANSE 6 , (5EE ELEV) r y plate or can el the p Vi Ons of such W 0 0�,E MESH TER /EVE S MIN)1— O 05 FINISH GRADE S 5 P. PAPER GRADE 3/D' O 2X PRAMING W/STI2 b O HEADER 6 BOAes al be alld. _ ] AT 16"OL,TO LEDGER O 2X TRIM-SEE EXT.ELEV. O IaRgHI(We b EXTERIOR FINISH I 4 (SEE FRAMING PLAN) (n J BELOW 1 O ]X TRIM(SEE ELEVATION) ' S I W J W 11) FRAMING FLAW 4 , 2X TRIM I 6 O 6RAGDE'ICE AND WATER' 3 ; O NA_H HARDENING a 7! Z O2X SACKING qR PLYWOOD (SEE ELEVATION) O 2X LEDGER W/112"6 X 5' V BAGICING AT tNRAGE 5 I LAG 5011 AT 6'OL.. 4 "MOISTOP'FLASHING 4 1 2 O Q 'ICE 4 WATER SHIELD' b 2X(SEE PLAN FURRING -----«--J 9TA66ERED MIN 2%4 SPACED DECKING PAPER 2'VERT. II 0 12 1 O &RAGE'ICE 4 1 ICU (p O� O PAPER ' W &RACE'ICE 1 ATER SHIELD' 3 pD In O 12 O POST(SEE FRAMING PLAN) . O G b i WATER SHIELD' 10 EXTERIOR PWTM O/PURE MESH ;r 2 ONON-HARD ENINS SE 1 1 6 1 t O NON-HARDEtNDIN6 ALANT 2BAGKIN61NS D SEALANT 5 i II 3X AT 61l BALKING OR PLYWOOD 'ICE 1 PATER SHIELD' IT 16 O 2X TRIMMER 6 1 BALKING AT&RAGE 1' O HOLD TRIM BACK 3/0'W0—j b 5 'ICE 1 WATER SHIELD' 12 3/4'KEY 10 4 11 9/4'KEY AT EXTERIOR 19 FOAM TRIM,SLOPE TOP MIN. SEE PL.NN 2 3 4 b Z ] 9 4 PLASTER NON-HARDENING 3 ] 2 W PGF)O/BROPN GOAT SEALANT AT SIDING SEE PLAN ®� LO 19 2X TRIM,GUT TO FIT (9'MIN) 14 O�A�H From ADHESIVE Ib GUT DRIP /00 1 I I 120 (See!L ATIOW 6�/00 IS DOLOR GOAT IT SHAPEDEo ACH9I�L 1sI PARDEE FRONT .1-24 C-5/00 V 2 x SLOPING EXTERIOR PLASTER WALL•-0 24 SYNTHETIC STONE APPLIGATIONAE,9•.1'-0"(2� GARAGE DOOR JAMB SGAE 3.1_0" 16 WOOD POTSHELF WITH CORBEL SCALE.1/2"+I'-0" 12CORNER MULLION(LOST) 8TTiAI�NJL/M SLAE:9".I'-O' 4 O U AT CONCRETE 51 WITH 2X TRIM 4 TRIMMERS 5CALE: 3"+1'-0' I 2X7 ELOCKIW O 2X2 TRIM O �w FELT 2•PEAT O SHEETS Q D7161IV IW GAF W.. O 1J1'716t�APOD IMM. 7O r•C FELT DOOR 0.1.ORIP OI 26 M 01.M AO~ O LRDIRLAYMOfr(s0 b. (SEE CLEVATIOW O JOW (MM.SLOM 2.t2) AS.T.M.FELT MIX) 3 DO TRIM 3 5/6•IC!CC% &MINH R S O R IX G t`EM E.EVATIOW O (S TRIM 1 O SJD"TH CCX Ef70RI HA R0000D y l/ 3X OTW6 A,16'OL. SIIATINW AT OJOYWN OR I%SNIFLAI O TROOP SIIATMW W VS'6.V QTF!!/1 2 Q 3 SCUPPER AT MAVE T o J SMSM DIVORTOR 'VO[ OCT.F NIN O/•O MINV2 DRADE V' OS 2%FADCAA W TRIM OVER MOTIMW W A 'V[ S 2X MR6E(SR ELEVATIpU (SS ELEVAnOIU dCATINNb AT OV001NM OR IX SIMPLY OICiS 9TIC.GTLRAL 3 LIIE Q MT VALLEY SE.OW M 30 b.3FlAT DUET EWER 4 CXTEVOR MOOD$IDRN ' S FROM O CAVE MOM 0 (r'IOrGN AT I.POKOVf'y TMMES OR RN-Taft(SEC FRAMRN) PAPA 70 UOERdDE OP S1lATIMN• ELEVATION N(OPT.DEADEYE ,O NTM PMen NOLC I Zy FLASH"(MIN 361 now 4 SCN.INT O I LAYS!UIOOMLAYMM 00 b. DELETE U(AT EMITTER COW. 4 UM OF SLOM"VALLEY SMI F" S M O 2X4 LOOKO(RD MT AT 24.O.C. AS.TM.FELT MW 6 O .>eN�NT S CLN.RAIKL POPE 1W INS „J 2X 0.0CKM6 P'.+R VOR DI.00K OETAW O ROOF SIEATMN6 I'M.M45TRJCTWM 4 O ID•WOE 30 lb.FELT 6-P INT AST JO O N ROOF SMATN6 PJI.OY TO WNS yV� ] S bO 294 AT IV04.(AS RECiMRm) 5 EXT.FINISH O/60 MM)IC S 6RAOE TY FARM SM ROOF NOTES I TRIM OR 2 RAFTER SPACED O 1 LAYER U PERLAYM?IT Is-MAX OJEtl~ 11 r (30 b.AS.TM.FELT MW FI 4 3 Q 4 6 4 4 aaaa a aaaaaa W %/ MI 2 4 S AT EKLOSW D S \ / SCE RAKE DETAILS FOR E1•C METAL T HOME ATION lk7T SIIOM'/ T2-30 T3-7A R14P0 M-TIC IUQ tV20100 IW20100 PAIRDEE D/SNO PARDR O/7M0 IEEEyyyiii RAKE TRIM AT FLAT LAP SIDING CORNER TRIM RAKE DETAIL 5 EAVE AT�TRUSSM ,�A�.I v2•I'-0 1 4 4 4 4 4 4 4 4 4 4 4 �� SCALE,I VY-r o. 17 13 SC.ALl,9'•I'_0 FLAT GOMCHQTE nLE SGALE,I V2'-r-O' itum cur) 5 b 4 10 T OI 2X2 SLOGKRIS O MN 26 SA.5.1.N PIECE R..VIMNS I 2x RAFTERS(am FRAMNS RAW O t PST JSO?.T.PELT(.HOER•.I.DRIP S 2x BLOCK NS (1F U61NS 2 MECE PLAiNNO, SEGTI ON 'A—A' 2 DO TRIM I O (1 g ATON) MN 2'LAP APPLIES) 2 WE,as czx EXTERIOR PLYWPOD (OW ELEVATION) SHEATH"AT OVEtlANS OR IX SWPLAP zx 7TIOs AT I6'O.G. Q EXTERIOR rH1eN O RAFTER TAIL O 2X eAIFeE(-J@ ELEVATION) O IX6 cONTMKXI6 O Q IE.EVA IV TRIM SHADOW WSHEETS((am 5 NULT VS' NOTGNM O CMEtloR WOOD 91DIw O EXTERIOR WOOD SOIw I O BOARD-SEE ELEVATIOW O FRAV4w M@1eER b OELETE U(AT•URER CO%D. II 0.1.KAYE FILLER 2-X 2 V2'X 6' 2 2 PRAM"RAW 2 R� O 2X SLOOKINS MW VEIT BLOCK OETNU (OR TWO PIECE) 1 •'MIN L/ NTH P�HOLES O ]X SOLID SLOCKIitl ] x 5O E%T.FlWSN O/60 MWTE T O2 LAYERS TM F L T MIND f GRACE TY PAPER (SO b. ROOF FELT MW AT LOW ROOF AND y 6 HM. O 3x CLILIw JOISTS(WERE OCCURS) LAreAtK AREAS p' _ 2 4 O ROOF SHEATHINS W VD'SAP dR(O TS 3 O MO b.".T' .FELTMW 571"n1 AL NOT(SEE STRUCTURAL SHEETS p 4 �D 60 MMITE ORADE 17►AtER ATTAON TILED W RT SOO OR II M '�j• APPROVED EQUAL 2 10 INSTALL 2X 3 -t s"` � 4 < a El(c®S b'0r 6 _ S N O S@ IRNGE DETAILD FOR S@ RAKE OCTAILS FOR 4 1 S -Lt �LL 6fORIMT0%NOT SIIOFN IMORWITION NOT 5110MN T2- PARDEE tell!RG3MD PAR- ROOF NOTES FOR DIHE4ASION RIDS Z z HER IV20/00 �"E R' n _ L _ rtTL SAVE TRIM AT FLAT LAP SIDING 18 14 RAKE TRIM AT BEVEL SIDING 10 ROOF TO WALL FLASHING 6 EAVE AT CONVENTIONAL FRAMING 2 X w N,I•LE,I V2'•I'-0• SCALE. V2'•I'4' MT COTICIQiC TLC SCALE,1 V2'•I'-0' FLAT t:OHCHRCTE TLe(PLUID CVr) SC/LLL.I V2'•I'C W S� -. 5 ' 6 11 OI Awon FRAME W CENT. I O 2X M.OGKt" OI ExTERIOR FNW O MIN.2e GA.6J.VALLEY FL/'~W O PROVIDE NAILED U.IF5 fl.. -+ O2X FRAFMNS AT 16'O.C. I I SEALANT SCHHW FLANM Milk V2'LRIMP®ROOM 51M OF VALLEY METAL(24"O.CJ p LL I D O 2X2 TRIM I O INSTILL 2X OLOCKIHO,MER 6 MXTOO I'PAST CAVE) O OYP716R YALLWARD I - O MoiSTOP R-M"w (SEE ELEVATION) STA SFAGw EiZE PS I•'OC. NOTE z PAPER(12'NOE) R == O L RE4OVE PORTION of TILE NEADUI6 M) p 6 4 O R" 6 5 3 b I F 3 RAFTER TAIL O MN.26 6A.0.1.D)FISCE FLASHING FELT MW O/VALLEY FLASH" W 8 3 3/D'x 3 I/2'LA6 SGREFP I WMSRE VIE AATs ON METAL FLA6HIN. 2 I LAYER IMOO[I.AYMM 00 b.N.T.M. TMRGl6M FLOCK TO 9T1O5 4 I l'7 EMERIOIR 6RAOE RTW70D I (0$ I (IF VDINL 7 FICC FLAdMw, FEAVE21lTIIOD TO PRUNER WATER DAM11w. LL W N p 4 ]UUU[ I F'1 4 EXTERIOR W00D 51DIW MN 2'LAP/MRIISI 2.Guy SAGE dRD STOP G O --_-_-- EXIMAJOK ✓e 3 FRAMw METERS f7R FRAMING RAW W MIN CLR g\_ 4 7X4 LEP6El 4 O///7M MESH 7CR O EXTEO PAN I-FAST CAVE 2 rq ri'J66. OFLE%ISLE WARR --------- �� OR 3.ONTO N2 , ROOP SIEAT P*W IJO'GAF BUTV[al J U) _ V / \ CO/tECTIOILa "Oft,1'�IY + 3 3 SHEETS(am STRUCTURAL NOBS) -( Fi VENT 4 S LAP EARK MN 9" SHEILD' S MN 26&A.6.1.PAN FLAEIHw C y1j p \ p O I O 60 MINUTE&RAVE 3 + O W I•WTE SPADE ED6[ �( (L Mk I[y F y T WATER HEATER T 7 PAPER l O 60 MMlfE 6MDE 77 MrER [-. FLE%ELC GAS CON W'nom 1 I O 2%6 MRL AT IS'O.C., 2 O7 TROOP SMATIMN6 W 1/6•GAP HOLD OPF 2' , 2 4, W IxJ LAP A+O SPIKE 11 SETMTI SHEETS(SR 01 8 C M MN 26 6A.1 1/2'MOE I I W A)16d NAILS U 77RWTL1tAL NOTE!) O MN Q z V) •R y SALVAPM�METAL STRAP 4 I Z D 3 OR CNJFORNIA STATE I O is O 1X6 CONTItMOIA f ARCMTE T APPROVO7 __- D FOAM TRM,SLOPE!TO► (MIN 3 b.FC.) iT EC STRAPPIM6 O/BROYW GOAT 'R 4 4O OMT LAYERS.T�T�T , 6• ^ &-Am Flom MESH AT LCH ROOF AND O W .Eft VVN PLATFORM1 b O ►RIMER ADHESIVE ._4 __ LAYBACK AREAS T MRL O 4 VARIES II W W M ATER TTOWPAN BENEATH I I Q I I b GaLdR COAT 12- 4' /' 10 DEN.EDGE W ROOPERS MASTIC 4 S 5 2 (S[!PLAN) ATER HEATER MT"DRAM I II SHAPED FOAM COEL MIN 2b.PCFJ S TO EXTERIOR PER UPC NO.T PLAN VIEW 1 1 O O/-M Flom GOAT • L F6IE!!TT REMOVE FORTIOW pI KTAL�ry ASN'6. REIDBLE MRAL MAY 12 Ot PRIMER ER A HESTMESHTO PREVENT MATER DAMMw. R RC(i)1Rm AT TILE 11 O/PRIMER ADHESIVE MOD SEE RNQ DETAILS FOR TRAwITON tN Qp COLOI[COAT P4-4G INPORIATION HOT SMO/W T2-�C RI-2x U'M RIdRC IVV20/00 11 11 OD0102S/W" IV20/W HER 11/20/00 FNROD: 6/3MD FARM S TAlM7 b_RCiIIRCD BY W ri GMrTot S G.I. CRICKET AT "FLAT VALLEY" EXTERIOR 23 rA1E[NEATE[S,RAPPw SHALL �Qb Iroµ PLASTER POT E II/2-I O 15 EAVE TRIM AT BEVE!_ 510ING xAIc ,2.I-0 11 ROOF TO WALL FLASHING SCALE Iln.r-0 7 VALLEY FLASHING lilft�sm. FOR PeaM1T sa�SNAT S, C. ��jj WALE I'•I'-0' FLAWJM'M S TILZ x AT MINTS WITHIN THE UPPER a ONE-THWD(1/S)AND LONM Ole- I by LAI O o p THIRD(NJ)Or ITS VERTICAL OI WWrJF/F'RN!W GENT. OI N LAYER ar SO b.1$.T These plans have bean reviewed fora he nce to the O (WWA DIMERSIONS.AT THE LONER PONT SEALANT DEMND PLAJtlC ap p llcable codes and ordinance. th rization IS J A MN.ftDISTAH69IW IN POUR ABOVE THE O I LAYER LFOCRLAYMM(90 b.AD.TM hereby granted to issue a building err It pending W ai SHALL BE MNNTNN®ABOVE TI! O 2 LAYERS U/OEMYMEIT FELT MN)CARRIED OVER AND LM M 2X"LEK approval by all applicable City agencies. J H coHtrlFaLs MTN Te STRAPPM6. 1/•VIA roc b.A.S.T.M.FELT M. LT W PER UP1:SSf.310'J. AT LOW ROOF AM O "J FR/WI*MI8lOt3(S@ MbWRI•►LAW N a I.AYBAGK AREAS vx The Issuance or granting of a Pe It based on " 3 4 ROOF SIeATNMI•W IM'GAP Pr of these plans shall not b c nstrued to O O (7 3 EXTERIOR FMISII BCTNEE1 SIM9IT6(SR r r approve any v101atlon of ha applicable O 1 2 IO t STRWRRAL NOTOW codes or ordinance. No permit pre um d to give ■S■ O S. , 4 MN 26 6A.•.1.N FICCE PLA5MINS � no ty to violate or cancel the pro Isl s of such i IM Q 4 S MI U2-L 2 FICCC n.ADlxw, 2 5 ♦ •'Mw des nail De valid. lyl N MN 3'LAP ATi.ld) h N LLJ O (SEC PRAMIISW P•_ T J W U) r, M K • 2%SOLID E.00ICRI6 Z d 6� R T T 1X6 CdtTIHOIA \V 00 V)O 5 O (1T31MOU FLA• rims PAPER s`-' G o �S��ELM - o S,RUGTLRAL H10'RS) , 10 60 MDUTE GRAPE V'PAPER 1 • 4•MN 4-MMU 4 3 1 ylu 6-MAX •'MAX ABLY c0/R'D SCAR OF N ��S ROOFER CE14E1T G/�ItRlm ®7� py TOP VIBN M PARE@ RD1/_NRD FAIm6 �D6CYT'E�105 OF EAGiB �7 VJ • W 24 WATER HEATER BRACING 20 16 12 AoFDLTD, L.LTwLA5HIN6 SCALE.II/2.1 8 RIDGE GAPi 1 v2'-1 o 4 0 a W SCALE I.-r-O• OI 2X nowt G I 1 2X6 TRIM SEE ELEVATION 1 11N2 N-0CK OI I V2'VIA.KI.BARS ISM ELNATIOW g DO OR DO w V4•C4WMRR AT M1Ht10R g i0 MNJR 611HD! 2 DCORATNO MQMfIN6 FLAMM I CXTMIO RMiQ 2 2)N TRIM MM GLVATION) AT OUTSDE G06GS1 A O ' O &.1.FLASHINO O/ O MESH VORICA.mom(ILO CJHAMS'0R 9'PAFOR I ! LINE OF-0'WALL RBCCe36 � yb INS TRIM SL.RIOVW �7 2X4 LCOGOR TO SLOPE AWAY O WATO:SHIELD, S J 60 MINUI F Am W I-LAYER ALL 4-640M PROM PUNDOX FOR ORANAOE ! 60 '1 FARM IS'WDE OVER O C) 6 , ' 4 v2•PLYF100D sRAce•Ice AND YMTER SHIED' w 4 SOLID 6ROLT OR AIR OPAGB O4 STLY.GO KEY AT EXT000R PLASTER 1 4' BOMIO 7%LISDOW 4 NZ O� Q SEALANT AT SIDING S 216 TRIM ] 7 'TIRPJc'DEGICRIG a a a a �J 8 ,�• V S DO RYYtlOD ///��� ---- i SEALANT II ?0 dA G.I. EXTERIOR FWI&H , = 4 JOIST HAMMER 2 9 �' FALSE 7 ?d GA.6.1.FLASHIW ! 6 PROVIDE SOLID BIL/C11 S O LOUVeK BOARD 4 SO BOLTS,FB[STRlCTJRAL, O p MN)fE&BADE O EXTemlom PLASTER O/WIRE M'!N 2i&A&.I.FLA3HIW N HOLDS • AAJLK BOLT bO.I-Arm N RCUR® S O 60"Ni 6RADE'D'RAPER , 294 TRM 6 2X OKX JOIST SOE 37RLCT. 4 Q�y. W BRICK VQmR ' ,T IC a/MAS SAT NO �7 ]X LOPI-TYP w STIK00 IQ'-M Q r--I SEALANT AT SIDNG •ALL HCrAt Go.PQe1l6 TO II 2X4 TRIM w STUCCO KEY O I I !6ALVA I=OR OTHMWM & FLOOR JOt5T,SEE STRUCTURAL I2 VONSR ANCHORS AT 24.O.C. S I I 11 matem BY OHOLS p CWTm tO"NO'T COAROddI ^ MAX.EACH WAY •ALL OM.ARC FIHIIHI DRiG , METAL THRESHOLD a a a a a a a a a a a (a i r r______-_ .J , ?H2TC.UI4K AIO SEAL/.Ll b 7 6 iFCJ� W G T PBCTRATk" b &RAGE'ILG I .CONAAGTOR ID PROVIDE S WATE13111ELD' II ( Q 7 I I 61C1►LNtMIIR hDR 1Nb1 fX 1T II 60 MNUTE GRADE S 4 I 1 AI�HITBCT.GJIDBI PRIOR TO ______________1 b'PAPOR ] C6HIAILTTOIL S 6 mop. A SECTION AT W6-25 T2-S-SW ] NW 31-]OC 0230225"t3M sKni R LCCGOt 10/!o/ol O2S02252/UD't 1/2" 0 250 22 56/03M 1/21/02 FARM 1/4A4 i p SHUTTER DETAIL GABLE END TRIM DECORATIVE W.I. AT RECESS DECK DETAIL AT 2NO FLOOR 1 21 ' 0 _)6 xAL.G I'.I'-0' 13 ,GAS, ,,,..,'-0• 9 HIS. AT AL.%L.DOOR ONLY WALE,I=-.l'-0' 4 4 4 4 4 4 4 4 4 4 4 2 ] ! OI 2X6 FRAME !ee ELEVATION O wW� O(NPIECES,F v1A/Y1TIRLOIIND O O/ t'C�ym O LOUVER BOARD etlxw nAmL A I 6 ] RXJF MATERIAL-' ELEV. y O 6.1.STK.f.O x.RSD O2X6 LED&ER TO SLOPE AWAY a O3 MOSTOF FLAM6N6 PROM W NDOFH FOR DRAINAGE PAPER(12'Pi ] 3 EXTERIOR PLASTER O 6.1.FTER,S 6 0/2XS 4 60 MNUTE GRADE b'PAPO[ _ I O 60 MNVTt OIRA0.' 4 &ABLE END TRUSS TOR 60"WTI PA®w I-LATER 6 60 MNITE PAPER IS'wDE,OVER AMr BEHIND 2X LC&0R p __ b'PAPOt BALLOON WALL-SEE Fell eRAld'ICE AND WATER SHIELD' 1 S 26 ORACZ 6.1.Fi.A.AIIN3 O4 EXTERIOR PLASTER _ - 5 2X BLOGHCIN6. S O -TREX'DECKWG 6 PROVIDE SOLID BACKING =PIATISR SHIELD O/wRE NTSII , � �1•,11' ; << Y 6 611'ICE R AATM SMELD' S' I //�� O 2X FRAMING Z f S JOIST/14I6ER S 4 (l) EXTERIOR FMSN (SCR PLAN) ^ , 60 MIN.GRADE b' , STRUCTURAL, b BUILDING PAPER OOLTS.PER PRE-DRILLL I CAJAK BOLT �• S 9TUGC0 KEY AT EXTERIOR PLASTER Z O6 &RACE'ICe N H SEALANT AT 54DINS O WATER SHIELD' H 6 4 HOLES PRIOR TO INSTALLATION �3" Wit n 1 lO b(DElX JOIST,9H STIRUCTRAL , r.a •[�iyiL]7 OYj12 O 2X BAC400"pR S O 2%LEITSER w STK.GO S ,•FGll7..{ PLYWOOD BAGKRI6 �Y-TTT 4 r"-I AT GRACE,CE 4 T ryr. I 6 •xGTION 4 WATER S/CILD' f 10 O FLOUR JOIST,SO!STRUGTLRAL (y HTS. IOft 2� [[yyyy �yy S O PUWW SILL II z`\II � WATORSHIELD' 10 6 , O W WI \! l0 6RALE'KC� �pJ i ! 4 +A oo O FOAM TRIM,F) TOP i II 6o PAPER eRAOE II F P. ! 0/B 2 b.PCF) b PAPER ' Q S I < A. O/BRdw COAT ! 4 r i -__________. I� O/PRINNBR AD161VE OAILE 00 Il LI �LL r^ Q =I I I I-I —III SECTION AT p• G• W V, GI-IOC A W6-ID 11 COLOR GOAT -IW aD R 1/4/" FO IV20/00 SHmeR W!DdI R W20100 O W2.6= OAOJM]K1SDS IN/OS PARDCE I/4N4 Z Q. O2l022S]/DM2D2 JW 22 COLUMN W/ BRICK VENEER SCALE.I V2•.I-0• 18 SHUTTER DETAIL lcALe -0 14 SILL AT FURRED—OUT WALL !.I'-0 10 �'B LAY OUTLOOKERS I�..t-0• 6 DECK DETAIL AT 2ND FLOOR 2 MIX 7C.ALE�I V2'•I'O OI WOOD FRACO SWMER SEE eLevATION OI 29 STD WALL O nip'R Oi ExrERIDR n.Trpoo OR MDO O 4 O STUCCO KEY O EXTERIOR PLASTER O LINE of-2'RC S" ffa "� 1- ! O/WRe MESAS oeT'aN0FJj 2 EXTOUOR GRADE PLTYDOD LL O 2X4 EKXIN6 TO SLOPE MAY r cc !+ FROM WNDOK FOR DRANA6E I O 60 MIN)TE&BADE 2 O I I/2'90.KI.e.A1RS M ! IX4 TRIM 9 12 4 2 W Ur g p (BEVEL TOP I/2') r_ ILL ____ _____ ____ D PAPER 11 4 SEALANT 6 W(C4 p �QQ{1 O II(--OI S O7 I]'X IP I'Pill.SCROLL S M Vy01 "•O4 60 MINUTE GRADE D'PAPER O IMIK 22 b.PEPIAL SLOPE TOF 6 OR API•IROVID�' I 4 ; w - I� ~ U O26 6A 6.1.FLASHING 0/BROWN COAT � O4 IXCORAT.MOUNTING SCION VIBV 6 60 MINITE GRADE TY PAPER W G 4 W a O6 PROLE E S 4 WATER'INS - O 0/PK FH7GIR HEST I PROVIDE BLOYX1N16 PLATE AT EACH BARM o ] 7 IXS TRIM U PROVIDE SOLID DACICIW O/PRIMER ADHESIVE $ WALL o ' Mk L-_ g ]%flAGKI W oR RYN'D. ! a F_ F O exTeRloR PLASTER O/wRe MtlN I ' bO caaR COAT Ld A 11 4 BASKING AT GRACE'ICE 6 12 a ' S N PATER SNE.D' LI LI �"' , 7i 6A&.1.FLASHING 7 z �o �1Np I�a'I 10 &R•cE'ICE R YMTEIR SHIELD'. -2 G" v W 7 7G 4 I II 2X PRAMW AT 16'O.G. 4 I .ALL METAL YQMN8NT6 TO 0 1X4 TRIM BEYOND 11 PLAN Iti POST AT BOTM RAL 4 EE GALVANIZED OR OTHE"SE ! i COATED TO INLET CORROSION 6 ' ! 2 .CAULK AID MAL ALL LAG D 1X4 TRIM S i 9 SCIRB'/PEIlTRATONS. 2 ! I'-0' I] OI 'IRE%'296 RALWHIS CAP,ATTACH j .CONTRACTOR TO FRWD! .�y I 6FOR WK.SPWIFIC.ATIOM5 2 i 1 SHOP DRAWN&FOR MAN BY AWHIT5GT AND MILOM 2 O I%4 NALIW STRIP 4 !________________J� PRIOR TO CO/LSTRUG710H O 4X4 343 POST AT 4'-0' Q yAmtSt RACJCIMe, MODV2-1 OL.MAX. ' A--AT 3T)I.CO I//V D M7-0II63K.T-D4 10 7 01 o2w22WAIIm FRDNr view LAMOa �4 2re s4s B°TroM'eA1L 2 COTf�EKAS&AS OCAS E INC. (2-' SHUTTER DETAIL 19 FOAM TRIM AT EXTERIOR WALL 15 WROUGHT IRON AT RECESS 11 2 6 WSb BAL FJTER33PA LtD 3 DA E i TREX DECKING , Rs lens have been review 10r Itch rence to the (LI SGAL6 I••I'-0' SGALG I I/2'.I'-0' SCALP I I/7 -0' tJ I ble codes and urdin Ce. ut orizatlon 19 O OI 7NRCJHOLD-PROVIDE OTM.NOIF.v -2'RCd3 7 ZK DECK JOIST NS FRAMW) II applicable Issue e a e clan. g O O < Red to Issue a Itlin pe Tit pendln D) GOATINIb TO ISOLATE iNQSIDLD 6 DROPPED BEAM(SEE PRAMNS) J PROM PLASHING FOR C.94 20043 14 I 2 I.30.WROUGHT IRON BAtl! S' u 4 W 2X4 O/2X TRIM B.VD 2 ance or re ng a rm based on �' F (SEE FKAMNG) v I of t e plans sh 1 not a onstrued to O Zi GA G.I.FI.AeHHl1N6 S a S a'DIAMETER OCORATVE FLAWS r S NON lMIRDDYW AT NORMONTAL BAR END 1 O prove any vlolat on P su dp tocQIv N O 4 T 10 (1 VY D O MD.THE) e O4 7'DIANt70t DECORATIVE N471JHfiW FLAN&E r other]y to ry ii to ate or can I is p vl ons of such O O 4 2X" SPACED S AT VMTKAL ENR END POST i EACH SIDE OBCK J II JOIST EpT.H SIDE 12 d.es all be valid. O 'IIREX'066KNO _ O 2X3'NR0('STARTER O AT TOP A70 BOTTOM OF BOLT II W00D►EST(SCE FRAMING) = 2 m U N M . VCRTK✓,L BAR 00 17 NOTCH 2Y6 A04LM 4X4 //EE� O6 2X LEO&ER PROVIDE O.00KIW IN WALL POST N*OM ON PGA! S W =N M (M FRAMM6 PLAN - VEV/ in � J W 1 I O qw ORACB'ICE R WATER , 6 CD 3NELD'LAP IAPOR i HIM.5PR1(vim+ /1 O (GEE FRAMN6 PLAN) p I 2 n 5 6 to �`'f 0- O O r7 in SECTON Vld/ W OOCK JDIST , ! b (SD:FRAHM&PLAN •ALL METAL CGMOND"TO O 6 O O a/4-KEY AT EXTERIOR SC GALVANIZED OR OTHEMSE Amom PLASTER NOIFIMltOlNW COATED TO Mal T.ORRDaION 2 ALL M COMMA AND r SEALANT AT SIDING q ANCHORS TO BE DESIGNED.AND .OAIK AND SEAL ALL LN II E%TGRIdR FMISII II SOME"PO ETRAT10N3. INSTALLED TO MYNSTAD A MIN. Q I2 60 MM/TB GRADE D'PARR 12 O1�DRr•1'RW FOR S LOAD OF 20 LZD PER LA PT. .COMRKTLOIR TO PROVIDE ; z APPLIED JTL�IDRIIONALLY AT RNlR II 'W'ww la FLOOR JOIST(!eE FRA6RN6 RAW BY ARCIITCT AND aUL Mt . - YI PRIOR To COgTR11CTION ' 4 - - — — =1 ANOLM TO 11!TOP RAN. ®Qy3 14 YCATTCR STRIPPING DI-221D Ndl -III- I-I1- GI-4G SI-MG z 10/11I 029022WALW7 FRONT v®r 3 SV12A05 0250]]Sb/G6177 7nsa2 FARM 6/eAv • W THRESHOLD AT SWING—OUT DOOR WROUGHT IRON AT RECESS (12) EXTERIOR COLUMN PAGING 8 WOOD RAILING AT EXTERIOR DECK. 4 24 20 AT '!/ E !'.I'-0' 1WALE 1 V2'.r_ DROPPED BEAM WAL2. 1/2'1'-0' O GENERAL RE UIREMENTS GENERAL REQUIREMENTS 53 QIALINA98LRMY.E by FOUNDATION io.o DESIGN CRITERIA 23 All Foundation plates a ny sills,sleepers i a ocher framing member in 522 Steel pipe shall conform to ASTM A55,Grade B(Fy56 wU. 1.0 Work performed shall comply with the following. contact with concrete or masonry,shall be preseure treated wood of the 55.1 The Quallty As Onao Agency(as owner's representative)shall Submit the 6.1 All continuous exterior looting to have 5/Dana.x min.12"anchor bolts with 10.1 501L9 sane speebs i should be marked a braided by an approved agency 5235tnuctural Wbklg shall conform,W AS7M A500,Grade B iT-y46 KSU. following i 2'x2"x�'plate washer,min.7"embadment Into concrete,at 72"oz.unless Foundation a ineer hoe been predicated on dots and recommendations 1.1 These general Requirements unless otherwise noted on plans or AS on alternate,use a layer of 22 gauge ghee!metal between k sIIT 52.4 All structural weld procedures and materials shall conform to Building -�+Ilfkotbn of OA Agency's management and QA personnel designated noted othplate on Inns.one anchor bolt should be located max.12"a speclFlcations. and concrete Pr' ^9 For the o act, P " contained In the soils report : 2C 01 GBG Code,Section 220al.All welding shall be by the submerged arc process j from the and of the alll plates.min.(2)A.B.'s per sill plate per shoo-panel. PACIFIC SOILS ENGINEERING,INC. /T 1.2 Building Code-__________________________________ 2A Stud walls perpendicular to a concretes or masonry wall shall be bolted to using EIOXX-low hydrogen electrodes,-lose otherwise noted. -GA Agency's written Practice,as defined In FEMA g5g Section 6.2.1, SOILS REPORT NO.400647 DATE:02/22/2005 1.5 All applicable local,State and Faderal Goatee,Ordinance.,Law,ragula- the concrete a maaomy wall with S/6"diameter x 8'A507 bolts at top, 525 All bolts far earveclbro of steel members shell conform to ASTM A525N, -Ovthe Iifcation,records for Inspector and NDT tednicions designated for 82 All interior non-sheer walls to have HILTI X-DNI(with a minimum penetration This report b considered part of the calculations and construction documents G'O U�S'` tlOrs and Protective Govenants governing the site o!work. mid-height anid bottom. unless otherwise noted.Holes far bolts should be drilled a d i of I-k Into slab)at 24"on center unless noted otherwise to be Installed h and b to too adhered to In all of Its recortrnendatlorn Grid req vlremenCs. h h1e -OA Agency*NOT procedures,equipment colbrotion records,and accordance with ICBO 025"November 199S.Actual slob thlcknesa to be Verify mhnanm Poundatlon depth,width,reinforcing steel and additional ENGINEERING 1.4 5tanidwd SPOGIPICOMOMS of ASTM as noted heroin and as required by the 25 5trucWral Information shown on Framing plane is For the main structural ate- shall be 1/16"larger than bolt diameter. ersavrl iralni records,and a Ne cell requirement,with valid soils report Building Code, Monts.Non-structural elements shall be constructed per approved code _aA Agency's Gvality Control Pion for the monitoring and control of the minimum 4'. Morxperestrictive,then they shall supersede tee 6ouvis,E It��a^y CONSULTING IS All work need to be performed qualified owl ex ions contractor* requirements. 53 WJXS Agency's operations. 63 All holdowns and t anchors to be Installed o"or to most current Consult 6r mhlmnms. 1P �) Per Pes aP GROUP Ftamlllw with this tJPa of project. 2.6 Conventional aoroCruatlan roquiramento o1 ter 25!a light Iramed 53.1 All shop Rending and Fabrication must be done n p shop certlfbd by A15G Simpson Strong Tie speclfkatiom and requirements of GBO report number chap Quell Gertificotlon Program and approved the Bulldin Official. 552 The Qmlltg Assurance Agency shall provide the management,personnel, 1211 and 4446 shall be tied h place prior to foundation Inspection. 10.2 LATERAL LOADS: 2.O In case of conflict,the more stringent requirement shall ems construction should be followed m ragNraol, el gr cpby by g hspec �°^ � 9°n' All field welding must be formed by a certified welder and a scion equlpmisnt and services necessary to peNorn the Quallly Assurance fund seismic Zones: 4 Wind Speed, 70 M00 CMIPl13�� 3.0 On site Verification OF all dimensions and conditions shall be the respon- 2.1 Kblght of the roof the Is comkfered as 10 psf max.(total roof dead load of hspeator shall contFwws yl Inspect all structural If welding.Both shall be required In FEMA S53 Sections bb-Welding Inspection,Section 6.7- 6.4 Mn.concrete width to be 6'for receiving MPAb and HPAHD22b/STF�'s. pismic Source hype, BO A� Wind Exposure. G ��P�N olbllity of the contractor and sub-contractors.Noted dimension take pre- 15 pen).It roofing Material exceeds this load,the framing contractor should approved by lFie Bulldng 0liciol. Nondestructive Testing of Welded Joints,Section 6b-Bolting Inspection, Verify locations of holdowns and anchor bolts with rough framing to assure �yZgSp coolant over scale of drawings. notly 6owle"Wiser"COrwiting Group In writing prior to constructlon. Section 6.14-Shea-Stud Welding Inspection and Section 6.10 Special prier and accurate installation. No, 1.0 532 Khan welds Prom web doubler plates or continuity plates occur n the Inspection. NEWPORT BCN: (94g)75_!gp 4.0 Engineer a architect of record b to be notified Immediately by the can- 2b Top plates al all wood stud walls to consist of(2)2x's the same width as 'k-o-ec of rolled steel columns,the k-area'adjacent to the welds shall be 65 Provide 05 X 24"dowel at 24"oz.and 12"from the corner at all concrete 10-5 DE516N LOADS, FAX ("7524= tractor should any question arse a any dscrepanoles be Pound pertaining the studs U.N.O.Top plates shall lop a mhtmrm of 4b'and be spliced with eted otter fabrication usl roved nondestructive methods 6.0 CONCRETE MA50NRY PALM SPRNM pia)92"M to the working drawings ond/or speGlFcations. not less than 6-16d nolls spaced not More than 12'on center. F to AWrrDl.l. stoops and porches' Roof Load Floor load 6.1 GENERAL Dead Load•19 psi Dead Load•12 pet 5.0 No deviations from these requirements and strvctvral detalls shall be mode 2.9 All Shea•pals is shall have continuous sheathing material from one end to 533 All NOT inspector stroll be qualified cis an ASNT Level II certified teahniclan. b.6 Provide min.(1)04 reinforcing for electrical ground,location to be veriflod Live l_ood•lb pet Live 1 -40 pet SAEED J.BEKAK P.E. without the written approval of 6ovvls�E^nq9sneern4qq Ganauit"Group. the ocher and form plate to plate as specified an the drawings.Contractor All concrete y materials and construction shall be In accordance with the eleatrical contractor. Tota1.55 POP Tota1.52 psi Approval by the Inspector does not cons iauthority to deviate Pram shall coordinate Fronng such that aontinulty of shear panels Is assured. 53.4 All Pdler(weld)metal shall have minimum CAN of 20 Pl ibe a-20"F and with Building Gee,G}nap1-21. piano or specifications. 7.10 All ledgers shall ban spliced with 5T22 strop,unless noted otherwise. 40 fC-bs to 7 62 MATERIALS O•F. 6.7 Verify min.foundation depth,width,reinforcing steel and additional 10.4 LUMBER GRADES RESTRICTIVE NOTICE expansive soil requirements with valid soils r and If more stringent 535 The contractor shall submit all WeldYig Procedure Specifications(KPf»)to shall de the above minimum restrictions. Po b�aTIO�NG AMitEE EXMUUSM 6.0 The design,adequacy,and Safety sn of erection bracing,shoring,temporary V&M AM Zell All Shea•trasFer moll shall be drawl and contractor shall o- project. All materials main finished concrete ma construction shall conform super 6x a Warns and headers, 02 VF:sl DFL supports,etc.,t the sole responsibility or"In of the contractor,and has not been � Pam' �• � be used by wthe Supporting rt the roved For lific that eo rot pre)sallied n9 vP sorry 4x beams and headers:s2 DFL f/gretrr tx adlw tsaN®rai t'J vide proper notification For inspections to review the sane. r AW5 I.I,the Procedure Gin aIIFleotion Record(PQR7 shall to standards required by Building Goole Sec.2102. 6D See emotion 6.5.1 Pa concrete Strength. J considered by the wehltea!a engineer.The contractor b responsions for per 5lppwtng ag 221,016r/r�}te st DPL sf+oRMW 1101OLF.AM N i the stability of the structure prior to the cpplcatIon of all show walls,roof 2.12 Provide poets at lower floor under post or mvitlple etude above.Provide also be submitted with the KP5.The contractor shall also submit the 62.1 Mortor shall be M or 5 as applicable and shall ban proportioned per T oors�nertIK TO ALL tE�s and Plod'diaphragms,and finish materials.The contractor shall provide the full with and depth compression block between flows at such locations. nwvuFccturerb product date shoots far all welding material to be used.The Building Code,Table 21-A and In conformance with ASTM GThO,mortar for 6.al Admixtures h concrete mix.contahing calcium chbridee shall not be used. Top plaice,toD.F.Lbe construction etardwd,standard or better. AM No pert Of THESE CMVAM neceaswyy bracing to provide stability prior to the application of the afore- data sheets shall describe the product,limitations of use,recommended unit MOSOr". Ali mud sills to b0 P.T.DFL CMN SE aa®,TPANSFH®,OR mentioned materials.Observation visits to the site by the architect a 2.15 All.j.o.ist hangers shall be 51.1pson U hanger,all boom hangers shall be welding parameters,and storage and exposure requirements,Including tBnOpitX0t NOR CAN Me' structural engineer shall not Imply the assurnptbn of any responsibility n SIMI o^HU hangers U.N.O.on plan or detail.Follow manufacturer's recom- bank and rebak I4 applicable. 6226rout shall have Ingredients proportioned par Building Code,Table No.21-8 6.10 Foot"shall be examined and certlfled In writing by the project 105 TYPICAL FLOOR SHEATHING 611VdilIREa E K&T FRM TIENa this regard. mendatlana far Installation. �' �P and In conformance with ASTM C476 out for and shall attar a SoII/geology engineer prior to Inspection and placement o1 concrete. V11THOUT vssnEN CONSENT OF 9w Welding Procedure Specification(KP3a)shall be categorized by and ^1Q5O^nJ 25/52"APA rated Stwal-l-Floor T40 Exp I with min.a panel Index of 24" GOtfma ENSIAMWO cONSIiTSS The builder has requested,contracted with card is t 'Soiuvb 2.14 If a double sill late Is used at II t-wan t concrete Floor then the specil the follow Items: minimum compression strength at 28 eye of 2000 psi or the required GROUP q ,°^pops° nq P l kj Pia y following 6.11 Concrete shall be to the strength and slump as specified per structural Refer to NER 106 for Installation and conditions of use Engineering Gonsultl 6r Par the Ignited services d ov the Framing contracts shell I sill late nailing to both sill lutes,a!Ito' -Steel cilcatlaro old grades to be welded, compression strength of the concrete nnaSonny units,whichever Is greater.9 itr ^9 a'P Pr' h9 ^9 apply P ^9 P °Pe 9r design and consist of Portland cement g Co Table Typo V per Sells IS N.,IOd common nolle at 6"o.c. twmwR Dania"2002ekf builderminimum etructurol enineering,to o to re)ued,vAien mit Far h w tin the other o.c.max.s as speclbd per schedule. -ThickTWO of j rage of material to be joined, 629 Concrete units fs load becrl terra ban concrete brick neerb recommendations and Buildl Code TWIa 19-A-4 when concrete OALSIiTnD GEDERVE N2 builders co ings we drawl to obtain a bull IC fa the project. T of joint, masonry on sys cra IS common rwlb at 6"ooze ALL gatTe ^gs• d^9 Per^ Pr J« � J an specified by ASTM G55,Speclicatio s fs Concrete Building Brick. s exposed to c sulfate containing solutioro and egg egatas per ASTM G-Sg, F.N.,IOd common malls at 12'oz. These drawl we not Intended to,nor do they,detail all candlllOro,Identify 2.15 Building Gods Table 25-IV-B balloon framed walla(ran-bearirni� T o!weld( Dove,fillet,pin,isle!), y - 9' ug• water to too clean and otizble. all materiels,a define or limit the scope of ask required to complete the stud heights: -Size of weld,and Grade N concrete bricks are for use as architectural veneer and facing P Use ri a screw Shank Walla and cue sheath to Irani van adnealvea Project.The builder has requested,accepts,and represents that the he w111 2x4's a 16"oz.maximum 14'-O"height -Position of welding. limits In exterior walls. � g 34d1 rig rig REVISIONS select all materials and manufactures,qualifyand select all subcontractors 2xb's a 16"04.maxhum 2O'-O'height Based on Icatbn,the pVPS shall I/ as a mInlmurn,the/ollowi 6.12 Placement shall be in one aantlnuaua operation unless otherwise speciFied meeting APA speUPlcction AF6-OI or ASTM D 8.Apply glue h accord- antl Irotallers,direct all w and mva of Grotrvetlon,and provide all NO multiples OI 2x4b we allowed to an more than 14'-0"basin walls up apP spac y' ng Erode 5 concrete bricks we far geroraI use.here moderate etrengoh and slab surface shall be cured Hlth Milts Gompamd or equal or other ace with manufacturer's recommendations. ajar Pr P sP 9 Items,as applicable fa the welding process, and resistance to frost action ad moisture penetration Is required. methods h accordance wlth good construction practices at contractwb NO. DATE �� additional Informatlon,above and be these drawings,required to eom- exceeding IO'-O'must be designed case by case. -Power Suppl (constant current a corstant voltage), option. Use Grabber plywood screw min.2"long at 6"oz.B.H.,6'oz.E.N.,old 12' plate the project In conformance with all governing agencles and the Hark 2.16 Use 4X4 header for openings less than 16"at bearing walls without point -Welding sled-krode,flux,and shielding gas elosslfkatlws, 63 STRENSTH oz.field noihng(IGBO ER-5260,Doted January I,2002,ANSI,ASME B ibb.l wI11 meet or exceed accepted Industry standards. loads,or of openings lose t}bn W-O"at non-bearing walls. -Electrode diameter, 63.1 The specified compressive strength of I'm,shall be 1500 I 6•15 Contractor shall dampen Slab underloymont of smd/memlxab Just prior to IOb TYPICAL ROOF SHEATHING Use 2x Framing a medclre cabinet cad garage vent.(UN.0) -Voltage(except far shielded metal wan welding), sP co^1Pr' trenq q' concrete placement to asset iunllorm concrete cur 7.0 the old Inspection type per Building Code Sac.1701 Is required i applies to -Current(amper )or Hire feed d unless noted otherwise.It higher P m Is noted,I aho11 be verified by prism P "' 15/52'APA rated sheath Ell with a min. I Index of 24/0.rotor to the{allowing type work: (note:Special Irispactor's gvallFlcaClon and -Electrical stick-out a contact tube-to-work work distance(wire fed), testa as required In Building Code,section 2105. NER 10b For M»tallotlon i�c ll withions of w responsibllltles should comply with Building Code Section 1701 Requirements) SA SHOP DRAWINGS -travel.peed b14 The bottoms of footing excavations Shall be Ieve1,eleen and free OF loose 1.1 All structural welding,Including welding of rvnfocing steel and Holding of 5.1 Sufficient copies of Shop drawings fro army member or product designed by -MIninman preheat and nterposs temperatures, 6.4 SPECIAL INSPECTION Material con a water when concrete le placed.Over excavation shall be filled EX!bd common nail at 6'oz. steel deck) entity other than 6ouvls"Insering Gonsultirl Group shall be submitted to -Maximum preheat and Interpose temperatures,Of applicable), Fa concrete rrna construction which Is noted as requiring special�_ with concrete a properly compacted fill that has been tested and E.N.:bd common Hall at b'oz. 60uvls E Ineer Gonsultl 6r' Ice to#abricotlon Pw review.Khlch -Number and locomen!of paaaea, sonny at ^g speG approved by the soils englnver.Beck PIII shall not be placed until supporting F.N.:Bd common=11 at 12'oz. ^9 " ng oup pr P pection par drawings such Inspection shall be carried out In accordance fomdatlans,walla cad slab have attained wffclont strength to support 7.2 Installation and tightening operations for ail high-Strength friction bolting. will be reviewed r returned In 5 to•i Harking days. -Toa nlque(slrhger s weave box), with Building Code Section 17015.Concrete masonry construction which lateral soil pressure. *Note;All structural rated pawls must be stamped by Oro of the following -Shielding gas flow rate, require cal Inspection also Is required to have ma tom testl g 79 Installation and tightening rations far all h -stre th anchor bolts. 52 Review o! draw Gouvla Inver Corsultl 6r dove not -Far oove Holds,the joint Configuration and tolerances,c d other 0. a 0. So^^!Fort" n approved agenoles,APA,PFS/TECO a Pittsburg. d� g°p° g shop re ing ^9 cuP 9r J �" price to and during construction as described h Building Goole,Section 2(O5. 7.4 Dunn the take of test clmens and Ix of oil reinforced concrete. relieve the anglneer responsions ice design ar the contractor from perthent Information speclflc to the weld to be made. 6.15 Concrete placement shall be monolithic in one contkwous operation uniformly 9 cr °P° placing d compliance with Bulldog Code. Tolerances,a the acce table r of valves,applicable to the vwlous placed and must be vibrated and well oonisolldated unless shown otherwise REQUIRED SPECIAL INSPECTION: y Exception,concrete foundation with structural design Strength not greater rangeon plans;cold oats we not allowed. "Y than f'c•250o psi. S3 6owb Engineering Canwrzng Group review of the shop drawing consists of Holding pwanelers shall also be rated In the 7.0 REINFORCED CONCRETE P J In addrtlon to the regular Inspection,the loliownq Items well alSo require checks of ger�e a1 conformance,with structural drawl Design accuse 53b lets joint rotrotlan oove welds between the boom fl and special hepactlan h accordance with Sec.1701 o the Building Code. During ^9 Od r drawings. g^ y Complete j ppoo g age 7.1 GENERAL 75"".t the placement of all masonry Indicated an the drawings as having of such Gt,dimensions and quantity oP the product Is not reviewed by column PI Shall be mach er the AWS DI.I Table 3.7.All Shielded 8.16 Flow slab shall be poured level to>�"In 10'. "special inspection.' P Soils compliance prior to the Foundation Inspection,pre-stress faundatlon, 6ouvls Ineering Conwlting Group. Metal-Arc Id lSMAv)eleatrOdes shall b0 Of the low hydr n All reinforced concrete mxaterlab and construction shall conform to No. 7b Duringdrive and testing of Iles and construction of cost-In lace drilled ad shall begaub t CO the r uremenb of AWS DI.I$ecClon 3.3.2 Building Code,chapter 1-1. 6.17 Requirements Por pre-saturation of Sub grade soli and daylight setback of high strength steel and-ate. � ^g 9 P P SA Kbod truss Maufacturer shall supply to the engineer and the building de- foots from descend) slopeshall I with current Soils report. plies a caissons. pertmont calculations and shop drawings For approval of desig�n1 loads, a`.,MAW and Ilux cored we welding(FLAW),the maximum permltled 72 MATERIAL5 cow y P configuration(2 or 9 point bear and Shear transfer, I b electrode diameter Shall too per the above table 5.7. 7.7 See foundation notes for other requiremanb, ga p king)• prior Fabrication. 72.1 Cement shall conform to Section 190g.2 of Build Goole and shell 8.18 rain grade wound the ps mine of Slab shall be lonetrvcled such that q It shall be the r f calculations of the hop dr turer to obtain building deport- 53.7 For the welding of the bottom flange to the column flags,follow Steps a correspond to that an which the Selection of connarete proporti"were rain and Irrigation water s drained away from the slab. E E T I N 1J E L y. �)FOF 8.0 Structural OF de far the protect Is done per applcabla Building Goda meet approval of celculatloro cad shop drawings prior to labrlcotlon. though g below: of the time of completion of a considering stadad of care. 6.19 All site and o aration,such as but not limited to shad) c actl 9A Upon ctorIs p above by the engineer a prior a Start of with th nation, 53 Trusses shall b.+designed di accordance with the latex!icaa1 Building Code a. The root olPpassl nguld not exceed a ad h layer thickness.the 722 Concrete aggregates shall conform to Building Code Section 1903.5.2 P� P Ice all loads fan arse Including lateral loads and mechanical a ul loads. b. The first half length too!should be made with one of the(ollowlnci ter-h- oP the fill,pre-Saturation,and concrote slab base preparation,shall be performed In accordance with the soli engineers recommendation and soil -1 - General Notes a Requirements.contracts le responsible to check all tllmenebna,coordinate with the work 0. p' erg 723 via V cement fs concrete n contact with sell contalnln sun/ate. Ixi ^g of archor reaturol,mechanical t other trades to ensure aanrlplkviGe with Sb All strength t re Involves trusses Shall l Idings approved and of adequate ^Ique 1.at the option of the contracts. (min. 4500 psi,26 g report. SN-2 - Structural Details 4 Notes. hla/her requirements. strength to realest stresses due to the loadings Involved and shall be step 1. P days). � STRUCTURAL WOOD 11 designed and specified by the truss manufacturer. The root pass may be Initiated near the center of the Joint.If the approach 72.4 Reinforcing steel shall conform to A5TM A615.Grade 40 for sizes sg and 620 Foundatlon drawings prepared by Cows Engineering Consulting Group 5-1.1 - Conventional Foundation Plan IA(For E.I,d20) 1I� 5.T Dead load and Ilya load deflections shell be limited to min.L/240, s used,the Helder should extend the electrode through the weld ac OSS, s4 and grade 60 Far sizes s5 and larger. reflect the structural requirements,refer to architectural plan for S-I.IA - Partial Gamrontlonol Foundation Plan IB and IC,(Fro E.I.QO) t[Q IA MINIMUM QUALITY hole,epProxinnotely I'beyond the opposite side of the girder web.This Is dimensions depressions,slope a shelves atlas,s and ches not shown. live load deflection min.L/560. to allow ode to access for clews and I cation o the Initiation 725 Dowels Shall be equal In Size and spacing. the P loops per 00 0.So ^g ne' Accuracy of dimensions and 1lnial fit oP the build"shall be reviewed by 5-I.15 - Past tenslon Foundation Plan IA(For category II and III) Z 1.1 All structural wood shall be of Douglas Fr Larch species,(19%maximum 5b Gross br i orWar brace shall be provided and detailed "se point of the weld before the second hall-length of the root pass b applied. 72b Refer to Table I9-A-2 of Building Code For Special exposure condition the wGhltecC and the contractor prior to construction. W nwlsture consent at the time of construction uno). 1C s not desirable to Initiate the arc h the exact center of the girder a � 5-I.IG - Post tension Foundation Plan IA(For can U to manufacturer es required to odequately brace all trusses. 9 as required by soils"hear. category �A 0 width since this will limit access to the start oP the weld dun post-weld 621 Wolll period fa concrete slabs-w-grade prior to start of construction 5-I.ID - Partial Post tenslon Foundation Pion 15,IG(For c II and III) W O 12 All machine bolts Shall conism to ASTM A501.holes Pa bolts should be ategor! drilled I/16"larger than bolt dies See Trani notes fa ode of numbers. SA Truss manufacturer to provide details which allow For normal deflection operation.After the arc Is Initiated,travel should u eaa wd the T3 5TRENSTH as Fal ow. 5-I.IE - Partial Post tension Foundation Plan IB and IC(Pro co 1) X ^9 c? without Imposing lateral loads an then supports(se.,scissors trusses). and oI the Joint(outboard boom Plunge edge),and the weld shwld be a)Walk on Slab 24 hours alter concrete has been poured. category I 13 Round weshera shall be used on all bolts and should coMorm with ANSI/ASTM 5,10 Truss manufacturer Is responsible far providing additional show and drag lermlhaled on a weld tab/run aft tab.Tabs Shall extend the joint,no end '13.1 Concrete shall be proportioned to provide a minimum compressive strength, b)Begin Hall Framing 4-5 days after concrete poured. S-1.2 - Froming Plan IA u Q B 16.22.1.Use min.1 5/b"O x 5/64"thick washer for 1/2"O bolt,1 5/4'• trusses cis Shawn on the tram) Ian. dams• P'c,equal to 2500�I(26 days),uniess noted otherwlse per Building Code c)Begin roafAloor framing 7-10 days after concrete poured. t+ x9/b4 thick For 5/b"a 2 1/2"O x ll/64"for 1'O bolt. ^9 P step 2. Sections 6.2.5 a b 6.Refer to post torsion drawl nor higher str 5-1.5 - Partial Framing Plan IB and IG -U-IV p ngS gins a wJY d)Do not load roof prior to 14 days ants concrete poured. 511 Trues manufacturer Is responsible Pa reviewing framing piers and Structural The weld may be Initiated on the weld run-off tab,with travel progreaaing concrete It required. 5-IX.I - Conventional Foundation Plan IXA(Fro E.I(20) 1.4 Square washer*Shall lac mild steel.Use min.2'sq.x 5/16'trait washers details prior to lolorleatlon of trusses and specifying hangers, toward the center of the girder flange width.Khan this approach s used, 7.4 All rahforcYg,dowels,holdowns,and other Inserts shall be Secured h 0.22 No pipes or conduits shall extend under Isolated column footing or under S-IX.IA - Partial Conventional Foundotion Plan IXB and IXG(For E.1<20) Pa 5/b"O bolts,5 1/2"eq.x 5/6'thick washers Far I"0 bolts. the Helder should stop weld approximately I"before the bean Heb.It Is POSitlan and approved by the local building official prior to the pouring of continuous wall footings unless specifically detailed or approved by the 5-IX.IB - Post terolan Foundation Plan IXA(Fro It and IIU 9.12 All Wsses designed by truss manufacturer shall be designed to sustain all not advisable to leave the weld crater direct) h the cents of the beam 13 All none shall be Sinker Halls,unless otherwise rated. then y any concrete. architect and structural engineer and the building official. category vertlGol,lateral and o pertinent loads,Including bracing of top and Flange width since this will hrcbr post-weld operations. Ito Adhesive used to attach floor sheath to Framing elements shall conform bottom chords,In additlon to any connections related to trusses. Contra- 75 Min.concrete cover for reinforclnq, 5-IX.IG - Post tension Foundation Plain IXA(For category 1) ctor Is to coordinate with tens Marulacturer. G. The half length root pass should be that is n slagged aM clewed. a-Concrete, laced against aararnot formed -S" 62S The contractor shall arrange Ice observation of dints work by the Bolls N with APA Speclfiwtion AF6-0I, tl. The end of the half length root s that b row the center of the bean P ai9° Inver,follows we requirements of the"Ile river, 5-IX.ID - Partial Post tension Foundation Plan IXB,IXG(For category II ad III) W ei 9 ed b Gwwrvte formed a troweled 2" e^9 ^9 0. "river, 1.7 Monufactured hardware sappeclfied on the drawings we to be Simpson Strong 5.I5 The truss manufacturer Is responsible to meet the profile as Indicated In flange should be visually hspectetl to ensure luslon,soundness,freedom a-Wa11s and curbs -1 1/2' a)All Footing excavotionss shall be Inspected and certifled In compliance with S-IX.IE - Partial Past terobn Foundation Plan IXB and IXG(For category 1) Tie(Unless a eGIFIGaIi authorized In wrili Souvla E Inoerl Consult the drawings. Iron slag Inclusions ad excessive porosity.The resulting bead profile _ _ center the sells ran the sells engineer Ice to Ix of concrete ar steel. 0 P y ng by ^9 ^9 hg P b! ^9 P^ P ^9 S-IX.2 - From Plan IXA 6ro ).Follow all manufacturer's requirements i recommendations for shwld be suitable Pw obtaining fusion by the subseµuent pass to be Initiated b)Soil conditions,Including compacting and Moisture contant,shall be Z uWp eq 9.14 All Was lumber Shall be Douglas Fir Larch(un.a). on the 05 aide of the lyder web.It the OFl e b rot conductNe to #--�-4(d)OR g o^1Pac APPROVED Installation i handling oP the product. aPP P^ R 2 1/2"MIN. inspected and certified in comPllarce with the Soil report by the Solna S-IX3 - Partial Framing Plon IXB FOR PERMIT ISSUANCE Q LI LLl 5.15 Each truss shall be legibly branded,marked or otherwise have permanently good fusion,the start of MIX root pass should be ground,gouged, D(d) I I peer for to placing of concrete w steel. 1.6 Do not bend the Simpson PA straps. affixed thereto the following Information located.1thln two feet of rho chipped o'otherwise prepared to ensure adequate Fusion. cf (d) cJ A cwtlfflcate of compliance shall be gvbmitted to the building official prier 5-IX.4 - Pwtlal Framing Plan IXG OTT FAZEKgS$ASSOCIATES,INC. -U center of Span on the face of the bottom chord: e. The second boll of the weld joint Should have the root pass applied before to ins foundation inapectlon aid to the wchltecC and Structural englnaer. 9-2.1 - Ganventional Foundation RNan 2A(Pro E.I.a20) I.•I Fasteners S ealPled an the drawl be colared usl manufacturer's any other Held passes we performed.The we should b0 initiated at the DATE Q P ^9S ^ay a. Identity of the company manufacturing the truss. end of the halt I root ass that is near the center of the boom Flan � 6O°BEND 6.24Prior to the contractor requesting a Binds De cement foundation S-2.IA - Partial Conventional F j440"!1�•1BbeNilraaeewria. �� 0 0. brads that utilize the Trackers color coded system. Fol ow all b. The desl load. etr P �' g P Ie owes and atoll�an Inds to the manufaturer's requirements and recommendations far Installation a hand) and travel should progress to the outboard end of the joint,terminating R•5 d FOR•5 THRU N8 lnaPactl n'the Solt"Ine r shall advlse the building official in writing that, T uthorization Is 0. rig a. The spacing of the trusses. an the weld tab. 5-2.IB - Post tension Foundotlon"PI&A129cT11bn rtmFow,.,IN n�1� I"F' of the'products, 2992 R•q�(d FOR 01 THRU sll g The buildin ae a ed In accordance Hlth the Soil re ort. pp a y p permit pending Z 1. Each weld layer should be completed an both sides of the Joint before a R•5( FOR sl4 TtNiU sl6 9 Pbo"' Pr Par P 5-2.IG - Post tendon Foundatlon Plan�X fd J'61 §§rid fpencim. F- J lu F 4.0 CEILING JOISTS W.layers deposited. b. The utility trenches have been property backfllled and compacted S-2.ID - Partial Post torsion FoAdatftfvil~BB,g?6rn�5 eat 1I ad II) OY J 0 Cq'GR CfMRT FOR 57RK'ARi1lW'S Weld run-off tabs should be removed and ground flush to the bean FI e. 48(d)•IN CONCRETE approval Qf th �v'-s-PsrMit b�a��pp' on Z LL - g' g^ ang c. The Pou'itlatlon exeavatlons,the SoIIS expansive characteristics and bear- 5-2.IE - Pwtlal Post Cenalan Fopisatnt(gµ PJ eaA���Bg��7Apsj@MeAob Ned to W • - 4.1 llse trio span reels Par ceiling josh gluon the fouowing condltlone,unless Deviation from the preceding procedures mog be made,provided the 46(d)MASONRY(U.N.OJ �rCJ4 3�y-I- �9a11 W F ing capacity conform to the Solis report. 5-22 - Framing Pion 2A codes or ordinance. Nov elation of the ap to gi a IV 71d 7 S/6 X JB noted otherwise 6.plan. contractor r a nits uI writing an 01 prior o ee -1X1 that Is owed ^g Y permit presumed t0 give _ _ _ a. dead load 6.0 f the Weer and Bulltll OP/idol for to Fdxlcotlon. •INCREASE LENGTH BY 501G b,25 The concrete contractor Is to verif location oP holdowns and anchor bolts authorit to violate or cancel the provlslona of such o L. b. live load 10.0 PI FOR TOP BARS(hfORIZONTAL y 5-29 - Partial Franvg Plan 2mdesrity beveld. � I 7 V2 X JSI BLUE W with rouqh Iranhg to c»sury proper and accurate installation,with craning Y c. total deflection•L/240 SA GIIIALITY CONTROL BARS 50 PLACED THAT MORE =1 inter. 5-2.4 - Partial Fronting Plan 2G fVX ,Q Q -- WIRE TIE END _ y d. with calling all THAN 12 INCHES OF FRESH _ 1 S V4%JSI BLK A e. use s2 D g 1as Fir Larch 5.4.1 Quali control includes those functlon o to be ormed the contractor to t, LAP SPLICE CONCRETE 15 CAST IN THE 5-25 - Pwtlal Optional Plan 2 W W Z Zcu9 t1 P 69 m.o MISCELLANEOUSensure that the material and workmaship of structural steel construction MEMBEjt BELOW EXCLUDE 50-5 - Partial Frmng and Foundation Plan,Sole Office +Z t 2 V6.5XI PgIPIP SIZE SPACING,MAX.SPAN meet the o act epealPlcatiane,app linable standards(Building Code, 11 =139 I 2x4 12' 10'-6' ..'X'Mar, Qua ?' -1.1 Smut under base plates shall be non-shrinking type and shall have 9-5.1 - Goriventlonol Foundation Plan 5A(For E.I.a20) AWS DI.I M 550,555),and the Illy Aswr r4a Plan. .4 compressive strength equal to concrete a mason t it. fa► �I m 5 V4 X Jib 6RffN 16' 9'-"T' dt r�sj y supporting SS.IA - Partial Ganvenllarial Foundation Plea 5B and 5G(For E.I.<20J 24' b'-4" 5A2 The contractor Shall submit the contractor's written Quality Control Pion, 3 �F 61.2 All grade beano shall be poured monollthlcally far their entire length. PROJECT NUMBER Kid Carman 2 V2 X.Ia2 2x6 I2" 16'-'7' Including any required modifications to satisfy the requirements for the J; Q 5-5-IS - Post terelon Foundation Plan 5A(For category 11 and III) - 5 V2 16' 15W project,and the Quallkkyy Assurance Plan.The contractor's OCP should,as a < a 9.5 All reinforcing to be accurately and Securely located prior to Pouring 603301 24" 15'-2' minimum,Include the following. ~ concretes ou! m 5-5-IC - Post tension Foundation Pie 3A(Fs category U WW CRO55TIE g � osomy' Desl Ion and uaIlFlGatloro of project GTG I O 0 5-S.ID - Partial Post tension Foundation Plan 39,5C.(Fro category It and III) ISSUED DATE 2A FRAMING 2xb 12' 21'-II' gnat 0. P J P r 9.4 All horizontal reinforcement to have matching dowels at corners of walls. Ito" 19'-11' -Designation and quallflcatlons of personnel responsible For supervision of All vertical reinforcement to have matching dowels to looting,unless S-5.IE - Partial Post tension Foundation Plan 5B and 5C(For category 1) 01/29/03 2.1 All framing,bracing,nalling,notching,drilling or boring shall be n accordance 24' I7'-4' the Honk. a54'y TIE oR HOOK otherwlse noted. 9-5.2 - Fran Plan 5A with Building Code.Unless more stringent requremen s ore specified a -Contractor's written Or,and procedures manual, ,y 4 n9 PLOT DATE -Contractor's written weld repair procedures,and f D• FOR sg T'HRU M5 -1.5 SHEET ROCK ON FRAMING 5-5.5 - Pwtlol Fran Plan 5B required by the local,Aurledicklon. 50 STRUCTURAL 5TEEL -Contractor Nondestructive Test(HOT)procedures and NOT personnel . iL. D• FOR e6 THCob Framing 05/211/03 22 Falorlcatlon and handlingo1 i5iue-ice berms shall be ANSI/AITG A 1410.1 train"records. _� O n Stacked sheet rock loading shall be limited to the PolloHing quantities n any 5-5.4 - Partial Framing Plan 5C Per 5.1 6ENERA. one room. DRAWN BM REVISION BY: standard beams to bear legible APA-ENS or AITG grade stand.An APA- _OK NOTE, 5-53 - Partial Option Plan 5 K.P. EWS GRAN AITG GertlflGate of conformaice Ps glued-Iomroted members All structural steel materials and construction shall conform to the require- F 6 5/b": 16 Individual 4x10 sheets(6 pars of sheets) PT-1 - Post tOMIan Details a Notes. should be subrnllted to the field Inspector prior to installation.And should ments"41fled In Building Code,Chapter 22 a Reference. FI1T CROC{TIE W/EACH 1/2".20 Individual 4x10 sheets(10 pairs of shoats) have minimum 2400 psi flexural stress,DF/DF-V4 with standard Garber � o STIRRUP ALT.155'BENDS 90-1 - Structural Details a Notes. SHEET NO. (u.nc)All beans Shall be fabricated using waterproof give. 52 MATERIALS ALL BENDS SHALL BE MADE The shoring of the 2nd floor b required It the number of sheet rock STIRRUP COLD exceeds the quantities listed above. 50-2 - SGvcturol Details i Notes. 521 All steel shall be grinned with a rust resistance inotegrinner a should bs AS M TIE AND STIRRUP W-5 - Structural Details i Notes. S' ASTM A56 as a minimum,unless otherwise rested.All W shapes to be ASTM �;1_0_- R_F_1NF-0R,(VN6 v A9d12. PETALS 50-4 - Structural Details 4 Notes. . •• ......••••••• I. 2X BLOCKING ROOF TRU55 2. SIMP.C516X46'LONG W/ PER PLAN. NA1_5•2 IAb'OZ. _ 12"MAX. NOTE: ROOF 5HEA7NINI5 2X FLOATER I S 5'� I S I. ROOF SFEATHINJ6 AVOID OPENING IN SHEAR WALLS r 12'MAX 2. 5/b'MAX.NAIL EXPOSURE• W LENGTH LF95 THAN 4'-0' EN. it ISLK'6.t Ex 15 REOV. 2 GAP. MAX.WIDTH OF OPENING TO BE 1I i 2X FLAT BLK6.•SHEAR FOR/10LE9 IN SHEAR �� 5. INCREASE HAILIN6 TO bd5• ONE STUD BAY OR Ib'. 2X SHAPED BLK6.(SEE ISSN-Z r WALLS 6REAT92 THAN 0 5'O.G.ON NON-BEVELEP FOR ALT)W/16d5 6 b'O.G. Iro. ; WALL PLYWD.SPLICE W/ 4 t/2'x4 1/2'.NO MORE 4 2 MEMBER DO NOT OVER-GUT ANY FRAM- ``� `��E.N. THAN ONE HOLE LARGER 1 IN6 MEMBER. •SHEAR TRUSS. 4 4. 2X BLK'6. LED6ER R/R.OR r �` i THAN 4 I/2'x4 1/2"15 TRUSS TOE'CHORD UNDER NOTE: O C NE OZ.,CAN DE ,` i ALLOWED IN EA, GOU Y 1S ROOF SHEATHING WHEN NOT ESHEAR WALL DGE NAIL TO.N.UNL 5 MATCH USED U5 CONNECT F NAILING. ` MT11'PIGAL BOUNDARY NAILING HORIZONTAL LINE. ENGINEERING BEVELED ON TOP AS REO'D. STRAP I PLACED ON TOP OF TO TRUSS IN LIEU OF NAILING. ` r Zia ST6R STA66ER HOLES IF SUGHi PLYWOOD. 2X PRESSURE ELK&W/Ibd'S ` r PI CONSULTING D0087 EDGE NAIL ALONG STUD ON OF(W 4 1/2'x4 V2'CLITS TO GIRDER TRU55 t(5)I6db � � CONDITION OCCURS.MAX SHEAR TRANSFER 13 EACH SIDE OF OPENING END NAIL TO EACH TRUSS. GROUP 2 S DTH r; ARE ALLOYED IN A 4'-0' WIDE PANEL.NO GUTS OR i �� HOLES IN SHFATiINtS WITHIN 16' OF CORNERS. 00 CAMPUS DFM `� DO NOT OVER OJT. CA RT BEACN B0 D0026 SIMPSON A355,L550'0 NEWPORT BCli ")752-1612 FIELD FIX FOR OPENING IN S.W. 9 ' ' OR L�4'••� FAX (PW)762458W I. 2XI2 STRINGERS•16'O.G. r I PALM BPRN06 C/BW 92&bBBO yp GRI r t O.G.U.N.O.PLANS. 2 Z. PLYWOOD TREADS t RISERS LINS d ,`� ;rSOLE PLATE NAILING\• SOLE BEO.GAi NON Si-EEAR SAEED a BEKAµ PE (MIN.9/4'). Y 1. NOTGH DEPTH t BORED HOLE PER SWEAR WALL WALL*'PER TABLE• - 2X4 THRUST PLATE ANCHORED SEE TABLE BELOW K'6.(2X,MOIST) 5CHECO IL W/SHOT PINS•24'O.G.W/2' MILL 12'LONG•MAX.4b'O.G. SWEAR WALL. OF DIA.WASHERS.(SEE SECTION 2. STUD RIM JOIST PER PLAN. 92 of 9N-I SHEET-6ETERAL WITH FLOOR Ex SECURE W/(2) RESTPoCTNE NOTICE BELLOW NOTES t REGfI11RL-MENT91. , 5. SILL PLATE IbdS E/5. II 2 Z TOP PLATE. 7 b S I 7 ,'I SECURE STRINGER TO 2X4 4 4. HOLE L-POE DISTANCE 5/6' SN2 so NeiSIIPETYP�L7P4 EACH QOUYM 7tK 17 __ PLATE W/CJ)16d TOE NAIL5. II -r MIN. PROVIDE SOLID BLOCKINS,OR COHtMLitO 0I1pR'no ALL 4. PER ARCHITECTURAL NT.RIM JOIST AT ALL ` IF�07RG=UUS5EBµ' 7p ALLSHOW i®cr Blfe N IV, r 2 BEARING POINTS. r SIMPSON 5T6256. Mu NO PART OF TIM DFUNNO 1t 6 n i 5. PLYYVOOD SIIBFLOOR 5 4 % ``\` LINS GN IN:ODP®1 TIINIBI6M of b. APPROVED METAL HANGERS O , d MIN, ID RIM JOIST PER PLAN r i r _ AW ON PANEL KEMMT�A T16t 1• PM.JOIST OR HEADER _ 1 ; NOTE odmt B1BY®INS odaulq 9 S ^^ EDGES 1 5X POST. vllNtWT FIHTTEN CON OW OF 4 12 1 b. SIMP.THA215 TRU55 HANGER INTERIOR BEARING,AND SHEAR IN.5X POST AT I i ' /2' WHEN Pi SHT'6. WIM' 9. COW.2X PLATE W/16d5 O WALLS.(MAX.HEI&HT-10'). X TRIMMER W/KING `�` VE,RT•SPLICES Y� 5/D 15 NAILED TO TRIMMER, COtKtLGOLIM B40433017 6.O.G. STUD ATTACHED WU I6d' ATTACH TO KING STUD STUDSN.2X4 I r §TAG6EIQED E.N.'IS TO �q�e� 10.DBL.J015T OR BLOGKIN6 ---- ---- IOW 2010 NTERIOR NON-BEARING AND T •b'O.G.USE VOL. I1 r R�rIJ11iED. W MATCH SPACED WALL 10 TRIMMER IF OPENING IS ` � /' I •II •I MATCH SHEAR WALL E.N. 2 4 It. 6"MIN.•NOTCH NO OVERGUT. IN MORE THAN TWO CONSEGUTIVEITTED i i T NONHEI-SHEAR WALLS.(MAX. `� II GREATER THAN a'-0' ` r •• �\ ; I I• WEB eSHOULD pgE�' REVISIONS ,2.2X6 LEDGER W/(4)I6d'S PER DOUBLE STUDS i N ` r ' / I• II I 2- PFLAVNSHLIN TH SHEAR N0. DATE DEW. STUD•WALL CONDITION. BORED HOLES MIN.2X4 5TUD5•16"O.G.AT ' � __________ • ALL EXTERIOR WAl-L5.(MAX r 57Up EXTERIOR l NON- HEI6HT•10'). ` 1/6' PLAN ATTACH-TRIM?-MR OR TO K.STUD 511E EA NO NOTCH DEPTH r . NON- REFER TO PLANS FOR OTHER 2X FLOATER i 1�� r W/ AR •WALLS O.G.AT STAIR DETAILS 2x4 I W" 2 STUD EXTERIOR t BEARING GONDITIONs. Y1ERE occuRs ;r \ n' • OZ.AT NON SHEAR W pLbg D0002N 2xd 2 SAG' S 5/16' SIZE WALLS WALLS STUD WALL t, i r I TRIMMER t KING STUD i1A SILL W/ANCHOR BOLTS I 2-2x4 2 I/b' 2 1/D' 2x4 IUD' 1/Ib' S�FOUNDATION PLAN FOR r �� I 2-Zxb 3 5A6' S 5/16' 2x6 13/6' 2 5/16' 512E t SPACING. PER PLAN, D 007 CEO APPROVED"SHOT PINS• r `11 12X FLOATER. I. BALUSTER PER ARCHITECT . STUD NOT I NG/BORING LIMITS 1O SEE FOUNDATION PLAN NOTES. DOUBLE SILL IF ,` `` �PEREALL POST' 2. GUARDRAIL VV/5/b'•LA6 OR N6REATER• 1� r// \`� ro, FCE OF SHEAR PANEL ON OUTSIDE SGREW5. p 0 0 0 O o 5. 1/2'VIA X 2 1/2'LONG LAS `HHEFZ OCCURSI o SCREW W/WASHER THROUGH I 2 DRYWALL SUMP., SILL PLATE 4. 2X STUD I- NOTCH IN PLATE OPENSUMP.HDG WHEN 4• 5. a'DIA.RA1 13YW__W[_ S M EXCEED 6 EITHER SIDE MIN 4 b. F�pp�SYSTEM nnN,r. 2 EXCEED M 3/IF IN Rx4D HOLE T D0013 EXCEEDS 5'-0' 2 1. H2S OR SCAB J015T TO PLATE OR 2 S/4'IN 2xb ' �• R 4 6. 2STUD X&BLK6.Wv(4)16d5TO 1/2 DEPTH TPOLATELW/ETL`M BEOW°F TYP. FRAMING GR055 SECTION 6 TYPICAL FRAMING ELEVATION 1 • 18 �O S EACH STUD. D0014 q. H23 FROM STUD TO SILL 3-51MPSON G516x14"LONG b S PLATE 5TAG6.•16"O.G. ; METAL STRAP,TYPICAL O I. 2X STUDS 5. MIN.2X6 SOLID BLK'6.W/(2 --------------- 10. M5TA21 CENTERED O 5HT'6. EACH PLATE GUT W/(b) 2. SILL PLATE Ibd NAIL5 FA.SUPS UNDER I. TYPICAL ZX STIA�AT 16' 4 NAIL ALL HOLES 3 bd'e s EACH SIDE. 3. P.N.PER pLq� PERf'ENDIGULAR WALL5 O.G.U.N.O.W.(2)16d END ( O O O O m S ALT.CONNECTION - 11. SHIM A5 REQUIRED 4 4. X JOISTS OR•I•-JOIST AND 6 16"O.G.UNDER 5 NAILS OR(4)Dd TOE NAILS 4-PIPE WHERE OCCURS PARALLEL WALLS. 2 EACH END TO TOP t SILL _ 5-TOP PLATE5/SILL PLATES b. 2X4•24'FLOOR W/(U LTPMEMBER PLATES. --- SOLID pORTIONT(NAX b'OC) / 9 2 4 70 EACH FLOOR MEMBER _ � 1 5 NOTE: 2, COBWEB STUDS OR POST PER b \1 -FOR PARALLEL CONDITION, PLAN. / b-ANCHOR BOLTS PER PLANS A SINGLE JOIST IS ALIGNED 3. PLYWOOD SHEAR PANEL PER _____________ SPPG•N6.OF b'-0'(3-A95b ]�O 2 5 5 BLK'6.MAY IS OMITTED IF 10 10�\ 1 ,. 1-LOCATE ANCHOR BOLT 5' UNDER A WALL WHICH SPANS PLAN. PER ADJACENT BLKb),AND T MIN. H MAX.AWAY FROM UNDER I/2 THE LENGTH OF THE 2 I/2' �� ��� OF 4'-0'.FOR VENT' PER AGI Z V 7 I I 5 NOTCH OR END OF PLATE JOIST:OR A DBL.JOIST IS 4. POST AT END OF SHEAR PANEL ��{ - 2 MAX.HEISHT•5a' NOTE: SPANS OVER 1/2 THE LENGTH r ADJACENT BLK'e). Ul / ALIGNED UNDER A WALL WHICH ' S. PER CORNER tMULTI-STUDS - I J \ F•20 PLF OF THE JOIST5. x5 I/2 \ M•20(&')(W")A2-5O6 lb-In IF NOTCH OR HOLE EXCEEDS _ 50%OF TOP PLATE WIDTH, TC6ETHER Y1/16d5 Ib'O.G`\ SKIP A55's VENT BLK'6. O IU 5/8'�DIA.•BOLTS CAPACITY 'UBTTEA66ERFJ7•TE/520�PLATES. 4 ALT.SUMP. 5 ``• 5' �4 V4� 2 -'I'-JOIST BLK'6.MAY BE USED STAGGERED. 1, / FBI WHEN[-JOIST SYSTEM IS USED. Q x pl USE FILLER AS REQUIRED 6. EDGE NAILING 7 II 3 4" /4' IN WITHDRAWL 15 315 PAN. 6 -USE 91MP50N N•15 A5 NEEDED PERPENDICULAR Z,CLIP. 4 TYP• MAX _ PENETRATION.USE MIN.2' CONDITION -FOR PARTITION LL-NfiTH LE55 1. 16d's 6 4'O.G.5TA66ERED --------------' J J of ALT.CONDITION PENETRAT,ON 6 THAN ARTI IO BLK'6. HANDRAIL/GUARD RAIL 15 PIPING THRU PLATE FRAM'G 11 15 RE�,IRED. SH 5 SPACE•2'O.G.SHOULD TYPICAL VENT BLOCK 1A D0027N _ I/Cl"ASHOULD BE STAGGERED MIN. D0014 I/D'ALL PLYWOOD E.N. 1/5'GAP b SHOULD FALL ON 2X FRAMING 1. SOLID RIM 2 VL.OR I. I/5 OF JOIST DEPTH MAX. 4. PIPE pR GpNDUIT 5 I S 5 I 6 , T , MEMBERS. 2 I. PANEL JOINT 2. 2'CLEAR TO EDGE OF JOIST S. I/6 OF JOIST DEPTH MAX TIMBER STRAND)W/FULL 2. ROOF OR FLOOR SHEATHING 5. JOIST DEPTH 6. 1/4 OF JOIST DEPTH WITHIN NEEDED.I .ADD K6.A5 W S S 3. 2X4 W/NAILS TO LOCATION SHOWN '`, it -_ - 2. LOAD BEARING POST/ f 2 2X4 W N IL EDGE NAILING f 4 4. ROOF OR FLOOR FRAMING UP TO 5' UP TO T' UP TO 10' NOTES, MEMBER TJI SIZE I STUD ABOVE. OFFSET EDGE ALT.CONDITION 5. 2X4 FLAT CONNECT TO A B A B A B A B AP`ROlu FRAMING MEMBER W/(2)IOd -PER CONV.FLOOR SYSTEM 4 w 3• 9Cas y O W )TORT MAX b'AWAY FROM EN•D - - NOTCHED t BORED HOLES TO 4 MEN•1�R COMMON NAILS EA. II T/D' I'-0'I'-0' S'-0'4'-0'S'-0'b'-0' BE 6 OUTER 1/5 SPAN ONLY PARALLEL ALTERNATE 3 N FILLS CIATES,I C. b. PANEL EDGE WERE 2X FLAT J 9 6 14 T D 9 D1 K6 •BLOCKED II 7/a' I'-0.2'-0'V-6"V-6'b'-0'D'�+' - - GOHDITION CONDITION D0018 A-' VIEW WIALL TRANSITION Thes' T� 31 19 NEEDED -MAINTAIN MIN.6"SPACING 4 P ATE 19 T. DIAPHRAGM BOUNDARY t 14' ,RA&M '-0•,'-O• ,'-0. 4'-0•,'-0•D'-0'6'-0',1'-0• BTWN.NOTGHES/HORED HOLE NON-BEARING WALL SUPPORT 7 HEAR WALL/WALL INTERSECTION 4 BPPllcahl o atlh"I al •... •.•••.•. BA PER FLAK 14 I'-0•I'-0' 2'-6.5'-0'S'-0'9'-0'9'-0'II'-0' -FOR OTHER HOLE SIZES Per .. .. ... ....... D. v15GON71N0005 PANEL EDGE, 5 re•t�L7 zpe n lsW here a .�Pfl9T� 6Nho O�� EDGE NAILING PER PLAN AND JOIST TYPE SEE D0009 aPPr I lf9 a CYCIII Ik iU.QeiAy mi g 10 9. T.PANEL EDGE W/BILKS. A I&MN D as MANUFAGTVRER$PEG. kI�.DER PER AIS O � � IF BLOCKED DIAPHRAGM), Tt'P. 1. FLASHING. The Isg -DO NOT GUT HOLES L I. I/2"THICK PLYWOOD SHT'6. 2. WOOD FRAME WALL. a or grantin E06C NAILING PER PLAN. THAN 1 1/2"IN CANTILEVER. I 2. ROOF SYSTEM. 5. ARCHIITTECCTTURAL DDRRAEWRIN6 E b Permit l of these g of a Per mit z 10.24'MIN.UNLESS FULLY ANp MANIFAGTIIRER FOR cotles or ortlinan Plans shMl notb.'. a plic p BLOCKED B ALL ED6E5. Permit or rdjnane any violation t It. FIELD NAILING PER PLAN -A I U2'HOLE HE BE GUT 3. MIN.I/2'THICK PLYWOOD 2 MORE INFORMATIONS. F 10• It. FRAMING MEMBt1R9 ANYWERE IN THE WEB. 1 5HT'6.NAILED DOWN•b' q 4. AIR SPACE WERE REOT7. ' ua-.s to s r ,n 12.1/b'GAP U.NrO. O o 0 O.G.TO LECOER/TOP RATE. 1 s. 22 6AU5E XT/W WIDEX6• BLOCKING AT POSTS/tooa 1�% " "rP` `L :II 15 14.DIRECTION O FACE GRAIN -REFER TO MANUFCT'URERS i i 2 1O AS AN'ALIT'EXTEND ROOF I LONG GALVANIZED 0OR- Z ' O�PENEN, W/DBL.91�RUCNDICULAR TO SUPPORT CATALOG. IN I-JOIST i ; 4 1 EXTEND 4-0 E S .`- Q GUIDE LINES 5HT'6 THRO SH FIREPLACE. RU&ATEO 5TEEL VENEER 5 ANCHOR•12'O.G.VERTIG V F: Q . I/2'THICK PLYWOOD ON 5 - t MAX.24'O.G.HORIZONTAL 2 2 4 2 4 2 W 0-Z MEM5ER5/BEAM(PER PLAN q 2X D2 DZ L2 L2 M u SIDES CENTERED 1 JOINT b. SHEATHING WHERE OC.CAM yl1 Ib'.MIN. t PROVIDE B.N.•ALL ED6E5. i ACH WAY. 6 7. MORTAR BED. �- t TYP D. 10d NAIL AT BEND IN ANCHOR 16•(5)16d TOE AIDLS IH F�LEN6TH NOTCH HOLES I N I-JO 1ST 3 ; ; - 5. 2X LEDGER W/16d'°•6' 9. IN SEISMIC ZONE 5 t 4,ADD `u i O.G.t LTP4•b"O.G.TO I •q BA&AGE WIRE JOINT Q Q Q • OF TAIL J015T IS GREATER i --- - THAN b'-0". DBL.TOP PLATE. VERTIO�EMEN7•12'O.G. n. TAIL JOIST/TRUS5 PER PLAN S 1 S 5 3 PROJECT NUMBER THAN i i b. FIREPLACE FLUE. II. 5E6 V X 3 1/2, P PER 5/4' ID.TYP.2-BA IL OF BILKS YV i i • G516 WL NAILS•2 I/16'O.G. I 1. GUT HOLE IN PLYWOOD ONLY BOLTS 16' I/4 sTA66.. TYP. 60339 4 i I 5 AS REQUIRED. 5 12.b SLE I R LIP4.STEEL ,. BOTTOM CHORD OF 7RJ55 ISSUED DATE . NOTES: I ANGLE FOR UP TO a'-0' PERPENDICULAR PARALLEL -STA66ERE0 JOINTS AS SHOWN b 6. PLYWOOD FLOOR SHT'6. OPENING t 6'x5 I/2'x5/6' 2. SUMP.STG•EACH CONNECT. -MIN.SIZE OF SHEET SHALL BE 2'x21. 1 6 b 9 (MAX.•24'0 1 OI/29/03 • -NAILSSHALL t•OT FRAGTNiE`' AGE OF S GONT.THRU FIREPLACE. 4 FOR UP TO I6'-0.OPENINk9. I I (NOTE b'I9 VERT.DIMENSION 4 S. IX OVER 2X PLATE OR_(71_ SHEA.THIN6. 9. FLOOR SYSTEM. OF ANGLE). 10 D 6 2X TOP PLATE WEN TNcU•.7ppa PLOT DATE -SEE 6ENERAd.NOTES FOR PLYWOOD ' 4. 2X BLK'6.•24'O.G.W/(2) 04/25/05 TYPE,THICKNESS,SPACINYa,t NAIL SIZEIr 10.MAX.UNSUPPORTED HEIGHT NOTE:AN NEED TO SOT.CHORD IS CAMBERS -PROVIDE MIN 3/D'EDGE DISTANCE• 2 ,bd' TO EACH MEMBER. FRAMING M IK 3/ t 5/I6'DI EDGE OF t TO BE 4'-0'.FOR HEIGHTS 2 EXTEND t BEAR i I HA GREATER THAN 4'-O'USE MIN.4'ON SIDE 5. 2X MEMECiR W/(2)Ibd TO BLK' ORAVYN W. REVISION BY. ID PLYYiPOD DIA6HRA6M. BRACE WALL TO 00� O`VENEER. b. X))6 BR/•GIN6. -ALL DIA°W+RA6M Bt711NDARIES 5Ht71A.D i b O. 2)16d5 12 ATE. K.P. 12 BE FULLY SUPPORTED BY FRAMING i „ 9. TYP.EDGE NAILING. OPENING N MEMBERS W/BOUNDARY NALIN6 i i 6 ID 9 7 II 5 , 10.2X GEESE JOIST OR BOTTOM SHEET NO: DIAPHRAGM -T!6 EDGE TO BE LOCATED OVER 4CHORD OF TRUE{. 16 CONTINUOUS PANEL JOINT. I SECTION GONNEGTItON It. 2X BLK'6.X 12'LONG•t6'-0' IT -M PROVIDE UNSUPPORTED SHE THING,T BE I M1 12 ALT,CONDITION ALT.CONNECTION O.G NALED TO TOP PLATE - THR.WALL •OPENING W/�)16d,e. S IS MEMBERS TO LIMIT SPAN. D0003 D0004 20 SHEATHING LAYOUT 16 NOTCH I$ HOLES IN GONV. UST. 12 EXTERIOR FIREPLACE CONN. 8 MASONRY VENEER/CAVITY WALL 5 IFRKS. TO NON-BEARING WALLS 3 SYMBOLS LEGEND FOOTIN9 M/F DROP IN SLAB NERIFY PRIOR TO CONSINIr-TIOW GOUVIS � � PAD NeeR ENGINEERING 1 I e OCTAL R CONSULTING � 1$'-0• � I GROUP PAD SCHEDULE ----- �— 2'-0.50.x Ir Deep PAD w(2)•a ert cA>>zeeo I I I yo I;1. I NEWPORT BCK Wg)752II t2 2'b xa.x Ir Deep PAD w(s)w erL FAX (BOM-M SPRNM ( I I I -_--- i 2'-0'S0.X Ib•OMP PAD W/(2)04 EN BREED d BEKNA PE i I I `v( -G" = I I �i�•/�1.i s^—' I � � 2'-6'SO.X Ia'DEEP PAD W/(3)04 EYl l I V k� 2A tom , , i�d.�i..� 4 .,./! I I PESTFJCTIVE NOTICE I I I w✓ -- I I I '-0' V-O'50.X Ia•DEEP PAD w M)e4 ErL THEIR DEIMIM CINtMtti4 AND SIMEDFICAT0011 ARE THE DOLLME I r I I I I pP:SEt� iiPr4pmy OF Games 5'-b'S0.X IS"DEEP PAD YV(4)04 EYL ooN11<t MTMGH 10 I ! -- I" I i 4'-0'50.X Ia'DEEP PAD YV/(4)•4 P.K ND"D OF aL To ALL FEcrMM HE GM ME CMM TKANSFBIM OR tt •I I i !'-b'SG.X la'DEEP PAD hlr(b)s5 era EtCAN ANY R�SEE yny THEM YaRgUI ltRfiB1 0011EBR OF Mum -- I FOUNDATION NOTES �� - CCFYR3Nf oaNIE Et«tE®.Kt REFER TO SECTION 90 OF SN-I SHEET FOR ALL POtMATION NOTES. Cd IPLU_ _ ALL Ron 2. REFER / L J INSTAU.AnDETAIL OF OL I,n/SD-I AND IaiSD-I FOR .�I; -- REVISIONS _..\ I 3. REFER TO TABLE BELOW FOR AW-HOR BOLT 51ZE5 AND SPACINS. 7'-9 II ----�1 t______I I � j 1 V Ind I j I NO. DATE DESC. IAW-14OR VOL St ACANS i 1 L i I 1 l � — �=i ,�I��.' �� I! I '-�_-- f. sro•o H IZ••4D•oc. A W ti contact.d I it I ------- I ---- I --- L ---- I I Sro'e x IQ'a 16•O.C. A I aa.. ✓sX6•nl I ' iN �t j I „r I No. .a.d I,.. , I I e° rJ SXb NII •17.O.C. E7�, I �— I I L--- J ( I 5/3xa 3'a W O.G. for :: -:> J -----J———————-il rr- I , -� h F I I l , .i Io I 1 'o• - !o u ?` r --- -- — -- --- --------j �v ! aA I 4A el\ _CJ 4A p AI.L INFORMATION FR'OTt BASIC, Lr— PARTIAL FOUNDATION PLANPL � o I JJ� OPT. BEDROOM 4 scP,Le ' I/4• I'-O• sA I I ry r 1 i sA LLI 3A NJ de m PI PI \ i j• - i EKA$RSC0T7F OSSOCC O W By ES O w These Aeblrcablen coA a peen reviewetl DATE ce Z O C 0. grants es for 1 I a py p tl to 1 sue atldu ice. Authoer t t TtPeprogau Y all applicable City agencaes Perini atl t Pan ante o, F Cotl SoYOrPBPP ove Plansgrinlln hall n Of atPermit b en V alu uthorit r ortlinanceanY viola lion pe const ueu %L— -------IJ COtl Y to viola) hO permit preslumetlP ire------------------------ es shall be valitl.e or cancel the t suc Provisions �4Q 4A o Z W WYZ TJ 16XI q TJ IbX7 GARAGE PORTAL 16ARA6E PORTALIL I Q 1 r m J at\ PROJECT NUMBER �d ISSIIED DATE 01/29/05 PLOT DATE 04/25/03 DRAWN BY. REVISION BY.. Q.H.N. FOUNDATION PLAN SHEET NO. PLAN I A W> , 1/4' • r-0• S-1.1 SYMBOLS LE6END p//� FOOTIND DROP IN GLAD(VERIFY PRIOR TO G4145TRUGTIOW —• ��•��—•— REBAR 9 ® PAP RVIBER GOUVIS ENGINEERING ' e DETAIL CONSULTING DETAIL SHEET NUMBER GROUP PAP SCHEDULE I ----------------- — — ---------------------l1 r ----- - ----------- I IEWPORT BEACH 2-00.xI2 DEEP D CA 92880 I I I I I NEWPORT M-li: (90 752-IM 1 I 1 I I 2'-6.W.X 12'DEEP PAD W(5)•4 EYl FAX, SPfiIN (9ro 7524M o A I I I I I I PM� I I I I I 2'-0'80.X la'DE@P PAD W/(2)+4 EYa SAEED 1 BEKAIA PE I;;`✓ '�.r � �O�?� I I i I�/i�� I I *w� ;.., 2'-6.5r�.x Ia•Deep PAD w(s)+4 E w l EAT f• I RESTRICTIVE NOTICE 1 I I D'-0'90.X Ia'DEEP PAD Yv(5)04 EYL TMM DI M oRAv M wo I I L.LI SPECIRGTMM AM TNF EXCLLOW s'-6'sa.x Ia vEEP PAD w(4)+4 ex OoNaue 4" I°w.Me ALL 1 I I I I I i 4'-0"50.X to'DEEP PAD A/(4)04 EYL AM ND OF THM DFKVA" 1 I I I CAN M bortml TRMNtFHHt,OR 1 1 I I I I 5'6 50.x 1a DEEP PAD W/(a)+5 erL ST M�CAN� I I I I I I I VATHOM WRITtENo T F l i FOUNDATION NOTES COP>,.d1TQwM BOMMM 1 II 1 I 1 I L J I. REFER TO SECTION 6A INSTALLATION OF HOLOONN OF SN-1 SHEET FOR ALL POUIDATION NOTES. txwtuL� L J 1 I . 2, REFER TO DETAIL IS/5D-I,16/'5D-I,IT/SO-1 AND REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACINS. REVISIONS NC I NO. DATE DESC. P 1 17:>,.{°'1�.cN I I �'I^*" 1M ice. `� I ® sro•oxl2•.4a•oc. © sro•o.12•.52•o.c. I I 1 I l: r*�i. 4--� 1 ro•oxI •.I6•oc. I h l 1 A Dro'o x 12•0 a•D.O. I I I ® . n eortat.✓ --- --- 1 b'O x 121•16.O.O. ------------i I ------------i l ML i .1as.H)sX6au 1 yo ro•o x 12'6 12'O.G. Etp !!\\ No. I I ., 1 I '` ,! 5X6 �% NII 1 I L-------------- I I j L--------------- t I -- — •a oC. OF dt7� , ` .„..•- 1e..,F`"C;.r 'ems.:tom•% w^d I 1 A`t,i...�.:,� � w../�•iJ j I 1 I ---- ---------------- o I � 1 I I r---- -----------------� Z �U I I 1 1 a -- j I I � 0��� ------------- ------ ------L— -- j-,,r I I I � j ------------- ------ — L_ J I I n uax7 ----- - ---- I r— Mr---—J v JJOC I 1 I I _ Pi L J I J L i 0= i. '% .,'•'14.,J i BA O P L li i 7A uO-- f Ahl Iay�I$ Ico I I :F:7rh.. I SCOTTF FOR PERMiOISSUED ANCE O� 1 1 1 I AZEXAS&ASSOCIATES,INC I 1 I I L I 1 These DATE O 1 1 I ePPlic bile scotive been reviewed for a hereby grantetl es antl ortlinanca. tlheren�too'n V I I aPProvalb tO issue a bu Authorize on 1 1 Yall ePPlicable Cit tlin9 Permit 1 The Yagencies. — _ 1 1 I ePProval an to se granting permit----- e or ------------- ------- Permit or a Plans Shall not b base ° _ ------------------------- --- ------------ — -� of or a +tt Pprove nWru cotles or o dlnanceanNovpearm'to a coaFP I to Z authority of the codes shalltbe valitlViolate or cancel the provisions of -ve — 4A 4A cn ~Z uj W W Z TJ 16XT q I TJ 16X'1 6ARAiSE PORTAL 6ARA6E PORTAL 7�TJ IbX'1 4 TJ 16X7 t�$ 6ARA&E PORTAL SARA&E PORTAL Q Q H m-j PRQECT NUMBER: ALL RIOT-IATION FROM ALl INFORMATION PROM 17O33q PART 1 AL FOUNPAT I ON PLAN �`PLAN�ITi TO PARTIAL FOUNDATION PLAN °A'I`PLAN APPLIES T° D DA5 ALTERNATt ELEVATION N.NOJ ALTERNATE ELEVATION N.N.OJ SCALE I/4" a I'-O" OI/2q/03 PLAN IG SCALE : 1/4" . r-o" PLAN IB PLOT ins s DRAWN BY.. REVUMN BY: Q.H.N. SHEET NO: S-MA SPECIAL FIELD COKSTRUGTION NOTES 1.FOUNDATION DIMENSIONS ARE EXTRACTED PROM ARCHITECTURAL DRANNGS.GOUVIS ENGINEERING CALIFORNIA DOES NOT ASSUME ANY LIABILITY NTH RESPECT TO THESE SYMBOLS LEC E D DIMENSIONS.CONTRACTOR SMALL VERIFY ALL POUDAnc%DIMENSIONS NTH M ARCHITEGTl1RAL DRAWNSS AID NTM FIELD GONDITION 5.CONTRACTOR SMALL VERIFY M LOCATION AND SIZES OF All ANCHOR BOLTS.HHOLDOW.S EMBEDDED STRAPS AND FRAMING ----- FOOTING MATERIALS.CONTRACTOR SHALL VERIFY CONFIEUR TOM AND LOCATION OF ALL ARCHITECTURAL FEATURES,5UCM AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, PATIOS,PORCHES,AND STOOPS. 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO DROP IN SLAB(VERIFY PRIOR TO GONSTRUGTIOW FABRICATING GABLES.COLOR COOIND OF GABLES 15 ONLY TO A5615T TENDON PLACEMENT, -•-,--- REBAR AND MAY BE REVISED AT THE GONTRAGTORS OPTION ANY DISGREPANGIES IN BUT NOT LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION j 5 SPACES AT 4'-2.3 D SPACES AT V-6't DE516NATION SHALL BE BROUGHT TO THE ATTENTION OF 0OUVI5 ENGINEERING PRIOR TO FABRICATION. 5, "4 4• I •4 e :� .4 A. COUNTS 5.STRESSING END AND DEAD END OF TENDONS MAY EE REVERSED FROM THAT SHORN ON • �,\..µ.., PAD NFBER THE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AM GENERAL TENDON WHT-PM YEL-ERN YEL-faRY -4 EL-faRY ENGINEERING SUPPORT LAYOUT,SEE DETAIL(4/PT-1).(S/Pr-Q. YEL-BIN DETAIL SHEET Nrt-EER I 1 e 'L CONSULTING 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WEN I GROUP SHOM OTHERNSE. 5.DIMENSIONS ARE NOT PURM5HED TO SIMPSON HOLDOYN5.IT IS THE RESPONSIBILITY OF /� THE CONTRACTOR'.SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE 11 PAP SCHEDULE CONTRACTOR TO LOCATE THESE ANIGIORS IN THE EXACT LOCATION.REFER TO PETALS FOR PROPER INSTALLATION. •................i...............4............................... ....... . ....... ..... ,..t.....,....,c...............t.............t.......... ...t.............t............. 2-0 SQ X ID 6.PROVIDE•5 x 24•DOYEL•24'O.G.AND 12"FROM CORERS AT ALL CONGRE7E �- - - -}-- 1 •THICK PAD W/(2)04 EA GOTT. NENYPOR'T BEACH r----. 1 r.- Wit-,-1 rt`---'t h r--t--- 1 : CA92HO STOOPS PORCHES,PATIOS AND OTHER ATTAGHNEHT9 WEN CAST INDEPENDENT OF - I' P057-PENSION SLAB UNLESS NOTED OTHERWSE. I I I I Hp I IIy ;`) :I I 1 2'-6'9Q.X ID'THICK PAD w/(5).a EY.Bon. NtYlPORT BCH: (PW)7li2-N6N2 T.ADMIXTURES IN caNCRETE MIX GONTANIH(S LALCIUM CHLORIDES SHALL NOT BE USED. I n'-00• I i I f V III\:TBACK OF ,•r' :I I I FAX NRY)752.5921 IS. EXTERIOR FLINGS FROM FOR DESCENDING TIPH IN SLOPE SSHAALLL COMPLYL.S AMID WINSOILIGHT I _- =y l. :I I I W-O'50.X ID•THICK PAD MY(4)IS EY1 BOTT. A� PROHIBITED TO BE IMPOSED P/ ft WA PRIOR TO CONSTRUCTION LOADS BEGINWALL FRAMING 5 •••••••••• •••••••••l•••l:. ....... ............:........ ""''�"' '°""""""7r.........:.............j.I...l.......:.............i...........l.i ECCMMENDA DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS IDICATE MIN 2000 PSI STRENSHT. .I ••••••� I I I I 1 ,�,' ,:.-.>� i: G'-6'S[i.x ID'THICK PAD W/(4).5 EY.BOTT. 9 LOORTI FRAMINkS,AND/OR NEAW CAiSTRUCTION LOADS ARE STRICTLY .1••••••••••••••.•••• i ( I I ` ; SAEEDJ,BEKAK P.E. I •• 1 I0 I a•� I \ 1C• I I: ___ i � 10.SPECIAL INSPECTION IS REQUIRED FOR THE TEMOQ+IKSTALLATION CONCRETE 1 1 1 _ 7,: 4'-0•Sa X ID•THICK PAD MV 03)05 EA GOTT. RESTRICTIVE NOTICE PLAceMENr AND 5TRE991M6 or POST TT9Ls10N TENDONS. Imo,+ 111 -0• TIE.aE I�alora oRoe,wD It.FINISH GRADE AROUND THE PERIMETER OF P05T TENSION SLAB SHALL BE CONSTRUCTED : : : ; ..-1 SUCH THAT RAIN AND IRRIGATION PATER 15 DRAIM M AWAY FROM THE SLAB. .:.I..............:••••••••••••...........••.J...Jc..... ......... . r2t�.i........ ...j......J...J..i........�'. + .....j.............j.�...�.......i.............i...........l.j 4'-6'50.X ID•THICK PAD Yv(5)-5 EYL BOTT. Y�'.�TIOM NE LIE FSUANE f } 12.ALL 517E AND PAD PREPARATION SUCH AS BUT LIMITED TO GRADING COMPACTION OF : I I I: I I \••.'••••• :t 1 I: CONK Tw aPFORY"OF°FWW .D�'N'p THE FPER'ORI-ED IN PRE-SATURATION, AGCORDANYE WTN SOILS ENGIIEE9R55 REGOMMEMDATION5 AND w �SLAD DAM PREPARATION,SHALL M �' +� ; :I I I: �ToIANTON H MOMENTS IW_LURED IN THE SOILS REPORT. I I ( I .�� ��- :I I (: 5'-0 se.x ID THICK PAD w/(s).5 EY.BOrr. AND NO PA/R OF THEE DMVRM 15.A MINIMUM OF THREE(5)CYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE I 1 I! �; I I I :I I 1' W-6'So.X ID'THICK PAD hV(6)05 EA.507T. FIEPRODUCED.N01%CAN ANY �BE 111110111FE111911� STRENGTH. I STRUCTLM BE @MT FROM THEM ...................................... ..:..!. ............:........ ...:.. ........i............................ 7 I..... J...I.........il .. ....�...�..:..... .I...t..... ......... ...........I.. OOITHOUT WiffIEN Sp�iN 4Wff OF ..... ... 1.BULKHEAD BY LOCATING THE GEMTER OF TIC STRAND BUNDLES PER THE DIMENSIONS ON : I t I: �_- _ :I I I POST TENSION NOTES THE STRAND PLAN.(NOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 No TENSION ON THE TENDONS UNTIL AFTER THE conCRCTE 5 POURED). 1 I 1 I 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH 510E OF BUNDLE CENTERLINE I I I I: •_-,-__ - J-; I I ` :I I I: COP1�'^O01N1BH0 PER DETAIL(4/F7-U AMC)DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED :...�.,_.. I I: I I : `��"1_i 1 ION SEE SHEET PT-I FOR STRUCTURAL DESBN NOTES AND TECHNICAL SEE P05T TENSION OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORM IA1'fIL TENDONS ARE IN ••••••••• ••••••••• ••••••• GN PLANS FOR SPECIAL FAMIT11 FIE11210i'M GONS�TRUG ON NOTES TENDON AND IANCHORAfiE INSTALLATION -- �.-._ ................ ... ..j.. ..j... ..t.. .... ......... PLACE. e.�"� ii--- h••• ••.�•.....I. I' ••'• ---------- NOTES,CONCRETE PLACEMENT NOTES,TENDON 5TRE55RlG __ __ --�.�- 1J 1�- -1 ..- ------ PREPARATION NOTES,TENDON 57RE951N6 PROCEDURE NOTES, REVISIONS 5.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER h' :i, -}✓",,.... �. STRESSING HOLES SEALING NOTES. DIRECTION.REFERRING TO THE PLAN. '�' - ---- -- I AN SELECT INDIVIDUAL COLOR-GORED COILS OF STRAND l �: 'I _ : :-'"""+!}, im'. M1• - - AND UNROLL THEM IN PLACE.BE AT THE DEAD-END,IF THERE Is ONE.AT LEAST ID' -- ----- - r - : .I 2 VERIFY WTH ARCH TEGTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE OEM OF STRAND MUST PASS THE BULKHEAD AT EACH sTRE551N6 ETD. Tim 70 ANCHOR HEM.(POCKET bdo PORMIER INTO NAIL ANCHORS WTH 2 WUIs 1. :.I. ...... �,:. j `'t, I I: I __ .._ pE516N vRAWNFf FOR ALL DIMENSIONS REF ON ...s„ ..IJ ......... .. ............ ......... .. ..t:.. .. .. ... ......... ....... POST-TENSIONED FOUNDATION PLANS AND RER9.TO ..... ..... 5.TIE DEAD-END IF ANY,IN RAGE APPROXIMATELY I I/2'FROM BULKHEAD SUPPORT 50 • ALL REMAINING L(AND STRUCTURAL IF BY POST-TENSIONED NSIO ED FOR THAT THE CENTERLIE OF THE ANCHORAGES 15 APPROXIMATELY 5 1/2•BELOW TOP OF ALL REMAINING DIMEN510N NOT SHORN ON POST-TENSIONED FOUNDATION PLANS. SLAB. AND 6.A7 ST2E55INS ENDS,REMOVE WRAPPING TO APPROXIMATELY 6'INSIDE THE BULKHEAD. '(I; 1 I F" I: I 1 I; ry 1 : • J. '___-. ' 5. VERIFY WTH ARCHITECTURAL(AID STRUCTURAL IF BY OTHERS) DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND E] ; x ' DROWNS FOR ANCHOR BOLT,MOLDOVN CALLOUT INFORMATION THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON A7 DEAD END IS NOT TO EXCEED •'?./°{S 1..i... C: ^ll . .}i.t..1........i...............J..........l...l:................j................i.............i......�.. .yF:,F...... ......j.. ....; 4.......i.............1...........l.j o a SHEAR WALL LOCATIONS. T.STRAIGHTEN TENDONS,CURVING THEM 5MOOTHLY ARAIID HOLES OR OBSTRUCTIONS. I I ; 1 i s I - 1 1 - - 4. REFER TO TABLE BELOW FOR ANGh10R BOLT SIZES AND SPACING. PLACE 5UPPORT5 AT CABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER /-' I �`.-/ - D.CHECK STRANDS FOR TEARS IN PLASTIC WLAPPIIG AMID REMRAP.ALL TEARS IN j S. REFER TO DETAILS BIPT-1,16A-T-I,FUPT-1 AND 16A-r-I FOR WRAPPING 12"OR LONGER SHALL BE REPAIRED. i * __---- 1 ,..\ I \; �`:. ' INSTALLATION OF HOLOOkOlS. __-_.-.__.I q.TENDON PLASTIC.WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE ---._--- r---- •,,) �' :I ----- ti I i C :1 I ' :I 1 1 �.. UNBONPED AID PREVENT INTM610H OF CEMENT PASTE OR LOSS OF COATING MATERIALS - :.I..............t:. i ._,.._..._...._._ ..1:................. .............-...... l.. .�.,,.it........j......:.;........... ° BOLT g ............ . ANCHOR DURING CONCRETE PLACEMENT. {"•••• ••• 11.. ••• PANEL 1. ----{ - - --- 4- ^_--_ --_ -i"-J j,,.. -- --'�'---- --: ---'{--- TYPE E TENDON 9TRE951N6 PREPARATION NOTES (LULL._. ^----^-- --•.-----•{----}- F- ------{----j., --�{--- ' r----; f' 1 r; SWO x 12•a 46'O.G.I.REMOVE POCKET FORMER. �) 2.CHECK INSIDE EACH POCKET HOLE,MAKING.QUIRE,THAT EXPOSED PORTION OF i I 1: I I 1 SCRAPER OR IS CLEM.It-A ILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WTH A }'•e I"1/^i �- I ' I B/D'O x 12'6 52"OC. Ew Le �/.w� r 1..............6...............a........ I...Ic.... l...l..j... .r'�J .............. 1...... �. ........ I. 5.INSERT A PAIR OF GRIPPERS DY HAND INTO EACH ANCHORAGE. 1 I •••••••.• ••••••••• (: 4.RUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT DIMENSION PROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS S/O.1 x IZ' 12.O.G. RULE ARE RECOMMENDED. J Q ADD. tD L i 1:r-- W/(2)M4 TOP �" 5/D TENDON STRESSING PRocevurse TOTES I _ ? ? �. v x IT e•oC. �. .Gr' I.THE STRC-SSIN6 OPERATION MUST BE UDEiR THE IMMEDIATE CONTROL.of A PER5A+ 1 ••••.:. I I! 1 4'�.. .. .. x IZ• 16.OC. ----------', ................................ ............j...L..............:.................... ..I....j.. q .. 1 ® W 6X 1111n oonLxe w EXPERIENCED IN THIS TYPE OF WORK,HE/SHE MUST EXERCISE CLOSE CHECK AND RIGID1•••1;•• : �. I ••••• concF.NJ. CONTROL of ALL oPElwnoras. 0 1 ; I _Pt^ ' I 1 I I 1 x 12'0 16'O.G. 2.THE STRESSINS OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, ,:� x y ; 1 0 CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE n I I 1 , w 5X6 01 CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL 1 el :........: ; I N I : I I : L - L -0• DRAWINff OR ZOOO I(MDL. . S.ALL PRIP-5TRE551M5 STEEL SHALL BE STRESSED BY MEANS OF D51,OR OTHER EQUAL 16. ............... ..........1 I' ..............:.....:J":`: .....I 1 I yNo�x @••Iz•ot. U HIYDRNILIG JACKS,EQUIPPED WITH AGC.LIRA.TE READING.CALIBRATED HYDRAULIC ; I I•••I;•••••••••••••• b 1 "1' PRESSURED 6A000N...A CALIBRATION CHART".,H^l.L AGCONTANY EACH JACK. L: w flll 4.THE POST-TENSIONING OPERATION NLL Be SO CONDUCTED THAT ACGURA.TE ELONGATION , ❑_ OF THE PRE5TRE551NG STEEL CAN BE REGORDED AND COMPARED NTH GOMIPUTATION5 •X6 NII 6 W O.G. W to SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND L----�-- -.r-- 1.�---- '-- -J - 41T REPORTS TO SOIN15 ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF .................. j.............:......... .............. ......... Yy-� R w 5 Y `---- - ......1.... ...........1 fY STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. ALL INFORMATION FROM •••••••• ••••••... 1 1 ••• '.. U Q� 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SMALL NOT EXCEED DO%OF THE '� J J RM ULTIMATE FORGE OF THE TENDON. {� BASIC PLAN APPLIES TO I \O 1 LLI IZ 1 5'THICK SLAB (41.5 x DD.55.0 klp.). PARTIAL P.T. PLAN OPTIONAL PLANS N.N.0.1 TABLE"A" T.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED 10%OF THE ULTIMATE S,-ALM , 1/4" a P-D" Iq 1 I 1 P05T TEgJSION :I I I I`� 501E EXTERIOR INTERIOR ADDITIONAL FORGF OF(43 0-2D9 k"). OPT.t`�BEDROOMj� 4 ' N�' ' i.� 2D'-0• ' ....... TEDORY D.THE STRESSING OPERATIONS PROCEEDAS FOLLOVEI, (G�TEC�ORY I I Y I(I) I _L �F•+'; i �, .1 ....•.•..i.•••••l•••l••i••••••••••• ••••;•••••••••••••i•i••.1...••••i••..•• •.•;....•••••••I• THICKNESS - w I GA FORTING FOOTING/RIB MILD STEEL N BELOH ••••• EMBEDMENT EXTERIOR -REMOVE GROMMETS AT.TIE STRESSING ENDS C.FEC,K INSIDE EACH GROMMET HOLE TO +t •g. MAKE SURE THAT THE ANCHORAGES ARE PRIM FROM CEMENT PASTE:IP NOT REMOVE PASTE -- L-----J L: - :-----L----:•1 L--: -------'� = LOWEST T J• INIERIORA� O= N r---------- B w FROM ANCHORA6E NTH A SGREYCRIVER {rr` : __ ADJACENT FOOTIN6/RIB -IN15ER7 PFDGE5,510E BY SIDE,BY HAND INTO ANCHORAGE. P2 �___....... 1__..._..}-- r---: 1 r 1 r , ACTED a@ -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM L--J L--J I I I : :I I I ', t DRAPE _ O THE EDGE OF THE SLAB. ..... .....:.............:....... I I )T" I I{J 1 -STRESS THE STRAND AT 55 kip., pZ .I........... �•••�••••••Z ; ..... W GATEDORY 1 IZ' 12" INTERIORSEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO ,wTHE RAM. w ! ' r 1 : thl I11oNL A7N�AJ5 v+ 0REMOVE THE RAM.MEASURE FINAL ELONGATION.RECORD ELONGATION1"I.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION THE MEASURED ELONGATION WGATEDORY II ID' ID• FOR PE 1 I I :I 1t K SCO7TFAZE ME 0. AND THE JACK 6UA6E READING OCCUR,TFE JACK-(SILAGE-HR'P LNIT SHALL BE X¢RECALIBRATE.ANAGREEMENT OF NTHIN 7%LNDER TO 7%OVER SHALL BE SATSFACTORY. ......••• ••• ••••10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING „"^ 5 •I•••••••••••;•••••••••••:•••••••••••••}•••••••••••••:•• ••••••I•••• •••�• TEDORY III 24' The la .00I ATES, OO DRANNGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WE'N REQUIRED AND NOTED + .I ADD• AD GA P abeen JPP cable cotlesON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHORN -1 - I I I L.4- TOP L-WI he,e antl ���tlher tohTNAT THE WEDGES At TIE OPPOSITE END ARE PRE-XA7ED AND CAUSE NO SLIPPAGE OP r.; I L•4:-0"PAST I I PsANI i Y9rantea to 1 Ce. A.m z Lio THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT TIE " I I I PANEL EY'L :I I1 a B OPP051TE END.ELONGATION FROM BOTH ENDS MST TOTAL TIE ELONGATION SHOM ON THE �� encresPLACING ORAWI S5.TENDONS EXCEEDING 100 FEET IN LENGTH5 MAY NEED TAO-HAY L • J L.;_-- : I. L- ;-- the rss eJCitya 9TRC591NG.1 ----T---- II.PARTIAL(OR EARLY STRESSING)OF TENDONS,W/EN REQUIRED AND NOTED ON PLAN """"""i "'��WI KIWI'..+I""""""'i••••••••••• •1••••• �..• • CATEGORY I r•LOWEXP bas tl SETTLEMENT,5�SOILS RE NHY.)IRU.ipfDT )not be constr eoSMALL CON5157 OP INITIALLY STRESSING,SUCH DESIGNATED TENDONS TO FORCE OF D000 es or Ordinance. Nc o"1�On °l the a I cab.......__! autLS AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN POLLONNG UP NTH FINK 'r CATEGORY 11,•MEDIUM Fii�� IBION�TIL�I}� 1ISEProvlE provisions of suiv ~ W ZSTRRESSING. SETTLEMENT,SEE 501LS REPORT 'LEA•CATF-FAR c X12.ELONGATIONS SHORN ARE BASED ON.TO N Wpu MEAI711RED ELONGATION I%UDER TO"1%OVER IS ACCEPTAEH.E.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT 60UVIS ENGINEERING. TJ IDXT q GA7E60RY III ,.LOW OR MEDIUM EXPANSION W/ 1J t(1 RD 15.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND GARAGE PORTAL iDARAGE PORTAL DYNAMIC-/LIQUEFACTION SETTLEMENT AND/OR HIGH EXPANSION W/ 0-0- � m J BEHIND JACKS WHILE 5TRE55INS TENDONS. i.. OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR• STRESSING HOLES SEALING(VOTES -'k ;.. SATURATED ALLUVIUM CLEAN OU75, PROJECT NUMBER I.THE REUSABLE PLASTIC,GROM-ET FORMS A HOLE Z'(INCH)DIAMETER WHIGM 19 TO BE POST TENSION FOUND,gT I ON PLAN SEE SOILS REPORT FOR LOT CATEGORY) 60339 FILLED AND SEALED WATER TIGHT. 2.U51NO A CUTTING TORCH,BURN OFF EXGE55 STRAND V2"TO 5/4•BACK IN HOLE.BE ISSUED DAM CAREFUL NOT TO DIRECT FLAKE ON(SKIPPERS.USE A LARGE HOT FLAME AND COMPLETE SCALE 1 1/4" I'-O" THE CUT A401UQKLY AS POSSIBLE. PLAN 1,4 GATESORY 11 4 11.1 �I�29�G3 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK BLOGKOUTS WITHIN 10 DAYS.A NON-METALLIG EPDXY MIX SMALL BE USED FOR THIS PLOT DATE: PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND IS OCJ 2�0 ACCEPTABLE). DRAWN BY: REVISION BY: TECHNICAL PAR 1`115 NOTES -DEFORMED MILD REINFORCING GRADE 40(05 R.4)STEEL SHALL CONFORM TO ASTM T.L. - A-615GRADE 60 NS R BIGGEW -STRANDS SHALL CONFORM TO ASTM A-416 SHEET NO: -PROPERTIES OF T-YORE STRAND 1/2'DIAMETER N (ULTIMATE)210 IUI :AREA-SQUARE RIDES.ISS S-1.1 B -P(ULTIMATE)-POUNDS 41,50011 -Be-P.1 21 }000oO( -MAXIMUM FORCED N pu)TO 550"OVERCAME FRICTION -MAXIMUM ANCHOR FORCE(.T N pu)2D,4004 -UNIT ELONGATION PER FOOT O.OT9"(PA POUNDS)112 INCHES)AREA E SPECIAL FIELD CONSTRUCTION MOTL9 L FOUDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRAKNISS.GOVVIS ENGINEERING CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE 5YM50L5 LEGEND - DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS KITH THE ARCHITECTURAL DRAWINGS AND WITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZES OF All ANCHOR DOLTS,HOLOOP .EMBEDDED STRAPS AND FRAMING _--__ rOOTINIS _ MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AMID LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,5L.OPES,SHELVES, PATIOS,PORCHES,AND STOOPS. DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION.) 2.CONTRACTOR SMALL VERIFY TENDON LLENGTHSAND STRESSING TAIL LENGTH'S PRIOR TO FABRICATING GABLES.COLOR"PINS OF GABLES 15 ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION ANY DISCREPANCIES IN BUT NOT t f�, ------- REBAR LIMITED TO,DIMENSIONS,TENDON C.OINT AND LENGTH'S,COLOR CODING,AND ELONGATION DESIGNATION SHALL BE SROUSHT 70 THE ATTENTION OF 60WIS ENGINEERINS PRIOR TO S SPACES AT 4'-2'3 D SPACES AT 3'-b'4 '- R� FABRICATION. `,`,, • , • '�. .+•�:.; I PAD NU-18ER GOU V LS 5.5TRESSINS END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHONN ON T THE PLANS AT CONTRACTORS OPrIO1 FOR ANCHORAGE OF ENDS AND GENERAL TENDON wHr-PUP YEL-BEN YEL 9RY '* L-DRY ENGINEERING SUPPORT LAYOUT,SEE DETAIL(4/P7-1),(S/Pr-U. I T X DETAIL SHEET CONSULTING 4.THE FLOOR SLAB AND FOUDATION SHALL BE POURED MONOLITHICALLY EXCEPT WEN YEL-BEN ® DETAIL SHEET WNBER 5H✓OM1 GTHERKISE. 12'-0• GROUP S.DIMENSIONS ARE NOT MM15H M TO SIN-ON N HOLDONILS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR'a SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE C40WACTE PAD SCHEDULE DRIVE TO LOCATE THESE ANCHORS IN THE EXACT LDGATIOL REFER TO DETAILS POR PROPER INSTALLATIOL �............. ..............:............ ...... ........ ..... ..1•••-+xw:t.......,,......N.........,.............................I............. 2-0 9GL X ID THICK PAD Y✓(2J e4 EYL BOTT NEWPORT BEACH b.PROVIDE eS x 24'DOKEL•24'O.G.AND 12'FROM CORNERS AT ALL CONCRETE _-_t____-:- _ _ _ -{.-- - �{---�.� _- ____-{.---- --__;___ CA 92880 STOOPS PORGIES.PATIOS AND OTHER ATTA A4-ENT5 WEN CAST INDEPENDENT OF r___-^_ , ^ .,. • : ;., -••I POST-TENSION SLAB UNLESS NOTED OTHERWSE. ' 2'-6'SQ.X 0"THICK PAD W/(3)NM EYL BOTT. NEWPORT BI (90)7524SO T.ADMIXTURES IN CONCRETE MIX CONTAINING GALLIUM CHLORIDES SHALL NOT BE USED. i I n'ao• I �G � f `..yl� �, x' I: FAX (W9)762�421 6.REQUIREMENTS FOR FEE-SATURATION OF SU55RADE SOILS AND DAYLIGHT SETBACK OF �__ PALM SPF*M (/SB)92541=1 EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH 501L REPORT RECOMMENDATIONS. : 5'-0'SQ.X 16'THICK PAD W/(4)115 E1N.BOTT. 9.ROOFIFLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY ; : A •• SAEED A BEKAK PE. PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING 5 :I : : : j ( ; I 9Q.X ID'THICK PAD NV(4)IFS E.W.BOTT. DAYS APTER CONCRETE PAR,IF CYLINDER DKEACS INDICATE MIN.2000 PSI STRENSHT. I P I\ I*I��-°-': 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE I t\6..'• PLACEMENT AND STRESSING OF POST TENSION TENDONS. _ ,A I T' .__ :),,.� 1w✓!�a4w�4/! U,FINAC M GRADE ArROUD THE PERIMETER OF POST TENSION SLAB SII/+I.L BE CONSTRUCTED :I :J .7"'1 : : I '-0• 4'-0'9Q.X ID'THICK PAD W(5)nS E.K.BOTT. FiFSTF9CTIVE NOTICE SUCH THAT RAIN AND IRRIGATION HATER MS DRAINED AWAY FROM THE SLAB. .I.I THESE 081111100,ORWOM NO .............�...............�...............,•.r....i........ �N.i........ ..j.............i......... .��.. ......j.............j.............;.............i...........I.j 4'!'Sfi.X ID'THICK PAD 1N/(5)IFS E.K.BOTT. RNEaR:ATTawwE p 12.ALL SITE AND PAD PREPARATION SUCH AS MIT LIMITED TO GRADING COMPACTION OF I 4 THE FILL,FRE-SATURATION,AND CONCRETE 5LA6 BASE PREPARATION,SMALL BE Ue �`•' PERFORMED IN ACCORDANCE MYTH THE SOILS ENGINEER'S RECOMMENDATIONS AND PNHOP-YaNIONaR L.Gi�PE I S'-0'SQ.X 16'THICK PAD NM/(S)•5 E1N.BOTT. INFORMAItON ALL INCLUDED IN THE SOILS REPORT. I •--.. I IAND NO PARr OF �1DRN R IS.A MINIMUM O•THREE(5)CYLINOERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE I ro ALL E THEN DRAWIMMS CAN BE OOPIM TRANer6�OR 9Q.X ID THICK PAD W/(6)1Pi E.W.EOT7. NUR CAN ANY STRENGTH. • .... ;`:_.at. ............:...... ......... ...........;.............�.............�........... ......... .........I.: ,RRIICRRB E ILLT FI10N,IBI :.I .. :.. TENDON AND ANGHo vyGE INsrALLAnaN r oTEs :L.............:............. I j RLIM E GINE00N caNRert of ..:.. ..:.. I.BULKHEAv BY LocATINe THE CENTER OF THE STRAND BUNDLES PER TIME DIMENSIONS ON I !_--- I POST TENSION NOTES THE STRAND PLAN.MOTE,BULKHEAD DOES NOT HAVE 70 BE BRACED LATERALLY,THERE IS I -_. I I GROUP NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE IS POURED). `�S 1 OWYIpR OOINIB B GINIEWWO 2.MARK LOCATION OF INDIVIDUAL ANCNORASES ON EACH SIDE OF SIDLE GEHTERLI/E I ....__J_! - : : I: I. SEE SHEET Pi-I FOR 9TRUGTURAL DESIGN NOTES AND TECHNICAL PER DETAIL(4/PT-I)AMC)DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED r,. .. : (�'"'I-i I PARAMETERS.SEE POST TENSION DESIGN PLANS FOR 5PWIALALL OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TtTDA14 ARE IN >i "+....•...i...�..... :'.-.•••••••••• ••••••••••. ••••••..•••• •••••......;•••••••• ••;•••••••......• ••••••i••••••••••...........""'_......"i"""""'•i CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION ;R7Nf6 Ra76N® NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING REVISIONS PREPARATION NOTES,TENDON 9rrsesslN6 PROCEDURE NOTES, PLACE. I j iA- II \ •'\ STRESSING HOLES SEALING NOTES. 5.LAY ALL TIE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER r':- DIREGTIOI.REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND p +; AND UNROLL THEM IN PLACE.BESINWNS AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16" ( \ I' N 2. VERIFY KITH ARCHITECTURAL(AD STRUCTURAL IF BY OTHERS) NQ DATE DESC. OF STRAND MUST PAS THE BULKHEAD AT EACH STRESSING END. `. _._-____ 4.PLACE ANGNOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS I t `1 rU --- �- I O DE515N DRAYONCf FOR ALL D HENS ON5 SHONE ON TIGHT TO THE BULKHEAD.16C'a RIND SHANK REGOMTEMDED. .•........•..., •'...N••�•�•••••+,••••••••••••••••••••:••••••..••••••••:••••••.••••••�•••••• """""'i" •• •• ............................ ••••••• POST-TENSIONED FOUNDATION RAN9 AND RAPER TO S.TIE DEAD-END IF ANY,IN RAGE APPROXIMATELY 11/2'FROM BULKHEAD SUPPORT 50 I ••••�! '�- -� : .x, I' 15 ARCHITECTURAL(AID STRUCTURAL IF OTHERS) NCS FOR THAT THE CENTERLINE OF THE ANCHORAGES 19 APPROXIMATELY'S 1/2'BELOW TOP OF ` • " LRREMA NI0.�ION NOT SMONN ON POST-TENSIONED �::'- � I: R F OTFE )DRAWN SLAB. ____ _. r_ _.__:� "9• 7"r I / i#/� � is , < TEAL BY - 6.AT STRESSING ENDS,REMOVE YRAPPING TO APPROXIMATELY 6'INSIDE THE BULKHEAD. 'r1`,:- ...� I a ARCHITECTURAL VERIFY HITH DO NOT REMOVE GREASE.SLIDE END OP STRAND TFIROUGIH TFE MOLE IN THE ANCHOR AND + ( I� .; I I•-_..{ al ry p( S. ,HOLDONN CALLOVT INFORMATION AND THROUGH TTE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT 70 EXCEED ............ .... ...... ......... ATI . 12'. :.,..,...4........:...............:................... ..i........... .tF:i.i H........:.. ....1.,.. ..j............ 9�IEA'.R WKL LOG ONS�L (AND STRUCTURAL IF BY OTHERS) .1.. T.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. i :j --_I. ; lv __=- I 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. j'� : I J \� 6.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPINS AND RENRAP.ALL TEARS IN ..J•9.: n,; .._.._.__._. NRRAPPINIG 12'OR COMBER SHALL BE REPAIRED. \ S. REFER DETAILS B/PT-I Ib II/PT-1 I AND ID/PT FOR I._ __.___.._._.. - INSTALLATION OF HOL q.TENDON PLASTIC YRAPPINS SHALL W CONTINUOUS OVER ENTIRE LENGTH TO BE .____. UNBOWED AND PREVENT INTRUSION OF CEMENT PASTE OR L055 OF COATING MATERIALS - I (I ' .. ..... II .... L�._.0...... \ . GOWNS :.I.............. ..........: ::: ....:................:.�............:.. ... ... =.. T i ..., DURING CONCRETE PLACEMENT. TYPE I: U� ANCHOR BOLT I SPACING ••- -•"1( TENDON 5TRES5INS PREPARATION NOTES -'- I.REMOVE POCKET FORMER. (..____ : 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF ANCHORAGE S CLEAR IF A FILM OF CEMENT PASTE HAS INTRIDP_D,REMOVE IT NTH A _ ,e•� b.H 9C.RAPER OR FAIR GRIPPERS ER. L_ . : ........... ......... ......... .....LOLL Aw•...... ...... ......... ....... 5.INSERT A PAIR OF 6RIPPER9 BY HAND INTO CAGH ANCHORAGE. "'I""""'•••••:••••••••••••••••:•••••••• •••••:••••••••••••••..•••• ..I.. •.�.• h i I :... .... .. .. oX12•�s2•oa. 4.PUT A GRAYAN MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS I • I RULE ARE RECOMMENDED. 16, - f--J `' rvA°°Cil+a TOP 1 -�. �` I: TENDON 5T2'r'451NG PRO'N'DLRJ"_NOTES ...; •• I PAP,;, I t O I I ® SM10 X 12'•D•Or- Oz- I.THE STRESSING OPERATION K)T BE UNDER THE IMMEDIATE CONTROL OF A PERSON - ••.......... .. ....... r .. ....... ------------J . 1' I7. L:................:......... ..j....j...;.........:.... ..5�............f 17 EXPERIENCED IN THIS TYPE OF WORK;HE/SHE MUST EXERCISE GL05E GlEGK AND RIGID -- a ;I .........•••••.••....•••••••••• ••:•• __ __..� '"I• . ..I ® W SX RIII h CONTROL OF ALL OPERATIONS. 4•.••••••••••. 1M •IfdlLeGt W 2.THE UNDERSTRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, r iI �'. : CONCRE THE MEMBERMEMBERR MASS ATT NEDD THE RAVE BEEN GTTH�L D FFOR ONNTTVH THEE STRUcnRAI I I �"'", N I L-'-'t-- - - --- -- -- J I1 '-O• i TE i I el lNNe 5/sXb 12'6 Ib•O.G. DRAKINGs oR 200o paI MINI. I : /w�-1 - --- 5.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF PSI,OR OTHERR BASAL •• ............ Or - HYDRAULIC •••••••••••••..~••••••••••.•• •••j•••• j..I B NII PRESSURED CAUSES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. W 12'• 0 V 4.THE POST-TENSIONING OPERATION KILL BE SO CONDUCTED THAT ACCURATE ELONGATION I b •• 9.•• _•••J q I eWse Bl OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED KITH COMPUTATIONS I r SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. I SX6 Ell D OC. S.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND - -- -- Ih; 1 <Y W ALL INFOW4ATION F'R,OM1 -- i O i i sNW I'✓•� STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. 6A91C.PLAN APPLI�TO •••..........• I ,. 1t�•••••••••••••••••••••j••••.•'•.•.•••••••••••••••• ............. ...........1'j u1> SUBMIT REPORTS TO SOIlVl5 ENGINEERING FOR STRUCTURAL ENGINEER'S APPROVAL ONLY IF `-- J a ULTIMATE FORCE OF THE TENDON PARTIAL P.T. PLAN �Tl -FLING AJ.N.D� I,•�• ...... .....M..•••......••• O .•.I..... .•.��.... I ---;' S"THIGIC SLAB b.THE MAXIMII•M JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED DO%OF THE I (4I3 x DO•5510 k%-). UN - TABL.E'A' z J J 'I.TENDONS 5HALL BE ANCHORED AT A FORGE NOT TO EXCEED-10%OF THE ULTIMATE ` FORGE OF THE TENDON. SCALE r 1/4" • I'-0" �pIq� I I I POSTPOST TE�1510N ' EXTERIOR (413 x.TO"20A kklp..,. OPT. BEDROOM 4 V ( " 26'-0' : CATEGORY"" FOOTINS FOOT)�B ADDITIONAL STEEL IN aa �•'' .........i.............1.............:.............I.............j...... ...j.............1...........i. 6.THE STRESSING OPERATIONS PROCEED AS FOLLOWS. I L. �- L+'`� ; EMBEDM•1ENT OVERALL EXTERIOR IL REMOVE GROMMETS AT THE STRESSING ENDS:CHECK INSIDE EACH GROMMET HOLE TO (G)4 TE GO RY I) ______ 'GK"E� MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE r , -_ r--1 I I 7• LOVE5T J• FNTERIORA� Z FROM ANCHORAGE NTH A SGREWDRIVER. (. -_--__--__ I 'S a ADJA.GENT OOTINC/RIB Oul INSERT KEDGES,SIDE BY SIDE,BY KAM P INTO ANCHORAGE. P2 ILL___ _________ I : I MPAGTEv f TH -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM L__.J L--J I I < GRADE {- �O 7}E EDGE OF THE 5LAB. ..........:.............:...........................:................... _ STRESS THE STRAND AT S5 kips.-SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC,SEATING DEVICE BUILT INTO ... . p2 I I :R CATEGORY I IZ' IZ"•IMTERIOR 4-\ ldu w TIE RAM. i 19 I v_ rn.,,"- I - SHEAR WALLS �'/w� lu -REMOVE THE RAM. Q ONLY N.NAJ z -MEASURE FINAL ELONGATION.RECORD ELONGATION. I I I tll 9 I I a CATEGORY II ID' ID" ADD 2-►4 S J Q q.IF INCOL°15TENGIES BETNEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION IL AND THE JACK GUAGE READING OCCUR,THE JACK-WADE-PUP UNIT SHALL BE i I I X 8 BOTTOM x RECALIBRATE.AN AGREEMENT OF KITHIN T%UDER TO Y%OVER SHALL BE SATISFACTORY. ` ....... Y( AFP96M IL 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING ''"°'+ "J 'a'�" ADD. I ~ CATEGORY III 24' 19RN6E DRAKINSS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WEN REGRIIRED AND NOTED __� (2)- TOP R : (2)-04 TOP t SC�}FAZEKA ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOY'N ;! ysj-> I (�-IIq BOTH. (2)-04 BQTT. I I OBINFES,I O THAT THE HEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF �.;.r%/ I L•4'-0'PAST PANEL PAST I ( BYCONT. _,f U THE TENDON THESE TENDONS MAY HAVE MORE ELON4SATION A7 ONE ENO THAN AT T}E H I PANEL EA PANEL EYl I Plane ale been rWowed for atlhare T1.0 R• WOPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHONN ON TIE L- • J I "" ePPliceble cotles antl ordinance. �. -PLAGING DRAWNGS.TENDONS EXC.E.EDING 100 FEET IN LEN57H5 MAY NgD TWO-ANY .. ng�q{�y ��p}}fp��Qriza 9TRLSSING.1 ---- •••••••••••1••••••••••••1••••••u.. GATEFiORY I.•LOW EXPO YVF� Wd�l11�IA614h1t p S11.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, SETTLEMENT,SEE SOILS �"' �IE�T� LSMALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORCE OF 6000 LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWINS U°WITH FINAL •-- -- ,� •-AWN - _ The Issuance or 97RE99IN6. CATEGORY 11 r•MEDIUM ElRWAIRaON Ni(63 1 ;`� I�FA(LTb@ d IL:Q Q 12.ELONGATIONS 5HONN ARE BASED ON.TO N ppuu.MEASURED ELONGATION T%UNDER TO T% 4 4 ! SETTLEMENT,SEE SOILS RE RSRN PO ord,WTieG�IpN�� c O J �t„,yr OVER IS AGGEPTABLE.IF MEASURED ALZZAY1ON EXCEm9 TOLERANCE,CONTACT SOIM9 p ermit of es m,dP ru a t "OYI OVER 15 ACC des ordinance n of the ppli bl 15.TAKE 5AFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND TJ E q TJ 16X1 CATEGORY III r•LOW ORcc��t�i>yyy����1q�r tf�kT 1� el the ppresumed to giv � BEHIND JACKS NNILE STRESSING TENDONS. GARAGE PORTAL ARAGE PORTAL DYNAMIC/LIQUEFACTION SETTL�R�iiNVIJ/OR NIDN EXPAN5Iw1'P� uc Q OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AIP/OR• m J STRESSING HOLES 5EALIN6 NOTES . I.THE REUSABLE PLASTID GROMMET FORMS A HOLE 2'(INCH)DIAMETER HWICH IS TO BE SATURATED SPORTALLUVI F RL LOT CATOUTS, PROJECT NUMBER FILLED AND SEALED WATER TIGHT. F� :�`�;\ SEE SOILS REPORT FOR LOT CATEGORY) 2.USINLED A SEALED UTTIN&TORCH,BURN OFF ENK.EA STRAND I/2'TO 5/4'BACK IN HOLE.BE P05T TEN51 ON FOUNr:)AT I ON PLAN ,� bOs39 CAREFUL NOT TO DIRECT FLAME ON SKIPPERS.USE A LARGE HOT FLAME AMD COMPLETE THE GUT AS QUIGIQ.Y AS POSSIBLE. PLAN I (G?�TE60R1' I ��• H I/4" a IH-O" ISS��� 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL ORYPACK OI/29HOB ELOGKOUTS KITMIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS PLOT DATE PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PART5 CEMENT TO ONE PART SAND IS ACCEPTABLE). Og/�/Og rF��H+IGti PA A�•H•TERS NOTES DRAWN BY. REVISION SY: -DEFORMED MILD REINFORCING GRADE 40(e5 R e4)STEEL SHALL CONFORM TO ASTM A-6I55RAVE 60("a BIGGER) -STRANDS SHALL CONFORM TO ASTM A-416 SHEET NO. PROPERTIES OF T-ARE STRAND 1/2'DIAMETER N ppuu(ULTIMATE)210 kel AIREA-OOUARE INC.fES.MSS P(LLTIMATE)-POUNDS 41,5000 S-1■1 C -Ee-pal 2DFORCEDbOop00 -MAXIMUM N pu)TO 55,000E OVERCAME FRICTION -MAXIMUM ANCHOR FORGE(.T N pu)2D,100e -UNIT ELONGATION PER FOOT O.OA"(PA POINCHES)NDS)(12 INCHES)AREA E SYMBOLS LEGEND FOOTING PROP M SLAB(VERIFY PRIOR TO GONSTPAJ TIONI -•-�--.-RESAR lii7 ® PAD NUMBER GOUVIS -5 1 I 1 —1 ENGINEERING CONSULTING GROUP PAD SCHEDULE ,465 CAAFIIB 0lrVE -------------� �— —, I---- -- ---� �----- -------� ----------� I I I I I I I I I I ------ — i--- ------- --------- 2'-0 5O X Ib'TH CK PAD rY C1J•4 EYl Barr. NEVNORF I I I 1 I I I I I I I I I I I I I CAUM 2'-6•S&x IS'THICK PAD W/(S)04 E-PL BOTT. NEWPORT BCN: WO 7 -IM I I I 1 I I I I 1 I I I I I I I I I FAX MW 16241 I I I I I I I I 1 I I I 1 I I I I I 5'-0•SO.x W THICK PAD W/(4)05 Ex BOT'T. PALM I I I I w iv Y I 11\ r 1 1 5 b W.x Ia THICK PAD W/(a)•.Ex BOTr. SJEED 1 BEKI1Al PE �. _ I I I I I I I I 1 I I 11 _ NUME 1 4*- 7 4'-0 sO x le Hoot PAD W/Ps).s Erl Barr. ncaE oaaaawwwwo f _ - W-6'50.X ID•""PAD MV 0)•5 EYL DOTT. I I I I I 1 1 I w+>�rwTI"AM THE onu.M CONB%LTWO WIMP,AND ALL .FawncNGHOMG 1 I I I I 1 1 I I I I I I I I 8�E W-O'50.x IW TH"PAD W/(5)•s EYi BOTT. OONFIDENTWL ALL FANVEM I I I 1 1 I I I I I I I I I I I I I CAN roamsYNANNOM on I I I I I I I I I I THEW DRVATM 5'6 W.X ID'THICK PAD W/(6)05 EYL Sort. I I I I I I I I I I +��� POST TENSION NOTES WnMWWF�°°NNL"" 1 I I I I I I I I I I I I I I I I I I Cor"Il HT 00"ENOGEF«I I I I I I I I I 1 1 I I 1 I I 1 I 1 1. SEE SHEET PT-I FOR STRucTURAL M516N NOTES AND TECHNICAL COMIILTIIIO stab am 1 ( I I I I I PARAMETERS.5EE P05T TENSION DESIGN PLANS FOR SPECIAL ALL Ntatro 1 I I I CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION L-------------J L--_--------------J NOTM,CONC.RETE PLACEMENT NOTES,TEHOON STRE5VNG ------ ------ ---------- L-------------J L-----------------J ----- - - 4 PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS - �} ------ ----- - sTRE551NG HOLES 5EALING NOTES. . r-------------i ---------- i r---------- -----r .,. ------ ----- - ----- I I I I I I I r -----, r ------ � � r----- 1 2. VERIFY WITH ARGHITEGMtAL(AND STRUCTURAL IF BY OTHERS) Na. DATE OEsc. I I I I I I I I I I I I I I I 1 1 DESIGN ORANNS FOR ALL DIMENSIONS SHOM ON 1 I I POST-TENSIONS I^OUlOA IONIXT PLARAL IF AND THEREFER TO %c I I I I I I I I ARCHITECTURAL 114EANP SION NOT SH IF BY OTHERS)DRIONE17S FOR raHOA�M DIMcr�sl°rt NOT sHori+ON Posr-TENSIONSD 1 1 I I I ( I I I I I 1 ( S. VERIFY NTH ARCHITECTURAL(AND STRUCMtAL IF BY OTHERS) DRANN5 FOR BOLT,HOLDOM CALLOVT INFORMATION AND SHEAR WALL LOCAANCHOR TIONS. 4. REFER TO TABLE BELOW FOR ANCHOR BOLT 512E5 AND SPACING \` . 5. REFER To m,-4L5 B/Pr-I,16/PT-I,ITA-T-1 AND ID/PT-I rm INSTALLATION OF HOLOOPM. ---- --- --- ------------- ----- ------- ---------- I I �-j ANCHOReoLT ---J SPACING__ L------------- — ---- ------- ---------- I TYPE ----- ---- ------- : �------- ------------------I r- i r----------� ------ ---------------- ------- I © s/b•o N 12"0 52•04. � I I I © sro•o x 12•0 b"OZ. I ; . •> I I 1 rxl=i�� �` �°�? "� I I r"' 1 1 Sro'o x 12.016.04. ® wsx mtn cenlxAw I I I I I I I I I I I I I I I 5/6^0 x 12"6 IW O.O. - --------J t •Itle•wSX6 N11 I I I 1 1 I I I I I i r ------ i j I j I ° I L I I I 1 I I ❑ I I I I I I °was s•I/rosxe:II .Ir oc. y Vl I I I I I y I LJ 5/6•oxl2•ob•O.G. two :L------------ L— — ———————— I I I L------------ L—�— ---J I I q I •,d.,wsx6•III W� I I I JY I I I I I 1 TABLE"A" g o[ I I s•THICK SLAB I I I 1 I �' I I s•THICK SLAB I I I _ I I POST TENISION I I ( I I I I I POST TENSION 1 I I SOIL EXTERIOR INTERIOR ADDITIONAL z I I ��`^�ti-• 1 I I I I I 11 ''�` I 1 1 I I I PI I I PI PI I I I I I I I I , r--, 1 1 1 1 1 I GATESORY•• FOOTING FOOTINISMIS MILD STEEL IN Q I EMBEDMENT OVERALL EXTERIOR -J r-�---- _ Z------_-- L-----J ----------- - J, 1--r- ,-------J �-L- 1 I I I I I ^g•BELOW THICKNESS•J• FoarING AND Q- _ --- INTERIOR ------ L-----J L-- -------- J L-- -------J 1 r -- ------- COYEST ----- ----- -------- I 1 I I --- I -- -- V P2 I�I'---------- F---- r-----1 r-- 1 r 1 B COMPACTED L J----- ---- _J------- ('----------- 1 r----- , � -- ADJACENT FOOTING/RIB ZO } I I I I I I L--� L--J I I I I I I GRADE t I I I I I I CATEGORY I 12' I2'0 INTERIOR SHEAR WALLS W I n5z- «: I I I I I I I I I I I ONLY N.NA 1 Zul I I I 11 I 1 1 1 11 I GATESORY II ID' ID' ADD 2-04 I I I I I I I I I I I 1 BOTTOM x Q O L I I AOD I I A� I I I I I I I PTL 1 1 (2)M4 TOP I 1 (2)•4 TOFF I I 1 11 ADD 1 I ADD 1 1 GAll! ORY III 24• SC$it FAZEK S ICE 1 I I L-4'-0•PAST 1 I L•4'-- PAST 1 IL I 1 (2)-!4 TOP 1 I (2)4-- TOP I I 4TE$, J J�N I I I PANEL EA I 1 PANEL ENL 1 PANEL E.MI T I I PANEL"EYLTIIBY CONT. 91I 1 •, applicable cotlteV1tl for atlh L.-----JL---- --------- _J L---- ------_--J L- ------ J hereby ran e t ortlinance. Authoriz on I• --- ---- -- - - .J ---- - -- .J CATEGORY 1 r 1 LOW E7WANlIQ6Y Y (Unit ntll M --- -7TJ - -- SETTLEMENT,SEE SOILS REpp�T FOR L G�. as. LLJ Z The Issuance or grantin _ Q 4 SETTLEMENT,SEE 501LI5 REPO /�Iq 'c® REB �(ibn f 1�¢Instr�d z ui W-z a �Y_rB ante. No coapp caD � TJ 16X7 q TJ Ib)CI auu,ority permit presumes t GARAGE PORTAL SARAGE PORTAL IbXT q TJ I6X17 GATESORY III .L.OW OR OABQIbMdI I®N194ce1 the pro . agi,rbi J SARAGE PORTAL GARAGE PORTAL DYNAMIC/LIOUEFAGTION SETTLEMENT/OR HIGH EXPANSIOtIY suc n n `19 J OR W/O DYNAMIC/LIOJIEFACTION SETTLEMENT AND/OR• SATURATED ALLUVIUM CLEANOUTS, PROEM NN.BER ALL INFORMATION FROM ALL INFORMATION FROM SEE SOILS REPORT FOR LOT GATE60RY) 60339 �TERN^'MEi(A'TIOKIU"-) PARTIAL POST TENSION FOUNDATION PLAN BASIC F7.A IELIEV E6T0 01/201DAM 05 PARTIAL POST TENSION FOUNDATION PLAN ALTERNATE ELEVATIONNNo-' PLAN IC, (CATEGORY 11 4 111) �`'`Z : vae = r-o• SCALE : va• = r-o• 05/21/0 PLAN 15 (CATEGORY 11 4 III) OS/�1/03 DRAWN BV: REVISION SY: T.L. SHEET NO. SAID SYMBOLS LEGEND FOOTING DROP IN SLAB NERIFY PRIOR TO CONSTRUCTIONI -•-•-•- REBAR nii GOUVIS ® PAD NUMBM ENGINEERING IL 4 ' • 1 DETAIL HaIHHeEH6 CONSULTING PAP SCHEDULE GROUP ' ----------- —� r--- -- ----------- --------------------- r ------ I I 1 ---- —� r--- -- -- , 2'o SO X IS'TACK PAD W(2)+4 EYl BOTT. CA 22M --------- -------------------- I I I I I 2'-e'So.X Ia•THICK PAD w(3)e4 EYL BOTT. FEWPORT BCFL 0"7624W I I I 1 I FAX 04 752-M 1 I I I PALM SPFOOM 90 323-CM S'-0'SO.X ID'THICK PAD W/(4)HHs EA I BAEFD 1 BEF(W PE D'-e'W.x la•TtlGK PAD W(4)eS EYL ISO". J, ✓ N. ,,•„( a,�, 'Y% .!'�;„1' 2 e x ,_. I 4'-O'BO.X Ia'THICK PAD w(S)HB F.H.BDTT. FESTFICTIVE NOTICE THWE DESNA UM MIA,IA,MC 1 1 I I I I I 4'I 5D x 16 THICK PAD w(s)•s EYL BOTT. 4pSny ��p OdIRLTUlY r",A10 AL I I 1 GL.�ial^',• I S'-o•9O.X ta•THICK PAD PV A)HP}EYl BOTT. OOR909 TOI @HOVHIEOPS= I I I I I I AND tID PAW OF TW E UIMHWW i Icm Sit Dam TR%4w@PIA 1 1 I I 1 I I I S'-6'9O,X I8'THICK PAD W(b)05 EYL BOTT. °A I I I I I I I 1 ITTR16naB aE May FROMTIEM 1 i i i t i POST TENSION NOTES IsOONOW iTMe 1 ( ells. •I L J 1 ' L J I I. BE SHEET PT-I FOR STRUCTURAL DESIGN NOTES AND TECFINICA- HxINHIIlalN091GIV 1 I I I PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL AIL IHaHR IdBN® itC4ONSTRICTION NOTES.TENDON AND ANCHORAGE ALLATION j I PREPARATION NOTES,TENDON STRESSING FROCAWMET NOTES, REVISIONS is^,. I pay. ,�e I 5TRE551 HOLENOTES S SEAL NOT PLACEMENT ES,TENDON STRESSING 2. VERIFY WITH ARGUIECMtAL(AND GTRIICTURAL IF BY OTHERS) NO. DATE DEBC. I I I I DESIGN DRAWINGS FOR ALL OIHEN5ION5 SHOHN ON .I I I I I POST-7EIVE,IOIED FOINDATION PLANE AND REFER TO 1 2ARCHITECTURAL(AHD STRUCTURAL IF BY OTHERS)DRAWIN010 FOR ALL 1 REMAINING C.'r"�' 'l`q�y}h,� '• 1 FOIIHDATIONN PLA ION NOT sHIOHeI ON H•osT-TeHnlaEv I 1 b l/ ,✓ .Mr h/: I B. VERIFY WITH ARCHITECTURAL(AHD STRUCTURAL IF BY OTHERS) I I I I DRANND FOR ANCHOR BOLT.HOLDOH N GA La1JT INFORMATION APD SHEAR WALL LOCATIONS. I i I I 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. 1 w ya\ I 1 S. REFER TO DETALS ISIPT-I,Ib/PT-I,IVPT-I AHD 1a/PT-I FOR I I I I INSTALLATION OF HOLPOYe15. I I, I P ANCHOR BOLT SPACING � 'R I ® sro•e x 12•a 4e•O.G. - NCL © aro"e x 12'a 52"04. 6w it I I i t 0 I I © SWIP x 12"IT 12•OZ. I _ p 1 I I OF aLF" ® sro•o x 12"0 a•O.G. ® Sze r eeato°t w ' I I ❑ 1 I �° u ' sxa s n •I2 ot. p V (--J 1 ----1 q I i-- i .iasze:2 ea Oc. F� i �------------A-- -- -------- I q F L------------ -- I--- -------- ---J I S'THICK SLAB I I S'THICK SLAB I TABLE'A" P STEEL I I 4,F,. f I POST 7Et•151oN I I (.% ..k,i i POST TENSION 1 SOIL EXTERIOR INTERIOR ADDITIONAL �f PI I I PI PI III I 1 i I CATEGORY"• FONT POVERA" ME TERIOR IN 1�1� -�---- ---- INTER OR --------- 1 i",6� n •SOW THICKNESS'J' P AND L I I I I I I �=:., ,-,.�.0 >`,: 3 I ----------1 �--- ------ L s---- ---- -f----------LTT-y PZ �-----------t�---- ' ADJACENT FOOTING/RIB 0 L--J ----- I I ,pE TED TILL 19 C Q- i 19 i 4.y '-y 7r_ i CATEGORY I 12" " INTERIOR NJ SHEAR WALLS Q {D y I I ONLY N.N.OJ I I I I CATEGORY 11 1a" ID• ADD 2-e4 Z I I I FOR o � <.` 0 61L I I 1 (�4 70P (2AD. TOP I 1 ADD. ADD. I CATEGORY 111 24" 34 KADG IA7E I (2)-04 PAST (2)-#4'PAST I I (2)-e4 TOP (2)-e4 TOP ( i Y BOTTOM I C. J PANEL E.K PANEL E.W. I I PANEL yL T L•4'-0'PAST T ese ' --- PANEL EYl I Plans h �- _ L----------- ------------- ------- J I 1 herebyes antl or 01 adhere 'W MISS -.-.-. .-.-.-.- -.-.-.- L-----...... ---------- ------- J I .. approval braMed to issue atlinal Mon atilt - La 1.���� d�tI��y'`ye. Aui Yqy( y► ——— —__— ———= CATEGORY I r•LOW EXPM15 W/O D7NPa•1T7BpV�Iaaalyp�s a('()runt pen MM -- - SETTLEMENT,SEE SOILS REPO °F'191HIAo6(T fitA rag-nlln W Proval of these 9LL o���f--��a--fi�rrer F CATEGORY II,•MEDIUM EX lF 1rH'Mm 'W6tWAgM Bed 4 q SETTLEMENT,SEE SOILS REPOINToP, f9T 'on of the aP lica ns ued Z W°zz TJ 16X1 q TJ IbX'1 'orate or Pe th presumed 6ARAHGf PORTAL GARAGE PORTAL TJ IbXT q TJ IbX'I cotles r c ncel the Provlslons T It GARAGE PORTAL GARAGE PORTAL CATEGORY 111 r•LOW N MEDIUM NT A AND/OR� su C J I7ft WO /LIQUEFACTION SETTLEMENT AND/OR NIGH EXPANSION W/ _ � OR W/O DYNAMIC/LIQUEFACTION SETTLEMENT AND/OR• r m J SATURATED ALLUVIUM CLEAN U , PROJECT PKAMER ALL INFORMATION PROM SEE SOILS REPORT FOR LOT CATEGORY) 605314 ALL INFORMATION PROM BASIC PLAN At-Mies TO PARTIAL POST TEN51ON FOUNDATION PLAN �'T9QNA E'E Armes nONN-1 PARTIAL P05T TENSION FOUND?�TION PLAN ALT>S ATEFSE 1/4" a„o� OI os PLAN I G (GATE&ORY 1) �� : 1/4• = I-O• PLAN 15 (GATE&ORY 1) �`� r I/4• - Ir-o• PLOT 05/DATE OS/2'f/OB DRAtVN Br. I FEMON W. T.L. SHEET NO: S-1.1E SYMBOLS LEGEND SHEARWALL SCHEDULE ® POST OR TRIMMER AS NOTED lq-M UNIFORM BUILDING GODS/2001 CALIFORNIA BUILDING CODE r--�� SPAN AND DIRECTION OF ROOF MEh1BER PER SCHEDULE FRAMING S/EATHI EDGE FIELD SHEAR SILL It CI.IPs ANCHOR SCHEDULE P NAILING NAILING GAPAGTY NAILING ASSr�950 BOLT TYPE (GOM!'ION) (PLP) OR LTP4'• SPAGINB a X SPAN AND DIRECTION OF FLOOR MEMBER PER ® 5/b'APA 6 dr 6 dr 2eo r oft. OL. rated •6'OL•IZ'OL. a 6'OZ. s 4b'OL. /_r. SHEAR✓-T��� � SPAN Atb DIRECTION OP DCGK FIEN1pCR PER SGFEDLIG ® 5/aced A •4••OL 4"OL no ,*OL. •12.04. s S2'OL. J g 2X4 STUD UNDER EAGN TRuss x FOR PANEL TYPE,PANEL FE SHT NOTED O EDT 9D 2 ENGINEERING GOU Y 1S r I ' i ON PRAMINIS t FOUNDATION,PLANS. CONSULTING Sro'APA O dr 6 dr 4q0 r •10'OL. V■12' ! 12'-O• x DETAIL NUMBER rated •3'OL•t2.OL. •S•OL. 12'OL. ! II ! DETAIL 5HEET NUMBER GROUP ISAl2'APA 10 dr b dr r• •b•Of'. V x 12' 1 % BEAM NUMBER,REFER TO GOUVIs Mural I •S'OL•12'OL. 600 •S'O.G. (UROJ O'OL. 4Xb 4,Xy 4 O ENISINEERINI6 CALCULATIONS ro'e x 12' ® AMPUS DRIVE IS/S2'APA to.dr 10 d'► r• •6.OZ. 16'OL. MN PORT (') . t I • 'oL tt 12.OL. V70 •2'OZ. NHOJ Bx I'll �% KEY NOTE NUMBER � BEACH ralled w•hoar ro'e x 12' X .� \ I!(�� %I BEARING WALL FFAYVPORT BCFL• 752-M 3/6'APA 6 dr 6 d'• _yI _ ® CALIFORNA FRAMINe Ndt» rated •S'OL•12'OL. q60 trarNK Marslsr 16'OL. .� �1__--_ dsWII dstall 5X6 NII PALM 8PRN06 929-60g0 SA®J BEKAK PE I5/52'APA 10 dr b a. •ee shear ro'e x 12' f M �'aR KEY NOTES •S•OL•12'OL. �.00 I.r.l ( CONTINUE SHEAR PANEL THROUSH YIALL N0 a�• • d al I I200 Qe�ll« dMetdlK 'SN6•III i...i I 1�' 12 12'-0 nEeE RI101 -NOTIC4wo I5/32'MA •es•HNa- ro'e x 12' •4veWral 1 10 d's 0 dr n4O WA Monier 6'OL. Ht9�U� \` 0 STTRAP(S)OR OUNDO P ABOVE •Ids• ARE THE EXIOLUSM rated s 2'OL•12'OL. detail SX6 NII y 1 II -0• O PLYWOOD AROUND oPENNHG IgIOF�Y OF GOLN IS®R•�Itq Y rFy - �i Tom• i` OONSILnm aa■,wo au (-)PROVIDE S'NOMINAL OR WIDER FRAMINIS AT ADJOININS PAWL VNH I GL. S1^4 S O ALIP5ON T922 FLUSH BEAM 7o DROP BEAM EDGES WITH NAILS sTA66ERED. Y i y FT waa10 w i-.__...� ALIGN WITH STUD(S)OR POST ABOVE t ODNiBB11NLro ALL IRYBA• USE A33•6.O.G.ON SIMPraON STRONG WALL t HARDY PANEL N.N.OJ ! I I( O PROVIDE SOLID BLPGKING BETWEEN FLOOR � � ANY i I CAN M OOF=TMNiB1®t OR ); 6 LINE OF BLOCKING W EDGE NAIL. HNtaloNtM tw BUILT TUBA,THBA SEE PLAN FOR NJhEER OF BAYS 11TNIOIUT gBtNT9H oUMBR OF PROVIDE SOLID BL.OGKIN6 GOUM B SPIER 1t OONKX.I q GfXXV PLF•100 B. O LOCATE TRIF55 W E.N. OOPiONBL 00"TMG gl rar m 1 -L O PROVIDE Sx SILL PLATE aLL tpOS FAME W CONTI— ti UNDER 1HE LIRE OF BLOCKING W END NAIL p�•IOO ��; l_-- -- _„1 I UNDER SHEAR WALL ABOVE W(I)C516 REVISIONS II TRUSS HANGER BY TRUSSSUPPLIER CONTINUOUS TIMBERSTRMO OR SPLICE PER PL AK NQ DATE DE8C. a FRAMING SCHEDULE IL (..�t.�• - '�_____ � � O DESIGFED ROOF TRUSSES•24'OZ. II T/6'DEEP I-JOtST5 a N1"OL. - . O II"V6 DEEP I J01ST5•Ib O.G. I ' ............. ;` O U 9/6'DEEP I-JOIST5 s 12'O.G. '. ~l I I--- ------ — ----- ----..-- �I yr i s / II 1/6'DEEP TJI 250 s 16'OL. 2.111 DECK JOISTS s 16"OL./4'PER FOOT -Y 2 X 6 ROOFTO D"N �TSiRAFTERS s 16 OL N I O No. HALL6 1 .p O all E)CF, 2 x 6 FLOOR J015TS/RAFTERS s 24-O.G. — _ — UNIDER TRLW q FRAMING NOTES X4 TUD E J ,./ .^/j :- 4 I. REFER TO STRUCTURAL GEWRAL NOTES AND DETAILS SHEETS ij (5N-+..t SN-2)FOR MORE INFORMATION ,, 5, ,e,,s 2. REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE. 1 - t qG 2X4 STW�.41�E &CA U UNLESS APPROVED BY GOIVIS ENGINEERING IN WIRITIN6. O u..„•J,�, a. __ — 2 I I I 6.TBI WR S. PLYWOOD SHEAR WALL5 CANNOT BE USED AS PLUMSINS WALLS. p 2 F p 4. USE 5IMPSON'IUS'HANGERS FOR COHN126TION OF'I'JOISTS TO Z 6 OTHER FRAMING MEMBERS(U KOJ. W y, USE DETAIL 11/50-5 FOR SHEAR WALLS EXTENDING TO ANY OPENINLB6. Q 2111110 i1, 6. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS 4 4X6 4X6 4 1, .'i SHEAR TRU55 W/E.N. OF APA PRI-400(PERFORMANCE RATED I-JOIST STAWARD)OR ---- PLFsllO A5TM D503S.QUALIFIED PRI-400 MANUPALTURE5.'l'JOIST CANOE Q J— D T7 ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE, J_IV lie 6• FLOOR SYSTEM HAS BEEN DE5101E0 TO MEET MIN CODE REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES J015TO 4 4 Ib 2 -0 T ARE RECOMMENDED WEN SPAN EXCEEDS 15'-0". 1 ALL'LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWNS NXOJ 4. TRI JOIST - -....._.. ...... 2 DA NGROLMI PARALLAM O gA /Z_c) B,Te4 Fb•2600 Fb"2g00 A PX I b�l. 2,O XIO z N W z J qA 1 S/4' WA � uSy14 W-Ypa WA 2 HAS' APPROVED IO ALLIN TIO 1 6 I FOR PERMIT ISSUANCE PARTIAL FRAM I NC PLAN IC.IPLAN APPLII T 2 m WA S 1/2' SCOTTFAZEKAS&ASSOCIATES,INC. Z Ian `��1 ' , 2 PLF•loo By ONAL PLANS N.N.OJ D2 WA y U4• DATE These plans have been reviewed to adherenc to OPT. BEDROOM 4 AT DEN scAl_e ° I/4e ` ''—°" WA ,• spot bcable °°des and ordinance. Authoriz❑nn _4X12 O B 1 Y granted to i It 1 .S I/2"XII T/6'L9L I I aDPlicabl City,a en r • o c' f AEN. TIMBER STRAND Pb.279W e I su on e400 _ E:I.fi,� be, d F Q 11-- --— --- %Yp I permit or approve eUnns shall not be constr atl Z W W Z b I TJ 16X7 q TJ 16)f'1 codes or ordinance. Nov'olahon of the so, cab Q authorit to v' Permit presumed I 9i 2 GARAGE PORTAL 16ARA6E PORTAL codes shall be valid a or cancel the provisions o suc A qA m J PROJECT NX)hBER \ > 60339 ISSUED DATE OI/29/03 ROOF FRAMING PLAN PIJOT DAM, 04/2 PLAN 1 A scale , v4• • r-o• DRAWN /o3 B N)tvlm BY. r:tvlslDNt BY. Q.H.N. SHEET NO: S-1.2 SYMBOLS LEGEND 0 POST OR TRIMMER AS NOTED Fes- �_+ SPAN AND DIRECTION OF ROOF MEMBER R SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER R SCHEDULE SPMI AND DIRECTION OF DECK MEMBER R SCIBDULE SHEAR PANEL NUMBER,REFER TO SHEET SD2 GOU Y�Jr 1S 0 FOR F�,1�,�ND�TIO PLANS. ENGINEERING e —I N COGROUPNG DETAIL SHEET NR-BER BEAM ❑ O ❑ \�\//Ii,t/'' \\ DUI ('�I ❑ O \ 'I/ \t O ❑ Ox REFER ❑ ❑ EWNWRIHS CALCULATIONS, "M CAMPW DIM KEY NOTE NiBER NWORTBEACH��.\ III i U ❑ .'I �X. I( i BEAwN6 w,LL NEWPORT ecK 00 752 IM FAX, (WO 752-M CALIFORNIA FRAMING PALM SPRIIM M 323-M &1®L 8B(MA PE ❑ L I ✓ NG i �i "tMSy".b/-y�qq ❑ /; I ��j ,{ KEY NOTES 11..1m/R414.✓i Lw 1 f V C 5e i;^R00!� O GONTINJE SHEAR PANEL THROUSH KILL I I i O STRN°f5)OR HDLDaw ABOVE (,l ie , � ;, .\ RESTRICTIVE NOTICE TIRE 0131111INA 171WIala4 At0 PLYY'DOD AROUND OPENING SPECIFIrAR 1T'CtR"ARAM IK EMMURVE Ic4 L L54 sllreoH rs22 FLUSH BEAM TO DROP eeRMCONFEENTIft�roN�iow�N i ❑ i I`�' I ALL ❑ '�_--_- ! ALIGN WTH STUD R AND O POST ABOVE a ND OFMW PROVIDE SOLID BLOCKING BETWEEN FLOOR CAN ae caF®LTrwHRI OR ); ( 11 j I RB11oglEHL"OR CAN MY LINE OF BLOCKING PV EDGE NAIL. grMJ M E R&T RCN THEM SEE PLAN FOR NUMBER OF BAYS WITHDVT WWTBI 001 CF PROVIDE SOLID BLOCKING O0/M Gran LOCATE THQIlEJ3 W/E.N. PROVIDE 5"SILL PLATE ! OUIIYRfaR ddlM BIC>®Oai OUIIRLla106RQ1P an ` C4WINXXS LINE_OF BLOCKING W/END NAIL ALL ts�tD I�eN® �• WALL ABOVE vV N 69,16 II � s�li o UNDERREVISIONS ! .,y L._. I �\ yu/ '� ,\� IYI.,� ! II TR!rf HANGER BY TRU55 SI1PPl.lER -II` j l!l `,` `----------- ! ' i L I'I � l- ------ 12 coNnmjoj5 nMBERSTRAND LI OR sPGE PER PL.AH. Na DATE DEBC. � I;�. y�y FRAMING SCHEDULE E� Imo r� KiTc,"".. iVii { "% L/ I/4/'� :.,., DESIGNED ROOF TRUSSES,6 24'OG. II'Iro•DEEP I-JOISTS 0 112.O.G. . 1 41 I DEEP I-JOISTS a 16.OZ. I .__.._..........._., _....... ..__..._._.. ....._.... ....__.._ x O II-I/8•DEEP I-JOISTS a 12.OZ. / -- - ---- - - -- - --- --- \ I '------a---' ---- i ''. ) - _ I I L_.-.v j s N 9ro•DEEP TJI 250 0 la•O.C. ) R PPED ID/4 K PER FOOTTO DRAT ...._..----'----'----_------ I I Oi 2 X IO JOISTWRAFTERS•16'O.G. i ir* O 2 X G ROOF JOISTS/RAFTERS•16'OZ. No. I Al , ..._..._._._ _..__.._ r I ., -- - - ._.. — u 2XM N65NOTES, I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS (SWI i 5N-2)FOR MORE INFORMATION U"'� I' I I 2. REFER TO SHEET 502 FOR SHEAR YVALL SCHEDULE. j I _... S. PLYWOOD SHEAR WALLS GA/61OT BE USED AS PLUMBING WALLS. - �� - 1W E59 APPROVED Br Garvls ENGINEERING IN wwnNG. V O I i O 4. USE 91MPSON•IUS'HANGERS FOR CON?EGTION OF•I'JOISTS TO 0 OTTER FRAMING MEMBERS N.NO). Z$� l y, USE DETAIL IIPSD-5 FOR SHEAR WALLS EXTENDING TO ANY 'Q1i 411 6 - IN COMIPLIANGE WITH THE PROVISIONS F W ❑ '� i =J OF HOOD RATED I-JOIST STANDARD)OR Y .__.. .__.. __-..... .. ❑ I NTM DSOSD.dl IFI® MANIPAGTUlEG.'I'JOIST GAN BE Yri Q _ -- ._-.._.._.. Q- I.._._. AHY OF THE FOLLOWING uw_Ess NOTED OTHERWISE. FLOOR SYSTEM HAS BEEN DESIGNED TO FEET MIN CODE FOR C,H I � REG UIREMENT5,POK BETTER PERFORMANCE HIEAER SERIES JOISTS Z Huc- i COt ALL.LVL�MA BEAMS CAN BE ONE OF THE FOLLOWING(II.ND) 4XIO CROP DR - ---0 4MO DROP_ ., A A/,c= I TRIM JOIST Q.. Jl I KoROLAM PARALLAM O / ^^ Fb•2600 Pbv-_00 E'IAId0•F'2�0 lu IO r/o lu I G/4' WA WA 2 RAW APPnp�rE LL IL O D- WA 112' FOR P""'ISSUANCEaslJ F SCO7T FAZEKAS&ASSOCIATES, O V WA !I/4• BY INC. mi U WA 7' These plans have been reviewetl Dior atlher applicable codes ce o rov' b ° to issu a l thorl a"t tI. I eepppp _ 3 STRAW PW22lO Y°WioPMOIOIe ;"a .nrm t Pa. ,ny s. Q— U�Q ---_ - - nce or granting of a �--Z approval oU these plans Parmlt based N Lxu W■Z1- Permlt or aPProve shall not be construe oo cotles or ordinance.n,Xi°hon oI the a to VXI authority to violate or can elrthe PPlic Vle lu cotles sh Presumed to a J PLF•100 9A alt be veal. Provisions of s h 0-0- m J PRl']ECT NUN6ETL 60339 WBUED DATE; 01/291/05 PLAT DATE 04/25/05 DRAWN BY: REVISION BV: ALL INFORMA M PR:ON� PARTIAL ROOF FRAM I NC PLAN s"g"PL"N"°�"Tl I A11 C,PLINPOAN`"ON IES T Q.N.N. ""�''"'��'"�'°"N"°J PARTIAL ROOF FR?�M I NC PLAN '"�`PLAN APPLICS TO NO- PLAN I G SCALE r I/4" � I'-O" ALT[RNATe e.eVAnoN NxoJ SHEET N0. PLAN 15 scALe : 1/4" Is V-0" S-1.3 —, 24'50x50"PEEP C«C­ — SYMBOLS LE6END L J PAD 2 4 EM TYP. L_ p� FOOTIl16 7�// DROP IN SL.AD(VERIFY PRIOR TO LONDTRIC-TIO/U —.—o�.-�—.— REBAR ® PAD NU•EeR GOUVIS ENGINEERING ------ a I I I I I I I Il i xj DEETTAAIILL SHWT NR CONSULTI NG , ----------- GROUP I I 1 GL� etN , IL4 j' \, I:a.Cjb PAD SCHEDULE NEWPORT BEACH 1 __t__ rr^ 'j*rt Moo CAMPUS Dwve N", E"A,i ?. -` 1 ]'O•S a.X 12'Deer PAD W/(s)04 EYl CA 928M -- ._ 1._..._.....— !S).4 E L J......- -- -...._.._.__..1_1. -- - -.._.__.......- ---—.1._.1....- --- - — -.1.- NEWPORT BCH: 00 752-*2 F N ION PLAN N 2'-6•9&X 12•DEEP PAD W/ Yl FAX o)Tb-M f„..� / PALM SPROM M 328b0W PL,4N` Al DECK OPTION `1.7 , . . = 1/4• . r-o• �'-0 5GL X IB Deer PAD (�,e4 E� BA®J.BEICMt PE _I.. 3'-b'SQ X O'DEEP PAD W/(5)e4 EJN. IA ID IA ' 514'9GL X le•DEEP PAD Yl/(5)tµ E.W. RESTRICTIW NOTICE Z B'-b'W.X ID•DEEP PAD IW(4)s4 Elk murm"OF 00"0 011,41511wo comarri 091QF.MO ML IVOPRA MM$110MaI A 00"MI)BRIAL TO ALL FEDPRENTS r -- —� 77— 4'-0'SQ X ID'DEEP PAD W/(4)e4 EJN. AM CA TNEE OMA Olt r_ ____ __ _� >•- C II� � I CAN E EEP®.71MNN'6®t all !'-0'9O.X ID'DEEP PAD W/(b)05 EJr1 F01FODLIDEXX NW CAN ANY f1RC1UB E X&T RUM TUBA ! AL� 1 1 \ Ii \.1 I I WMVXwlMneraol.BROF IT'-10• QOWNI 119,1111INNIFIRIM0011"TINa FOUNDATION NOTES war -------- COFTR iR o0lLTa el�.a1 -- ------------- -- I p! . V<: STpr I REFER TO SECTION a0 OF 5N-I SHEET FOR ALL FOLNOAnON NOTES. CONSLTM A101Y 2X2 Il�..r� '✓1. L�'�t --! I II.w� 4:r'' I ML RAfyRR.IB� 1 n I 2. MFCINSTARLLATiom TO DETAIL 1s -1.MrW-I AND Ib/SD-1 FOR i__-- I j I I 1]'-0• .._... - I.._.._.I II '-0" B. REFER To TABLE BELOW I-OR AN R U10 BOLT 54ZE5 AND SPACIN19. REVISIONS r-- I N0. DATE DEBC. ANCHOR BOLT I mnbros TRUSS REV' SPACIN& ® srov x t2"0 4e•O.G. _; i I I I I ------ -_ --- - '-� i 1 ® sro•o x Ir•sr 04. - I ® ex xn„e Iconacsa w . 1 a cs•rr��s �gSy r11 u } t. \ IA - 1 1 1 ' --1 I se i x'.iQw� I I wo x IZ•o 12•oc. E. -� = ales. } ,'• <•.i S G.0 t`J.I o I 1 i wsxa.m 00 JJ _._..- 1, 14'-b' QC .II. I Z IZ'-0' I sxb s2'a O•04. ALL IIFOF44ATION FROM r-- -- Pfi�RTI F UND?�TION PLAN OF'n PLA"APPLIESTo ` '�_---___ __._ I �° L__ i _ I L O L OPf1ONALPLANSN.NoJ -_-�� I rl r---- — 1 i j ------. 1r y -_. OPT.BEDROOM 4 scfv.e = 1/4" _ - Jill L O 4A i r--4A , W .._- J L-------- ---- ------ ----- L— — —J w/"I I v+oW _.I J I (' I \O I ROVED z 2- 9 I b-b I ': APp 5A SA I BY SCOTT FOR PERM1gIT ISSOC ACES,I D O6. 111 ;I I AZEKAS&ASS J �•✓Irk I abase plans have bee DATE z V PI LJ r I he PlicabbY le codes n reviewed —for W I BA aPP oval co by all applicable Cioadbu lding Pe nm j a n' _ The 1.3, Y agencies. Pen jE X 3 � ePProval Boca or grantin `C Permit s. Ah� I authority o r aPP once inNovi le on of Pbaj Boast vad Z LUlIZ� 'I'•"� Iordinance 1f � �1 SA I cotles shalltbe val Lu vio'id. or can elrthe PrOVia n. 1icg, A } I I su iL (L � I I mJ 4 i I PROJECT NUMBER I ^'r�} I I 60339 am 11 I I ISSUED DATE L-------------------------- PLOT DATE 04/25/05 I 4A I DRAWN BY: REVI610N BY: Q.H.N. r I I6X I 9 TJ 1 ,X SHEET NO: FOUNC ?ATION PLAN 6A' PORT PORTAL PLAN I XA �101�12r S-1X.1 i SYMBOLS LEGEND Foorn ! DROP IN SLAG(VERIFY PRIOR TO GONSTRLr.TI04B REBAR ff ® PAD NA,eeR GOUVIS ENGINEERING e DETAIL DETAIL SHEET SHEET"F aER CONSULTING GROUP PAD SCHEDULE "M DaVE ----------------- ------ ---------- --------- - — r-------------------� r— — _,_.. =—ycir'�—� r--------- r ------- -- —� r------ 7--- ; 7-0 ao.x I2 DEEP PAD W(2)04 EYL CA 92OW NEWPORT eat (slut 752-%2 2'-0•eo.x 12•DEEP PAD M)a4 E FAX 752-M W iv PALM SPRIIJOB (sw)trout 3234091) 1 I 1 \. /'I I 2'-0•'JC+1.x le•Deep PAD W(2)«4 Erl an®.L eEI(AAt PE 16 I I I I I I V.+.•O - I I I I lj I I " fi t I 1 11\/IN I I ) I I ,� 5 I Y i.G r;pLC. I III 1'.�l- f;,!!'..� I I i i_imr 1+e00 I I i 1 VI. B/'j J I y I I 4 2'�'9G7.X ID'DEEP PAD W CS)e4 EYl RESTRICTIVE NOTICE GLJ, i i •' i 5'-0•So.X ID•DEEP PAD W(5)'e4 EH THEK SPECFrA' ^UhkVMW AM EM�TM� 1 I I Ii I I I LUBM •.J'-e'So.X lb-DEEP PAD W(4)a4 El rROPIP"OFOMM Ala I I r I I CONaLLTN allow.MO AIL DFOPIMMIN WN 4 CONFIDBIiPL TO ELL MX�n 4'-0'50.X Ia'DEEP PAD W(4)04 EFL Arlo NO t>r lrt OF THEME OPAWNU s'� ea.x la.DEEP PAD W(e)+s Ert STFUMM ME CAN E caICIA410%MMTRV CAN AN aR a"°OONNNOfSIT faOFF I------- I h._._ 1 I awYRala®�a+lxaaLLTlw - I I FOUNDATION NOTES N {{-- - ,r L•B►17aty5 OOIIVIa 9Ri�ai 0i \ 1 . +. I I REFER To SECTION a.0 OF SN-I SHEET FOR ALL FOUNDATION NOTES. CON LLIM tu�av® ----- ALL PIWM '� 'Bl Ii \`\ 7. INSTALLATION OF OF IHOL0.DOYt45 1,n15D-1 AND 19/5D-I FOR 1 , I I 5. REFER To TABLE BELOW FOR ANCHOR BOLT SIZES AND SPAGN&. REVISIONS r `• %'1e I � i' I I } \ i I I Na DATE E� DESC. a_. I m �.__ _ 1 _C�. --- .- I 0 I 1 -----.=-1 ( ANG/IOR BOLT mne)05 TR 159 REV, � ' �I:` I I -L�ti� ! ;'4..,, � �✓�� �.cd7Ci: � � �:_� sPAUNe I II,,iL s. I � I� I I � ® sro•s x 12•.4e•oc. ' etc 1 - 1 I I iCI �I !-=__� i (: w © srovxl2 •e2oG. I I I G..E.. - — 1 ; --, - I fi -------- --- / r------------ —� it ® sro o X 12 a 12 oc. ---- \7-- _.I. I I\ :1 I I I i L-- -- — -- I ro u Ir.a oG. r-- 1 L 1 I 1 ® W�e°><1 •ao6"O. I`J e m ( `il _a j --- - _ r I I I I I i ?I I I V__y I ►• _.. r J I ws° itill .Ie oG. -----� I___________ -' L--- I r�'_ GL ---'. L_______ 12*0 12.O.G. � j I -3FC<LE. J I vil ---------------- --_ �------ I oc. ------------------------ ----- s .rosxe Io 7-J tM� i. ------ --- ;ion( T RL bl II I !i I I i I I Ii ` _—_. __ J sLpe < 1 a,'- I --- ------ 1 ❑ I r---- -------- -- --1 — --------- 1�1 I ❑ 4A I 4A I I 4A I 4A I _❑ J 1 r-- I IF 4A I L------------- ------ ------ �' I 0 �� L————————————— —J ^'' i I ry ay ---, JV 1 I I I W I Lw✓�'�''� 1 1 PI PI PI 1 I I r 1 r 1 r I I gA ZI Z. I 1� 1 gA IL W I f t-_7l- I 11 I del co w1u SRI Q Q I 9A I 3As �P �ia„ b I AQ I I I 0ILL 1 I I FOR PEFM 7APpr'0ISSUANCE X O SCOT?FAZEKAS g,ASSOCIATES,INC. ^ Itititit� to I I 1 I I I 1 I BY I I These plena have DATE �W Itititit� h granted been reviewetl for atlherence to t e rn I I ------- -------'� 7hss issue a — -------- — aPProvalb li antl ortl�buildin Authorization MWsL� -------- ------- by applicable City agencies9 Permit Pena, JX hereby Brantetl to aeuance or granting of aF Q Q -- -" approval of these Plans shall notpMIt based o t_ Permit or approve be'construed r Z UZZ 4A cotlee or ortllnanceanNov�olation of the R 4A authority to violate or cancel the Presumed P to c9iw = W TJ IbXT 9 TJ 16X-I cotlee shall be valid Provisions of auM WW GARAGE PORTAL GARAGE PORTAL ___Z/ 6ARA&EDPORTAL A GARAGE PORTAL m J PROJECT NUMBER 6055-1 ISSUED DATE OI/�9/03 PLOT DATE 04/25/05 DRAWN 9Y: REVISION BY: ALL INFORMATION PROM ALL INFORMATION PROM Q.H.N. PARTIAL FOUNDATION PLAN TIONA °� PARTIAL FOUNDATION PLAN °A'I"`A"APPIIaT° SHEET NO: ALTERNATE B.GYATION N.N.OJ PLAN I XG s ALM : 1/4• - r-0• PLAN 1 DEB WALLA : 1/4• - 1•-0e S-1 X.1 A 5PWIAL FIELD CONSTRUCTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARC44ITMILWAL DRAWINGS.GOUVIS ENGINEERING,CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE r-, r-, DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE I i. 24*WxW DEEP G01K. SYMBOLS LEGEND ARGHITEGTUIALL.DRAWNG,9 AND NTH FIELD CONDITIONS CONTRACTOR SHALL VERIFY TFE L J PA17 Vmw"EIMI TYP. L- LOCATION AND 512E5 OF All ANCHOR BOLTS,HOLDON/S,EFIEDDCD STRAPS AND FRAMING MOOTING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL -- ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRIMSIONS,SLOPES,SHELVES, PATIOS,PORGIES,AND STOOPS. 2.GONTRAGTOR SHALL VERIFY TENDON LENGTHS AND STRESSING,TAIL LENGTHS PRIOR TO � DROP IN SLAB(VERIFY PRIOR TO CONSTRUGTIONI AND MAY INCBE `VISES• T THE CODING T CABLES Is ONLY IS ASSIST TENDON PLACEMENT" POST TENSION I OUNI7AT I ON PLAN AND MAY BE REVISED AT THE CONTRACTORS OPTION ANY D19GREPANGIES IN BI1T NOT ------- REBAR LIMITED TO,DIMENSIONS,TENDON CORRT AND LENGTHS,COLOR CODING,AND ELONGATION DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF GAMS ENGINEERING PRIOR TO F,ABRIGATION. PLAN I XA CATECSORY 11 4 11 I N PECK OPTION �`'4LQ ' '/'`" ' ''-O" TT�JTc 5.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON -NUMBER GO V Y 1J THE PLANS AT GONTtAGTORS OPTION FOR ANCHORAGE OF ENDS AND GENERAL TENDON, ENGINEERING SUPPORT LAYOUT,SM DETAIL(4/PT-1). 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN -- _ -L �- _______ ® DETAIL SHEET NMBEIx S.DIMENSIONS ARE NOT FURNISH®TO SIMPSOI HOLDOWfLS.IT Is THE RESPONSIBILITY of CONSULTING SHOWN OTHERWISE. r----------- -1 -- r------ 1 �;� .. -1 r----------1 THE CONTRA4,1-*SUPERINTENDENT,THE FRAMING 64WRAGTOR AND THE CONCRETE GROUP I 1 PAD SCHEDULE CONTRACTOR TO LOCATE THESE A HORS IN THE EXACT LOCATION REFER TO DETALS G�05L" FOR PROPER INSTALLATION 4400 CAMPUS DRNE 6.PROVIDE•5 x 24"DOWEL•24.O.G.AND IY FROM CONGERS AT ALL CONCRETE I I I j ( 1 I �J, 1 2'-0•S3 X IS'THICK PAD W(2)a4 EYR BOTT. NEWPORT BEACH STOOPS PORCHES,PATIOS AHD OTHER ATTACHMENTS WEN CAST INDEPENDENT of I ( I i I I •1 wi"� '✓� I I I C'a'Y2BB0 1.ADMIXTURE SLAB UNLESS MIX CONTAINING E. _.._.._. .1.__.__.__._____.__.-.--____-___.___.1..._..I__.--_..._t_---� J.-------------------_E-_1------------------.--------1-1-----------------___1_.. __...__ 2-0.90.x la'THICK PAD W(5)•4 E.H.GOTT. NEWPORT WIN: 0"752-*2 9.ADMIXTURES IN CONCRETE MIX CONTAINING GALLIUM b.RZWIRE�-VM FOR PRE-SATURATION OF SUBORAM SOILS AND SHALL NOT BE USED. >(7EI[IDR FOOTINGS FROM ANY DESCENDING SLOPE SHALL GOMRY WITH SOIL REPORT �•` /AYLIGHT SETBACK OF �'•:.\. !� RXTERIOR FOOTINGS 5. fir' S SPACES AT 4'-2'S .d a SPACES AT 5'-0'2 W 5'-0'50.X 16•THICK PAD W(4)a5 E.ML BOTT. PALM 8PRNO6: (7BW 92360YD q.ROOPTLOOR FRAMING,AND/OR HEAVY CONST UKnON LOADS ARE STRICTLY PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING S _ • • I • I ' DAYS AFTER CONCRETE PAIR,IF CYLINDER BREAKS INDICATE MIN 2000 PSI STRENBHT. \"1" WHT-pI)!R YEL-BRµ YEL-CRY 4 \` SAEED•L P.E. 10.SPECIAL INSPECTION G REGUIRm FOR THE TENDON INSTALLATION,CONCRETE I • 5'-6'W.X I6'THICK PAD W(4)N»J E.W.BOTT. PLACEMENT AND ROUNDI THE RIMT EROFTENSION TENDONS. j YELLIEN 4'-0'SGU X I6•THICK PAD W(5)aS E.W.BOTT. 11.FINISH GRADE 5TRMI THE PERIMETER OF POST TENSION SLAG,SHALL BE CONSTRUCTED NOTICE SUCH THAT RAIN ND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. a-0 THEIR RESTRICTIVE 12.ALL 917E AND MAD MRE"ARATION SUCH A5 O r LIMITED TO GRADING COMPACTION OF 2 2ROM90Y HX H 0"11I q a4 4'-6'SOU.X 16'THICK PAD W(S)e5 E.H.J BOTT. SPSO A'TO"ARE TIE DIUUMM THE FILL,PRE-5ATURA.TION AND CONCRETE SLAB BASE PREPARATION,SHALL BE CON11ILTNO YFAM AND ALL PERFORMED IN ACCORDANCE WITH THE SOILS ENSINEERS RECONT•ENDATIONS AND ----- ,.......,,,••,,,•,••,,,,,,,,,,,,y••••••••••••••••_•_•• ...ALAS .. ••. ..•• •••1••,n uay••••I.t•••••••••;: ••••••i••••••••••••1•••••••••••••1•••••••••••••I••••••••••••• S'-0'90.X I6•T/IIUG PAD W(S)•5 EYl Gorr. COIFaBNT1rL TO N1 IRe>c.91fs INGLIDED IN THE SOILS REPORT. ! f _ •• •" •' •' ^----^--- -1. - i-- % -1 - - --+ - -�"1 r ---~---, ANP NO IMNf OF TIEBE DMVWM IS.A MINIMUM OF THREE(5)GYLIN OERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE L---____ r , 5'-6'90.X I6'THICK PAD W(6)N»$EYl BOTT. CMI m 7RNN� OR STRENGTH :1 I I E I '- = I I !, •C :I I I FI9T40=NOR CANAW I:TR.0 UMB IE NUT Rau THEM 1 ti II` WHIOUT OMEN CGN ff OF I.BULKHEAD BY LOGATING THE CENTER OF THE STRAND BU PLES PER THE DIMENSIONS ON I I I ! .._.- �__ c-_=.'-.' :I I I GOLP 6 BI91®M 0ON13LLYM TIE STRAND PLAN MOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 __ .:.I............. ...............z..........l...l...............R ............:........ ...:......J...�.:........\.-.-r(........... .........I...I................................1.: POST TENSION NOTES GICUP NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). ----_______ _---____ 2.MARK LOCATION OP INDIVIDUAL AW440RASES ON EACH SIDE OF BUNDLE CENTERLINE -- -- +'10• 1 I E I 2' 1,S G MP 1; HxwrONOU TGO"MG ENraa®H4NIa PER DETAIL(4/PT-1)AND DRILL A 5/4•DIAMETER HOLE IN MoLKHEAD UNLESS NOTED ------------- 7 1'^i14N„J•I I. SEE SHEET PT-1 FOR STRUCTURAL DESIGN NOTES AND TECHNICAL 7�q galp qpy� OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UF'PERFORMS UNTIL TENDONS ARE IN L�.'.^�IE»". 1 PARAMETERS.SEE P05T TENSION DESIGN PLANS FOR SPECIAL N1 ROIL/IC-0BN'r0 PLACE. I I I 1,I yF.if'L ; n1,:✓ 1 CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION ' I I I E I I 1 :tl :I I I NOTES.CONCRETE PLA CEMENT NOTES,TENDON STRING 5.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER E T.._. I PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS DIRECTION.REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND :'. .........I...J. 2 2'rA.•..j........ ...i..�...�...I..j........:....:... ......jl(I..........jA..A.......j.............j...........I.i STRESSING MOLES SEALING,NOTES. ................................ y AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16' ' I I I ••••• •.•.. II '-0 OF STRAND MIST PA55 THE BULKHEAD AT EACH STRESSING END. 1 t v I I :I I I 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO DATE DESG 4.PLACE ANGFIOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS NTH 2 NAILS Pay I I I ,.� "Y ,: DESIGN DRAV71N6F FOR ALL DIMENSIONS srlorN oN TIGHT TO THE DULKHEAD.16d'a RIND SHAWC RECOMMENDED. aT'.,l„/ 4../' "�i" i- i r�` OT/Ib/05 TRUSS REV' r - 1 1 1 I _7 _'E I Ij 1 1 :j :1 I I POST-TENSIONED FOUNDATION PLANS AND REFER TO S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 U2"FROM BULKHEAD SUPPORT 50iI'..-j ARCMITEGTURN.(AND STRIK7UiAL IF BY OTHERS)DRAWINGS FOR THAT THE CENTERLINE OF THE ANCHORASES 15 APPROXIMATELY 5 1/2'BELOW TOP or I L .. •;•I , FI I i'(� I I I :I I I ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED 9LA8. 1 .......................... +N ..1......I!'.:..: ...p ...:..;. a. j......... ..... FOUNDATION PLANS. 6.AT STRESSING,ENDS.REMOVE WRAPPING TO APPROXIMATELY 6'INSIDE THE BULKHEAD. _J :(..............:• 1••ql ;••�•••�••�•••••••• ..• •• I...E...............................I.: .... DO NOT REMOVE GREASE.SLIDE END or STRAND THROUGH THE HOLE IN THE ANCHOR AND r_ :1 I h - 1 -- :I i I: S. VERIFY WITH ARGMITEGTUFRAL LAND STRucnRAL IF BY OTHERS) THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED 1 n-'---- FOR BOLT HOEDOWN GALLOtT INFORMATION AND 'STRAIGHTEN TENDONS,cIARVING THEM SMOOTHLY BROAD HOLES OR OB9TRUGTIONS. , I 1 \'� ESHEAR1 HALL LOCATIONS. E ____--_____J �_.._.__t 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. PLACE SUPPORTS AT CABLE IHTER9ECTION9 AND TIE THE STRANDS TOGETER ILLS=LEAS.- : --____ 1 I I I _._• :1 O.CHECK 5TRAND5 FOR TEARS IN PLASTIC,WRAPPING AND REWRAP.ALL TEARS IN ., ar ..:...�....�.. ........ ............. ITT-1 , 1.......' INSTALLATION HOL . q.TENDON PLASTIC WRAPPING,SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE rill Wit_- _- -- -- -----------J �� •_-- --: ---- NSTALLA oN of DOI'N9IAHBONDEDANDPREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALSC---' J DARING,CONCRETE PLACEMENT. - JpL--` �! I j'?--i, -- -- ------ivy Ili -- - - ----- SHEAR - 7'11 II .`F�' Jt-f--: -- - r- -, w SPkNBOLT TENDON STRESSING PREPARATION NOTES I ! : i j i I ' I I =_ _- I .I 1 C I o TYPE .......... ......`.................. I.REMOVE POCKET FORMER. :.....;. : '{:-F;?.L.:..;.�........{..... ........ ....�.. :.j.l .. j.l...l...... ...... ....... I , 2.CHECK INSIDE EACH POCKET HOLE,MAKING,S E,THAT EXPOSED PORTION OF 1; I':i L_{..__ 2 ••• :Z•• }n ® 5M'O X 12'.40.OZ. ANCHORAGE IS CLEAR.IF A FILM oP CEMENT HASTE HAS INTRUDED,REMOVE IT NTH A :1 _J . I 1 ' »ry SCRAPER OR SCREWDRIVER. 1•-__._I I I I ty'� !'' 25 I +� FNm ! I CrI"«. ;! I 'I a < © Srovx12•o52'OZ. E� 5.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. 1r' I ; '. I 1 :I I I:! iv»�W 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS ; 1 : 'I�T_2r--- 1 E 212�7• : x Y © 5rov N 12" 12"0.0 dl RULE ARE RECOMMENDED. .-. ....................................... ....... ... ..... .. .T :N........:., .. ..I.......j.............j...........I.i. ALL INFORMHTION FROM ::,I' TENDON STRESSING PROrx.GURE NOTES ® sroY x l2'.a•o.C. I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PER50N BA91G PLAN APPLIES TO :1 I I: L` i - "�j°• _ 1•. I I I�! I - WO x 12•0 16"O.G. EXPERIENCED IN THIS r7PE OF WORK;HEM�MUST E)�tGISE CLOSE CHECK AND RIGID PARTIAL P.T. PLAN OPTIONAL PLANS NN.oJ <i :_ 'r:- _ _. ....._ :, 1 I: r:1 !! 1 U -----'_... - ``i- '».»"! © W SX III m confect W CONTROL Or ALL OPERATIONS. 1; .! I ! ! ; - 2.Tiff STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, S'ALE = 1/•4" ■ I'-O" .._�_�, ! covlcr.�. CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE OPT.BEI7ROOM 4 j.l..............:........... �A�::::.::. ...1:..............L..:.......�;.,..j.. ..,.:..�:�..- --..� ,..H........j.l.1.................. ' ro•.x 12•.16•D.G. CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL _--- _ �i-__ __�J M____: N/SX6 sill DIRAWINHG9 oR 2000,.I MINU. (CATEGORY I I III) ----. 4-- .� ._...__-e.�.,�..n" - ,; U 5.ALL PRE9TRE991NG STEEL SHALL BE STRESSED D1'MEANS Q 051,OR OTHER EQUAL HYDRNA.IC,JACKS,EQUIPPED NTH AGGURATE READING,CALIBRATED HYDRAULIC r----�- f:'-- - ; , r; - ; --•I r--: - : ,:� i �)O�x 12'o 12.OL. PRESSURED GAUGES.A GA.IBRAnoN CHART SHALL AGGOMPANY EACH JACK. :, ID�» ,: t I , 1 1 I :I All Z 4.THE POST-TEN510NING OPERATION HILL BE 50 CONDUCTED THAT ACCURATE ELONGATION : r/��q(� LXl OF THE PRESTRESSING,STEEL GAN BE RECORDED AND C014PARED WITH COMPUTATIONS •.•••••••••••••••.••••••••••••••••.•••••••• ••• •••..• •••••••..... P ••••• `••^: ••i""""""'.""""""'i""' I "•"......"......i st J l r�.. 1 SUBMITTED AND APPROVED BY THE STRUCTURAL EN6REM I : , 1 1 : :! AVO x 12'.S'O.C. w to 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND I 1: , : 1 ..1•••• •! I N11CMa"✓5X6 ell! SUBMIT REPORTS TO 6GVVIS ENGINEERING FOR STRUCTURAL ENGINEER5 APPROVAL ONLY IF q ADD, STR-55M TENDON ELONGATION EXCEEDS TOLERANCE. -J W(2M4 TOP 18• ��- I. J f_.__.: 1 I ( 1 ; I U(�a( 6.THE MAXIMUM JACKING FORCE TO OVERCAME FRICTION SHALL NOT EXCEED DO%OF THE "I ' r?; t•.C,�t I 1. I I ,,, OJT ., 1 I: I TABLE A OO J ULTIMATE FORGE OP THE TENDON. 1...:..........:. 1 1�.............I...l.. .... I t .. I • .......................... .. .... ..........: T.TENDONS SHALL BE OANCHORED AT A FORGE NOT TO EXCEED TO%OF THE ULTIMATE % :1 1• •• 1 '•,I• z FORGE OF THE TENDON I I I. : : I 1 I I: SOIL EXTERIOR INTERIOR ADDITIONAL (413..70•2&A k"). h 1 I •T``"^a% ! : : 1 1 : • ;I I 1: CATEGORY"• FOOTING FOOTING/RIB MILD 9TEEL IN J� /_ a», ... _ b.THE STRESSING OPERATIONS PROCEED AS FOLLOWS, jM `4 i i! .1 , I 1 EMBEDMENT OVERALL EXTERIOR �- q. HALL ' T I - - L--� -- ---Jc -REMOVE GROMMETS AT THE STRESSING ENDS:G/EOK INSIDE EACH GROMMET HOLE 70 I r _. I I '-O' 'CJ'BELOW THIGKNNE55'J' FOOTING,AND MAKE• E THAT THE ANCiORASES ARE FREE FROM CEMENT PASTE,IF NOT REMOVE PASTE •�.._., •••. I 1: ! b r1.a.'• FROM ANCHORAGE NTH A SCREWDRIVER. IO• """"""'j"""""' I ADJACENT LOWEST INTERIOR Z Jl : 1...1:............. ;......r..�...... -INSERT WEDGES,SIDE BY SIDE,BY NAND INTO ANCHORAGE. b 71 I FOOT 0 w -PUT A PRIM MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I I COMPACTED THE EDGE OF THE SLAB. :I I: I :I a r0• I GRADE E--- O - dd STRESS THE STRAND AT 55 Iclpe. ATEGORY 12 1 INTERIOR -SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO I THE RAM. L'----`--- -- I"---- j---- -- - -J I, /J I I I 9HCAR�L9 pw -REMOVE THE RAM. .. :....... ;_:::v.N .. ......... pl...l...... ......... .........1.. ONLY .KO Jp ........................... ............ ...5.............. .......... ....... y:..;.........:......... ..j.. X G I �} -MEASURE FINAL ELONGATION RECORD ELONGATION. O q.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION I I I CATEGORY 11 I6• IO• ADD 2-lµ IL AND THE JACK WAGE READING OCCUR,THE JACK-GUAGE-FUHP UN1T SHALL BE I I '� I :6,-0 1 s•THIGIG SLAB �I I I �oM x O� 3 WO� 10.TENDONS 5TRE-55M FROM ONE END ONLY SHALL BE 90 INDICATED ON THE PLA 1HO Iq I I I I POST TBILN•ION :I 1 1 TEGORY 24 4 REGAUBRATE.AN AGREEMENT OF KTHIN r%UNDER TO T%OVER SHALL BE SATISFACTORY. I I DRAWINGS.TENDONS THAT ARE STRESSED FROM 807H ENDS WHEN REQUIRED AND NOTED PT 1 I I i I 1 GA NI 2 • 2-e4 Wr ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN I �Tl .±•w '.p'...j...... ...I..i.............:.............i.............j.1...1.1 ...........i...........I. Tu: O,,( N THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CA15E NO SLIPPAGE OF L M»�*'' I I : ;I I I �Opf� -h"m ��ll � T}ff TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE , r--1 L__ _J L�_ _ __----___J L - -_____-J V j_ V OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION• N ON THE 1I"�r------ --1�r---------- - PLACING DRAWIMIGS.TENDONS EXGf3DING 100 FEET IN LENGTHS MAY lEED TWO-WAY P2 ,.,_---___ -____----- I-'---`_, r , r__ - , .I F CATEGORY I,•LOW ExPF�IPMIWIAOW �< Y 9TRE991NG.1 II.PARTIAL(OR EARLY STRESSING)O`TENDONS,W14EN REQUIRED AND NOTED ON PLAN L--J L--J I I I I I I < SETTLEMENT SEE SOILS a, SHALL GOMSIST Or INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF a000 P2 •..................�..•�....... ..•.•j•..•......••••.....•.•'•'•.'F"•F""' •••••• ••••••...,. _ N 1�yH �M aapp �ua aLr ~rgwNk. a 4 LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP NTN FINAL 19 I +: I Y CATEGORY 11,.MEDIUM EIS 1QN W/O FACT �.ELONGATIONS SHOWN ARE BASED ON.10 I MEASURED ELONGATION•1%UNDER TO-1% 1 I 1 : .�I 1 SETTLEMENT,SEE SOILS 1 lo7T'!�A L.'. a�iY) .~�nN�z ui W z X ' ,� sae • Permit to t w OVER 1e ACCEPTPBLE.IF MEASURED ALOHA ION EXCEEDS TOLERANCE,CONTACT GOWNS ' 1 I : :1 I ' a DYNAMIC/LIOUEFAGTIO Permit orM P/ s��q9�t nt 1816h{� Q(Q�[ E.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND ! :I I I a Y CATEGORY III:.LOW OIl°�RWT•d bMaNio onaI No = W BEHIND JACKS WHILE STRESSING TENDONS. �. I..................1..1.'............;...........................1 l... I. oR Wo DYNAMIC/EIAUE s �F umeA He e • (�J ..i.. ..... X 1 �� 841alona of a PROJECT NUMBER STRESSING HIA.ES SEALING MIO'rE8 / ADD. ADD. SATURATED ALLUVIUM GLEANOUT9, I.TE REUSABLE PLASTIC GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE 4_.'.._ 1 1 1 : (2J-R4 TOP :I I :(�-Hµ TOR 1 "}" SEE SOIL5 REPORT FOR LOT CATEGORY) FILLED AND SEALED WATER TIGHT. 1 1 1 . L•4b'PAST .1 I : L•W-O"PAST , 60339 2,U91NG A GUTTING TORCH,OURN OFF EXC-MS STRAND 1/2'TO 5/4-BACK IN HOLE.BE T/ 1 I , PANEL EYL :1 , .PANEL ELM). CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE *SLED DATE THE OUT AS GUIGKI.Y A5 POSSIBLE. L•--- -•J L4---= ----+----HMI L- ---�-- J IJ, III, 01/2cI/05 S.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPACK •••••••••••I •••ua»HY.LY. •u,a»L»A•••••••••••i••••••••••• 1••••••WNHHIH+.H»AH BLOGKOU79 WITHIN 10 DAYS.ANON-METALLIC EPDXY MIX SMALL BE USED FOR THIS PLOT DATE: PURPOSE.A(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAID 19 AGGEPTABLE). TECHNICAL PARAMETERS NOTES ' RA �-I O 4 ; 4 ! DRAWN BY: REVISION BY. -DEFORMED MILD RERFORC.IN GRADE 40(05 4 04)STEEL SMALL CONFORM TO A5TM 1 -7 A-615GRADE 60(a's 4 56GEw ! L.v. -STRANDS SHALL CONFORM TO ASTM A-40 ! TJ 16XT q TJ 16X7 -PROPERTIES OF I-HIRE STRAND 1/2'DIAMETER {, GARAGE PORTAL ARAGE PORTAL ;&AT��r l"' F NLTIMATE)-POUNDS 41•CM POST TENSION FOUND ': � FOUNDATION PLi ljt\ '' , S 1XAB ' - ! � 265ooao0 PLAN I XA CATEGORY 11 4 111 i . -MAXIMUM FORCE(A N W)TO 55,000•OVERCAME FRICTION �..ALE H 1/4" a 1'-O" -MAXIMUM ANGIOR FORGE(.T 1,)28,g00• -UNIT ELONGATION PER FOOT O.oiq•(PA POUNDS)A2 INCEW AREA E SPECIAL PIELO CONBTIRICTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTU1QAL DRAYYNBS.GOUVIs ENGINEERING CALIFORNIA DOES NOT A55UE ANY LIABILITY WITH RESPECT TO THESE SYMBOLS LEGEND DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIM515IONS WITH THE I I I I ARGHITECTURAL DRANNSS AND HITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE L J - L_ FOOTING LOCATION AND CH SIZES OF All ANCHOR DOLTS,HHOLDOYNS,EMBEDDED STRAPS AND FRAMING _____ MATERIALS.CONTRACTOR SHALL VERIFY CONFISURAnON AND LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH AS DUT NOT LIMITED TO DEPRE5510NS,SLOPES,SHELVES, PATIOS. PORCHES,AND STOOPS. 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO DROP IN SLAB(VERIFY PRIOR TO GON5TRUCTION) FABRIGATINa CABLE$,COLOR CODING OF GABLES is ONLY TO ASSIST TENDON PLACEMENT, - AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN.BUT NOT POST TENSION FOUNDAT 1 ON PLAN -•-•-• LIMITED TO,DIMENSIVION5,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION RFJSAR DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF SONIS ENGINEERING PRIOR TO /�Ly FABRICATION PLAN I XA CATES-ORY I WALE : '/4" ' ''-0' Gouvls S.STRESSING END AND DEAD END OF TEND"MAY BE REVERSED FROM THAT" N ON PAD NR HER TI-E PLANSSUPPORT LAYOUT, DETAIL(4°T°J FOR-1). ORAGE of Ews ANv GENERAL TErDaN -_ -IL ENGINEERING 44.THE F SSW AND FOUNDATION SHALL M Foul MONOLITHICALLY EXCEPT WHEN � - � ��� L\,� -------, 1„�,r' ,....-------1 CONSULTING -------------� -- i ------ 1 ---- GROUP 5.DIMENSIONS ARE NOT FURNISHED TO SIM PSON HOLDOhNS.IT I5 THE RESPONSIBILITY OF I I I I I I I I I� �1 I THE CONTRACTOR'.SUPERINTENDENT,THE FRAMMNG GONTRACTOK AND THE GONGRER I `,/ 4 I I I i�N,dHLJS IV I I I; PAD SCHEDULE GONTRAGTOR TO LOGATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS I FOR PROPER INSTALLATION. Mpp CAAR}g DRIVE • ! +, a,C I 2'-0.90.x la•THICK PAD YV(2)e4 EA BOTT. PEWPORT BEACH 6.PROVIDE C%24•PATIOS •2 TER AND 12"FROM CORNERS AT ALP.CONCRETE 1 I 1 j I I ( .a, V STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS HI-EN CAST INDEPENDENT OF I I I i I 1 �•1 ��� ! � � I I I CA 92H80 POST-TENSION SLAB UNLESS NOTED OTHERWISE. 7.ADMIXTURES IN CONCRETE MIX CONTAINING GALLIUM CHLORIDES SHALL NOT BE USED. ._.._-_-- -1_---.---------.----------------------___.�--1-._.___----L_..___L .1_..._-._-.._._-._-.-.------------1_-..L_._..__.__.__.__._---------...__..------.1.__1....__----_-------'-__---- ------- 2'-6.50.X IS'THICK PAD W/(5)+4 EAeorr. FAX' Tf BCFt 049)752-1M2 - FAX: 49)762.6921 D.REAJIRME TS FOR PRE-SATURATION OF 9UDDRADE SOILS AND DAYLIGHT 9ETDAGK OF -r' -�_s� S'-0'S0.X ID'THICK PAD w(4)-5 EA DOTr. LM PA SPRING& U9p)32&6ppp EXTERIOR FOOTINGS FROM ANY DE9GEIDIND.LOPE SHALL GOMRY WITH SOIL REPORT ,,«« P� REGOM•ENDA7IANS. �F S SPACES AT 4'-s': /4a� � D SPACES AT D'-0'S C.? L q j 9.ROOPAFLOOK FRAMING,AND/OR HEAVY GONSTRIJGTION LOADS ARE STRICTLY PROHIBITED TO Be IMPOSED ON 91.AB5 PRIOR TO STRESSING.BEGIN WALL FRAMING S \ I • i I • �'=._I-� I S'•6'50.X 16"THICK PAD W/(4).5 EA BOTr. 8A®1 BEKNA PE DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 PSI STRENGTT. NHT-FUR i YEL-ERN i'�y 0 • L-6RY 10.SPECIAL INSPECTION Is REQUIRED FOR THE TENDON INSTALLATION,CONCRETE I YEL-ERN 4'-0'50.X ID'THICK PAD W/Is)e5 EA 9aTT. RESTRICTIVE NOTICE PLACEMENT AND STRESSING OF RD5T TENSION TENDONS. II.FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCTED ' ' ' THEE SON OW DNHTNR4 A DSUCH THAT RAIN/RID IRRIGATION HATER 15 DRAINED AHOY FROM THE SLAB.12,ALL SITE AID FAD PRLPARATION,SUCH AS BUT LIMITED TO GRADIND EOM'PAGTION OF 4'-6'S0.X ID'THICK PAD W/(5).S EJK BOTT. IPRPRITINIOF ATE TE EXOLIIRNE IIIOFDI TQ GORE I&SELL®NOTHE FILL.PRE-SA.TURATIOr,AID CONGI@TE SLAB BASE PREPARATION,SHALL BE 9" t �LTIO�p•��PERFORMED IN AGGORDANCE WITH THE SOILS ENGINEERS RGOMhliDATIONS AID .. . .... . ...... ........:. .........I••••••••••••I•......••••••I..........••I...........•• 5'-0'SO,X ID'T1i1CIC PAD YV AJ 4 EA BOTT. Lb1fEB(II.L TO E NR 1I5 INGLI.OED IN THE SOILS REPORT. _ + r •••••••••.•••••..•.••••••• - -- .••p -•�-- 1\ ./ MY I --iL ---;- --TALL--1-------- NO NO PMf nFT WDRWMB Is.A MINIMUM OF THREE(5)CYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE L---P'�i.•. r-- --- }\`/,� r V-6'50.X ID'THICK PAD YV(6)e5 E.W BOTT. cAJH BE e°ITRi TIaNeHerm CANlEg an STRENGTH. 'i 1 1 NE sLr FROM TBA ----------- r ! POST TENSION NOTES pro ATMsTFE CENTER OF TIE STRANDBUNDLES PER THE DIMENSIONS ON _ . RIIOIFNNE STRAND PLAN.MOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE IS ....... .... ............. .... .. ......... ..... ......... ......... .......NO TENSION ON TE TENDONS UNTIL AFTER THE CONCRETE 15 POIXRED). ----------- ---------- .'.'..........••••:.;....•I••••-•••:.•••••••••••••• ••• ___. E.. 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE ( IT+'10• I .'IS'-Z' •.`���:. _ PER DETAIL(4/PT-1)AND DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED -- ------------- I PARAMETERS.SEE P055TT TTEN51ON�1 �FOR SPECIAL OTHERWISE.DO NOT ERECT INSIDE FORM OP DOUBLED UP PERFORMS UNTIL TENDONS ARE IN _.d r�'t "r: -=I"=" / ••• � I CON.LLIeIO fM101PB�10� �L /"� �yQ 1' DESIGNALL RaNrs RiBN® • I'v l. B)A I �^' `•,r••'� 1 GOH9TRUGnoN NOTES TENDON AND ANCHORAGE INSTALLATION PLACE. j I i 1 ;ry I PREPARATNOTE I ON IOON NOTES,TENDON SACMIIENT TRESSING PROCEDURE NOTES, 5.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER �____ -r- t-- REVISIONS DIRECTION REFERRING TO THE FLAK SELECT INDIVIDUAL COLOR-CODED(.OR.9 OF 97R/WD .;.I..............:................:............... ........�........ Z'y(J.•..i........ ...... .... ......ilQ..........j.............i.............j...........I.{ 5TFM55ING HOLES SEALING NOTES. AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST ID' 1 -___ 2 OTHERS) OF STRAND MJ5T PASS THE BULKHEAD AT EACH STRESSING END. j - 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANLHIORS WITH 2 NAILS - P�}�/�H PCOT-_ REPM TO TIGHT TO THE BULKHEAD.I6EL RIND SHANK RECOMMENDED. ...H.+'r"'4'.✓`•e^';"I "�'," ._ ,i i ARGMI7EGTURAL OUDATIONDPLMLa OTHERS) FOR .i�%y ..... DESC. N PRAHN&S,FOR ALL IMENSIONS 5HOHN ONED NP STRUCTURAL IF ISY 1" II -0 .I NO. DATE 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 1/2'FROM BULKHEAD SUPPORT 50 r Y -� ALL REMAINING ( ON NOT SHIOYN ON POST TEN510NJEO THAT THE CENTERLINE OF THE ANC/ORAbE5 19 APPROXIMATELY 5 1/2'DELON TOP OF ( ! I tom ( i I.•. '�I ......... .........I.: Fo1M7ATON PLANS. SLAB. 1 .,.I.............. ..............................A....4...... p ...V.;..................I....j... .... ..... ......... rGs 6.AT STRESSING ENDS,REMOVE YRAPPING TO APPROXIMATELY 6•INSIDE THE BULKHEAD. J I ' DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN M ANCHOR AND r-- ! r L • _ S. VERIFY WITH N46GH R VOLT, HOL STRUCTURAL I BY OTHERS) iHNR.oPJGH THE BULKHEAD.LENGTH of EXPOSED TENDON AT DEAD END 19 NOT TO E%G® ) I fi_.--_ - I DROWNS FOR/NATION DOLT,HOLDOYN cALLOUT IN'ORMAnON Oro THROUGH •.LINEAR HALL LOCATION.4. 1.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLDS OR OBSTRUCTIONS. -- ------------J I 1 \`,` 1 ? ;-_-.i -` j E 1 4. REFER TO TABLE BELOW FOR ANGFIOR BOLT SIZES AND 9PALING. PLACE 9U=PORT9 AT GABLE INTER9ECTON9 AND TIE TIE STRANDS TOGETER. _.__. �_._____._.L T ="i I D.CHECK 5TRAND5 FOR TEARS IN PLASTIC,NRAPPINS/RID REYRAP.ALL TEARS IN �; .......;... r.•..t............................... ............j.............j......... ..j..............1.I.......i.............j.............j.............j...........•i S. REFER TO DETAILS IS/PT-I,lb/PT-I,II/PT-1 AND ID/I•f-I FOR YRAPPINS 12.OR LONSER SHALL BE REPAIRED. I 'T 'I' •.\ LJ : 1 INSTALLATION OF HOLDOHIN9. 9.TENDON PLASTIC,HKAPPING SHALL BE CONfINJOU5 OVER ENTIRE LENGTH TO BE I I �. rl •. UNBHONCED ANC PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS ��I DURING GONGRTE PLAGCMENT. 7'A II -::F1 '+ 'i j •\ N I V I I I „ PANE BOLT TENDON 9TRE951NG PRPA.RATION MIOTEs I I 11 ': 1 1 O THATEXPOSED PORTION OF .....:HJ.I.n..,.(.....i....................T....................................... ........ i.lV. I 2.CHECK INS EACH POCKET HOLE,MAKING SURE, •'.•..1•••••••••••• l �; `.-�--i j I c E C i•�.`- 1 ••...... •• ••••••••• ••••••••• ••••••••I v>'O ® o x 13'•4D•O.G. ANGHORACiE 15 CLEAR.IF A FILM OF GEMENT PASTE HAS INTRUDED,REMOVE IT NTH A j I - • 5GRAPER OR SGREYDRIVER - 5.INSERT A PAIR OF GRIPMR5 DY HAND INTO EACH ANGHHORASE. •--1. I :w+s I �_� i w i'! " © 5 EIR. 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT .,I ' � 1 Z i G N /D'o x 12'1 52'O.G. Ei - _ E ; DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW GRAYON AND A YDODENN GARPCNTER9 I.J,. 16T Z;__..__._ t 2 12'-p' I 'Q 5/D'o z 12••12'O.G. RULE ARE RECOMMENDED. . .... .................................................... ............. ... ,II•....j........ .;:1;j.........:.1 .. ...j ........ ...........j............i O OF ALL I FOIC4ATON FROM �'_- :fi I r --- 1 i:� ! _ �� ® 5,S"O z 12"•D'O.O. TENDON 9 INS PIRCY_mLee NOTES BABIG FLAN APPLIES TO 61 I i -- n ., .`� I.THE STRESSING OPERATION MUST BE U DER THE 11"IMEDIATE CONTROL OF A PERSON ., ,:+� F�--- T L 1 :1 -__--__-- -- � x ; 161 EXPERIENCED IN THIS TYPE OF WORK,HE/fAE MUST EXERCISE GLOM CEuc AND RIGID PARTIAL P.T. PLAN OPTIONAL PLANS N.N�, f:_:_ _._._.._. , ; __ - .t-- 3X, • °.�:/ ' y CONTROL OF ALL OPERATIONS. .,- ` 2.THE STRESSING OPERATION SHALL NOT C.OMMISNGE UNTIL CONCRETE TEST CYLINDERS, $(/NHL= = 1/4" • 1'r-O" ,., �1 ..... � 1 I i -I I I � I I i� © 5/91"0 CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT TIE OPT.BEDROOM 4 _ I . • ••• CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE 9TRUG7URAL I•I•••.• ••• ~ •••• •••••••••••••••• •• •••• �•� I.... 3X6 slll DRANNF{OR 2000 P.I(MIN). ___, (CATEGORY I) 5.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF Dsl,OR OTLR EMAIL Tom` f.. HYDRAULIC JACKS,EQUIPPED NTH ACCURATE READING,CALIBRATED HYDRNA.IL 1 : L J I;I /D'O z 12'•12'O.G. PRESSURED GAUGES.A CAL15MATION CHART SHALL AC40 PAW EACH JACK. 1;I i .I�.H./Sx6.IN W 4.THE POST-TENSIONING OPERATION HILL BE 50 GOM UCTED THAT AGGURATE ELONGATON I 16-0• i•t t/} OF THE I•RE9TRE991N6 STEEL CAN De RECORDED AND COMPARED NTH COMPUTATIONS ..................................,........ H....,...................... rl .;........:.°::lh•:iHs......j.............:.............i..... ••••••••............. I W p SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER I i i s :7••a•oG. W(n S.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND SUBMIT RPORT5 TO SOUVI5 ENGINEERING FOR STRUCTURAL ENGINEER'S APPROVAL ONLY IF q ADD. ;6• :_J J -- !--.; '! W STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. • ..... 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 6O%OF THE J W/(2)4 TOP I p ' /••y d ; p.f'+�:i 1 -1 Q- ULTIMATE FORGE OF THE TENDON. _ I ; A•", I'".H•.w.'... ........... ......... I :I ......... ....... I .... T-.i. ^..�✓ t'.' ... I TABLE'A• y J J : L (41D x.60•55.0 klp.). 1 1 •••••.:••••••• '.�•�.. _ d ..}.. ..�... ..I.....• a INTERIOR 7.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED 10%OF THE ULTIMATE n I I - •• FORGE OF THE TENDON. �I ! •. ATEGORY I (415 x.70•2&.9 4.). \ '' E 6.THE STRESSING OPERATIONS PROCEED AS FOLLOWS, -- POOTRNG OVERALL B EXTERIOR STEEL N .... .}L..i..... -- - - ___- -- OVERALL OR SOIL ,� � 1 •64BEDM£NT EETER ! T �I J REMOVE GROMMETS AT THE STRC-561N6 E1D9;CHECK INSIDE EACH GROMMET HOLE TO i o '•" r -- II '-O• • g•BELOW TTNIGKNESS I•J• FOOTING ANO t : MAKE• E THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE:IF NOT REMOVE PASTE ;... 10' :I+. - ...:.............p...............l. LOI'85T INTERIOR O to c FROM ANCHORAGE NTH A SGREHDRIVER :I -IN5BRT HEDGES,SIDE DY SIDE,BY HAND INTO ANGHORAGE. ADJACENT FOOTINH9/RIB W PUT A PAINT MARK ON EACH STRAND AT THE 91-AB EDGE OR AT A FIXED DISTANCE FROM I b 1 9 H'-0^ 1 GRAPE TED THE EDGE OF THE SLAB. I r- -STRESS THE STRAND AT 55 k". I '� ATEBORY IZ " IN SEAT THE HEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO _ L--- --- y-- -�---- `----f - -J i ; 1921EiRW�RILI°sRca '�'TIHE RAM. . .......... ,........ ................... ........... ........ ! - .......j........... ......... ......... ............ ONLY N.NAJ O W is -REMOVE THE RAM. G -I•IEASURE FINAL ELONGATION.RECORD ELONGATION I CATEGORY It ID" 16" ADD 2-NN4 O 9.IF INGON919TENCIES BETYEEN THE GALGLLATED ELONGATION,THE MEASURED ELONGATION I .RIID� I 5'THICK SLAB I BOTTOM X O O AND THE JACK GUAM READING OCCUR THE JACK-SUASE-FUP UNIT SHALL DE 1 h I :b,_6• P05T TENSION I ANT. REGALIBRATE.AN AGREEMENT OF WTHIN 7%UNDER TO 7%OVER SHALL BE SATISFACTORY. I - 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING 19 I I ORAHINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WEN REQUIRED AID NOTED ,1 I ,�"'�y : ; GA7E601tY III 24' 24' ADD 2M X ON PLAN NEED TO Be STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN SE 9HOYN I j .. 6,��sA .i.-1 -- .0;...j.............j.............:........... .... ....i.............j.............i...........i. 1 EOM% F THAT THE HEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE of {{y THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE 1-1 r1 4 'I� _OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOHN ON THE 1I�--�r------ � r-------- I a S i "• EOAE"`?OVED VI PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWD-HNAY PZ u ------- 0r--------- I I �R R [Rtr:li ISS ATION ,STRC991NG.1 -- L--J ; ; CATEGORY I,MENT,56E•�'�LOI�QIANWMH � � , FAG IAL SHALLSOILS REPORT FOR CONSI TEARLYIALLY STIR STRESSI G SUCH DNENREQUIRED NS NOFORCETED ON PLAN. I'2 •i..••.••.•••:..••••..•....:..........................:..... ........... ,••^•�•� ...'. � � yyy<}� GA7�'E��I i'isf�1E¢I9��70t•4Q�1Qfi�lNTdBI��eG ) ^ �WQQ SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORCE Or 0000 1 ;; `'.,' 1°�l'.,,,l Ma. •••••••••• ••••.. I ` HS"gl`�eS��Lto�atoIz;sue�builtlln0 arm I z LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOYUNS UP NTH FINAL rI STRESONS SETTLEMENT ACTION 12.ELONGATIONS 9HovIN ARE BASED ON.70 Ipu.MEASURED ELONGATION 7%UNDER TO 7% - c the Z Z- OVER Is ACCEPTABLE.IF MEASURED ALONSATION EXCEEDS TOLERANCE,CONTACT SCUMS I a p n Ie l�[J1 ENGINEERING. _ CATEGORY III PP6vLIOf_p R*%t IF(,E/9.7Halil Wl Pending Ul 15.TAKE SAFETY PRECAUTIONS A5 NECESSARY;DO NOT PERMIT WORKMAN TO STAID DYNAMI I F L/ ION BEHIND JACKS(WILE 57RE55ING TENDONS. S_ .I...........:.............:.............}....... " OR W/O G/DYNAOr1PDA`WIHipGF�fe�'*� �n m _ _ �R n STRESSING MOLES SEALING NOTES ...,� 3• I `•.....•..•• )-T �A9E a no/OR HIGH IlcablR IL.I._ ACRN C. J i I.THE REUS/.BLE PLASTIC GROMMET FORMS A THOLE 2'(INCH)DIAMETER WHICH 19 TO BE /� (2)-e4 TOP t (ZI-04 SATURATED TJVI6N•1 PROJECT NUMBER FILLED AND SEALED HATER TIGHT. f "'}�. (2)-DM BOTT. (2)-M4 .IR�B>�N-r A*E olatlon of the. SEE SOILS y t to or canPRIhHe Provlebne ot.uich 60339 I L•4'-0'PAST L•4'-0 P give 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2•TO 5/4'BACK IN HOLE.BE ✓ I (BASED DATE: -..ru+ : : rotles shall be valid. PANEI-E)^L PANEL CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND LOMMETE ---`-- THE GIJT AS OUILKLY AS POSSIBLE. L--- ----- 01/29/03 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL ORYPAGK ........•..•i ..•... ...`W: ,u.,u.,W.tr...........r.•••••••••• •r•.....DLOCKOUTS WITHIN 10 DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR THIS DATE PURPOSE.(AN ALTERNATE STIFF MIXTURE OP TWO PARTS GEhENT TO ONE PART SAND 1sPIDTACCEPTABLE). DRAVINi BY: REVISION BY:IM (e5 R.4)STEEL SHALL GONFORM TO ASTMA-615SRADE 60 N3.SIOMKI ! � L.D.STRANDS SHALL CONFORM TO ASTM A-416TJ 16X'I al TJ 1 SHEET NO- -FRpAuPPERTIE5 OF 7-NR STRAND 1/2'DIAMETER GARAGE PORTAL /RAGE PORTAL -AREAM56UAR�NGHES 1.155 F(LLTIMATFJ-POUNDS 415000 POST TENSION FOUNDATION PL ` #� °> S'1X.1C -C.-P•1 211=000( -1- MAJ(IMRR7 PORce(D I W)TO 55,0e f OVERCAME FRICTION PLAN I XA CATEGORY I ALE, 1/4" • ,,-o" -MAXIMUM ANCHOR FORGE(7 N Pu)2D,900e -UNIT ELONGATION PER FOOT O.OM"(PA POUNDS)(12 INCHES)AREA E 5YM50L5 LEGEND FOOTING DROP IN SLAG(VERIFY PRIOR TO GON ml-TIOW ------- RESAR 59 ® PAD NUMBER GOUVIS Iza1' I ® SFEeTI.1NBER ENGINEERING X DETAIL DETAIL NUMBER CONSULTING PP�D SCHEDULE Am,P _ Moo CAMPLIS DRIVE __ ----- r-------------1 -- —1 r _—.=—.-:-:-_ ;/--1 h�i, T -------, 1'•----------1 ---------- --'1 r-- —1 r------ %`=='�..�.�: \-7` --, r----------'-t 2-0 9O.xle TiHGIC PAD W(7)"4 Ex 80TT CA Y28B0 .x 1 NEMK)FrT 6CFt: (949)752-16 2 PALMt3PfRil (NO) Iv 1 1 I I I I I - PAX row)762 6921 -I-1—� s'-0'so.x ID'THluc PAD W(4).s Ex eoTT. S'-b'SO.X ID•T OK PAD W(4)•S EYL 80TT. WED d BEKAµ PE H a I I I I I I I � ��Q I I I 1 1 I` I''� III'�'>T.I i C� ��QQ� I I I I I I 1 ray.I r1y f� I I-I a'o•sO.x 16•nNcic PAD W�s)•s Ex eoTT. RESTFtlC1NE NOTICE IHEIIEeLr. II M.I I 1 1 1 1 I `( 11 I I I I I I ----- I I -"- 1 1 I I I I i I I --` 1 1 - I I I 9KNIrAE"AM THE 0KXUIlM I I ( I 1 1 I I I I I I __ a'6 W.x ID THICK PAD W(s)"s EA Barr. COM�OF OF OL-WE, '•I I I r-- III I I I _ I I I I I I I I t 1 1 I I I Y.oaLMrMN t•Iovate 4 ?'-I'' GL�. 1j I I j; ..\ 11 1 I 1 I I ;;=-1- I jl 11 (~ I I I s o SG.x 16 T1/1GIC PAD W(s)•S EA Borr. O a rim ar TAM F OPENWAVII Rt/ S'-0'SGL X Ib•THICK PAD W(6)•s Ex BOTT. O��To Au R7Cf9A1 I \ I I I I I I cra FF 0U=T M CM A!oR IB1100 W &TFIIIANT ! i tiN•gN�E•LLT RIW 71f13I wmtaRwmEN00HU rtOF' POST TENSION NOTESGROW tEmap SEEPARAMETERS. coPrROR GO"eo®w �SEro5 T OwETTEN51ON vEON FOR scl� an"MPFEMOM CONSTRUCTION NOTES TENDON AND ANCHORAC&INSTALLATION i V ! ti *_ I '.,• I I I 1 I I I r7 �! I. IIi I I I I I -- I ---------- No coNCRETE a.icEr�Nr Norr5 sTREssINs r L-r erg +•t --1J L----_J L______-}---J (----- L----- ---------- --- t\ �J L-----� L----Y- --J 5=- L----- sTRePRZsslNsoNOLENsseAur+6DON� srRE INSPRoceDu�NDTes REVISIONS ----------- .- :,R) r- I I \ r------------' �.-- 2. VERIFY ATH ARCHITECTURAL(AND STRUCTURAL IF 13Y OTHERS) NO. DATE i]ESG cl cv. / I! i 1 I I I I I DE516N DRAYLN65 FOR ALL PI ENSION5 5HOM ON I mn6/as TW799 REV 1 ! \ I I I I I ;!0 11 I I 1 l 1 I I ----- POST-TENSIONED FOUNDATION PLANS AND REFER TO 1 I;IJ I I sLt+jNv I I I �41 G jla ARCHITECTURAL(AND STRucTURAL IF By oTrERs)DRAYUN65 FOR L 11 L :j I t I I DIMENSION NOT sYIOrN ON Posr retalartt o TYP i ALL FOUNDATION N5. t � I FauDATION PLANS. TEr WTH TURAL TRr IL J 1 I 1 I------------ j: I I t w 1! - --- _.` 1 I ! 1 Gi r„�',b•', I RAMS ANCAOR BOUT GLOOM CGAI�Laur1 RiYO1�ION AND Cis 5 4. REFER To TABLE BELOW FOR ANC+IOR BOLT SIZES AND 5PAOIN6. L SHEAR WALL LOCATIONS. �___J --. I I �; r___----___ 1 L ________71___ , I j\_ 1 1 ! I I L - 5. REFER To DETAILS 13/PT-I,16/PT-I,ITA-T-I AND lb/PT-1 FOR INSTALLATION OF HOLPOP44S k.l ! cI I I I ,1 I I I 11 I I I I I I ✓ I I I �'_y ;T l i/ i i 11 --! I - 1 I ! i !I 1 i =-_ C,l I J L 14 P r GOA .. .I -- ---- L----I 1—ll--tl '� _ --- ------ ---------- SSPPACINS _--____— --__—___ ----__----_— --____-- __—__ _—____ it—--- --------- , r— r-- ------------- r- r•----------- 1 r- 1 r-----------1 sro•o x 12••ae•ot. Ir'-. 6m ! 1 t I I I I I I I140. J I I I I r �, © 5)WO z 12•o 12•o,D. TI ^ Q"r 1 I I 1 ✓ `�'v 1�I %%:aQ �'� 'K;I `�►'� q'-I" c 5. ® sro o z l2 o e oG. �. I:: GL6 u I I � i 0z12 •16 O.C. ® w sx nI ti conkwc w ro"o x 12 a 16•o.G. I I I I pl t l I I Y sx6•m I I I N. I I I /b•o z 12'a 12'oc. a'_I° G' I I I I I �O I jlL ! 9 ° I .la•.w sxe N11WI L 1 1 I I I I I I I I I z12a oc.------- J H 9 L------------ L- ------- -J ✓:;4 I I .Iwsex6•m WL---------- - -- - - - w, l II I -- - - 4Y TABLE A — I I I I I I _ --.I I I I 5•TFIIGK SLAB I I I , 1 1 19 I 1 1 POST ITEN510F1 1 I I I I 1 19 1 11 P05T TENSION I I t j SOIL EXTERIOR INTERIOR ADDITIONAL GATEEORY•• EOO�MENT OVERALL EXTERIOR MILD L IN —_ I I a, GL5 _ I 11 I I I r_L j I I I I I I g BELow T1+IucNEss v FoonNe AND I — ---------� -- ------� L-----J L-- -------- --J L----------J r--, ------- L-----J I--- — ----- --J L-- -------J LOWEST INTERIOR I I I I B I' -._ -------- ,0� a ADJAGENr FoorING/RIB Z � w PI -------- ------ ---- -------- -- --- P2 ---------- r-----1 r-- --1 r-- 1 COMPACTED -- i r ------ ---- -------- -------- --- — _O o_ GRADE In 19 I 1 „I" 1 "` "�`"a.a.,. GATESORY 1 12' 12"•INTERIOR " W m pt p� 19 1 .. M I SHEAR .N.Oj Q 0 W I i ONLY N.N.0) Q �p e 1 1 I I I O I I I I I GATEfsORY II ID' 1e• ADD 2-"4 Z �,�,OC I I I I I I I I I I I I COW. �0 o- I I I I I I I I I O nDD I I ,� I I I I ADD. I I �D 1 1 CATEGORY nl 24• 24• ADD 2-14 IL V 1 I I (2)-•4 TOP I I (2)-•4 TOP I j I I t (2)-oa TOP I I (2)-N4 TOP I j APPROVE BOTTDM x 1 1 I L•4'-0'PAST I I L•4'-0"PAST I I I I P• L'E T I I PANEL Ew"sT ! i FOR PERMIT I — J 1 I IL PANEL E.K 1 I PANEL EYl 1 1 I I I 11 1 OCIATES,INC, — W L-----J L— _----J L— ----_ --_ J M • SETTLEMENT,SEEL�'Saf1lPO(6'6sFQ IB/I6p1)EFAGTION m •• Y L_ J L---- ---------J L— --- _ --_ J _._._. _ � - ---_ J _. 1 • >lnce to the _•—t—• •—•—'—:= —.—•—•— _., Y Bra ntetl to issue ante. Authorizatlon Is — _. ._._. Lu - CATEGORY II •i �)tVI P Ib l: a ' IG1rP11EZl�1fAKyTION — U Q 4 4 SETTLEMENT,SEE bQILQRT FOR LOT GA Y) ~ z W Z 2 '3 appro al of °r Bran ting of a omit basetl 4 1�U�111(Vy�� TJ IbX7 9 TJ 16X1 TJ 16X'I 9 TJ IbX1 GD AM�LIIQUE�06RiOD SE )l9R M9elroboF.d 6ARASE PORTAL GARAGE PORTAL GARAGE PORTAL 6ARASE PORTAL I I he provlalona of Gulch PROJECT NUA6EFt OR W/O DYNAMI 76lY�PAbi�(?/tt SATURATED ALL�E8�'ANAIVT'S, SEE SOILS REPORT FOR LOT CATEGORY) 6055cl ALL INFORMATION FROM ALL INFORMATION FROM ISSUED DATE PARTIAL P T FOUNDA71ON PLAN ALTOBASW�""''EVAInPPLIES T° LTeBASI PLAN TO PLOTDAOs ALTERNATE ELEVATION N.N.oJ PARTIAL?�L F.T.P T FOUNDATION ON PLr4N ALTERNATE�.EVATION Nxo� PLAN I XG (CATEGORY 11 4 111) �� ` va• - t-o• PLAN I XB (OATEC ORY 11 4 111) �"L° ` '/¢• - t'-o• os°i�i o3 L.D ON'. REvam SY: L.D. SHEET NO: S-1XAD I SYMBOLS LEGEND FOOTING DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION —•—•—•—REBAR ff ® PAD N FBER GOUVIS T . I • ® IASER ENGINEERING Ix4 �� x L SHEET H DETA°�^""'"�" CONSULTING GROUP PAD SCHEDULE „W CMJlPU8 DRIVE ' ---------- — ------ �G-= T• —Y —————————————————— r------------------ —, r------ 7`--�� -- --------------------, Z•-O•SO.x la•THICK PAD W('t)�4 Eli BDl-f. CA 920M BEACH z a sel.x Ie THIrK PAD W(s)+4 Ex Burr. NEWPORT BCHL (wea)752-1 •I--------- FAX aPRrxie: rew�a I i —/ j V-0•SO.x 16•THICK PAD W(4)-33 EA BOTT. I I I I I! r T 1 1 i\ ! 1 I u V 1aa S"f'2- 3•-6.30.x la•THICK PAD W(4)05 Eli BOTT. BREED d BEKAIA PE :I i.IY N�� I III I LI �:'N I r. :fi. Ida �% p` I I a r:_I , J✓ G � NOTICE w l. /"a I 4'-0'sa.%la'THICK PAD W d)•S EA Bon. I�olwaeHaa ANHo FIIOF.RAY' EMCLURVE of aOImIV.�W N 1 I i I I 4'-b'SG.X la'THICK PAD W A)n Eli BOTT. 5'-0'90.X ID'THICK PAD W A)s E W.BOTT. ei IIISAATNIII GPIMV.AND ALL N•IMIN a I a�THEIR DPAWINGIS Treart AND NO W.ro ALL IECeB1ii s'-b•SO.x 16'THICK PAD W(a)+5 EA BOTT. Ii10111%NOR CAN ANY ; E0MTnIENTHTHM l ... = i l e__ I __ _ i POST TENSION NOTES """Barop « TMa 1 RI I I I 1 I I I I SEE SHEET PT-1 FOR STRUCTURAL DESIGN NOTES AND TECd LAICAL 1tq a q PB S - { 5_._ ..'.'1_ 1 PARAMETERS.SEE POST TENSION DESIGN PLANE FOR SPECIAL NL wferrs IEl6N® I.._T A �, I -�. r - CONSTRUCTION NOTES.TENDON AND ANCHORAGE INSTALLATION ,•A'�U- I 'i x� : li! I I 1 1 NOTES,CONCRETE M_ACEMENT NOTES.TENDON s J3 t 1 \'••..\ L J ---- _I 1 1 I / j �- II \ L J __ -r I I PREPARATIONREI�ATNNNOTES,_ �T IEND N��SSING PROCEDURE WrES, REVISIONS �g 1 _i_ J.._.- •.` ✓i r-I 1 I It 1 ' !1- II f�. `� ("'�; ! 5 I I I 2. VERIFY YLTH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE OEM T i I I n I \ �I�, _._� I I DE516N DRAWINGS FOR ALL DIMENSIONS SHOMQH ON I POST-TENSIONED FOUNDATION PLANS AND REFER TO I I r= LW}ND I a'-I Gib 41 1 I I; I Q -'1 Z=..- I ARCHITECTURAL(Arm STRUGTUFtK IF BY O7FERS)DRA191NG5 FOR ! i I I �•'—\ I I I1<! _ I I 1 j -- 1 1 1 ALL REMAINING DIMENWON NOT SHOYN ON POST-TENSIONED iL ti L✓ t� /I �= / ; �_r .._i Z Cam.. .� F I I 5':'.D v I ouNDAnaNPLANS. �jL r J. L ``'' I 1 1- I I(1 ! i- _I ---� I TYP S. vERIFY w7N ARGHITEanmkL(AND sTRUGTInAL IF BY OTWFtW t -- -. .._.:.._._...:_, 7Yr DRArIN5 FOR ANCHOR BOLT•HOLDOMN CALLOUT INFORMATION AND SHEAR WALL LOCATIONS. I r --I I----tr ---- \— J \'< �. 1.. ��.. ____ 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. :I .I I S. REFER A DETAILS LPOYIN1.96NT-I,[I/PT-1 AND IDNT-I POR INSTALLATION of i I I ! ._.__..-- ANCHOR BOLT : II-.----.---� ' ! I ! it coAr ; I ► --------. I ,1� �,.,:.•_�� ___ I 1 � I SPACING t c j 1 1 I I I I A S/a•o x IZ•a 46•OZ. SM•e x 12'a 32.OL. EW T' I I I r—i I I L�.. o ® sMex12 ae ocd� dLar' 1-9 ���' ,m+I .:_- ;1 i "r�1�L.Ci I ! I I ,fir-�sU I G �. i" GL:� r '- I I :(°"•1� I •e x Is•Ie•o.c. r- I " ! � ® ewofr3.xrs'Ial H coMat w ' 41 11 i I j 1 'I 1 �p 16OG l i I !r I 1 I I I I_.- i tNT('°*,� SIGN rJ 3x6 sill t' ' I —J I — — — --- ------J -- I i J� r J L— — — --- ------J ( I Mexlz .Is D.C. pV H/3xealJ� I a Of. II( rY I M X;1Z'a to 1 I y I I — 4 i N/3X5Nlf L------------ - ------- .. _ J .y/o i L---------- - ---- -- -------- — J I a �a E -- -- I �d_ I � 3'THICK SLAB I I I s'THICK BLAB TAME'A' -jAa I I 1 PORT TENSION I I I Iq p p i P03T TENSION SOIL EXTERIOR INTERIOR ADDITIONAL z I I I, .M''Y I 1 I I �U✓" 1 1 CATEGORY-. IFOOTINO EMBEDMENT OVERALL 9 IN EXTERIOR r--, BELOW THICKNL°BS•J• FOOTING AND ` --_________f Z__ I I -__ _-. LOVEST INTERIOR r N I r--------- --------' PI S �._.. I 1 ADJACENT FOOTIN6ARIs Z Ua P� f�— ___----- I I GOMPAGTED L--J I I GRADE O O �m .� ONLY(UXO) �\�^{"" I P2 Ah, I I CATEGORY 1 1$' IZ••INTERIOR �/ W j P`�4s•.: `„i i SHEAR WALLS z cn 01 I CATESORY N 191• 16• ADD 2-+4 d I I r BOTTOM xCow. 00 �ADD- ADD. (�a rOP l HDN4 TOP �a' BAOTTOM x(2)-»4 TOP (ZJ-4 TOP L•4'-0'PAST L•4-0APPgp �ONT. _L-4'-O•PAST L•4-O PAST IL____________ ___J ________ _ ________J I OTT FAZEKAS&ASSOCIATES,INC. n ~ PANEL EY•L ____— PANEL EYI. .J'. 1 PANEL Eli PANEL E.W. •e — ---- CATEGORY 1:G LO DYNAMIC/ (��EPAGTION W ----- —.—.—. .—.—.—.— —•—•—•— (�YL —•—•—• :-:—•—•— —•—•—•— 'J SETTLEMENT,SEE s�'FNORY • I cones or Stlherence to the �Il herehy g�r l entl ortlinanc ypyp� — add GATE60RY II,•MBDp/b4 O� ya;���'�MHO �._T_.7Nd7pN z W(�Y 4 SETTLEMENT•SEE 50rhLsS REPOROR'LSEN fP't ending ~ Y TJ 16X1 9 TJ IH6XT 7J 16X7 9 TJ 16X'7 CATEC.MY III • OR won IAN WPermlt ba ce or t� n GARAGE PORTAL GARAGE PORTAL 6ARA&E PORTAL a GARAGE PORTAL DYNAMIC/LIQVEFA k�9LORCESORY) i � oryF ^aWsFDBiiBt OR W/O DYNAMIC/ or cancel the-P s e''i Polc�ble PRO.ECT NUMBER SATURATED ALLUvW14, SEE SOILS REPORT FO Pr°visions of Such 6033E ALL INFORMATION FROM AU 5AA511G PLAN AnPPPLLIp TO 0I/2di/03 PARTIAL POST TENSION FOUNDATION PLAN BMW DAM ATMRMTE AMI DJ PARTIAL POST TENSION FOUNDATION PLAN ALTERNATE ELEVATION NN.0.) PLAN IXG (GATECSORY 1) WALM : Ira• = r-ox scAl_e : va• r-o^ PLOT WN o3 PLAN IXB (GATEC�ORY I) DRAVn+Br. REvlaola BY: L.D. SHEET NO- S-1X.1E i - '--'-'---- '-- '--------------- ----------- ----- j bxb -6Xlo vptoP `_-___.__---- G>rs SYMBOLS LEGEND SHEAR :WALL SCHEDULE � ;I `''�` ��1 ��1 i `` ® POST OR TRIMMERAS NOTED 194?UNIFORM BUILDING GORE/2001 CALIFORNIA BUILDING GODS I I I Y Z! �--0-♦ SPAN AND DIRECTION OF ROOF WHWK PER SCHEDULE PRAMN6 LJ[_:-i Y•, I 7 SPAN AMC?DIRECTION OF FLOOR t-BEER PER SGCWLE SHEAR SNEATNIN6 EDGE FIELD 51EAIR SILL 2 CLIPS ANOIDR 3 e ` V , P NALPIG Ni CAPACITY NAILING A•.Ar,L-AO COLT GOFP/ONl( tPLFI OR LTP4r SPACING I i h b A h F-1 x)-� SPAN AND DIRECTION OF DECK Wt WR PER SCHEDULE 9/D"APA b dr O tlr SWO x 12' X FOR PANEL TYPE,PANEL LEMSHT NOTED ��T ® raW a 6'04 a 13'04. 160 a b'04. a O'G' a 48104. SHEAR PANEL NIMHER.REFER TO SHEET 9D� GOU Y 1S ® Oftrated i 4y04 i IY 04. '�O 4.OL. a H2'04. SrOL• �r� D \ II O O ILII �sc� \ ON FRAMING a POUNVATIOM PLANS, ENGINEERING "'APA a dr O dr 440 simi•Ho•04. /a'e x 12• I:, a Pi NUMM CONSULTING rated 05 04.a 12.04. .S'o4. .12.04. d,. , i GROUP a i W�v` 4 / it 'f 19n52'APA '1 C- T r; J , ` J NINENENR,RL'R9R TO earns dr IO dr •a'04. Y x @' ' ' CJ - L �600 S'o4. •a' , ..:. NEERINIG CALGULAnONS/a i k � Moo WPORT EACH 16x 17 ►� i ` IQY Nara Nurses NHwA 02 BEACN A �" 1 10 d'. iodr a 6.OL Cx:n'h - ------------------------ --.__ _.------------- `------ __ __._ CA Y2000 •2 O4.a 12'04. 6T0 •2'~ (U)i t rJ ---- -- ------------------------ ------------------- ----_ --- '- ---------------_---'- ----------L._-------------------------------------------'---- SEARING Y/ALL rated •te PARTIAL FRAM I N6 PLAN PARTI A OOR FRAM I NG P AN ''• - ' AXNEW PALMSPi M `94°"52-'� 91 APA a d• a dr A*x 12 . rated a 9.04.a 12'04. 460 Mo refer trtvr�K 16.04. ® CALIFORNIAGALIFORNIA FRAMING a•ta1 Wtau 5xe.n1 SCALE � I/4` = I'-0' \\ FAX T62 DECK OPT. ,A PLAN Iy< W/ DECK OPT. ` I/4` ' i'-0" °°K11 APA 0. 10 dr 1200 aa=r.r �barrto ' °Ox-G' 5 15 4A 12 5 KEY NOTES 8MMEEE d BEKAM P.E.PE •IOe•'at" e 5 OL.U 04. d•taSl detdll 9X6•III IA 11 I`'1 11 IA a I 6-6' ! O CONTINUE SEAR PANEL.THRarGH WALL RESTRIC FVE NOTICE I9192'APA 10 tlr 10 er sere.Nt•cr /OY x 12' 6 x D% I s O 9TRAP(5)OR HOLDOYN ABOVE N6RiLYQ10M A1E THE o1LaHlaaR •Inicba'al 1 • .12 04 n'R'O WA trarrN•r 4XG Z 4X6 4X10 4Xb O3 PLYWOOD AROUND OPENING THEW OE•I.14 � AND • rated detail Sx6•Ill 4x& eX4 FIIOFCRT t]F 000V1•BgmE■ aTL - O 4 51Ne'9oN TS22 FLUSH BEAN TO DROP BEAM 1•.A R (-)PROVIDE 3'NOMINAL OR WIDER FRAMING AT ADJOINING PANEL t I' ALIGN W TN 9Tuo(s)OR POST ABODE a Nx.aoetrvNL m ALL ttHLTBT• L d i! X L PROVIDE SOLID BLOCKINNG BETHEEN FLOOR AND No Prat OF TEE DRAMM EDGES WI7}I NAILS STAGGERED. x x l' / / �• X CAN E COHSE TRQWa 9®,OR LINE OF BLOCKING Yt/EDGE NNE. FNP 4000M NOR CAN ANY USE A55 a 6"04.ON 91MP90N STRONG WALL t HARDY PANEL N11AJ v 2 ~ I ORWRaEs are R&T ROr TatTR:USG i __- i Xq SEE PLAN FOR NIINEER Or DAYS BtMUM ODOWOFe PLF•165 j T HL •�1 I 2X4 STUD UNDER E TRIJ55 O PROVIDE SOLID BLOCKING �P �.' I IS LOVE _ I g�_ 'L1E, .,.,.y/� �D LOCATE TRUSS W/E.N Y a,i j ' ' L-r'L..F I'�,W L:r' gOIrONR TM QF BNarMINO :'1. 1 f H I O PROVIDE Sx BILL PLATE �LRll�ea H1[11811 OFrr �FSEOT TRUSS .N. 1 .".l..C, it '-O• 10 CONTINUOUS LINE OF BLOCKING 1END NAIL � _ 212'-0" TF. , Y1li O UNDEiR SHEAR WALL ABOVE W/(I)G516 REVISIONS ' II Ti HANGER BY TRJ55 SUPPLIER L_ �� 12 CONTINUOUS TPISERSTRANO OR SPLICE PER PLAN. NO. �07/1 6/0:1 TRUSS REV' FRAMING SCHEDULE I 0 DEVONED ROOF TRUSSES a 24"OZ. 4 } O II 1/6•DEEP I-JOISTS a I9.2"OZ. 'F"- o"Ub•DEEP I-JOISTS a 16.O.G. I 16'-0" II T/6'DffP I-JOISTS a 12'04. FLF.100 _- i HI. a 2 x b DECK JOISTS a 16" l '•!( RIPPED V4'PER FOOT TO DRAN IS L.OW. O 2 X 10 JOISTBAZAFTERS IS I6'OL. ATLA I , •�it, 2 X a ROOF JOISTWRAFTERS a 16"OZ. 4A E( r o Na : I -V_I^ r,L.o. TYP. O 2 x 6 FLOOR JOISTS/RAFTERS a 24'OL. SIA ._ .._. _.. F 9M MIND NOTES 161 �t r� r' __.. b �r 1. REFER TO STPo1GTURAL 6ENEIRAL NOTES AND DETAILS SHEEN+I ; .... _..�! = 4X6 I 2. REFER TO SHEET 902F(51 4 Si FOR OR INFORMATION T ORSHEARYLV.L SGNEDIA.E. A aT� 5A G 11 _2 STUD No- F.H.e16'04 II. 5. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLU•1BING WALLS. Y� UNLESS APPROVED DY 0Onn9 ENGINEERING IN PIKITING. U R p """'•. ..ypp M '� OTHER FRAMING MEMBERS,(i W T k' 19 r , 4. USE 91MPSOH'US"HANSER5 FOR CONAEGTION OF•I•JOISTS TO Z 1 bxb 6x6 bxb 4X6 --AXb 5. OPERIN L II/9D-5 FOR SHEAR WALLS EXTENDING TO ANY _0 CEILING,BM BM P '+'^•� :1 - II:_... STUD UNDER 6. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WTH THE PROVISIONS X r au = 1 ! .y� L'- j x OF APA PM-400(PERFORMANCE RATED I-JOIST STANDARD)OR II I r! _ ' �L v.C OFFSET SHEAR r--2tK ASTM DSOS5.DUALIFIED MI-400 MAK FAGTURE9.'I'JOIST CAN Me Q- I I T Ib ANY OP THE FOLLOWING UNLESS NOTED OTHERii UO t 1! PLA D 2 j l U PLF.I IO j I _F-_.._. J J ROUND O li HIM.CZOE t! qA PLF 165 j[-I .'�" I 1 OFF9E AR 6.T•I W/E.N. q '-0• REOUI i-OR BETTER PERPORMFLOOR SYSTEM HAS BEEN DESIGNED TANGE HIGHER SERIES JOISTS 2X4 9. - I PLF•160 ARE WiEN SPAN EXCEEDS IS'-0' .j ALL`LVL'MANLFAGTURED BEANF GAN BE ONE OF THE FOLLOWNG(UX.0) p�p ' I ° TRUSS JOIST Y- �" I 2 X MAG MLLAN � ROOF FRAM 1 NG PLAN II 6 I ! a'-0 MCROLAM PARALLAM Z O ! 1iH. 5 _ ''�, •✓ i 1 f7Cir4LC I/4" = I'-0" 4 4 Y\, SHEAR TW/r.{YVE.N. PV.2"e"2'10 � Co O lu l i 1 PLAN IXA 4x6 PLF•Ibo C•LRxIO E.2, 10 '__.-- -- -_ ___._, � }: I9/4' WA � Q i ! %� 2 '� WA 2 Will," O IL 1` (. RC I-,, ? - F-A 9 1/2• J -O• PgOV4X8 4 DRAG YV E.N.F•I 51/4• SCO FOR PERMIi1S Sj MI DROP BA DROPBM' --_.-""- _._. T' TT Fg2EKASBASSOCATES,INC. IL = II ._. -... ...I `- ! II are Plana h ve DAi • y 2X TRB6t 9TRM0 h co ea ag6tve Or dh - 41C y II r._..__i `' .. •' 1,� R ProvelD slue uthorl • .. Q 9 G.Te4 at► I 2 YaH+PPlicebkCiryabullding permit talon la Z W wZ- T1 The qA aPProyauance or grantin 9encNa Pending O< t lJ Z 1 I t �(. ✓. a ; ! ( Permit O/these plans 9 of a Per olonatru `l ��7�pp�R4y c.c.. olr aPProve an shall not be rased oN U411D OFFSET SHEAR&T'•1 we ��'�- 0 dinar n ! or or Y violatlo viol autM1orlt ce. Na °T'no o __ ®`°-^.-•,•�, y-•°�•�^''- �^� F PLF.I G I 1 - J\ I F I� coast ahallto valid'B or-""'thee PreaumedPPollcable PROJECT NUMBER 2 =.R.�_- _;,•- 1 PLProvlalona of Such 60339 j S ISSUED DATE 4X12 T.5 I/21XII T/a"6L OI/2di 05 2 I-� 0 c; I s _ .. - - _ - _ ..-ABv _ PLOT DATE i Xa 04/25/05 TJ 16XX7 9 TJ I6x1 l I 1 G AGE AR PORTAL 6ARASE PORTAL DRAWN BY RE: VISION B1". -----------....._...-----------_..._----------------------------------------...- G.H.N. ' 9A 2 C SHEET NO. PARTIAL PARTIAL FLOOR FRAMING PLAN ALL IN TON FR (-.:�_;�;. ;:_� ,• FRAMING PLAN CNAGIG PLAN APPLIES T FRAMING PLAN BASIC FLAN APPLIES T - S-i X 2 OPTItNAL PLANS NN.OJ OPTIONAL PLANS ICAO= SG' : 1/4" = I'-0" ■ OPT. BDRM. 5 BA. 5 SCALE ' 1/4" 0" OPT. BEDROOM 4 61 - 1/4" = I'-0` PLAN I XA ! SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED �---�� SPAN AND DIRECTION OF ROOF MEMBER PER SaBIPU_E SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OF DECK MEMBER PER SGIDU.E T SHEAR PANEL NUMBER,REFER TO SHEET SDI G O U Y�7 1S 0 C%FRAING F UNDATI`M"�N". ENGINEERING ®x DETAIL Nut-EEx CONSULTING MAJL 51 T KAM ER GROUP -.._.._....._...---.----..._..__.............M4x6 - -----.-------------------------- 1 O O ENGINEERING CALCULATIONSSBEAM NBAEER,REFER TO GON/1x KEY NOTE NUMBER r�EWPORT BEACH�_ CA BEARING WALL NEWPORT EIM (NO 752.IM CALIFORMA PRAMING FAX' (NO 7524= PALM SPRIINM OEW 92 OXI V!5 'E„ KEY NOTESSN®L BEKAM�PE r 4n --�_ 1= '> ) �,✓ I CONTINUE SHEAR PANEL THROUGH WALL A i M. BAj! I I ` ;J:�i�,..%�.- �.� 0RESTfarCTIVE NOTICE STRAF(S)OR HOLOOYN ABOVE THEE 0f3MB OINIBBIB4 MO PLYHOOD AROUND OPEWNG ! O I ✓Mi1fO/RY O F 0 N01E!!.T BE I�®E NE SIMPSON TS22 RION BEAM TO DROP BEAM ODPIRRM a AM ALL 1. _ r NCaft 70 ALL R 0 ! _, MALIGNPROVI I H LID STTL 5)OR ING BETWEEN FLOOR AND NO P*Rr OF TIEBE OPAWIN{ I!` 1 i'\..• CAN O°M TIMNaN9ER OR ll 6 LINE OF BLOCKING✓Y EDGE NAIL. NM CAN AW SEE PLAN FOR I8IN1515R OF DAYS VNn*f YOMM COMMIT TOF RO OONBILTM PROVIDE SOLID BLOCKING ODL%IB BI 1 ti1aP , LOCATE I I I �_-_,•_ I O PROVIDE 3w><SILL PLP.TE °�L� i '�v _ fit'•_I. ALL Hans REeBN® i— GJ _ j CONTINUOUS SH 15 LINE OF BLOCKING W/ETD N.VL N,i; 1 p� ----- HANGER BY TRUSS SUPPLIER�a REVISIONS i 'I 1\1 C7 aTRUSS wM.L ry j i-_;'I •.��1 i ,,._.__.____� 12 C.ONTINaUDIIr TIMBERSTRAND OR SPLICE PER PLANT. NO. DATE DE8Q I OI116105 TPoJSS Rev' I FRAMING SCHEDULE j I I i I�'I II I I i , � �lN:,1,.��4/4✓M (;I•;_.1 i r 1:-__� I Oi DESIGNED ROOF TRUSSES 6 24.OZ. I I ! ��;`l.?i �•li -- O u T/a•DEEP I-JOISTS•Ms or.. %Iy�� O II'Ua'DEEP I-JOISTS•Ib'O.G. i ! i \?". i/x ; O 111/61 DEEP I-JOISTS a Ir OZ. I I I 1 1 I ! ! f i I �.__ ---_-i --------- ;1 i i I ! E I-,•1 i I i - l )1 I--y i Os 11 va•DE LP TJI 25o E 16'o.G. "Jl _ i I i 1 t O 2 X 10 DECK JOISTS•16'O.G. ._� - I RIPPED I/4'PER FOOT TO DRAIN 2 X 10 JOISTS/RAFTERS•16'OL. ' I I 2 X D ROOF JOISTS/RAFTERS E 16'OL. E 1 I i I N�Ja,• O 2 X b FLOOR J015TS/RAFTER5 6 24.04. 6>� x6 6.6 — !Ir ��C !=! - —,:� � `- c FRAMING NOTES ��CIP w. i 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS (SWI a SN-2)FOR MORE INFORMATION I 1 I i 2. REFER TO SHEET SD2 FOR SHEAR WALL 5CA DIIL.E. 1 ..�-J I .I ; �=I�. !__ _ 5. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLUMENNG WALLS. ff UNLE55 APPROVED BY BOVVIS ENGINEERING IN WRITING. Q Q 4. USE 91MPSON'NUS'HANGERS FOR CONNECTION OF'1'JOISTS TO V Z OTHER FRAMING MEMBERS NN.OJ. Z W ALL INFORMATION FROM I I 5. USE DEETTAIIL IIAW0 S FOR SHEAR WALLS EXTENDING TO ANYOPE N PARTIAL ROOF FR,4MING PLANS. B'�`PLANAPVATIONO o I °- �Y 6. ALL WOOD 1-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVI51ON5 I ALTERNATE ELEVATION NNA) I _i I OF M 0 055.G0(PERFORMANCE RATED iCTURE STANDARD)OR Q ASTM D5055.DUAL F ED PR 40O MANUFACTURES.' J019T CAN BE ,,nn PLAN I XB �E r I/4' = I'-0' --- ---- -- I o ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. y J LLLL I ! I of FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE `r REQUIREMENTS,FOR BETTER PERFORMANCE HI61EI!SERIES JOISTS L ARE RECOMMENDED WHEN SPAN EXCEEDS 15'-0'. I 4� H`✓ I ALL•LVL•MANUFACTURED BEAM-CAN BE ONE OF THE FOLLOWING(UMO)TRUSS N IL MAC w °vi N lu Fb.2600 Fb.2900 O Id_ Fv 2a5+Fv.2110 O W lu E. A.10 E.2.0x10 OIU i 3 CCC 1 5/4' WA �Q ' WA 2 IIAW A* O 0 0. i i; wA B la• O IJ � APP FOR PERArtTO.VED COTT FAZEKAS$q - , _.-J I .-__---- ❑ DNBER STRAtD T+ahTPe P rovelgra a"",by n th e baene d o Yr°tl°lbnualnlcdclDein6A,pr NE L1 zr1)0a6tl oton la _4d _ LYbYal to Iaau+C+PFt en permit Pendlnp < ~4- Y P%"'Oroepp',.','Plan8ln1h.11 notpelmlt based on � codes or ordlnanc 8°Y violation pl a e natrued to authority tve o violate a No Permlt the+PPllceblo PROJECT NUMBER codes ahe0 or c Presumed 60339 b+valid. ancel the provision NO Bch each ISSUED DATE 01/29/05 PLOT DATE 04/25/05 DRAWN BY: REVISION BY: ALL INFORMATION PROM Q.H.N. PART 1 AL FLOOR FRAM I NC PLAN BABIc PLAN APV T TO ALTERNATL ELEVATION NNAJ SHEET NO: PLAN I XB SCALE : 1/4' - 1'-0' S-1X.3 SYMBOLS LEGEND 0 POST OR TRIMMER AS NOTED \ V I SPAN AND DIRECTION OF ROOF FENCER PER SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE SHEAR PANEL NUMBER,REFER TO SHEET S03 GOUVIS FOR PAWL TYPE,PAWL LENSHT NOTED ENGINEERING ON FRAMING s FOUNDATIOM PLANS. DETAIL"41M CONSULTING MAU DETAIL 9HIISISTA�BCR tgT N O BEAM NUMBER REFER TO COUVIS C3 C3 EEO TIO15 KEY NUMBER NEWPORT BEACH CA CA 02660 BEARING WALL NEYYPORf BGi• 00 762-162 • i Ij `\ II/ \ ® GALIFOtN RA FAMING PPAALt L SPRIIM (EO 3M-6= KEY NOTES aAEE°J BEKAK PE I.aR I 1 I 0ORTINUIS SHEAR PAWL THROISH I SLR'U. G i I � O WALLI✓ If RESTRICTIVE NOTICE STRAFs OR NOLDOW ABOVE PLYWOOD AROUND OPENNG TIRE rnol011AM THE !APERryIdN ow THE IBRUrVO RlOwrr Or 01 MND ALL SIIPEON T922 FLUSH BEAM TO DROP BEAM s�iOIVAM M1 gW 0 S ALIGN WNTH9TU0(S)OR POST ABOVE• aaPOMPaMTOALL►Mf AND NO OF THEN latWg= PROVIDE SOLID BLOCKING BETWEEN FLOOR CAN 7NN!®®.ON NOR CAN ANY LIM OF 1 S I NAIL. THIM EE PLAN FOR NUM1BER OF 6AYS tVXTHOIff+BIS11aT PRIMOF /`�IP7 h._.,_t. ___! __ (D PROVIDE SOLID BLOCKING OOIIRa B1.4331q OONMLTM F' QIIOUI LOCATE TT6Ff W/E.N. r —b _---__— PROVIDE Six SILL ELATE ALL OOPMa1R OpN1s Bl�q COMIL j ,al ARanslEaen® I IO UNDER SHEARNE WALL�IH/0)CND NAIL Ijnl H TR S-HANGER BY TRV95 SUPPLIER REVISIONS _ ' i 4 2 CONTINUOUS TIMBERSTRAD OR SPLICE PER FLAK NO. DATE DESC. I ! p�iC I I q GL� iIIV 1 0TA6/05 TRUSS REV' FRAMING SCHEDULE-� ., Ija L��b✓f�,f�Ci� 1 t I N TI ,,._Ii_ I i _.: - --�ji'----- I I � �--5——G I 1=, It I ,�i. � 1 tI<Y�/ /;--•.�! Ti — !i j OOO7 DII SGNED ROOF TRUSSM a 24'O C.1/6'DEEP I-,019T5 0 IAA•oG 11'Ub'DEEP i-JOISTS a 16.OZ.5= +'A. In N 7ro'DEEP I JO15TS a 12 0.6. iII-I/b'DES TJI 250 6 16'OZ.X 10 RI PPED V/K IS 4'FERFOOT TO DRAIN p OT 2 X 10 JO9T9/RAFTER9•Ib'O.G. s3 OW O - O 2 X b ROOF JOISTSIRAFTERS a 16.OZ. i to}i G Lam. 'V O 2 X 6 FLOOR J0I5T5/RAFTERS 6 24'O.G. I O _ ;1 g _ a! �T FRAMING NOTES p61�' ..d. lit 1 I i r.-. .---- '{ I. SGME[TJLEA1Ls SHEETS REFER TO STRUCTURAL GENERAL NOTES p, I' (SN-I s SN?)FOR MORE INFORMATION 2. REFER TO SHEET 502 FOR SHEAR WALL ILL-' -. I : _J t 5Ls'6. Glt•✓L 'I i_ .. S. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS- UNLESS GLc�a. z OU UNLESS APPROVED BY GOUVIS ENGINEERING IN MATTING. .� ALL INFORMATION FROM 1 ❑ 4. USE 54WSON*XW HANGERS FOR CONNECTION OF•I"JOISTS TO PART I AFL ROOF FRAM I NCB PL AWN 6A51G FI AN AFR'LICS TO IMSIG A ELEVATION ON N]t°J OTHER FRAMING MEMBERS NNAJ. t 0-0molliv, �Ly SCALE E ATI ■ I'-0" /wiH7 S. NVE�7ASL II/SD-5 FOR SHEAR WALLS EXTENDING TO ANY �+LIM I PLAN I XG OF APA PRI-400(PERFORMANCE RATtD -JOIST STANDARD)OR FO x 6. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS O _ --I� ASTM 05055.QUALIFIED PRI-400 MANUFACTURES.'I'J015T CAN Be WI u Q i V , ANY OF THE FOLLONG UNLESS,NOTED OTIERWI9E. Z J J ! I FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.OOOE REOUIREMENT9,FOR BETTER PERFORMANCE HIGHER SERIES J015TS I ir �r,^'m.',.z'�""� i I ARE RECOMMENDED WHEN SPAN EXCEEDS I S'-O'. Q Huc— ._:,.. ; r ALL'LVL'MANIFAGTUtED BEAMS CA1 BE ONE OF THE FOLLOWING(U.NO) ./ IL TRW JOIST .._.-.-.-4XICI-...____... .._---.--4X10-_.._-__--- HAG MLLAN W -._ DROP-EIM tMCROLAM PARA.LAM >r M Fb•2600 •2400 O y� J� Q I S/4' WA Q 3�a A '' WA 21IA6' O 2 PLF 100 b WA L1,14 SCOTTPORPERMAPP��SSUANCE O WA AZEXAS$ASSOCIA IIG WA LIT!"Oanach. TES'INC. v — L _.._._._i .� ❑ ❑ TRIER STRAW hFbtAy�Br nta ddrl0aor bu�Ince to le n leeuby aa8enchy o t Pen di U— ance Z RJZ 2 Odes tvolr oaPProve planslnshell notPennit based PermlOf auth s Orto rdlnance"violation of theor'strued to Q orlt + able pp p Q PL •100 Qj COd+a st1a11 bevval�y1e or can el the ProvlebnePollcBl b suc PST NUMBER 603341 ISSUED DATE OI/29/03 PLOT DATE 017/16/05 DRAWN BY: I REVISION BY: ALL INFORMATION FROM O.H.N. PARTIAL. FLOOR FRAMING PLAIN AALLSE11111IATTEE APPLIES N(u"j SHEET NO. � PLAN I XG SCALE : 1/4" :e 1'-0" S-1X.4 SYMBOLS LEGEND POOnNB '�%// DROP IN SLAB IVERIFT PRIOR TO CONSTRUCTlmv —•�•—•—REBAR 55 ® PAS N GOUVIS ENGINEERING e DETAIL NA'DER CONSULTING DETAIL SHEET HUMMIt GROUP PAD SCHEDULE 4400 CAMPUS VFWE NEWPORT BEACH 2'-0.W.X 12'DEEP PAD W(2)•4 Ex CA 0211110 IB NEWP(xiT BLYL'IWW 762•TM2 2'-6'50.x 12•DEEP PAD W(5)a4 Ex FAX 00 752-5M PALM SPRNft 00 325MM 7 ,5• •5• 2'-0.90.x Ia'DEEP PAD W(5)04 Ex BREED d BHCAµ PE _ 2'a xi x la om•PAD W(4)++ex r I FESTRICTINE NOTICE 5'-0'so.x Ia•DEEP PAD W(4)04 Ex mm®RK uRvam mo 1 1 .tabarwTlotl.AM TW OLLOWE I 1 1 5'-b•5GI.X 16'DEEP PAD W(5)04 Ex OF OF 4 1 QpImA me Au 1 I ar+owuNoR Itoa.t• 1 s'-0'90.X la•Deep PAD W 15)+5 Cx ootsnenw.To ALL� 1 NO MINIIIIII NO E�Q IN OF THM O C M ON nn V-6'50.X 16'DEEP PAD W(6)•5 Ex "@A001 K&ToW ANr H I =Mff WRIM o FFAM ar sinORAD.r MLT ntoN Y 6but�.aa�o owwLTaw -, _ o FOUNDATION NOTES oopvrmw I I ADD 12*5 TOP t f2)NS BOTTOM AD LIT )M5 BOTT L•D'-e'PAST HOLDOMN E/W. L• -0-per �+PT I I. REFER To SECTION e.0 OF 9N-1 SHEET FOR ALL POUOAnoN NOTES. OOI.ILIM 1 16 N i I 212-0• 2. REFER TO DETAIL IS/9D-I,16P50-1,rI/SD-I AM IeSD-I FOR ALL M*FM 1 INSTALLATION Or HOLDOYNS. 5. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPAGN6. REVISIONS 1B I I NO. DATE CEBC. n N 1 1 ANCHOR BOLT I OTA6/05 TRUSS REV' 1 n 1 9PACINS r_ N ----- ---- ----- ---- -- I ® S •o x 12•a 4e'04. ro Oar +.r+sr --------- ------- . ------ --------1----------- 1 f ---- —1 Sro'a x 12'•Sz'O.G. ._.----------- " r----- 1 sro•o x 12'6 121 04. I I I IB srooxlr0e oC. I 1 1 1VO x 12• 16.O.G. 1 ® w 5x lu in contact.� 701 ALL IN1aOFtMAnON rRoM 11::�D 2B Zo-s• .w...Sze:o•6 w'oa. BASK PLAN APPLIES TO FOUNDATION PLAN ^� ^� ^n°""'�°' ' ro•o x 12.012•OZ. No. OPT. DEN WALM r I14• ' I`-0• i , . H,SX6 sill 1 0• /a•o x 12.•aOG. s6.111. qt L-v rL% I 1 I I � I I I I r —� I -------- ----- ------- —� __ J L_ _— _ J J --- ----------- 1 �1 I j l 14'-0' L— J d1 1 --- ---- I 48 O I O J�OL I I 0 3A I PI r—, I h 1' � W 01 q — -- I _ I Z en0 ILO r I O I I O OVEp J I I 1 FOR PERM � I11_1 Y TFAZEKAS SSOI Z V L — � I SCOT T L————————————— ______ —L——— —JD -----J BY $ASSCIATE S,INC. SEES These plane have D — aPPliceble been ATE �-L ... Y cod to entl rord"... Odl renc, rovel by issue Auth Q�\7sed by all•PPIicaDle Ci a builtlinp Per oriza".. la R 4A 4A The laeuene tY apenclee, mlt pendlnp z y W {�ZJ)(7—�f 6ARA6E PORTAL 9 6ARA6E PORTAL auphod.e Orr ortl�.��alnY aviolallon p/�°I°beru.d oo 0-1 permit ranting -a code lY to violate Or Permit preaue aPPllcable u"s shall be valid, an cal the prose one of such PROJECT NUMBER 60°S39 ALL INFORMATION rRofa PARTIAL FOUNDATION PLAN ^L�N^Tr M"^°N 01 j o og OPT. MED I A gGNL° I�'`a ' 'r-O• FOUNDATION PLAN PLOT DAM, 3 PLAN 2A WALE : I/4• • 1•-0• DRAWN BY REVIB Eff. K.N. SHEET NM' S-2.1 SYMBOLS LEGEND PDDnNG DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) ------- RESAR Iii ® PAD NUFBER GOUVIS ENGINEERING e DETAIL NUMISM DETAIL CONSULTING DETAIL SHEET GROUP PAD SCHEDULE 4400 CAMPUS DRIVE NEWPORT BEACH 2'-0'50,X 12'DEEP PAD W(2)64 EYI. CA 92M NEWPORT WK (910 752-I= 2'-6•SO.X 12'DEEP PAD W(5)04 EX FAX (91G)752-M PALM SPRING& dean 32s-M 7-0.50.X ID'DEEP PAD W(S)04 EYL SAEED J.BEKAAt PE 2'-6'90.X 16'DEEP PAD W(4)04 LK I — RESTRICTIVE NOTICE 5'-0'S0.X 16'DEEP PAD W(4)04 EX718E 110111111ftA 0IMH10104ID A tiEORATI0110 ARE 71E DDLIIMIE DEEP 5'-b'50.X 16•DP PAD W(5)04 LK t1DFQt OF OOIR.6IWNEEDW OONALTMO 4"mr,AID ALL MFORWt011 OIOM■ 5'-O'50.X 16•DEEP P O AD W A)05 I!JK CO/fOBAVL To ALL 0000FOW AND NO PANT OF TIEOE OIIX"M CM NE OQ®.M TMiHMA OR 5'-b'50.X 16'DP PAD W(6)05 EYl I'N011 IIIRIOIU188 E OIeLT FFW H RIOM TY EE VATIMIT 11RfiB1 OONMIT OF °01R10.OONMLTMO FOUNDATION NOTES Qlar OOP/ROIR W"e«H.®oD I. REFER TO SECTION DO OF SN-1 SHEET FOR ALL FOU DATIO14 NOTES. CON81LTM QFK"800E ILL RUM NFSDO® 2. REFER TO DETAIL IS15D-I,165P-I,1"Ir50-1 A V IDKD-1 FOR INSTALLATION OF HOLDOYNS. 9. RL'FER To TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. REVISIONS NOL TE DEM 11 1 1 I I I ANCHOR BOLT �O'IA6/05 TRU55 REV' `-------- — — —J L_ r 1 — -- J L----- ------7 I I r , I TYPE SPAGINB ----- ----- --- —� L— --- -------- sro•o x 12••46•O.C. I I -------------- --------------- I �- ------------- --------------- - I I r L J © S/6•o x @•41 32.OG. I 4e I \ I o 48 I © Sro'O x 12'•6•o.G. 1 * III 12••16"O.C.. I I ® w/* L1II In coMac! I I I I I I I PI PI PI PI /6'Y x 12••16"04. `\ 3XD°III � I I I I I I I 5/65oxa Ail 6 12•o.G. _J �m7L J �lL J pL 5A I S'e' ° 5XX6xi�••D•OA. CN 1 I I I I I I 1 r Psl I 1 r Ll I I } Q I I I 1 I I I I I V L---------- -------------------- -----� L---------zq ------ LLI tp n �vv 4A 4A 4A D T-122XT 9 TJ22XY T,122X-I T-122>0 W GARAGE PORTAL GARAGE PORTAL 6ARA6E PORTAL GARAGE PORTAL IL W �_ ILI co ALL 1NPoRMATION PROM A"Au nsow•arwN PROM P?\RTIAL FOUNC)ATION PLAN �ATZ NOD PARTIAL FOUNDATION PLAN IM TO �ATELAN�AUNies "— o..`` O�°- PL?�N 2G SGAI.0 : I/4' s I'-0" PLAN 2S sceHLe : I/4" s I'-0" SC077 AZE EP�RpSSU z V J Tn BY KAS d ASSpANCE (y F CIATES, C' IN Q J V These Plana her a coca ao PPro�l by all ed°tobissua aoPna cp°AAuth rent aP'a to an�e aP�l�ble City agencleag P°r'nit PsOding grant chorNY to rdhance.l No Ynolat on, a lonatrusIf on t tf1 W axteashallbarla4d. orcanatthePrBgUm I.edPPlicable ` Q Provlalona p�BA�h �(L r m PROJECT NUMBER: 6033q MSUED DATE 01/24/05 PLOT DATE 04/25/05 DRAWN BY: REVISION BY: K.N. SHEET NO. S-2.1A SPECIAL FIPI O CONSTRUCTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRANNGS.GOJJIS E'NBINEERIND CALIFORNIA DOES NOT ASSUME ANY LIADILITY NTH RZOPBCT TO THESE SYMBOLS LEGEND DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION OI•0 to'*NTH THE ARC,HITECTURAL DRANNCS AND NTH FIELD GONDITIONIS.CONTRACTOR SMALL VERIFY TIE LOCATION AND SIZES OF All ANCFIOR BOLTS,HOLDOMS,EMIBCDDED STRAPS AND FRAMING FOOTING MATERIALS,CONTRACTOR SHALL VERIFY COWI6URATION AND LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, PATIOS,PORGIES,AND STOOPS DROP IN SLAB VERIFY PRIOR TO CONSTRIGTIOW 2.CONTRATOR SHALL VERIFY TENDON LENGTHS NN AND STRESS6 TAIL LENGTHS PRIOR TO C FABRICATING GABLES.DOLOR CODING OF GABLES 19 ONLY TO ASSIST TENDON PLACEMENT, ,-,-, A MAY BE REVI5ED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN BUT NOT REBAR ND LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION DESIGNATION SHALL BE BROUGHT TO THE ATTENTION OF GOU05 ENGINEERING PRIOR TO FABRICATION. G 0 U�S S.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT 9HOM ON 9 SPACES AT 4'-0' Z 5P AT S' ' 6 SPACES AT B'-6'S PAD NUMBER STHE UPPORT SA T OON RACTEE R'SAIL(4/PT�FOR ANCHORAGE OF ENDS AND GENERAL TENDON � DETAIL I sH"'� ENGINEERING 4.THE FLOOR SLAB AND FOUDATION SHALL BePOURED MONOLITHICALLY EXCEPT MEN �,,,,,� "4 g,; CONSULTING 5„Q,,R,1 OT�SE. CRA_BRI,I GROUP S.DIMENSIONS ARE NOT MM41SHM TO 5I W50N HOLDOWLS.1T 15 THE RESPONSIBILITY OF THE CONTRACTORR'.SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE C404CRGTE ' PAP SCHEDULE CONTRACTORSE TO LOCATE THE ANGFIOR9 IN THE EXACT LOCATION.REFER TO DETAILS •3• I WM-GRN ORA-PNIC MOD CAMPUS ERNE FOR PROPER NSTALLATION. 6.PROVIDE•S x 24'DO'EL m 24.O.G.AND 121 FROM CORNERS AT ALP.CONCRETE 2'-0'9Q.X ID•THICK PAD W/CZ 04 EA BOTT. NEWA 920M H STOOPS PORGFE9,PATIOS AND OTHER ATTAC44MEM'9 WHEN CA.9T INDEPENDENT OF P09T-TENSION SLAB UNLESS NOTED OTIR EHM. 1 2'-b•SQ.X to-THICK P W/AD (5)R4 EA BOTT. NEWPORT BOR (WO 762-1612 9.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE LEE. - I FAX (>aNW1 752.3921 D.RAUIREMENT9 FOR PRE-SATURATION OF 5LE6RADE SOILS AND DAYLIGHfT SETBACK OF PALM SPF&4M (7BB 329•60111110 EXTERIOR FOOTINGS PROM ANY DE5CE O NG SLOPE SHALL COMPLY NTH SOIL REPORT RECOMMENDATIONS. .B' .S• B'-0.5Q.X ID'THICK PAD W/(4 .$EA BO1T. q.ROOF/FLOOR FRAMING.AND/OR HEAVY CON STRUGTION LOADS ARE STRICTLY B-b SQ X ID THICK PAD W/()RS EA BOTT > •L PE PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING•J _.i ...... .......... 4 DAYS AFTER CONCRETE FOUR IP CYLINDER WEAK$INDICATE MIN 2000 PSI STRENGTT. :�� t �. I """""'•••••.....•••••••••••••....•••�•......•••• .......... . . . 4'-0'90.X ID'THICK PAD W/(S)•S EA BOTT. RESTRICTIVE NOTICE 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE i�. r PLACEMENT AND STRESSING OF POST TENSION TENDONS. 11.FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCTED THEME 0lR101E 171�RGIOR NO SUCH THAT RAIN AND IRRIGATION WATER IS DRAINED AWAY FROM THE'DEAD. 1 :I : 4'-6•50.X 16•THICK PAD IN 03)m9 EA BOTT. RRE:OwToOPOITy rw 0 T��+� 12.ALL SITE AID PAD PREPARATION 9UGI1 A9 BUT LIMITED TO GRADING COI`PAGTON OF 001MLIFOIrT 10 0�F,ANH�THE FILL,PRE-SATURATION AND CONCRETE$Ln6 DAse PREPARATION SHALL DE ' I .I........... ..............:..............E.I...I........j........................ ....I...I.;.............;............ ... ....I.; S'-0'SQ.X 16.THICK PAD w(9)Rs EA BOTT. • PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND ! � ID• •: CONFEENFIAL TO ALL INCLUDED IN THE SOILS REPORT. i J 1 YV I:)-4 TOP I 1 I I I PIN Mp pP TL°0E ORA1MIo6 I5.A MINIMUM OF THREE(S)CYLIDER54LAB SHALL BE TAKEN TO DETERMINE CONCRETE 1 I I I I I: I: n W-6'9Q.X 16'THICK PAD W/(6)•S EA BOTT. c �m nw�eai°R STRENGTH. ��-11 1 -^� ?I I I I I' FEPF40UCM NOR CAN ANY Bnwrums E ART FROM THEM INIMIDUt TENDON AND ANGHORAFvE INSTALLATION NOTE.$ !, I - I I.BULKHEAD BY LOCATING THE CENTER of THE STRAND BUNDLL'6 PER THE DIMENSIONS ON 1 Li L��: I I :1 1 _ I I; O m n °a^^B TM0 YIRI IM CONSENT ....... ....:...aT.. OF THE STRAND PLAN.RIOTE,BULKHEAD DOE"NOT HAVE TO USE BRACED LATERALLY,THERE IS OW V• .. la�a.®�aoNela No TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE I$POURED). � I �"•...••••••• "'1•'••""�..••••••••• 1•••1'T••••.... •• ••• ••••O•• POST TENSION ON NOTES COPYFIGHT a 2.MARK LOCATION OF INDIVIDUAL ANra+oRAGEs ON eA.cIH SIDE of BUNDLE CENTERLINE j 1 I I. SEE SHEET PT-I FOR STRIGTIRAL DESIGN ORI NOTES AND TEumICAL LpHR TRq aWF PER DETAIL(4/PT-1)AND DRILL A 5/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED I xlq' • 9 ID' : I I I I PARAMETERS.SEE P05T TENSION DESIGN PLANS FOR SPECIAL ALL ROM RF/9N® OTHERNSE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS LNTIL TENDONS ARE IN I PUR-PNK-PUR L---�----L_---J L-- --- -- _-- J L'----=----=-- J CONSTRUCTION NOTES.TENDON AND ANCHORAGE INSTALLATION I ; : NOTES PLACEMENT NOTES,TENDON 5TRESSING S.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTTER �i I r-__�-___------ r__ -__ __ _-- .7 •_--_-__-- - 212'-0• - PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS DIRECTION REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND l ............................•. .............j...... ......... ............. .......... : STRESSING HOLES SEALING NOTES. AND UNROLL THEM IN PLACE.BESINING AT THE DEAD-END,IF TFERE 15 ONE.AT LEAST I6' II I ,.I............•• :I...I........•••••••••••••,• .I...�•• 2 �•: - 2. VERIFY NTM ARCHITECTURAL(AND STRUCTURAL IF BY orlErts) N0. DATE DEBG 7 I DESIGN DRANNGS FOR ALL DIMENSIONS SHOWM ON OT/6/oB TR P.9 REV' -- h L•4'-0'P I i: I P05T-TEN910NED FOUNDATION PLANS AND REFER TO OF STHiAND Ml9T PA99 THE BULKHEAD AT EACH 5TRE951NG END. yl 1 ADD• : 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS NTH 2 NAILS I (�-0•6 TOP TIGHT TO TIE BULKHEAD.16d.RIND SHAW RECOMMENDED. 1r S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY I I/2'FROM BULKHEAD SUPPORT 90 1 ION NOT SNONN ON POST-TENSIONED TI ji I r-'rr,r�,^F I ~ PANE. E I• I' ( ALL DIMENSION FOR �ATTHE CENTERLINE OF THE ANGIDRAGES IS APPROXIMATELY S 1/2•BELOW TOP a I' 1, i ,.tl.Sts -} I ....... ...I.••••• I 1• -- - . -- !i 6.AT STRE55ING ENDS,R 40VE NRAPPING TO APPROXIMATELY 6•INSIDE THE BULKHEAD. -__J •••}•• _ S. . ....`... J NOT IF BY OTHERS DRAINEO >. .. FMDATIOH PLANS. __-__- .......... .. ... ; I ••�••• ..I...�.. ••• �. VERIFY NTH ARGHITECTIUFRAI.(AND STRUCTURAL IF BY OTHERS) DO NOT REMOVE 6REA_IE.SLIDE ENO OF STRAND THROUGH THE HOLE IN THE ANCHOR AND ••••••• DII AWINS FOR T,HOLOOM CALLOVT INFORMATION AND THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDONN AT DEAD END 19 NOT TO EXCEED r--- - -- --- .11.�• I I; I SHEAR WALL LOC IPA ONSS. 12". T.5TRA16NTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. - I I I I r, I I; -0' PLATE SUPPORTS AT GABLE INTER9EGTIONS AND TIE THE STRANDS TOGETHER14. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. D.CICGK STRAWS FOR TEARS IN PLASTIC WRAPPING AND RENRAP.ALL TEARS IN :I : $. REFER TO DETAILS ISUPT-1,I6/PT-I,IT/PT-1 AND ID/PT-I FOR :. ...........1. 1 ......_..... 1...1.... ...........:. ....... WRAPPING 12.OR LONGER SHALL BE REPAIRED. ..•..••.•••...:.. + ........... • "' ••••••• INSTALLATION OF HOLZkh**. q.TENDON PLASTIC NRAPPING$HALL BE GONTIN)OUS OVER ENTIRE LENGTH TO Be UNBOWED AND PREVENT INTRUSION of DEMENT PASTE OR LOSS OF COATING MATERIALS I I I• 12'-6• ...I I 1 IiL--------= ---J L-_ L_- -J ------- DURING CONCRETE PLACEMEM. ALL INFORMATION FROM : --- I: T%S I ---- ANCHOR BOLT ��,Uy (/..L� �U,,Ly BASIC PLAN APPLIES TO I r--------- ----7 r--- , I--- -1 (" ------- --I $FAG NG TENDON STREce.IHG PREPARATION NDTE9 P�`PET I, `L P.T. FOUNDAT I ON PL�`N ALTERNATE�EVAT,ON(U,NA, 7'�• i ; ; I�1 ; : I I I I: I :� P 1.REMOVE POCKET FORMER. L_ - J $ro"1 x 12•I0 46.04. -----1-.-.-.-....» 1... ....1..1:.......... .. ............. ...........1:. Z.ICHEGK INSIDE EACH R'CCICET HOLE.MAKING• E,THAT ExP09®PORTION aF TALI! 1 1/4" R 1'-0• •••••••..........• }........... ... }..;•.� •• OPT. DEN (G)4TECORY II III) ANCHORAGE I$CLEAR IF A FILM Q CEMENT PASTE HAS INTRUDED,REMOVE 17 NTH A I •. a SCRAPER OR 9GRENORIVER. - - •-----j---_l:I I I I o + I I: I it Na 'J.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. I ' © Sro•m x 12`G B2'O4. • 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT I ' :I I I I I; I 2 :-0• DIMENSION FROM THE EDGE OF THE 5LAB.A YELLOW CRAYON AND A NIOOPEN CARPENTERS y_I ��7y © sro'o x Ir�12.04. RULE ARE RECOMMENDED. `rT : 1............c.............. ............1:.............i..............:..............:�...I.......c.....�. T Ti ....... © srooxl2 06 04. c.i.... c.... .. .. ....... .. TE7FE STRE%I oPERAr ON MUS�INVER THE IMMEDIATE CONTROL OF A PERSON �I I I I L J I I .. EXPERIENCED IN THIS TYPE OF WORK;HE15M NMU5T EXERCISE CLOSE CHECK AND RIGID I I' a T• ro"m Z'•16 04. CONTROL OF ALL OPERATIONS. I yy(2)04 TOP .I I 1 I I; I NV/SX III M Gonla.t rJ 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, :' I I I - ( I; I ro'm x 12••16'OG. CAUREO UDEMR JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE _ _ ---- -- S CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL L_---- __- ___ L__---- ___�i J Xb NII .4. DRANNG5 OR 2000 P.1(MIND. ......... .........' .................:_........ SJ B.ALL PRESTRESSING STEEL SHALL Be STRESSED BY MEANS OF DST,OR OTHER EQUAL �T HYDRALIG JACKS,ECWIPPED NTH ACCURATE READING,CALIBRATED HYDRAULIC ------ 16• �- I :I roam x I2'•12.04. PRESSURCD GAU15C5.A CALIBRATION CHART SMALL AGCO-0PANY EACH JACK. I I I Ili-0• L_ J .••I I „��H/BX6.111 - Q 4.THE POST-TENSIONING OPERATION NLL BE 50 CONDUCTED THAT ACCURATE ELONGATION R!3 --`_- O V OF THE PRESTRESSING STEEL CAN BE RECORDED AND GOMIPARED NTH COMPUTATIONS : I 6 04 J SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER ••• •I"......... I 1 I I: O I: ��.✓ .III W RI) /amx12 • $w p�t1 S.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCE5 AND ELONGATIONS AND Ib• I :(•. ........,..••••••••••••H••••••••••••••I••• •••1"'1''.............:. I•i aLl SUBMIT REPORTS TO GOUVIS ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. I 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED SO%OF THE (p� ULTIMATE FORCE OF THE TENDON 19 I 1 1 I I I I: S'THICK SLAB 1 TABLE'A' J--11 (4IS x hO•55.0 4"). T.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED 10%OF THE ULTIMATE P09T T�,N510N FORGE OF THE TENDON. I I„•I•,,,,,,,;, ,,,,,, ........:........1...1............. ..............:............1. Y 501L EXTERIOR INTERIOR B ADDITIONAL IN (413 x.TO•26.1 Wm). I •••••••••••• •••• ...•.•.... - CATEGORY.. FOOTING 00 /R 6.THE STRESSING OPERATIONS PROCEED AS FOLLOWS. PI r�r��L, I I I : I I: I H- EMBEDMENT OVERALL MILD STEEL -REMOVE eR,oNMMETS A7 THE STRE951NG ENb91 cIIEGHc INSIDE EACH GROMMET HOLE TO 11 ��r -_--__ L---J L- ------------j L-- - --------J < g BELOW THICKNESS'J' FOOTINS AND MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMEENT PASTE;IF NOT REMOVE PASTE I"N FROM ANCHORAGE NTH A SCRE•ORIVER. I ..r'.!.411 ,l: L-� ------ r---� r•- 1 -- --------- 1 OOTING/RIB LOI'EST_ Z m -INSERT HEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. I �'1'4:'t._ O -RUT A PRIM MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I I I I r .• _. „•• I GOMPAGTE0 ....... 1: $ GRADE - O THE EDGE OF THE SLAB. I .1.............j...i.... p..,.•.. ..I. X S -STRESS THE STRAND AT SB k1p.. - -SEAT THE YEDOCS IN THE ANCHORAGE USING THE HYDRAULIC,SEATING DEVICE BUILT INTO I I W GATEfaORY I 12' SHEAR 1 INTERIOR THE_ 1 I I 1 I, I 5 T wALLs (�� �lu REMOVE THE RAM. "•) I I I I' P4 • Y N.N.0) Z J -MEASURE FINAL ELONGATION.RECORD ELONGATION I I I __ I - TEBORY 18 16• ADD'S-IN4 O 9.IF INGONSISTENGIES BETYEEN THE CALGU_ATED ELONGATION,THE t•F D ELONGATION, Q ��ttNl AND THE JACK GUAGE READING CCG1R 7}f JACK-GI/A6E-PIIAP UNIT SHALL BE 1...........{.1..I........j..............i............••i.....•••1••• .. •••••••••I. BOTTOM x Q-i.. n GA n O REGALIBRATE.AN AGREEMENT OF NTHIN T%UNDER TO T%OVER SHALL BE SATISFACTORY. _.._-_...._ .:� �B I I I ADD I I; I vT' O 10.TENDONS STRESSED FROM ONE END ONLY SHALL 8E SO INDICATED ON THE PLAGUE -- I ',�• I (�.m4 70P I I; 1 CATEGORY III 24• 24" ADD 2-»4 DRANUNSS.TENDONS THAT ARE STRESSED FROM BOTH ENDS MEN REQUIRED AND NOTED (2)- : Z N ON PLAN NEED TO BE STRESSED FROM BOTH ENDS 51NM.TANEOUSI. IF IT CAN BE SNOY'N 1 r,: ;, ;� "•.\ I L•4'-O.• AFiT L•4'••ON'PAST I I 1 AFF'iOV BOTTOM x THE TENDON. OPPOSITE ELE TEN oN FROMDOES ON THE I-EixGHAVERG 1 E�r TOTAL sH T THE THE t-:1!V':•J l�l I PANEL.�.W.1........:............... - PANd;EYI _ J : l0'-4•: FOR a=l,rai r GOAT. O Q J THAT_ TE_ PRE-SEATED ARE J L------ -----n- -----J .` BOTH ENDS ------ SOCIATES,INC. �� f THE TENDON THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE ........... W BY CATEGORY I •LOWI gg rp I dpFAGTION �f RAG NG SETTLEMENT,SEE SORTS RING F anHrence°a STRESSING I Y grentetl to 's Autho Q Q II.PARTIAL(OR EARLY STRE551NG)OF TENDONS,MEN REQURED AND NOTED ON PLAN SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF WOOD LD AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING 11P NTH FINAL 9TRE591N6. 4 4 GATEfaORY II :•Na2PA11WPg�, �R4MMfAGGM1 /�'(TIbN U-- S LWINATIONIS SHONN ARE EASED ON.10 N .MEASURED ELONGATION T%UNDER TO TAH SETTLEMENT,SEE 5�6�REPORT FOR ing ~ W X Z suance or gr ti pPuC IT22X•1 q TJ22XT CATEGORY III :• ab - E%Rl,q °N� ermlt based on O J Vz OVER 15 ACCEPTABLE.IF MEASURED ALOMIGATION ExGEED9 TOLERANCE,CONTACT GwV15 GARAGE PORTAL 6ARAEaE PORTAL DYNAMIC/LIQUEFADB N1FY N'V A Q ENGINEERING. Rppllceble m J IS.TAKE SAFETY PRECAUTIONS A9 NEGEf.{ARY;DO NOT PERMIT Y'IORKM/.HI TO STAND - IdM#o r Ate° d BEHIND JACK5 MILE STRE951N5 TENDONS. STRESSING HOLES SEALING NOTES OR UR DYNAMIC/96*�Ab tRBiFTit SATURATED ALLUSRAgN °r cancel the provlaiona o/aglch PST HUNGER 1.THE REUSABLE R icl GROMWET FORMS A HOLE 2•(INGU DIAMETER MIGH 19 TO BE _ SEE SOILS REPORT FOR LOT GATE60RY) 6033�1 FILLED AND SEALED WATER TIGHT. 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2-TO 5/4•BACK IN HOLE.BEISSM DATE GAREPU_NOT TO DIRECT FLAW ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE THE GUT As OVICKLY AS POSSIBLE. ALL INFORMATION FROM 01/261/05 5.AFTER TENDON?HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL ORYPALK BASIC,PLAN APPLIES TO DLOGKOUTS WITHIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS PARTIAL P.T. FOUND T I ON PLAN PURPOSE,(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 ALTERNATE ELEVATION NN.oJ PLOT . ACCEPTABLE). REVISION BV-. reHN GILK PARAMETERS NOTES OPT. MED1A (OATEOORY 11 4 111) g`"L° ` ' 4 ' '-° DRAWN BM POST TENSION FOUNDATION PLAN -DEFORMED MILD NF REIORCING GRADE 40(.S t 04)STEEL SHALL GOFORM TO ASTM • A-6156RAVE 6O(.54 BI6GEV PLAN 2 OATEC ORY 11 1$ I I 1 BGi ` '�4 ' ''-0• SHEET E _ -STRAWS SHALL GOTOIRM TO ASTM A-416 ND -PROPERTIES OF T-WIRE STRAND 1/2'DIAMETER N ppuu(ULTIMATE)2T0 DUI -ARMA-SQUARE INCHES.155 -F(ULTIMATE)-POUNDS 41,5000 S ■1 B -IS-P.I 26,S000OO( -MAXIMUM FORGE(A I pu)TO 5S,0000 OVERCAME FRICTION -wxIMN ANGIOR FORCE 0N pv)26,MOOr -UNIT ELONGATION PER FOOT OA79'(PA POURS)(12 INCHES)AREA E SPECIAL FIELD CONSTRUCTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRAGT0 FROM ARCHITECTURAL DRAWN".84OM6 EN6U@RINS CALIFORNIA DOES NOT ASSUME ANY LIABILITY NTH RESPECT TO THESE SYMBOLS LE&ENP - DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNGAnOM DII•ElISIG/9 NTH 71E ARGHITEGTMAL DRAWN09 AND WTH FIELD CONDITIONS.GONiRALTOR SMALL VERIFY THE LOCATION AND SIZES OP All ANGMOR DOLTS,HOLDOHC,EMBEDDED STRAPS AND FRAMING ---- FOOTINS - • MATERIALS.CONTRACTOR SHALL VERIFY GONFIGURAnON AND LOCATION OF A" ARCHITECTURAL N4ATURES,SUGI AS BUT NOT LIMITED TO DEPRESSIONS.SLOPES,SHELVES, PATIOS,PORGNES,AND STOOPS. 2.CONTRACTOR SHALL VERIFY TENDON LENGTH'S ANC,STRESSIND TAIL LEMSTH'S PRIOR TO � DROP IN SLAB(VERIFY PRIOR TO GONSTRUGTIOlU FABRIGATINS GABLES.DOLOR CORMS OF GABLES IS ONLY TO ASSIST TENDON PLACEMBlT, AND MAY DE REVISED AT THE GCWRAGTOR5 OPTION ANY DISGREPAN AM IN BUT NOT -•-•-' LIMITED TO.DIMENSIONS,TENDON COURT AND LENOTMS,COLOR CODINS,AND ELONSATION DE516MATION SMALL BE BROUSHT TO THE ATTENTION OF GOUV15 ENSINEERINS PRIOR TO T T�7� PADRIGATION. PAD MAMBBR G O lJ Y 1S B.STRESS=END AND DEAD ENO OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON B SPACES AT 4'-0' 2 SPACES A D SPACES AT B'-a't THE PLANS AT CONTRACTOR'S OPTION FOR ANCHORAGE OF ENDS AND 6ENERAL TENDON ENGINEERING SUPPORT LAYOUT,SEE DETAIL(4/PT-1),(WAFT-1). ®X DETAIL SHEET 4.THE FLOOR SLAB AND FOUNDATION SMALL DE POURED MONOLITHICALLY EXCEPT WEN - . DETAIL SHEET NUMBER CONSULTING 5H2OYM OTERWISE. ORAL-BRN GROUP Z.DIMENSIONS ARE NOT P~SHED To SIMPSON HOLM".IT 15 THE RESPONSIBILITY OF �•• THE G0N177IAGTOR's SUPERINTENDENT.THE PRAMINS CONTRALTOt AND THE CONCRETE PAD SCHEDULE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION REFER TO DETAILS x59 ff "B� Y' FOR PROPER INSTALLATION 11T•tiSRN ORA-RUG 4{N CHART ERNE 6.PROVIDE s5 x 24"DOYEL•24"OZ.AND 12"FROM CORERS AT ALL CONCRETE 2'-0.50.X la'7WGK PAD W/(2).4 EA DOT7. CANE BEACH STOOPS PORCHES,PATIOS AND OTHER ATTA644 EHTS WEN GAST INDEPENDENT OF POST-TENSION SLAB MX-95 NOTED OTTERW5E. T.ADMIXTURES IN CONCRETE MIX CONTAWNB CALCIUM Cl.ORID6 SHALL NOT BE USED. 2'�•S0.X Ia"THICK PAD W t7).4 EYL BOTT. FAX, (9{W 762-w b.REODEMENTS PRE-SATURATION FOR PRE-SATATION OF W5aRADE SOILS AND DAYLIGHT SETBACK OF UR EXTERIOR FOOTINSS FROM ANY DESCENOINS SLOPE SMALL GOWLY W TH SOIL REPORT RECOMMENDATIONS. s'C 9Q.x la'THICK PAD W/(4).5 CA BOTT. PALM A.ROOF/FLOOR FRAMING,ANWOR HEAVY CONSTRUCTION LOADS ARE STRICTLY .B• 'D PROHIBITED TO BE IK-05ED ON SLABS PRIOR TO STRESSIMS.ISEBIN WALL FRATMG 5 ._-._..__.„ _ - .................................. ........... ........ ... ... .......... 5'-6.50.X ID•THICK PAD W/(4).5 EYL BOTT. BEKAµ P.E. DAYS AFTER GONGRETE POUR IP CYLINDER BREAKS INDICATE MIN 2000 PSI STRENGH7. __- _; ---- --- --- --- - ----- j i .......... -- 10.SPECIAL INSPECTION IS REQI/ FOR EN THE TENDON INSTALLATION,GONGIRSTREWING, PLACEMENT ANSTREWING, POS OF POST TENSION TENDONS. I � 4'-0.92 X la'THICK PAD W/(Z)N9 EA Barr. RESTRICTIVE NOTICE 11.FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL W CONSTRUCTED TWE OHHl 10 ORAWANM AND GUCM THAT RAIN AND IRRIGATION WATER IS DRAINED MAY MOM THE SLAB. I ADD. I I' 4'!'ZQ.X ID'THICK PAD NM/(5)4 EYt DOTT. Y«��NalmoullB 12.ALL SITE AND PAD PREPARATIONUGI S AS BUT LIMITED TO SRADINS GOMPAGTION OF W/(2)"TOP{ prApW"THE FILL,PRE-SATURATION,AND CONCRETE SLAB DAZE PREPARATION,SMALL BE 1 I I•'Y(2)M4 BOTT. ( CON!{LTNO QFAW,AND ALL ..........................................i.................... ... ......... ......... ... MICA UWN NIDSIN R PERFORMED IN AGGORDANGE WITH THE SOILS ENBIIVBR'S RECOMMENDATIONS AND I I Ia" i•I••••••••••••............. •• 5'-0'S0.X la•T+IGK PAD W/A)rS EA BOTT. wWcaNTVL TO I��s INCLUDED IN THE SOILS REPORT. j I : ' 15.A MINIMU•1 OF THREE(5)LYLINDER55LA8 SHILL BE TAKEN TO DETERMINE CONCRETE : •..I n CAN ENXIF=TWOR3A.OR STRENGTH. I I I r I a 5'-6.9Q.X ID'THICK PAD W/!61.s EA BOTT. NOR CAN A, 1 BMRIMUB W AMY FHIMN TBN TENDON AND ANCHORAGE INSTALLATION NGre9 r -p. I.BULKHEAD BY LOCATING THE ceNTER OF THE STRAND BUNGLES PER THE DIM•ENS1oNr!ON i "� - o g POST TENSION NOTES "'R°81 ATM® VL..:•. I W .............:..............:................. T THE STRAND PLAN.MOTE,BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 "" ' ••• •• N1NQP NO TENSION ON THE TENDONS UNTIL AFTER THE CONGREre 19 POURED). I "�•••••••••••:•••••••••••..•• O• OOPYFN*ff GO" ®� 2.MARK ROGATION oP INDIVIDUAL ANGHORA6E3 ON EI,GHI 9117E OF BUGLE C.BRERLINE j I I ADD. I. SEE SHEET PT-I FOR STRUCTURAL DE916N NOTES AND TEGHWGAL OONRLTNNOa1NOIr2oR¢ PER OETAL(4/PT-1)AND DRILL A S/4-DIAMETER HOLE IN BULKHEAD UNLESS NOTED I I 3x19' •I Ib" (2)-P4 Te7P{ I; PARAMETERS.SEE P05T TENSION DE916N PLANS FOR SPECIAL Au RGM61EA9N® OT}IERHUSE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN R1R-PW-PUR CoNSTRUGTION NOTES,TENDON AND ANGHORAGE INSTALLATION I ( �� I: NOTES,CONCRETE PLACEMENT NOTES.TENDON STRESS MS rL rib .I L-W-O"PAST I 212'-0' ARATION NOTES.TENDON STRESSING PROCEDURE NOTES. S.LAY ALL THE STRAND"'IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER I PANEL BYL I REVISIONS vIREGTION.REFERRINS TO THE PLAN SELECT INDIVIDUAL DOLOR-GORED GOIL5 OF STRAND I •••• ••• ••••••••• ••• AND UNROLL THEM IN PLACE.SE&INNINO AT THE DEAD-END,IF THERE IS ONE.AT LEAST I&' it ..•......••.••••••••••••••...............R..............I•••••••••• •••••••••• < 2 VER WNS NOTES. TH ARCH reG STRESVNS,HOLM I1i1RI.L(AND 9TR11CNRAL IF DY OTHERS) OF STRAND MUST PASS THE BULKHEAD AT EACH 5TRE551NS END. I I - N0. DATE DESC. ..... ..:.. MSISN OMAAMIS5 FOR ALL 4.PLACE ANCHOR AND POCKET FORMER INTO BI.LK/EAD AND NAIL ANCHORS NTH 2 NAILS I n I : POST TENSIONED IPOUNDATIONDIPLANS A10 REFERR O TIGHT TO THE BLLKHEAD.16d's RIND SHANK REGOMMENDED. -_.� I' - 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 I/2•FROM BULKHEAD SUPPORT 90 " I I R ALL REMAIARGMITEGTURAL(AND aN SHOWN ON TEN510NEDTRILICTURAL IF BY OTI-Eft) N35 FOR i is FOUNDATION PLANS. THAT THE CENTERLINE OF THE AMG IORABES 15 APPROXIMATELY S 1/2'BELOW TOP OF iI ! :Z.��iG' '- I ~ - < SLAB. I,--. ....... ........ ..... ... b.AT STRESSING ENDS,REMOVE ARAPPINS TO APPROXIMATELY 6•INSIDE THE BULKHEAD. ---------J •.... ••�••••:••• - 5. J-- ............ ..... ..... ............ ..... L+ J VERIFY WITH ARGNITEG711RAL(AND STRUCTURAL IF BY OTHERS) ........ . DRAWYNZ FOR ANCHOR BOLT,HOLDOWN GALLOUT INFORMATION AND DO NOT REMOVE CREASE.SLIDE END OP STRAND THROUSM THE HOLE IN THE ANCHOR ARID -- --- N-•I T11R01.'FaM THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXG® r--- - •�•�• 2 SHEAR WALL LOCATIONS. 9.5TRAISHTEN TENDONS,C~N6 THEM SMOOTHLY AROLES OR OBSTRUGTIOH5. -- UD HOLES I i ' I 4. REFER TO TABLE BELOW FOR ANGROR BOLT SIZES AND SPAUNS. PLACE SUPPORTS AT CABLE INTERSECTIONS AMC)TIE TIC 57RAMM TOGETHER. : : I; a.GHEGK STRADS-opt TEARS IN PLASTIC YRAPPING AND REWRAP.ALL TEARS IN :i S INSTALLATION AILS9 15 �SbA'T-1,T PT-I AND IDA•T-I FOR 1NRAPPIN6 12'OR LONGER SHALL REPAIRED. .r............:................:...............:.............:..................................... ....y 9.TENDON PLASTIC,YRAPPINC SMALL BE CONTINUOUS OVER ENTIRE LENGTH TO DE ..y• REFER1OF UIBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF GOATING MATERIALS :.... DURING CONCRETE PLACEMENT. ALL INFORMATION FROM ' T'B I ' p MG� T :.. HCL r 2'b" O I . PARTIAL P.T. FOUNDATION PLAN �"PLAN APPLIES TO ' rem TENDON STRESSING PREPARATION NOTES ALTERNAT•ELEVATION NIA) I.REMOVE POCKET FORMER. 7 [ ] .�... O Sro•O x 12'•40'OZ. 2.GHEGK INSIDE EACH POCKET HOLE,Mwc1N1G 91111E,THAT EXPOSED PORTION OP SCALE : 1/4" I'-O' 2 .. ........ .......... ......... ....... .. ...........}..............{.............................................;...................... .�....I c , OPT. DEN (CATEGORY 1) + ' ANGHORASE IS CLEAR IF A FILM OF CEMENT PASre MA,S INTRUDED,REMOVE IT WTII A I : Q + I ry No. SGRAPER OR SGRENDRIVER. D.INSERT A FAIR OF GRIPPERS DY HANG INTO EACH ANCHORASE. 4.PUT A CRAYON MARK ON THE STRAND AT THE EP&E OF THE SLAB,OR AT A CONSTANT ' I DIMENSION PROM THE EDGE OF THE SLAD.A YELLOW CRAYON AND A WOODEN CARPENTERS RULE ARE RECOMMENDED. .... .. ......... ....... ¢ sro'O x IZ' IZ'OL. .............:.............................. AF 5/e Nr x 12 •a oL. :T............... • 12 0 I.THE 5TRE951N6 OPERATION MUST BE UNDER THE IMB-EDIAre CONTROL OF A PERSON ApD. I : .✓3x �r,coneaeLr✓ EXPERIENGED IN THIS TYPE OF WORK;WJ5HE MUST EXERCISE CLOSE D AND ECK A RIGID :I (2)R4 T� ILI it Li0 CONTROL OF ALL OPERATIONS. PV 2.THE STRESSINS OPERATION SHALL NOT COM4R4RGE UNTIL CONG Z7E TEST CYLINDERS, :I _ : -ti CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE -- ---- --- SXb.111, 16 OZ.Ox12 • GONIGRETE IN THE MEMBER HAS ATTAINED THE STREMSTH GAZED FOR ON THE STRUCTURAL L----- --- ---- --"'r -� ---�� -- J `�---. J ORAWNSYS OR 2000 p.l(MIN). ......... •••:••••••••••.•..:.••••••• _ < 5.ALL PRESTRESSING,STEEL SHALL BE STRESSED BY MEANS OF OBI,OR O7/ER EGUAL -------- :I HYDRAULIC JACKS,EQUIPPED WITH AGGURATE READIMS,CALIBRATED HYDRALLIG IC,' I I 14-0' t- J skin Z VW# .2••12" PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JAGK. 4.THE POST-TENSIONING OPERATION WILL BE 50 GOPDIUGTEO THAT ACCURATE ELONGATION OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED W TH COMPUTATIONS I O sLl J PG, ll -- ----- .• .... .......... , ? x 12••a•OZ. W UI SUBMITTED AND APPROVED BY THE STRUCTURAL EN61N�R. .... .•.....••• 5.INDEPENDENT INBPEGTOR TO RECORD ALL lAGKIN6 FORGES AND ELONGATIONS AND 19" I ••?..... .. ....... .......... ......... ••••••••••�.! . 5•xb slll 5UBMIT REPORTS TO GO AS ENOUEEIRIMG FOR STIWTIJRA.ENGINEERS APPROVAL ONLY IF .....••••.......•...............•.....•. .. ro N/ STRESSED TENDON ELONSATION EXCEEDS TOLERANCE. b.THE MAXIMUM JAGKIMS FORGE TO OVERCAME PRIGTON SHALL NOT EXCEED WX OF THE UO ULTIMATE FORCE OF THE TENDOK 19 ' ' I S'THICK SLAB I • TABLE'A' z J a (41.5 x.60•55.0 Klp.). I W-O' : P05T T N510N - « I I ............:............ . .............:.... ....... ..........�.............. .... 7.TENDONS SHALL DE ANCHORED AT A FORGE NOT TO EXCEED 70%OP THE ULTIMATE •.-..•. I - INTERIOR FORGE;7f OreNDON.�). PI � I � ....... •••••••••I• _ O GAITEGORY•• FOOTING FOOTIN6/RIB MILD STEEL b.THE STRESSING 26A kipI0NN5 PROCEED AS FOLLOWS, ��_, --- I I !- EMBEDMENT OVERALL EXTERIOR !L -REMOVE GROMMETS AT THE 5TREAIN6 ENDS;C+Vv K INSIDE EACH GROMMET HOLE TO BELOW THICKNESS'J' FOOTING AND MACE SURE THAT THE ANGMORASES ARE FREE FROM CEMENT PASTE:IF NOT REMOVE PASTE z in 1 1 f ; , L--J- ------ INSERT VERSES,SIDE BY SIM,BY HAND INTO ANCHORAGE. I f A ib/I i 1._� I � 0 D TING/RIB O I I COYEST ADJACENT INTER 1 PUT A PAINT MARK ON EACH/STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I I CAMPAGTE -^ THEEDGE OF THE SLAB. I .I...........:..............:..............:............ .......... .......... ..... ....... -STRESS THE STRAND AT 55 Wps. 19 1 _ it,lli SEAT THE WEDSES IN THE ANCHORAGE USING THE HYDRAULIC,SEATING DEVICE BUILT INTO I Iq J CATEGORY 1 12• SHEAR •INTERIOR ___.___-. .-._._.....__..-._._____-._...._._._._.__ ? : n I } � co THE RAM. I B • ONLY WALLS -REMOVE THE RAM. P4 YN ZM1EA:4M FINAL ELONSATION RECORD ELONSATION. ___._ : : I TEGORY ID Ia ADD -«4 I ONL .N.OJ VI 9.IF INGONVSTENGIES BETYEEN THE CALCULATED ELONGATION,THE MEASI.RED ELONGATIONAND THE JACK SUASE READING OGGA)R,THE JACK-SUASE-RUMP UNIT SHALL BE ........:.............:..............i..............i............G........1...............v...........,. BOTTOM xGA II "RECALIBRAM AN AGREEMENT OF WTHIN IS UNDER TO TRH OVER SMALL BE SATISFACTORY. - ---..._..-._ ADD.: ADD.: I: I I OvGOAT. Il10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 IFDIGATED ON TFE PLAGIND -- 2)-R4 70P{ (Z)-M;TOP{ CTEGO ]4' ' N4 DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WEN REOVIRED AD NOTED 2)-M4 OTT. C2,-«490Tr. I : N OR APP TOM ,(ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMLTANEOISLY IF IT CAN BE 9H01'N `-�I I` ' r� L•4'•Q'PAST L•4'-O'PAST I - f I CO)jFESUHU 1 z�l J F i., `i IJ THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF a v::'•I`J j PANEL:EA : PANEL:EYL 10'-4•: AZE S6DKNC ------- ------ ----- THE TENDON.THESE TENDONS MAY HAVE MORE H.ONSAnON AT ONE END THAN AT THE ........ ... ....._............ CATEGORY I,•LOW a hose plans a 3,IN .�Nn■......................:............... .............. PPlic 7 OPP051re END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE •(u`rJ PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN I.ENCTH5 MAY NEED T•D-WAY j; STRESSIN3.1 Q N 11.PARTIAL(OR EARLY STRE551NS)OF TENDONS,WEN REWRW AJG NOTED ON PLAN, SETTLEMENT,SEE SOIL NF�Ib L G here II aPPliceb/e a builtlln ulhoriza1O Iha FQQ SHALL CONSIST OF INITIALLY STRE%1N6 SUGN DESIGNATED TENDONS TO FORGE OF D000 4 T GASETTLEMENT I SEEB5 T� I�rIEjL� �� n Q W W Z LD AT(2 DLu AYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWNS U•WTI FINAL `l. STRESSING. IZ.ELONGATIONS SFDYN ARE DA^t7 ON.1O N{{xx++.MEP3LRED ELONGATION 1%UDER TO 1% OVER IS ACCEPTABLE.IF MEASURED ALON&A710N EXCEEDS TOLERANCE,CONTACT SOUVIS EN6IMEERINN3. TJ22X'1 9 TJ22X'I cotles °r aPProv Pens sn l . Perm1N ,(7�( IS TAKE SAFETY PREGAUT1. ION9 AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND GARAGE PORTAL GARAGE PORTAL CATEGORY III,•LbM oit1�CyvDLIUMn KM N be j�b�teRs� '�on O � BEHIND JACKS WHILE STRESSING TENDONS. OR NO DYNAMIC/DYNAMIC, IOJEF TfRJWi�ETTL�PI�4TU�ns Of m J e 9TRE991N6/HOLES SEALING NOTES I.THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2•(INC.MU DIAMETER WUGI 19 TO BE SATURATED ALLWIu4 GLEANOl1T5, "sIPnB O/ggch PROJECT MN.B@t SEE SOILS REPORT FOR LOT CATEGORY) 60339 FILLED AND SEALED WATER TIGHT. 2.USING A CUTTING TORCH,BURN OFF EXCESS STRAND 1/2'TO 5/4"BACK IN HOLE.BE WSUED DATE: GAREMIUL NOT TO DIREGT FLAME ON&RIPPERS.USE A LARGE HOT FLAME AND COMPLETE THE GUT AS QUICKLY AS POSSIBLE. S.AFTER TENDONS HAVE BEEN BURIEDHE OFF.T GONGRETE CONTRACTOR SHALL ORYPACK ALL INFORMATION FROM OI 2aI O BLOGCOUT9 WHIM 10 DAYS.A MOM-METALLIC,EPDXY MIX SHALL BE USED FOR THIS BASIC,PLAN APPLIED TO FIAT DATE: PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAD IS PARTIAL P.T. FOUNI�AT I ON PLAN ALTERNATE ELEVATION(UN.Oj OS/3�(/03 ACCEPTABLE. OPT. MEDIA (CATEC ORY I) sG,eHLs: ' '/4" rr-O" DRAWN BY. REVISION ev: 7EGMIGAL PARAMEreRs NOTES -DEFORMED MILD REINFORGINI6 GRADE 40(05{IVY)STEEL SHALL CONFORM TO A9TM A-615GRA.DE 60(s5 R BIG6E1v STRANDS 5HALL CONFORM TO ASTM A-416 POST TENS 1 ON F D OUNAT 1 ON PLAN -PROPERTIES OF I-WRE STRAND 1/2'DIAMETER SHEET N f cunMA7E 27o k.i 5GALG 1/4" ■ I'-O" =; .4 PLAN 2A CATEGORY 1,5000 S'2.1C -Es-p.l 2br500,000 -MAXIMUM FoRGE(D f pu)TO 55P000 OVERCAME FRICTION MAXIMUM ANCHOR FORGE(.T f P.)2b.9000 -UNIT ELONGATION PER FOOT 0D79'(PA POUNDS)(12 INC W:5)AREA E SYMBOLS LE SEND FOOTING DROP IN SLAB VERIFY PRIOR TO CONSTRUCTION -•-•-•-RESAR ff ® PAD GOUVIS ®X DETAIL N MISER ENGINEERING DETAIL SHEET N/1.9ER CONSULTING PAD SCHEDULE GROUP 4400 CAMPUS DRIVE 2'-0"50.X 16"THICK PAD W/(2)04 EA BOTT. NEWPORT BEACH CA 925M 2'-6•90.X 16'THICK PAD W(5)04 EA SOTT. NEWPOflr BCNC (949)752 W12 FAX (949)752-M 5'-0.50.x Ib'THICK PAD W/(4)s5 EA Boil. PALM SPM40M M 929-5090 4 S'-b•50.X Ib•THICK PAD W/(4)s5 EA BOTT, SAEED J.BEKAN(PE 4'-O.50.X la•THICK PAD W/(W s5 EA SOTT. RESTRICTIVE NOTICE TOE 0EMNA 0PAVAMMI16 AND 4'-6'50.X la'THICK PAD VI/(S)05 E.W.BOTT. T1014 A T C1 DLUMM PROPBTY OF OOINB B6G433Mq CONBIRTNO OROIM.A NL 5'-0'SO.X 16'THICK PAD W/(5)05 RA BOTT. MORMNfoN 8HOM M CGIBWBIINL TO ALL RECrEMM AND NO I+NRr OF T M ORAV N08 5'-b'SO.X lb'THICK PAD W(b)05 EA.COTT. CAN BE OOPIM TPANOR31M M N3fgOLICER NOR CAN AW 81RRTNFB W 9XT fr10N T POST TENSION NOTES 0tW Ir MTTBICOOK%LI OOIMB BW.®.W COfWILT.W GROW COPYRK*rr COWM ENMNEE W I. SEE SHEET Pr-1 FOR STRUCTURAL DESIGN NOTES AND TECHNICAL I COla (i101/ga0¢ PARAMETERS.SEE P05T TENSION DE516N PLANS FOR SPECIAL At1 FOOM REBBN® CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION NOTES,GONGRETE PLACEMENT NOTE5,TENDON STRES6ING PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES. REVISIONS STRESSING HOLES 5EALIN5 NOTES. 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DEW. I I I I I I I I PPOST TENSIONEDSN OU140OR ATON IPLL�A REFER To 1 O9na/05 TRUSS REV' _____J L----__ -- _J L_-- IJ L_ — ---___—_J L— -- —J L--- J L— _J ARCMITECTURAL(AND STRUCTURAL IF BY OTHERS)DRAWINGS FOR ------- ALL REMAINING DIMEN510H NOT SHOWN ON POST-TENSIONED FOUNDATION PLANS.r------� L O I I I I I I I I I I 5. VERIFY WITH ARCHITECTURAL(A STRUCTURAL IF BY OTHERS) I I I I I I :I I I I --- I I �I WILL LAN BOLT,HOLDOYN GALLOUT INFORMATION A L--- I \ I I 11 I I O 1 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZE$AND SPACING. S. S. REFER i0 DETAILS IS/PT-I,16/PT-1,I"1/PT-I A ID/TT-I FOR I I I I I u a \ I I I I I - i INSTALLATION of HOLDOrrs. Iq I I 1 I I I I I a b \ I I I I I I SHEAR TI 1 I I I I I I g~ \ 1 I I I I I PtYFE ANCHOR BOLT SPACING - 1I . .. ...............)...)...............................................)...)........................................... I. v r1 j I I I I I )•� -J I I i t I 'v - ® sro•o x Ir•aa'o.c. i -LL -F. ?-- -� Z----� L---J L'--------------J L--------------� Ix4o'C =3' ---� L---------------J L-------------J q1 No. WNT-ORA ry pri © S/a'm x 12'G 52.O.G. _ ----Z --I —Z ----Z ---Al —I r---------------I r--------------I r--- r--------------� r-------------� PI I I I I I I I I I I I I �`w ® Sromxl2 •12^o.c. m PI PI 1q m PI p1 I I I I I I I I ( 5"THICK SLAB I I I x OF 5"THICK SLAB TI I I I POST TENSION I I I I 11 � I I I � - ® 5ro'm x 12'•D'O.G. I I I I I I I I I POST TENSION I I I 5ro'm x I2• 1x =3 3 e" I I I 1 1 I ® W 5x aaIu�corimoc W GpIGfOte I I I I I I �T-�Y I I I ,J—l — I 5ro•m x IT M lb"O.G. I I I I II I I I I I j l I I i times./Sxb slll I I I I II ❑ I I I I I II I I �Q sroX6oc. UV L---J sides W 9X6.111 sill r L---J L---------------J L--------------J L---J L-__------------J L_------------J ZJ� �mmss 5/5 9X6 e3'0 a'OC. O O L- TABLE'A" SOIL EXTERIOR INTERIOR ADDITIONAL Q CATEGORY'- FOOTING FOOTING/RIS MILD STEEL IN EMBEDMENT OVERALL EXTERIOR A 'g"BELOW THICKNESS"J" FOOTING AND LOWEST INTERIOR ADJACENT FOOTING/RIB ZWIMPACO GRADE �D CATEGORY 1 12" 12"M INTERIOR SHEAR WALL5 ALL IPFOW4ATION FROM ALL INFORMATION PROM ONLY N.N.OJ Q BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO CATEGORY II IC'" 18" ADD 2-s4 Z P?�RTI?�L POST TENSION �OUND?�TION PLAN ELEVATION PARTIAL POST TENSION FOUNDATION PLAN ^L�A�°�A� nNAjm' WTTOM o.�`` O�a PLAN 2G (CATECCRY 11 W 1 11) SCALE : 1/4" = P-0° — - - 60RY III 24" 24°FOR PE! 4�- IL x V J PLAN 2B (G,4TECORY II 4 III) SCALE , I/4" - I'-O° CATE SCOTT"ZE4,^" AN J ~ CE V iliese .INC. W W plan CATEGORY 1:M LOW EX aR ® iUF2av�i tFW� G ION AM SETTLEMENT,5EE 501L5 R6 fbRrl Ta d. r adi�srence by all applicabl Ue a builtlin Authorizati to ie Z CATEGORY II,M t-EDIuH�bo%%4t 14 W/O D FBQ+Eiy� "7NG'bl i s F QQ SETTLEMENT,5EE 5011-S �j4h°eCkP�wAh'{€ Y) ~? La LUZz GATE6oRY III :M LOW n;'1 9 CCCCCCeeepAeee.'R5rrrrrr,BO��_"W,.of bemit based o L qJ == .Y. DYNAMIC/LIOUEFAZ OR W/O DYNAMIC)L1!EF �MGN�t All ESOR° f(l/10 `l ` d QM/ Na3IVF�L F1CflICe�.M�//��ed SATURATED ALLUVIUM GLEANOUTS, Is�Ons of such PROJECT NUMBER 5EE 5011-5 REPORT FOR LOT CATE60RY) 60339 ISSUED DATE 01/241/05 PLOT DATE 05/2')/03 DRAWN BY: REVISION BY: K.N. SHEET NO: S-2.1D SYMBOLS LEGEND roanNb DROP IN SLAB(VERIFY PRIOR TO G0119TRUGTIOTU ------- REBAR sv GOUVIS ENGINEERING e DETAIL EEN N DETAIL SHEET UMBER CONSULTING GROUP P,4D 5GHEDULE 1p 2'-0'50.X ID'THICK PAD YW C1)S4 EYL BOTT. 4400 CAMPUS DRNE NEWPORT BEACH CA 925M 2'6-90.X Ib•THICK PAD YV/(5)04 E!N BOTT. NEWPORT ECK (949)752-I= FAX (949)752-M 5'O"W.X ID'THICK PAD W/(4)05 EA 5OTT. PALM SPRIN06 (7B0)S2MM 5'-6'50,X 16'THICK PAD W/(4)05 EYL ISOM BAEED J BEKAK PE. 4'-0'SO.X 16'THICK PAD NV(S)05 EH COTT. RESTRICTIVE NOTICE g4 THESE OESIS DRARMD4 AND 4'-b'50.X 16'THICK PAD W/(5)05 E.W.50TT. SPECFICATENS AIE THE 00M.USNE PROP6TIY OF OOUTM ENOE�D19 OONSMTNO OIICIi,ANO All 5'-0'50.X 16'THICK PAD W/(5)•5 FA BOTT. IIFOPNMON SHONN M BO COIFOIAL TO ALL R!90 O ANO NO PART OF DIEM CMWN= 5'-6'S0.X Ib'THICK PAD YI/(6)A5 EA BOTT. cm BE 001"m TRksmwm OR RERi001,11=NOR CAN ANY STflUCRSF.B BE SUKLT FROM TTEI I P05T TENSION NOTES "umEN"""E"C°"E"T14 BoIVVM BISfGROUP CONRLT.D I. SEE SHEET PT-I FOR 5TRUGTU2AL DESIGN NOTES AND TECHNICAL COPYFK OIXNM BlSII�O PARAMETERS.SEE POST TENSION DE516N PLANS FOR SPEGIAL OOHBILTNO OIDIF 2= All FIGHTS IF-0EM/ED GON5TRUGTION NOTES.TENDON AND ANCHORAGE INSTALLATION NOTES,GONGRETE PLACEMENT NOTES,TENDON 5TRE551N6 PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS 5TRESSIN6 HOLES SEALING NOTES. —�— --- -- L------------- _—_—_—_—r--� —J L--- 1 2. VERIFY WITH ARGNITEGTURAL(AND STRl1GM2AL IF BY OTHERS) NO. DATE DEBG 1 T� T--, I DE516N DRAWINGS FOR ALL DIMENSIONS SHOWN ON I ! J L-——— — — ———— -) I _ L — J POST-TEN5101•ED FOUNDATION PLANS AND REFER TO ————— ———————_ I ARCHITECTURAL(AND STRUGTURAL IF 5Y OTHERS)DRAWIN55 FOR 1 FOJN•2ATION PLANS. I"-------1 I —� ALL REMAININS DIMENSION NOT SHOWN ON POST-TENSIONED TI {.............. -. I1 VERIFY WITH ARCHITECTURAL(AND sTRucruRAL IF BY OTHERS) I .......••..........••..I. L———J $HEMPRAH S FOR ANCHOR BOLT,HOEDOWN GALLOUi INFORMATION AND —' SHEAR WALL LOCATIONS. ) �� �: 1 ! O I ................................................................................................(.. I 4. REFER TO TABLE BELOW FOR ANCHOR BOLT 51ZES AND SPAGINS. Q ................................................................................................................... 19 I I I I Iy \•�• r 1 5. REFER TO DETAILS IS/PT-I,Ib/PT-I,Il/PT-I AND lb/PT-1 FOR 2YC I I _ INSTALLATION OF HOLDOINNS, TI I I TI I i X 1 \N I I x SHE AR ANCHOR BOLT I I 5"THICK SLAB I - T I I - I-' PANEL SPACING ................................................................................................................. I POST TENSION TIMEJ. — ———— ® 5/b'm x 12"•45'O.G. Ix4O'A -5" J J I I I I I I I I WHT-ORA i POST ITENSION� i T: 5/b'm x 12"•52'O.G. EW NO. PI PI PI PI I I I a W © 5/b'm x 12"•12'O.O. ® 5/6mxlr•6 oc. OF I Ix45'A =3 3 b 5/b'm x 1 I I ® H/5X ul n conLoct w/ WHT-ORY I 1 1 concre�e r---� j I ❑ I i i---i i j :eeswiemx6x�u 16'0.0. I ❑ I I I I I ! I /bmx12 012°00. �Q L---J I DeldeS w/5Xb 5111 Z W L----- -----------Jj VDp --------------------------_-----------J --------------------- f� /6'm x 12"6 b'O.G. Z-1— L—, L 1 In—r✓5X6 n111 F w a (((7a Ll TABLE'A" J J 501L EXTERIOR INTERIOR ADDITIONAL CATEGORY-- FOOTIN6 FOOTINO/RIB MILD STEEL IN EMBEDMENT OVERALL EXTERIOR .g"BELOW THICKNESS"J" FOOTING AND LOI-E5T INTERIOR ADJACENT FOOTIN6/RIB Z�/ W COMPACTED O O O ALL INFORMATION PR°M CATEGORY 6R2E SHEAR WALLL55 Q (L W ALL INFORMATION FROM ONLY(U.N.0) PARTIAL POST TENSION FOUND?�T I ON FLAN BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO �- g D CATEGORY II 11.1Ib' ADD 2-•4 ALTERNATE ELEVATION Nxo.I PART I IotL P057 TENSION FOUNDAT I ON PLAN IALTERNATE ELEVATION N.N.O,I BOTTOM x �Q �� _ BOTTOM 13 V PLAN 20 (ISA7EGORY I) SCALE : I/4" = I-o° PLAN 2B_(CA -FOR II) 91-A-E : I/411 = I'-ol o� � r7771 24" 24" ASP �App�p72-04 cot"., x AT 0-� W F• aPGlic plans h fS,INL, � F CATEGORY i •LOW�4OPtlIN ibMOTgg ACTION _ SETTLEMENT,SEE SOILR �IPCJTd IeCnAv FJdR a` IN Z Th I aPplicabl buy c Auth nce to _ GATE6ORY It:O 1E5?1 l 'MP�I�SION W�o�r�Y, 'p1e✓ae IY {�)@ F Q Q SETTLEMENT,SEE �uMgy p pan - Z V Y=S +r,F pa6Rlf,{bF0�la4)j4 ATE6(STtYI d;ng N J LuWWY �„.� p0' pXFY I Pe b L�fL Q� I Ul des �l GATEOORY III �"'_ # 16 l DYNAMIG/LIgUEFADfdW; I YL�31�ST YNAMIC/LIQUE 5 '�WQl/h M11161FI7 iA cabIlplory y/ nL n- JOR WO D NW SEE SOILS REPORT FOR LO7SATURATED ALLUVIUM NGATE60RY) a P'ovisipns of sgrle PROJECT NUMBER 6055-1 ISSUED DATE-- PLOT DATE OS/�'1/03 DRAWN BT. REVISION BN K.N. SHEET NO. S-2.1E SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER FOR SCHEDULE El"` SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OP DECK MEMBER PER SCHEDULE Liji SHEAR PANEL NUMBER,REFER TO SHEET SD.2 GOU Y 1S FOR PANEL TiPANEL LENSHT NOTED ENGINEERING ^�fj f/ 6� ON FRAMING<FGUNDATIOM PLANS. �f � `,y/ CONSULTING Y X DETAIL Nil-10ER X DETAIL SHEET NJMBER GROUP ' ! BEAM NUMBER,REFER TO 60UV15 j ! O ENGINEERING CALCULATIONS CAMPUS DRIVE "TRAP O KEY NOTE NUMBER +40DNEWPORT BEACH CA 1 2M I IB I I II y b BEARING WALL g NEWPORT BCH: (90)752-IIM CALIFORNIA FRAMING FAX (90)752.6= 12 4A PALM SPRINGS: (750)323-6080 4X& 4XI 4 4X'6 NT 4XI KEY NOTES >�AEED J.BEKAM PE CONTINUE SHEAR PANEL TIISQ1G11 WALL _ RESTRICTIVE NOTICE 5TRAP(5)OR HOEDOWN ABOVE THESE DEOMM DPAwpm,AND \ I I •-, { ,' Jl 15 1 f, O PLYWOOD ARI OPENNG PROPERTY OF ADIMe EPOM1439 q CONSULTING iiDli.AO SIMPSON T522FLUSH BEAM TO DROP BEAM FOg1ARON SHOWN IS ..__ __. A LL \ ALIGN WITH 5T O(5)OR FOST ABOVE a ��rTIAL TO ALL REF BOS - No OF THESE 131110UPAINGIS PROVIDE SOLID BLOCKING BETWEEN FLOOR _ O CAN BE COPED,TR418f8B1,OR 5 LINE OF BLOCKING MU EDGE NAIL. REPRODUCEA NOR CAN ANY 5EE PLAN FOR NUMBER OF BAYS T R CTUROUT S BEGU THI PROVIDE SOLID BLOCKING % Tm LOCATE TRI155 W/E.N. IL _ O PROVIDES CpWU.TN00ROUPEN�!0 Lip ,\ / \ 5 16 - __.. _. xSILL PLATE ALL RIGHTS RF9EW/ED • gG 212'-O" IO CONTINUOUS LINE OF BLOCKING 1) END NAIL 2 ')'/ 8A I UDDER SHEAR WALL ABOVE W/(U 6516 REVISIONS gA Q I 212'-0• 2 Ig 11 TRUSS HANGER BY TRU55 SUPPLIER N 1413 f CONTINIOU•'TIMBER5TRAND OR SPICE FER PLAN. NO. DATE DEBG I OT/I6/OB TRIl35 REV' � FRAMING SCHEDULE 6' X6 4X6 4X6 4X6 4X6 4X6OROPBM. DE516lED ROOF TRUSSES•24'OL.I� 211 Tro•DEEP 1-JOISTS.Iq-2"OL. II Tro'DEEP I-JOISTS a 16'oL. 2II Tro'DEEP I-JOISTS a 12.O.G. OII Tro'DEEP TJI 250•16'OG. � a 16"O.G.: O RIPPED V�PEP.FOOT TO DRAIN 6 qA I 8A A \ O 2 X 10 J015T5/RAFTERS a 16.O.G. ILQ$ LL it S O 2 X 6 ROOF J715T5/RAFTERS a I6'O.G. $i . X 6 FLOOR JOIST5/RAFTERS•24 O.G. ,pp w 26'-0. O 2 2-2 STUD FNo.I•Ib"OL. S 6�-O _ el4 pCN _ I 4 XYI 7/6 • < ,IB 13 L W 1 BM • OF B i 2A 5 11 - FRAMING NOTES TYP. ...._... . _.. 4 • / II ...�.. N 5 L�4'xll T .........-. I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS i.. • A s , ... RH �J -.: 7 .. (SN-I t 5N-2)FOR MORE INFORMATION II ~ 2. REFER TO SHEET 503 FOR SHEAR WALL SCHEDULE. ObX12-BOTT imli-l" ATL 6X6 6X6 ...... _... .. ._ : `' _ 5. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS. ry 10 UNLESS APPROVED BY 60UVI5 ENGINEERING IN WRITING. Q X - 7 14'-0• 4. USE SIMPSON'NUS'HANGERS FOR CONNECTION of•I•JOISTS TO O V 10 Z OTHER FRAMING MEMBER5 N.N.OJ. Ill I 'IB 6-0' IB77 5 �' 6A' I5 k 4X6 ? g S4 1 4 Z g qD 5, USE DETAIL II/50-5 FOR SHEAR WALLS EXTENDING TO ANY Z j OPENINGS. O W E d &T. t 10 6. ALL WOOD I-JO15T5 SHALL BE IN COMPLIANCE WITH THE PROVISIONS Q W W 9B qA 516'-0" OF APA PRI-400(PERFORMANCE RATED -JOIST STANDARD)OR DBL & 6US T AS 05055.QUALIFIED PRI-400 MANUFACTURES.'I"JOIST CAN BE Q N 1500a - NI' — 26 ANY OF THE FOLLOWIN6 LINLE55 NOTED OTHERWISE. V -( 5 MIN=8:_0" 7T�. 5 172"XII 7/6'Ls M W/E.- J-IV 12'-O I • 1 I I Z LOW O 4B j,� 2 I FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE ` ..1pp(: REOUIREMENT5,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS 6'-0" Y Q. y 2 a ARE RECOMMENDED WHEN SPAN EXCEEDS IS'-O'. "IE N] kq I 12 IB _ -. _. -. • Q: T ALL'LVL•MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWNS NN.0) n I T 9B 4X6 D BM �/— — O m 1 2 WAG MILLLLIASNIL A T In W qA qG: F 5D3 HU MICROLAM PARALLAM V O IEI qA 4A • 5 G.T!8 -60 Fb•-1 0 z W= lu 2 S 1' IT T 4 E.Lgx106 E•2Ax10AII y 0 W I \ 5 m I B/4" WA SHEAR, HALL SCHEDULE -.� 1 � A fl '� 2 6 g � wA 211A6 '� 3 0� IggT UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING GORE O l 1 :..2 _ WA 5 1/2' 1L SHEAR SHEATHING EPISE FIELD SHEAR SILL It FRAMINS ANCHOR WA 51/4• FOR PAf'4(�'ED ` L FIU /4'xll V6'LSL V PANEL NAILING NAILING CAPACITY NAILING A55'S,L550' BOLT SL RIM _-5 SCOI-T 7:By TYPE (GOMMOW(COMMOW (PLF) OR LTP4r SPACING B 4'-O' -- T " - WA T' FAZEKA �':Aye UANC[ F r IL qqgg�/ ese ® rate 5/15"APA 6 6' 6 dr '. /66 x 1C• _...._ _ 2 4X12 HDR: A p rll-EHt srRAIO Pb.2 pca s s foen wetl IlhRg C aI►N z rated •b'OL.•12'OL. Z60 •e'OL. •16'OC. •46' C. -...--_ -._.. ....-. _._ ans _'e 3 . qB ence © rate APA D d'e 6 dr r 'e x 12' 19 2 The Y all aPPlicable C,ry a bu,Utling Pets orizatio the IL Z W W Y Y 'AO •12.OL. 2 b b provaU F Q Q rated •4'OL•IZ'OL. •4"OL. •SZ'OZ. 1 2 b ssue t _ APA 6 dr 6 dr r ro'0 x 12• Ise ce I�'es. .nr mit " Q N O MO •10.OL. TJ22X'I 9 TJ22Xl PLY ap uan Pen t rated •B'OC.•IZ'OL. •S'OL. •12'OL. a •GEILI Proval o/these 9 ant'n� I g43 J =TD O f based fit a ` �ytMural Al a 9"OL.•10 d @'sOL. 600 •S'OC. •NNAJ ••6 OL?• / y�. GARAGE PORTAL .-YaARAGE PORTAL q 2 cotlh�sryYlllba�ola le al ca P lamitnp btheloaPPhCabo PROJECT NUMBER m J .1 or ® ro6'o x 12' r strvotur�I' IO 6ft db 10 dr D'10 O U OJ 14X OZ.N 1 in a va/iO. ncel the Provlslons o/ g` 605541 (•) rated •2"OL.•12.OL. a 2'OL. NNOJ O rJ suc ISSUED DATE A5/a APA 641 6 dr qbo to sh.eeroM"r.`rr e!oc 01/2q/05 sides noted •G'OL.•12.OL. delam decal 5x6 sill rka PLAT DATE 15/52•APA 10 dr 10 ar slle see aheQ ro•o x 12" 04/25/05 Mural I .,•O.G.12 OL. Ilan ���� ;� ;;�;;1 ROOF FRP.M I NC PLAN FLOC OR /FRAM I NC PLAN DRAWN er. REVISION er. Ig/y2'APA —.nee. /a'0x12• PLAN 2A SCALE 1/4" = 1'-O" PLAN 2A SCALE : 1/4" = I'-0" K.N. strvGtural I 10 dr 10 d'e 1740 WA trace#- sidas rpyd • OL.•12'OL. detail BX6 sill SHEET NO. (-)PROVIDE 5'NOMINAL OR WIDER FRAMING AT ADJOINING PANEL /� EDGES WITH NAILS STAGGERED. S- L ■ ' USE ASS 0 6'O.G.ON 51MIP50N STRONG WALL 49HARDY PANEL N.NO) SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER SCE!MLE SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE SHEAR PANANELEL WMINER,REFER TO SHEET SD3 GOU Y�77 1S FONIN FRAMIN FOUNDATI PLANS". ENGINEERING s DETAIL NJMIBER CONSULTING DETAIL SHEET NIMBER GROUP O BEAM NJI-IBER,REFER TO B0l1V15 ENGINEERING CALCULATIONS OX KEY NOTE HHWR NEWPORT BEACH CA 92OW EMEZEMMEM BEARING WALL NEWPORT BCHL ("9)752-18 2 ® CALIFORNIA AMING FAX YM)752-5921 FR PALM SPRIPK36. bB9)329-5080 0 0 0 0 o KEY NOTES BAEED J.BED PE. O CONTINUE SHEAR PANEL THROUGH WALL ... .._ .:_. ! \ "'.._.._ _ O STRAP(5)OR HOLDOWI ABOVE RESTRICTIVE NOTICE _ r f I ;I THEBE moo1 TION11A ARE GRAWTHE AW ECLUSIVE O PLYWOOD AROUND OPENING PROPERTY OF OOINB @NSNEBs10 Q IPIEWM SIMPSON T522 FLUSH BEAM TO DROP BEAM CONROMA0�HOWNR. ALL 1iONAL ON SHOWN FLOOR .... ../ ALIGN WITH STUD(S)OR POST ABOVE t AND NOCOIFLEMNL TO ALL PROVIDE SOLID BI.00KIN6 BETWEEN CAI!BEPCOPED.T0.V6FHEq OR EDGE NOR CAN ANY LINE OF BLOCKING W NAIL. RFPFIO011C�. n \// __ \ _ __ ©SEE PLAN FOR WWWR OF BAYS s BE BLL7 FROM 7F6A __.._..... __._..._ / PROVIDE SOLID BLOCKING VffHOUT VMTTEN CONSENT OF ENGINEERINGCON611LTN0 QGROUP a LOCATE T1t1135 Yl/E.N. COPYRIGHT pgMB ENGINEERING OONBLLTNO GROW 2002 PROVIDE Sx SILL PLATE Ali R01119 RBarvED OCONTINUOUS L NE OF BLAGKING W END NAIL UNDER SHEAR WALL ABOVE K/(I)GSIb REVISIONS ' (D TRUSS HANGER B1'TRUSS SUPPLIER 12 GONTINJOIY TIMBERSTRAND OR SPLICE PER PLAN. NO• DATE OESG _ .. ..., I 1 0l/16/05 TRUSS REV' y -- FRAMINCG SOHEDU 0 �� �'� -- -- ❑ ❑ __ __ -__ _ ._.._ _ ._ ._._. _.. - Oi OE5I6NED ROOF TRUSSES. L II 1/e•DEEP I-JOISTS.142"oz. OII 7M'DEEP I-.1015T5 6 Ib'O.G. I , r.. 111/e'DEEP I-JOISTS•12'OG. ^ i I 1\, II 1/e•DEEP TJI 250.16"O.G. .0 10 DECK J015T5•16'O . RIPPED 1/4"PER FOOT TO DRAIN e ! s 2 X 10 JOISTS/RAFTERS.Ib`OZ. O 2 X e ROOF JOISTSiRAFTERS a IS*O.G. E. . 011, 2 X 6 FLOOR JOISTS/RAFTER.S.24"O.G. ol FRAM I N6 NOTESCF I I I r -- - I REFER TO. TRUGTNiN_GENERAL NOTES AND DETAILS SHEETS (EN-1 t SN-2) Y _, RE FOR MORE INFORMATION 2. P2 FOR SHEAR WALL 51-HEPULE. •.. "'i 1... �, ❑ 5 REFER S ^6X& P BM , -- -- 3 PLYYJOOD SHEAR WALLS CANNOT BE USED AS PLIM=IDING WALLS. LLI O _J UNLESS APPROVED BY GOUVIS ENGINEERING IN WRITING. �Q(•-- 4. USE M'I HANGERS FOR GONNEGTION OF'1'JOISTS TO z Z OTHERR FRA FRAINGS M MEMBERS(U.N.0). W 5, LEE DETAIL II/SD-5 FOR SHEAR WALLS EXTENDING TO ANY A OPENINGS. A O 1"In b. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS � F W RD)OR •. - tu F A5TM P5055.OUALIFIED PR I-400 MANPAGTURESS I'J015TT CAN BE [[[JY OF APA PRI-400 a)))� FOLLOWING UNLESS NOTED OTHERWISE. J-i aY FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN GODS REOIIIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS ARE REGOMMENDED WHEN SPAN EXCEEDS I5'-0'. Q ALL'LVL'MANIFAGTURED BEAMS GAN BE ONE OF THE FOLLOWING N N O) N IL JOIST MAO MLLAN In N W 1 ' MfA-OLAM PARALLAM IL Fb•2600 Fb.2400 Fv 2"s FY•2qO d W E.Awo E•2.Ox10 O 0 W4 r i 1 5/4' WA IL W IL SHEAR WALL SOHEDULE WA 21VIb' O Igg1 UNIFORM BUILDING GODS/2001 CALIFORNIA BUILDING CODE --- I " '- WA 3 I/2' U- H FRAMING WA 5 1/4" O J J SHEAR SHEATHING EDGE FIELD S/RAR BILL R CLIPS ANCHOR 1- PAWL NAILING NAILING GAPAGITY NAILING ASYs1.550' BOLT C t - Lu TYPE (COMMON)( (PLF) OR L7P4's SPACING — — ._ ... ._ _. _ 2_ _. .. _._. _____-- W TIMBER STRAND Fb.6Y 9 OT 1 Y •S©�N(:F. _ ® 5/e'APA a d's a tlb '� S/a'O x IX ____ O C i rated .6'OA.12'OL. Z60 .6.O.C. .b'O.C. .40'O+C. __.__. __.._.__ .._.__ -PLF�100 ese pla i © no 5/e'e x 12" abl s A Z 5/e'APA a d'e a d% Y .12'OZ. a rek _ approval au fD issue rCinanCe. erenee fn ~Q Q DY all a buil AuI or! f a ~/Z W W Z— rated •4'O.G.12'O.G. .4'O.G. .S2'O.G. The applicable City ages rC ase Permit Pern" s tL T C 0 rate APA a d's a d9 MO d o Y .10'O12' OZ. .O. /2.x 12' a rssuaonca or grantin or r PPrpval = rated APA S.O.G. 12-O.G. •S'04. •(uxLOJ •O OL?• COnhs ShYllfbe �dtea°'I rN ncelrmit Prey Pmeapp�cable PROJECT NUi+BER (�J structural I 600 f ce. x 12" A 15/52w PA a ID a t 6 6 of. /sx°sf�n ne arons o�Se�h 60339 10 Wo 10 d's (�) ruled .2-0.0.a 12 OA. .2.O.C. N.NAJ t W roW ISSUED DATE '. ALL INFORMATION FROM ALL.INFORMATION FROM 5/e'APA D d'e D d's tss Sher /e•.x 12' BASIC PLAN APPLIES TO BASIC,PLAN APPLIES TO 01/201/05 sd.e rated ., DC,..12 OG 400 traIlll�neFr tr.)K 16 O.G. PARTIAL ROOF FRAM I NCB PLAN ALTERNATE ELEVATION N.N of PARTIAL FLOOR FRAMING PLAN Ad TERNATE ELEVATION N.N.O, detail detail 5X6 s111 PLOT DATE /e•.x 12• PLAN 25 SCALE : 1/4" r-o^ SCALE : 1/4" a I'-0" 1od>s loss PLAN 2B oa/2s/o3 15/52•APA see Sher sides I 1 .5'O.G..IN IQ. 1200 �er detail r ISX&sill DRAWN BY: REVISION BY: iC.N. 15/52"APA W d's 10 d's see sher /a'.x 12• s sata�tural 1 .2'01,.12'O.G. n40 WA de plr SX4 NII SHEET : (-)PROVIDE 5"NOMINAL OR WIDER FRAMINS AT ADJOINING PANEL ems/-L\3 EDGES WITH NAILS STAGGERED. USE A55 a 6'O.G.ON SIMPSON STRONe WALL 4 HARDY PANEL NxoJ SYMBOLS LEGEND ® POST OR TRIM MM A5 NOTED SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDU.E V ' SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OF DECK MEMOM PER 9GBWLE )21 5NEAR PANEL NUMBER REFER TO SHEET SD.2 G O U Y�71S 0 � GumATIOM LANE.NOTED ENGINEERING DETAIL NA-BER CONSULTING DETAIL SHEET IAIFBER GROUP O BEAM NUMBER REFER TO GOUVIS ENGINEERING CALCULATIONS 4400 CAMPUS DRIVE OX KEY NOTE NUMBER MEWPORT BEACH CA 92NO BEARING HALL NEWPORT BCH_ (90)752-TBY2 ® GALIFORNA FRAMING FAX (949)752-2"M - PALM SPRINGS: (/BO)929-5080 o 0 KEY NOTES I SAEE° P THROUGH WALL CONTINUE I i RESTRICTIVE NOTICE STRAP(S)OR NOLDOWI ABOVE THESE DOWNS.ORAWIRM AM So ARE THE EXCLUSIVE 1' I Ni -(' _L� I O PLYW00P AROUND OPENING PROPBtfVT GAF OOIMU B/O►8»q j O SIMPSON TS22 FLUSH BEAM TO DROP BEAM P*IDFCONSULA 0 NRp1 GROW,R'W 1 All r fB M ALL REC6 IPSENTS AND NO PAPT OF THESE CRAWINCIS _. 'PROVIDE 50LIID BLOCKING EETAE FLOOR f1BNOgIC81.NOR CAN MHY LINE OF BLOCtKIN&W Epee NAIL. © STRUCTURES;w ouLT FROM THEM SEE PLAN FOR W45ER OF BAYS WITHOUT WRf7B1 Cp18BR OF y; PROVIDE SOLID BLOCKING ao11Vl4 Bi0.✓FfIeq CONSULTING GROUP . _.. ._ _.... ..._ ._ 1.- oCATE TRUES YU E.N. . O L WPYIgR 6011Y1a B.3IHEEPNO - CaNBILTUHO aR01F IOtQ .. .,.. - I'v VIDE Sx SILL PLATE....... j _. PRO NL ROHITB OUNDER CONTINUOUS LINE OF BLOCKING 1) END NAIL UNDER SHEAR WALL ABOVE W/(U G516 REVISIONS II TRUSS HANGER BY TRU55 SUPPLIER NO. DATE DESC. 12 CONTINIOU''TIMBER5TRAND OR SPLICE PER PLAN. ' 1 07/I6/05 TRUSS REV' FR El � GHEDU - ?�MING S LE __._-' _ _._ -._ _ _.___- -- ..._ ...... - -.-. -. O DESIGNED ROOF TRUSSES a 24.O.C. II 1/D'DEEP 1-JOISTS°192'OL. O11 fro'DEEP I-JOISTS 6 16,04. - - O11 1/6 DEEP 1-JOISTS 6 12 04. 11 1/6•DEEP TJI 250 a 16'O.C. O - L - / b Z x 10 DECK JOISTS a O R J. ^ RIPPED V4'PER FOOT TO DRAIN _ _. 2 X 10 JOISTWRAPTERS 6 16'OL. 2 X 6 ROOF JOISTS/RAFTERS a 16'O.C. NO. E>PI 2 X 6 FLOOR JOISTS/RAFTERS a 24'OL. FRAMING NOTES °F I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS 5HEET5 _ S�. IEWI 4 SN-2)FOR MORE INFORMATION 2. REFER TO T 502 SHEAR NALL SCHEDULE. 4 ' '%'" �' bXb - bXb -bXl {0 II'-1• S. PLYWOOD SSHEAR WALLS CANNOT BE USED AS PPLUM13INS WALLS. •1 6� •6'-0' UNLESS APPROVED BY SOVVI5 ENGINEERING IN MUTING. 4. USE SIMPSON'IL5'HANGERS FOR CONNECTION OF'I'JOISTS TO OTHER FRAMING MEMBERS N.N.OJ. ZIn W IB 15 IB ' S 4 y S. Z J— I X al• r 6B 7 USE DETAIL II/SD-5 FOR SHEAR WALLS EXTENDING TO ANY 1 II OPENINGS. O W N xy 2 6. ALL WOOD 1-JO15TS SHALL BE IN COMPLIANCE WITH THE PROVISIONS F W OC ` 2 OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR Q 96 I ASTM 05055.QUALIFIED PRI-400 MANR=ACTURES.'1'J015T CAN BE - 2 PRA&TRUS6 .N. 4A I 2 4A ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. L J J x HUG FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.GORE tE F IFkEt RErO NMMENDED MEN SPAN TS,FOR BETTER PERPORMA EXGEEp 6'-0• "9 s-0'ER SERIES JOISTS X 1C 1 IC, ALL'LVL•MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWING(U N.0) ;;... .. 4XDDROP�4' 4XS DROP IBM T..4X8 _.. ... ... ... .... ... —[e _O• "`r, '.. _ TRU95 J015T MAC LLAH IL In 9B N W MICAOLAM PARALLAM IL .. M Pip•2600 F°•2 lL 12 E.•IA2x OSE•• W LLI 2.Ox10 O _/O W J 9A I5/4' A 2 ay O IL .. WA 2 1V16' 0 SHEAR NALL SCHEDULE Q 1991 UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING CODE - ' -" WA S 1/2' ._. _. .. .. _. ._.. .. _. .. .....: WA 51/4• SCOTT FOR PEgI.0 �,UAN FRMUNG - AZEK V SHEM SHEATHING EDGE FIELD SHEAR SILL IE CLIPS AWA40M BY A q,O CE lu — Thes FAME HAILING NAILING CAPACITY NAILING A35'sL560' BOLT WA 1' CIATES,UN F TYPE (COMMON)( (FLP) OR LTP4Y SPACING , cable ee /, E AL 3 rated A 0 V OL°2 OZ.. a b•OL. G 4D•OL• anc tl to is5 C'c. is ® 2eo •16•OZ. _._. _-_.. . . _. ._....: nMBvesT1:AI0 �lSOr r Fv+n4p� �E�dIA Q(� 5ro•APA 6 dY 6 dY bd's. /6•°x 12' •ovaU Q © rated •4.OL.a 12'OL. 'J70 •4.OL. •12'D.C. •32'OL. a Ae rssuan e } c�as. P n t ne,ry y" �—Z W W W Y rylF� 8 -atio 5ro•APA 6 d'S 6 d'S f S Sro•°x 12' PProval of I Penr"r or he nU �� I P nt <-1 x Z 41 rated •3'OL.°11 OL. — •3'OL. •10'OL. •12.OL. catles or ..rl Tat be Zia=etl U . I5/52•APA cotles s �nla res Structural I 10 d1 10 dy 600 • 0 6'OL. ro'e x 12' hall r canoe r ' Presume nt� ff�t F urhnrltY ro Voona ul:�t:on or the oe s:,ued to (L(L Ue valid. U the n re able rated •5.O.G.°12'OL. a 5.OL. NN4J G 6'O.C. Provisions �J've PROJECT NUMBER ® I5/32•APA 10 W. 10 dM Y S e 6'OL. D.0• h Structural I 6.10 till W. ALL INFORMATION FROM o yuc rated 6 2'OL°12.OL, a 2'OL. (U"i t rV ALL INFORMATION FROM ISSUED DATEI BASIC,PLAN APPLIES TO BASIC PLAN APPLIES TO Sro APA 6 dL 6 ds '°•'"°°r '°'°x 12' PARTIAL ROOF FRAM I NC PLAN ^L "^�ELEVATION""°' PART I AL FLOOR FRAM I NC PLAN ^`' '°�E'E ^T'°""N.°' OI/29/03 960 trarefer trargfsr 16'OL. S rated •S'OL.°12'or deta0 dowll SXb-III PLAN 2G SCALE : 114" = 1'-0" PLAN 2G SCALE : 1�4" = I'-0" PLOTDATE: IS/32'APA 10 d'S 10 d'S See sheer ro 0 x 12• 04/Z5/03 Nds►Mural 1 e •12'OL. IZOO Ita I°f de�I°r 'S;_NII DRAWN BY . K.N. I5/52•APA 10 d'S 10 dY See Shear /6•°x 12' el�s of q�l I •2•oL 6 12•oL. n4o WA ��u°r S.siH SHE . (-)PROVIDE 5"NOMINAL OR MDER FRAMING AT ADJOINING PANEL S 2.4 EDGES WITH NAILS STAGGERED. USE A55 O 6"O.G.ON SIMPSON STRONG HALL 4 HARDY PANEL(U.NO) SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED T V SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE SPAN AND DIRECTION OP DECK F$MBER PER SCHEDULE `�� 0 SHEAR PANEL NUMBER,REFER TO SHEET SD.2 GOUIS Y .;_, FOR FRAMING Fg1NDAL PLANS.1p✓. v; NOTED ENGINEERING HROUGH KALL DETAIL DETAIL NUMBER CONSULTING GROUP 11 O BEAM NU-1BER REFER TO 60UVI5 I ENGINEERING GALGULATIONS 00 CAMPUS DRIVE OX KEY NOTE NUMBER MNNEWPORT BEACH CA 02OW BEARING WALL NEWPORT BCH: (945)762-*2 rL; 1 La i_. ® CALIFORNIA FRAMING FAX UN 762-60W - � ^. PALM SPRINOb^. b6W 929b080 BREED J.BEKAA(PE KEY NOTES 15 O GON P 1' ..... _.._.__._.... .._..... 5 SHEAR E1 O.DO LAT80 TINUE P VE ... O STRAP(5) TRAP() I r,I. �).•.; �. RESTRICTIVE NOTICE THESE TIM4 IE THE D AND SI-ECIIPLYWOOD AROUND OPENING PFAXI Y OF OW E aNEEFt E VR Cmmmmo OF Gr4 QIORFBWO SIMPSON Ts22 FLUSH BEAM TO DROP BEAM .FOHUAITON SIMN a T I 4X6 DROP BM �\ ALIGN WITH STJO(S)OR POST ABOVE. AND NO OF THESE d Wll? 6 PROVIDE SOLID BLOCKING BETWEEN FLOOR CAN BE OOPER TRMWEIRM OR I, ( �: -I LINE OF BLOCKING W/EDGE NAIL, x .NO CAN FROM T ©SEE PLAN FOR NUMBER OF DAYS STM)OTUFES BE .WRITTEN CONSENT OF O PROVIDE SOLID BLOCKING aOIIVE EINSWO q CONBIILT.MT GF4UP O8 LOCATE TRUSS W/E.N. COpYRf.R G0 ENG94EEfRNO ooteaTNO O/1OUP= O PROVIDE 5x SILL PLATE ALL MON S 1EBEHVED O10 C INTINUOUr LINE OF BLOCKING W/END NAIL UNDER SHEAR WALL ABOVE W/(1)0516 REVISIONS II TRUSS HANGER BY TRU55 SUPPLIER 12 CONTINUOUS TMBERSTRAND OR spucE PER PLAN. NO. DATE DESC. I OV16/05 TZUf{REV' INFORMATION PROM ALL IrFORTMIATON FT:oM ALL INFORMATION FROM FRA�MI NG SCHEDULE BASIC PLAN APPLIES T BASIC PLAN APPLIES T BA51G PLAN APPLIES T PART 1 AFL FRAM I NC PLAN ��L PLANS N.NOJ PART ArL FRAM IN CB PLAN 10NAL PLANS NNOJ PARTIAL FRAM I NCS PLAN OPTIONAL PLANS NNE) p DESIGNED ROOF lsy ssES•24.OZ. or- OPT. BEDROOM 4 `-'CALM 1/4" = P-0" OPT. DEN SCALE 1/4" = 1'-0" OPT. MEDIA SCALE 1/4" - P-0" O 11,/6•DEEP I-JOISTS 0 192'Z. OII Tro'DEEP I-JOISTS•lb'OZ. 4O II'1/6'DEEP I-JOISTS a 12.OL. yO 11'UD'DEEP TJI 250 0 16.OL. �pp� ® p6 _.__.� _.. O 2 X 10 1/4"PlElt FOOT DECK JOISTS a O R y�IG _ _.___. -._.__ _. 0 T 21 IX OD JOISTS/RAFTERS.16 DRAIN PAv x80 �E/W�TYP. 1 "„ II 8XI0 DROP BM O 2 X 6 ROOF JOISTS/RAFTERS a I6.OZ. L—J L_J 2 X b FLOOR JOISTS/RAFTERS a 24.OL. F�L_J L__j b �� Q __--- o FRAMINC-7 NOTES F O e 0 I. SNFER SN-�TOS FOR MORE INFORMATION RUCTURAL GENERAL NOTES AND DETAILS SHEETS r�, cl ry 2. REFER TO SHEET 502 FOR SHEAR WALL SCHEDULE. -------------------- ----------- — ----"� GENT.4X10 12 5 1/2"x9 1/2'LSL -- r — 5. PLYWOOD SHEAR WALLS GANNET BE USED AS PLUMBING WALLS. V 1 1 : -: UNLESS APPROVED BY GOWNS ENGINEERINS IN WRITINi6. 4. USE SIMPSON"IUS"HANGERS FOR CONNECTION OF'I"JOISTS TO 0 •` OTHER FRAMING MEMBERS(U.N.0). Z Li USE DETAIL II/SD-5 FOR SHEAR WALLS EXTENDING TO ANY t J 0 1 .-... 6 OPENINGS. O W 0 WITH 1 ALL WOOD I-JO15T5 SHALL BE IN COMPLIANCE THE PROVISIONS — F Y 1 OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR a W \ - ._ _. _..-._ ASTM 05055.QUALIFIED PRI-400 MANUFACTURES.'I'JOIST CAN BE Q y ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. � FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.CODE REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER 5ERIE5 J015T5 p} ARE RECOMMENDED WHEN SPAN EXCEED5 15'-O'. /� ALL INFORMATION FRGM ALL INFORMATION FROM ALL'LVL"MANUFACTURED BEAM"CAN BE ONE OF THE FOLLOWING aJN.0) Z PARTIAL FOUNDA�T I ON PLAN BASIC PLAN APPLIES T BASIC PLAN APPLIES T ,RSS JEST W OPTIONAL PLANE NN.OJ PART 1 AFL FRAM I NCB PLAIN OPTIONAL PLATL9"•"°' MAC MILLAN p f OPT. DECK ---- SCALE 1/4" = -0" OPT. DECK MBGROLAM PARALLAM 0 SCALE : I/4" = I'-O" Pb.2600 Fb•2400 E�I.92x OB E•2�10 n co)o W SHEAR WALL SCHEDULE 1 A WA WA 2 IIA6' Z O 0 B_ 199T UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING,CODE - - — ' WA B I/2' SHEATHINGEDGE F ELD 9HGAR SILL R I.LI IP9� ANCHOR A,ChM I.J "l F WA 51/4• SCOTT FClr FF JAI, SHEAR PANE NAILING ILING CAPACITY NAILING A55's,LS50' BOLT _ _ - /+ ti �E O TYPE COMMON) (PLF) OR LTP4'. SPACING __._..-__._._ _.__-___ WA l• BY ° eon �:;C1.1iES,INC. � H 5ro'APA 6 dr 6 tl', bdf s 5/6'O x @' these rated •6'OL.•12'OL. 260 •6"Of'. o 16'OZ. 0 46'012 cable '�1+ LIA7E J/ U TMBER STRAND ybZ''ylf4nte s `RV�eyv. I rB+tld�7�j[ e © 5ro'APA 6 d'. b dL b 5/6'O x 12' rated •4'OL•12"OL. 550 •4"OL. •12'OL. •52'O.G. P al nll aF I I I -1d e 5/D'APA 6 d'. 6 d'. MO E •10.OL. ro"O x 12• i.,: P I I suanr ° c ePerm t ba a ndiny z U Liz 9 rated •5'OL.•12' lb OL. 0 5'OL. o IZ OL. � Cj O , ,I oI be COnst.0 o On n Q Q (i • 1 al I •10 Y I,•,II L rN ov�tshe aPPliCtlbl 504.•10142 OL. 600 'o x 12' Pem5/52'APA a 6.OL. 5roC 6OL. to IL J the PROJECT NUMBER ro'o x 12' r ons ® I5/52'APA 10 d'. Io d. •1. O.C. b"oL. 60339 xann C) ��Wral 1 6 2"OL.o 12'OL. 670 6 2.OL. NNAJ tact r i i ISSUED DATE ""APA O d'. b d'. o s4v .se shoo, /6•0 x 12" n Al. voted •5 oL.a 12•oL. "" tre,,.Ner trm.N.r lb"OL. 1 OI/29/03 !l1111 detail dotall 5X6 sill .l� - ROT DATE 05/:23/03 I5/52•APA p dY 10 d's see shoo" I"o x 12• strVGtIT01 I •S OL.0 12'OZ. 1200 t mWor WmWor l2"O.C. DRAWN B'11, REVISION BY. rototl deton dstall 5X6 sill ALL INFORMATION FROM K.N. - Wo to d's n4o wA •••twH.sli a o.G�• OPTIONAL PLANTS N w 0) SHEET NO- . robed QL.12 DL. "tall 5xs PARTIAL FRA M I NC PLAIN (-)PROVIDE 5•NOMINAL OR WIDER FRAMING,AT ADJOINING PANEL OPT. DEG SCALE t I/4" a I'-O" NA !i EDGES WITH NAILS STAOSERED. S_Z\5 USE A35 a 6"O.G.ON 51MP50N 5TRON5 WALL 4 HARDY PANEL(U.N.0) SYMBOLS LEGEND ® POST OR TRIMMER A5 NOTED ��--/0%�-♦� SPAN AND DIRECTION OF ROOF F£MDER PER$G/W" SPAN AM DIREGTION OF FLOOR ML-MEER PER SOWMI_E SPAN AM DIRECTION OF DECK MEMI ER PER SCHEIALE � v SHEAR PANEL NUMBER,REFER TO SHEET W-2 GOU Y�J 1S QFONN FRAMIN 4FFO NDAT�PLANSNOTED ENGINEERING ®X DETAIL NMBER CONSULTING DETAIL SHEET WISER GROUP O BEAM NUMBER,REFER TO GOLMS ENGINEERING CALCULATIONS 4400 CAMPUS DRIVE KEY NOTE MR-am NEWPORT BEACH CA 92680 BEARING WALL NENRORT BCFL' (949)762-1&12 ® CALIFORNIA FRAMING FAX: (949)752-M PALM SPRING& (7SU)523-6= KEYNOTES WEED J.BEKAA PE OI CONTINUE SHEAR PANEL THROUGH WALL O STRAP(5)OR HOLDOYN ABOVE RESTRICTIVE NOTICE THESE DESIGNS.DPAWh%/YU O PLYWOOD AROUND OPENING SPE(sICATxm AE THE EXMAOW MIPEM OF GXU ENGIESIM ®SIMPSON T922 FLUSH BEAM TO DROP BEAM CONaATING gyp'A NL eeatMON SHOM/N R ALIGN WITH 5T.V5)OR Po5T ABODE t COIF EINM1 TO� O5 PROVIDE SOLID BLOCKING BETWEEN FLOOR CA HOP OP OF THESE ORAYV OR 1 BE COPFOF T THESE V OR © LINE OF BLOGKIN5 YV/EDGE NAIL. F&FRODUCFA NOR CAN ANY SEE RAN FOR NUMBER OF BAYS WnNdlT WWrEN 0014SENT OF O PROVIDE SOLID BLOCKING 00UJ16 ENOIEENVO CONBLL fM GROUP O LOCATE TRUSS YV/E.H. COPYRGHT GIXMS E N INEEFM O PROVIDE 5x SILL PLATE GAIVeULTIV(i GRWP MOt I uL RGIIIS 1 10 COKTINUMS I NAIL UNDER SHEAR WALL ABOVE W/(1)0545 _ REVISIONS II TRI155 HANGER BY TRU55 SUPPLIER 12 CONTINIOU•TIMBERSTRA-0 OR SPLICE PER PLAN. NO. DATE DIES' FRAMING SCHEDULE OI DESIGNED ROOF TRUSSES b 24.OL. O11 Tro'DEEP I-JOISTS 0 Iq.2"OL. O11 Tro'DEEP I-JOISTS 0 16,or,. OII Tro'DEEP I-JOISTS 0 12'D.L. �_____._. F71 6 11 T/b'DEEP TJI 250.Ib•OZ. 0-r-401 r1O RI 10 v°4O'KPHJOISSTS o D Z.2 X 10 JOISTS/RAFTERS.Ib•OZ. r' I / 2 .IL2 X b ROOF J01STS RAFTERS e 16"OZ.2 X b FLOOR J019TBrIRAFTER5.24 OL. SD3 OJ (5 In"xg I/2" 1/Z•xn-I/b• FL IN NYE.N. I ' 5 !LSL HDRFRAMING NOTES — i / ) 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS (SN-1 t SN-2)FOR MORE INFORMATION 2. REFER TO SHEET 502 FOR SHEAR WALL 5GHEWLE. fp PLYY4000 SHEAR _ _ /� 3 UNLE55 APPROVED BYLSGOW CANNOT NGINEERING IN WRITIN5.ELLS. V/ 4. USE SIMPSON'IUS'HANGERS FOR CONNECTION OF-I'JOISTS TO OTHER FRAMING MEMBERS N.N.0). Z 6.T.•D W EI ( 5, USE DETAIL II/50-5 FOR SHEAR WALLS EXTENDING TO ANY Z J�f OPENINFf�. 0 W of - - 6. ALL WOOD I-JOIST5 SHALL BE IN COMPLIANCE WITH THE PROVISIONS O N OF APA PRI-400(PERFORMANCE RATED 1-JOIST STANDARD)OR S y lil A5TM 05055.OUALIFIED PRI-400 MAWFAGRE5.'1'JOIST CAN BE I� y Q N ANY OF THE FOLLOWNG UNLESS NOTED OTHERWISE. J J FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN CODE { { REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS ARE RECOMMENDED MEN SPAN EXCEEDS 15'-0'. ! i ALL'LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLI.OWINS(UNO) I! 4X_I4X_I _-• - . . .{ TES JOIST 2- Z N _ 10'_� W ABV: MICRO-AM PARALLAM b b FF��RR Pb.2600 Fb.20100 v �_ SD I 5D I9 Pv 285 6IF—2q0 CO(L W 5p E.I.M E.20x10 Q ll- TJZ2X'1 9 TJ22X-I TJ22X-1 q TJ22XT ZL UV GARAGE PORTAL GARAGE PORTAL GARAGE PORTAL GARAGE PORTAL 15/4' WA 0 LI E'u Q- SHEAR WALL SCHEDULE wA 211/16' o_j Oo(L i+ Igg9 UNIFORM BUILDIN6 r.ODE/2001 CALIFORNIA BUILDING CODE WA 5 1/2" 914EATHI EDGE FIELD SHEAR SILL It 'LI 1FS� ANG40M Z PANEL NAILING NAILINI9 GAPAWTY NAILING A'.%'•L560' BOLT ALL INFORMATION F OM L INFORMATION FRO WA 5I/4' r'.t:.• .. ' ll--t' W ttPE (GOMMOW(COMMON) (PLF) OR LTP4* SPACING BASIC PLAN APPLIES T BASIC PLAN APPLIES T WA T• H)' `l ~_ PARTIAL FOUND T I ON PLAN OPTIONAL PLANS N.N.D) PARTIAL FRAM I NC PLAN ""°) ® x� : 1/4 1'-0" a z z 5ro•APA a d'• b tly r. /e'o x IZ• SCALE I/4" = I'-O" /Uy { „ = a nn rc s e 1 hava,,e . ry rated .b'OL.a 12'OL. 26O ..•OL. •�•OL' •4D'x 12 PLAN�N 2—✓R S LE OFF I GE TIMB�STRAIO �• aPPLcabU ;,r Z L Z_ PLAN 2-BR (5,4LE OFFICE) ) W uance pr -'Ps. uenrl,rrg W 5/b'APA b tlY b d'e yyO 6dY b 12'04, /b•O x 12' Y all approval these rated •4.OL.a 12'OL. •4'OZ. a$T OL. p henr Uss U V u'Ir'.r v F r I II Z rated •5'OL.a 12.OL. •5'Of- •10'OL. •12 OL. aufhest r atlpna ve a'ny svi lationO1 b consasetl Pn tub-4- a Q 4qO5/b"APA b d'e D d1 bd'• Sro'o x 12' of granting structural 1 10 d'• 10 dY 600 6dy s •b•OZ. 5ro'1 x 12' cooes shallt or orate pr° Permit the apPUic tl to IS/52'APA orit o vi nce. Nn of True 1�_I IS/52 APA •S.OL.•12'OZ. b 5'oL. NxoJ 6'Oo��• ba valio, a`rcel tha Provis ons of such 3gPROJECT NUMBER ® Wrol I 104,'s 10 d'• Sio bdL b 6'OL. % III Y1 b 2'OL.b 12.OL. •2'OL. NIA) Vy ISSUED DATE- 5/0" APA D d'• b dL eee eheir ro'e x 12' slGe rated •3'OL.b 12'OL. q60 Madr traMlsr IS;O.G. O 29 O detail detail 5X6 Will PLOT DATE 15/52'APA 10 tlr 10 d'e a ese.hear ro•o x 12' OS/23/03 ' structural 1 e 5'OZ. L.12'OZ. 1200 Mader MaraPer IZ'O.G. rated Natal detail 5X6•III DRAWN BY: REVISION BY: 15/52"APA 10 dY 10 dY Wee Oh— /bee x 12' . at Mural 1 e 1'OL.•12.OL. IT40 WA uvropdowIF 6X°b sin SHEET NO: •(s)PROVIDE 5•NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS 5TABOE CRED. III O-3 USE A55•6"O.G.ON SIMPSON STRONG WALL 8 HARDY PANEL(U.N.0) SYMBOLS LEGEND FOon" DROP IN SLAB NERIFT PRIOR TO CONSTRUGTIOW —.—.—.— REBAR )w ® PAD NRIBER GOUYIS ENGINEERING e DETAIL NIMBER CONSULTING DETAIL SHEET NIMBER --- --- GROUP P4 \\ PAID SCHEDULE aao CAMPUS DRIVE I 2'-0'S0.X I2'DEEP PAD At(2)+4 EYL CA 928M r--- P4 NEWPORTB(>L (949)752-1W ___—___ ----------Z_ J FAX (9 L 2'-6'S0.X I2'VeEP PAD W/(5)04 E.W. 49)762�921 1 r �r-------------- —_J — --_-.� ❑ — -- ---- j I 10'-b' I PALM SPFMM (790)W-15M Oy_y pa I 2'-0'50.X ID'DEEP PAD YV(2)•4 EA — ___I ___ I 12'-O` I '�_.__..1 SAEED J.BEKAK PE. ;�I a'_O• I I i !I; (2)-M5 TOP! '� TH/ 2'-6'50.X la•DEEP PAD MU(5).4 EA. I M 1 2B F J r j (2)•5-BOTT. I RESTRICTIVE NOTICE 5'-0'50.X la'DEEP PAD YV(5)04 EYL T�DENS�WQA AM • I D I 1 -,:.' (:.%;. (O�7Hgl4 EY1. PROPERTY OFacme BRIO,lu Y.Z/5 1 I IB % 1 5D 5'-6'S0.X ID'DEEP PAD W/(4).4 EY'l. 1 .)Emnw ON SHOWNGROW. ■ I DI I 1- wo No vwR OF n�sE olurRNO. j 1 3 b'-O" W-O'50.X lb"DEEP PAD W/(4)M4 E.K C 1)NO P VL 7o ALL Raasn• I I I I ADD a*5 TOP 4 ez#5 BOTTOM - 1 i CM BE OOPEO.TRMIBfERIA OR REPRODLK=NOR CAN ANY _ 1 I °I�O pAST PA L 1 1 5'-6'50.X I6'DEEP PAD YV(6)05 EA gTq CRPES 9E 9XT FROM THM • 5 5-a ", r 1 I I aOIMs ENR!®IM CONSILTI G �w 4 1 P4 i i 0 1 4 FOUNDAITION NOTES wRNaT °'�"° OF -.:�, corrRkalrt oaNl.ENdlFBekT 1' L J 1 I ❑ TYP. 1 1 I. REFER TO SECTION SO OF 5N-1 SHEET FOR ALL FOUNDATION NOTES. CON&LTM CROUP 2002 1.Hp/4 I 1 h I 1 RESERVED 25 2, REFER TO DETAIL 15/5D-I,16/SD-I,IT/SD-I AND I6/50-I FOR RIGHTS INSTALLATION OF HOLDowaa. S. REFER TO TABLE BELOW FOR All H BOLT SIZES AND SPACING. REVISIONS II� I — NOL— Q 1\—(2)-•5 TOP t I i _— ____ I pK T I ��6/05 TRUSS REV' 11 I L2)-.51 PAST I I r_______ _________ _____ ____J--_J__ _--__, I ____ J TYPE ANS (2)STHDI4 E.W. I 1 M I 1 ___ ___—_ 5ro'exl2'e 49'O.C. L-----------J -- ---- ---------, srov x 12 •5r oG. 1 I _ I a' 1 © sroY x 12'•12'OO. 6ro•e x 12"0&'OO. ---, ® ro'e x 120•16'O.G. 11 ��_ W 3X�M contact W _....._...' I concre Sro•e x 12••16'O . .-1 I • W Sxb NII 19 �1 -✓ _._.......I, r PI — x 12'a 12'O.G. No. ALL INFORMATION FROM i r— ,II Ii I I L • w 5X6.11, N PAN oPTIIONAL PLANS N.O° PARTIAL FOUNDAT O L -- ---- -------- ------------- II 1---- SCALM : 1/4" - I'-O" _---J ( ----- � IO -----i •eOees ezb:u •e oG. ��oFCNx OPT. UNDER BEDROOM � — �- , 8'-0- I I I I e1-2o• I ♦ RCH. y I 45Li Q \ ♦\ 1 SD I 3B i-- ❑ I ______— I \ \\\_6•I it 1 D 121.5 TOP 4 r z_Q .. L_ __ I _ I L D W5 BOTTOM - I_ I -q 0 W N l SD i _— T----� _ -.. L _ _ _ L•9'-O"PAST PAtL E/W. U PS I F - — I Z awtu ______________ ______ II I Pa 1 I I �Q> r-- I NI a 1IIIH. 2B I 1 I L__J e �rI I ae I I MIS r -T 1 c I i i i I I O WO ------ --------------- rw I 11 j�(2)-05 TOP t 12)-•5 BOTT. I I DI APFIq� L=9'-O'PAST I i TJ22X0 9 TJ22X7 FOR FFq!.:.i f E0 Z O U 1 II i l2 THDl4 El L I I 6ARA(5E PORTAL 3 6ARA5E PORTAL SCOTT FAZEKAS A DANCE rq'' 12 2 I I rr____ 1 I I gy `S50ClATES,INC _O � w • 11 i 2-3" j 4-0 I 1 1 1 L_________—_J I These�Il ns hev e D aPPlrca a cotles b en DATE LLLLLL"' evi ______� hereby and orrl: °r dherenc-- Q m Q \ I 1 _—__f--- 1 aPProval by ailetl to Issue Aulhori °t Q Y all applicable CiI LL 1'�''l ding Fermi iatlon Issu Y°geim,es. t Pentl/n9 Z Z W W Z— aPrPr°val olclhese 9ranhng �r; � TW()ZR sed c dhoritO r"'di"....des l rN°vsr�.rt r;n° 7h°a s�ruecl to O r(`=��)J1 W codes shallibe VOlate or can�elr tltll P'esomedPPPlicable `�(a J FOUNDATION PLAN afitl, a provisions of s9 ve ch PROJECT NUMBER PLAN 3A 60339 ISSUED DATE PART 1 AL TO PARTIAL 0I/29/03 ALL INFORMATION PROM ALL INFORMATION PROM PLOT DATE FOUNDATION PLAN BAICM-ANPL MP9AN. FOUNDATION PLAN 0�ONA PL NN.o� 04/.25/03 OPT. BEDROOM 8 Se—ALE : ia" = I'-o" OPT. DEN SC-Al : 1/4" = r-o" DRAWN BT WvISION BY', H.P. FOR 54C, ELEV. ONLY FOR 540 ELE\/. ONLY SHEET NO. S-3.1 SYMBOLS LE6END FOOTIND DROP IN SLA15 NERIFY PRIOR TO GOHSTRIIGTIOW REBAR ff ® PAD RA4BER GOUVIS ENGINEERING e DETAIL CONSULTING DETAIL SKEET NUMBER GROUP PAD SCHEDULE 4400 CAMPUS DRIVE MEVPORT REACH 2'-0'50.X 12'DEEP PAO W/(2)04 E.K CA 92M NEWPORT SON: (90 752-SE 2'-b'So.X 12'DEEP PAD Al(5)s4 EYl FAX (90 752-M PALM SPRING& 00 92M= 2'-0'SQ.X ID'DEEP PAD W/(2)M EYl BALED J.BEKAIA PE 4 2'-b'SM.X lb'DEEP PAD W/(5)s4 EYl 5'-0'So.X 10•DEEP PAD W/(5)04 EYV. RESTRICTIVE NOTICE PM DESIGNS.DRAMAS.MO SPE:FICATIDIIB/OF THE ETICLUMYT 71-6'So.X ID'DEEP PAD YV(4)•4 E.W. PRDVEWT OF OO"EN01439M CON%L704 d101P,AND N MFORMDW SHOWN 8 4'-0•SO.X ID•DEEP PAD YV/(4)04 r.K L TO ALL NLOFIENT* AND NO PNR OF THESE DPAWNOB CAN BE COPIM TMNDEiED.DI NOR CAN ANY 5'-b'50.X IH'DEEP PAD W/(b)45 EY1 BIRu,�BEBIB.T F THEN WffHOtTr WRITTEN OONGM OF i i I' ------ o I FOUNDATION NOTES T - ---- -- r---� I ---�'--T----k\ ------- ----------- T ---I ---- g —_----- I. REFER TO SECTION HD OF SN-15HEET FOR ALL FONIDATION NOTES. R(Me MEWED �____ _ _____ i 1 I r----------�Ut ------------ , --- —_J r-------_-- , 2. REFER TO DETAIL IS/SD-I,Ib/5D-I,I/SD-I AND 165D-I FOR ❑ ———— — — I a INSTALLATION OF HOLDOYN5. F ------'J < I I _ L, P�-----------J , S. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPA-INS. REVISIONS NO. DATE DESC. 5B I i I I 1 I I PEAR ANCHOR T 1 0'7/I6/05 TRUSS REV' L SPAZNS TYPE A s/b•o x 121•4H•OZ. I , A s/b•m x 12•a 52'04. I 1 _.. ,. LI ® 5/D'm x 12'�12'O.G. r— l r 1 r 1 1 I �--AGO rc I I I r--�G , Q 5/D'm x 12'•D'O.G. ° I I I t L__J x�niontaas�✓ Ids!W 3X6 sill eou, s/b•O x 12••1b'Oa. '101I I I I s/b•m x 12 12 OZ. I , , elder W SX6 s111 II I I I s/D•O x 12'a b•O.G. J I , ebOd„W BX6 sell ��or jr--------------------------- , r -------------------------J ED------) I L I - r--- L 1 — H r------ L, I I � 1 OPE , i SLOPE I Z O V R ARCH L , I PER ARGH'L , O N tJ— lot H H W ® 5-b' T'-s• O m W � z LY i lu ALL INFORMATION FROM —� 0 ALL INFORMATION FROM BASIC PLAN APPLIES TO a PARTIAL FOUNDATION PLAN BASIC PLAN APPLIM TO PARTIAL FOUNDATION PLAN ALTEFt"TE ELEVATION KO ALTERNATE ELEVATION 01NN-0 SCALE 1/4" = Ir-0" () C PLAN 3G -- ----VALE : 1/4" = 1'-0" PLAN 35 �m v J FOR PF r.,.. O J SCOT?FAZEKi75 r,•bdOCIATES M I TBhese plans have tN0 LLJ l� nrncable cones beer,w -DATE to F-Qd Y B W VZ—R r v IbV all P 1 ais I I:ler A fl riz ti n `l� ��YJ 65Ua fe p t PB [linp al Ot th 6i ( 1 I n n. Q p t or apl- 1 i t based on �� � IOU I nol b 'rroril o� r r l'on of truetl �3 cones s r to iolata o 'vo t:,�nn l 1ne appI,c,Ibre PROJECT NUMBER hall be r. oresunleo to vautl, a the provisions of sg p 60339 ISSUED DATE 01/261/05 PLAT DATE 04/25/05 DRAWN W. REVISION SV: H.P. SHEET NO. S-3.1A ��Iti PIPI f] •�TIR�T'ON NOTE 1.FOUNDATION DIMENSIONS ARE EXTRACTED PROM ARCHITECTURAL DRAWINGS.SOUVIS ENGINEERING CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE LE DIIHENm101/5.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE SYMBOLS SSENP ARCHITECTURAL DRANNGG AND MTN FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION ADD SIZES OF All ANCHOR BOLTS,HOLDOWN'J,EMBEDDED STRAPS AND FRAMN6 FOOTINIS MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ----- ARCHITBGTURAL FEATURES,SUCH AS BUT NOT LINT®TO ORRE55ION7.SLOPES,5H PLVE, PATIOS,PORCHES,ADD STOOPS. DROP IN SLAB!VERIFY PRIOR TO CONSTFLCTIONI 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO 5 SPACES AT V-6 1/2'2 Of, SPACES AT 5'-6 In'OC PABRICATINO GABLES.COLOR CODING OF GABLED 19 ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS,OPTION.ANY DISCREPANUES IN,BUT NOT , • -•-•-- LIMITED 70,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION % I X54'A-•4 1/6" X5WA-•4 I/D' X5T'A •4 3 H' IxS3'A •4' -REBA'R DESIGNATION SMALL BE BROUSHT TO THE ATTENTION OF 60WIS ENSI EERINS PRIOR TO RED-BLU YIH(T-PNK ORA-SRN FABRICATION, PAD Na•,BER GOUVIS 5.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON Ix3H'A •2 7 D' S5'A • IxORA •4 I/H' Ix55'A-4 I/D' TE PLANS AT CONTRACTOR'S OPTION.FOR ANCH10RAM OF ENDS AND GENERAL TENDON RED-FUR - �' ENGINEERING SUPPORT LAYOUT,SEE DETAIL(4/PT-I),O/PT'-I). W(Z)r4 TOP ®X -L- SUPPORT EIER 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN CONSULTING SHOWN OTHERWSE DETAIL SHEET NUMBER ______ __ ___ GROUP S.DIMENSIONS ARE NOT FUMISHED TO SIMPSON HHOLCOWiS.IT IS THE RESPONSIBILITY OF THE G4NTR^'-1-V SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE 1 /18' ----� \ CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION REFER TO DETAILS P>4D SCHEDULE FOR PROPER INSTALLATION P2 - 'T•t'�DI2 O.GB•_.\� MOOWAMPIB DRIVE EACH 6.PROVIDE MS,N 24'DOWEL•24"O.G.AND 12"PROM CORNBC4 AT ALL CONCRETE 2• r- 1 2• I t 1 ID- STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF CA 92OW POST-TENSION SLAB UNIX-*NOTED OTHERWISE. r---� I I I ;.............:..............4•••••••• ..... ......•••• ••• •.........••••••••;.•••••••••••••(•••••••••••••{..L...... �y ............ 2'-0'SQ.XID'TIIGK PAD W(6)n4 E.H.BOTT. NEMPOR'T BCNi (9491752-1612 7.ADMIXTURES IN CONCRETE MIX CONTAINING 4ALGUM CHLORIDES SHALL NOT BE USED. I I I I I - -----� D.REQUIREMENTS FOR PRE-9A7URATION OF 9U55RADE SOILS AND DAYLI61iT SETBACK OF I I r ?____t___-T Z `f f_,____ __IH J .. L T AL, D EXTERIOR FOOTINGS FROM ANY DESGENDIKS SLOPE SHALL COMPLY WITH 501E REPORT _-1 ❑ ____ I :I 1 I .-- 6-0 FAX (94YI 762b921 RECOMMENDATIONS. -�' :1 22'-'�• I ( 10'-D' i I 'SO.X Ib'THICK PAD W(4)05 EA BOTT. P 929 q.ROOF/FLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY _ __ ' PROHIBITED TO Be IMPOSED ON',:LABS PRIOR TO STRESSING.0E61N WALL FRAMING S -;- -, r : : : � S-6 INDICATE MIN 2000 PSI STRENGTT. 12" 12'-0 I ;I I I 1 ( t -_-_: 'SQ.X ID'THICK PAD W(4)MS E.K.BOTT. BASED d BBCAIA PE R 7L P IF CYLINDER BREAKS : DAYS M7E CONGRE OUR, I I .... ............ 10.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,GONNGRETE PER r .... "'1 '�'.. �'"t' ....t••k.......,.... ....'I'.: PLACEMENT AND 9TRE891N6 OP P09T TENSION TENDON4. -- I I ., 4'-0'SQ.X ID'THICK PAD W(5)•S EYL BOTT. RESTRICTIVE NOTICE II.FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCTED I I Z I I- :r ' I :..,_ I I I 1 1 _ SUCH THAT RAIN AND IRRI6AtION WATER IS DRAINED AWAY FROM THE SLAB. . I El 4'-b'SQ.X 16'THICK PAD W(5)15 E.K.BOTT. GELFICATI"NE Fx0.lRNE -. 12.ALL 917E AND PAD PREPARATION SUGAR AS BUT LIMITED TO 6RAOINkS GOMPA.GTION OF ❑ I I I I } }. I PT Nn PROMNTY CF GOUM 10 THE FILL,PRE-SATURATION AND CONCRETE SLAB BASE PREPARATION,SHALL BE _ _---___J i __ _ _ _ • /iORL1lIf01!•IGYN Am All PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS ANDNyb . ........ ..............• - - J 5'-0'SQ.X Ib'THICK PAD W A)•5 EA BOT7. • INCLUDED IN THE SOILS REPORT. I /� 1 I TI ..............:.... . - - -- ..... ---- - ' -- -- - a CONFIDDImL TO ALL FECFEM ND OF THESE DRAWN0111 15.A MINIMUM OF THREE(3)GYLINOER55LA6 SHALL BE TAKEN TO DETERMINE CONCRETE _- ---- ---- - .,y STRENGTH. I I I P4 I i ... -•'"'I _ - .• '...t 1 -O X ' 5'-6'so.x ID'THICK PAD W(W RS E.W.BOTT. � THNI@f9®,OR ... .......:. I 3 F113410DUEE11 11011 CM MY TF VON AND ANGHORAfaE INSTALATION NOTES J L __ r 1 I I I VATI IT�TFLICTU1101I BE EN T FFKN OF I.BULKHEAD BY LOGATIN16 THE CENTER OF THE STRAND BUNDLES PER TFE DIMENSIONS ON r 5-6•, r ----1 I 3 I 2 1 k 2 17 V a01M6 EMiE�fq oUBITNO-- THE STRAND PLAT.MOTE:BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 --_� A ....... �............... ......... .. �. 1'.,,.. ... ,••,,,.,,..,.:.,..., 1•, ......... ... 1-: POST TENSION NOTES Aaa1P No TEN5ION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). 1 L J I 'TYP. ; .. I ( ....�..k..... ...I o _TECHNICAL LOPYRNHIf Ii0.Ml eN�_I+ PER DETAI2.MARK L(4/PT-1)AND DRILL A 5/4"D ATION OF INDIVIDUAL R HOLEON INIBWK UNLESS NOTED 51DE Or BUNDLE I I� /V 1 I F " 1 I ❑ 28 I 1 -�•N I. SEE SHEET PT-I FOR STRUCTURAL DE5ION NOTES 16N PLANS FOR SPEA RfN18 RBBIVM PARAMETERS.SEE P05T TENSION L DES :.. OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN I f I 1 I TI I 1 I k I : CONSTRUCTION NOTES,TENDON AND ANGH ORA6E INSTALLATION PLACE. I I I I 1 i 11 I k I O NOTES,CONCRETE PLACEMENT NOTES,TENDON 5TRF55JNS 5.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER I I I I - PREPARATION NOTES,TENDON 57RE951N6 PROCEDURE NOTES, EVISIONS DIRECTION.REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-GORED COILS OF STRAND I I I I 1 ,a ..:.. ....'.' ..... ........:... .............................�•..�....:. ......... ......... .......IL..T .... ..... .....IL.. Q 5 HOLES SEALING NOTES. R AND UNROLL THEM IN PLACE.BEGINWNG AT THIS DEAD-END,IF THERE 15 ONE.AT LEAST ID" I I I 9 I L., .�J. ___ __ 2. VERIFYIWIT•I ARGHITI:OTURAL(AND 5TRL'GTURAL IF BY OTTERS) N0. DATE DFSC. OF STRAD MUST PA55 THE&1LK.4D AT EACH STRESSING END. __ __ _ _ __ _ 4.PLACE AI'NG110R AND POCKET FORMER INTO BULKHEAD AND NAIL ANGHOR5 WITH 2 NAILS I I I T I _- - ____ _ k : I DESIGN DRAWINGS FOR ALL DIMENSIONS SHOWN ON 1 07A6/05 TRUSS REV' TIGHT TO THE BULKHEAD,160'R RIND SHANK RECOMMENDED. I I I ; ; I 1 III' J-__�� I w POST-TEN51011ED FOUNDATION PLANS AND REFER TO THAT THE CENTERLINE OF IN PLACE ANGH�E9M APPROXIMATELY BULK AD SUP14 PORT OF 1 1 I I �'___...-___ ____ r___ -, r -._. �- H _ ALL REMAIV41 DIMENSION NOT SHOWN ON POST-TENSION80 __ J AROHITEGTURAL(AND STRUCTURAL IF BY OTHERS)DRANNSS FOR SLAB. L__J L ____J i. �... ........ ... ...(..i"'• .- .. .�-. .. ...�.-. --. �j 5 VERIFYTION NTH TEc'NRAL AND STRUCTURAL IF BY OTHERS) 6.AT 9TRES5IN6 ENDS,REMOVE MAPPING,TO APPROXIMATELY 6'INSIDE THE BULKHEAD. ...........�..............•.............. .............. ..;... .. .. DO NOT REMOVE CREASE.SLIDE END OF STRAND THROUBN THE HOLE IN THE ANCHOR AND _- ---I - : : ; H-0' ANCHOR THROU&H THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED ---_ I I I 1D" I I I r I I I .. .1 9NEARPRAM�WALL�LOG IONS L HOEDOWN GALLOUT INFORMATION AND T.9TRAI6N7EN TENDONS,QUEUING THEM SMOOTHLY AROUND HOLES OR OBSTRUGTIONLa. I I I ADD. nq 7 1/2 I 4. REFER TO TABLE BELOW FOR ANCHOR BOLT 51=5 AND SPACING. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS T06ETHER I W/(2)R4 TOP - I } D.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEAR5 IN ,.r,. .. ............... t •••••••••• ••••••••• ••••• ••••• t................ 5. REFER TO DETAILS 15/PT-1,16/PT-1,IT/PT-1 AND ID/PT-1 FOR WRAPPING 12"OR LONGER SHALL BE REPAIRED. I ....•. I• : I •••15 •'-O" I INSTAL OF HOLOOWNS. 4.TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE ' UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS I I I 2 ' I- I I v Ix26'A •I 7/H' DURING CONCRETE PLACEMENT. I E I PINK T E 2" I I I I U? 1 I I I :e1 14 I a TYPE sp"AG°Rr rpunr»a STRE:SING PREPARATION NOTE I.REMOVE POCKET FORMER .. ...........:.............................. !: }1 - ..TT .. N 2. -HECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF } Iq'-0" '1'..•}•........�• I} ...1 ••••�•••:• P( •• _} a ® 5/6"O x 12'•4D'O.G. ANCHORAGE IS CLEAR IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT NTH A PARTIAL , } I. .: ..} '.• I „E.. '" [[�;� SCRAPER OR 91-REYORVER. ALL INFORMATION FROM I I I i •I I L In A S/a'0 x 12"a 52"O.G. � 6.INSERT A PAIR OF BRIPPERs BY N.4D INTO EACH ANGNORAGe. P.T FOUNDT I ON PLAN BASIC PLAN APPLIES TO I I f- •_� - --- - 4.PUT A CRAYON MARK ON THE STRAND AT THE EDBE OF THE SLAB,OR AT A CONSTANT OPTIONAL PLANS N.N.OJ : ' DIMEM19ION FROM THE EDGE OP THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS - L__- --_ -T I P4 ( I RULE ARE RECOMMENDED. SGALC II4x = I'-O" _�__ ......... ......... ..., ......,:.. ?. J SD'mx 12"e 12"OC OPT. UNDER BEDROOM "1 --.- , '. ® 5/D"e x I2"a b"Q.G. ��« TPunON 9T Ea51N6 1•R� P PURE NOTES r i I I I.THE 97RE551N5 OPERATION MUST BE UNDEIR THE IMMEDIATE CONTROL OF A PERSON r-- -- L -J 5 x 12'•Ib'O.G. EXPERIENCED IN THIS TYPE OF WORK;HIE/5HIE MUST EXERCISE CL09O GHOGK AND RIGID I,;_-' T I 2 1 IN I' ® O�cr3x.Xre'te I'contact W CONTROL OF ALL OPERATIONS. 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, I•.• : IPr : I H O" 16 O CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE ` NF. I I 1 i 5/6"V x 12'a .C. ... .......... CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL ... ..... ...........•........... ......... �., b NAOR N11 DRAWINGS OR 2000 p•I(MIN). `ll''-q" S.ALL PRESTRESSIN6 STEEL SHALL BE STRESSED BY MEANS OP D51,OR OTHER EQUAL ADD. - �.\ \ 6 I E PoSr TENSION 1 :" U HYDRAULIC JACKS,EQUIPPED WITH ACCURATE READINS,CALIBRATED HYDRAULIC f--- I I WI(?JR4 TOP \ : I I : T S/b'0 x 12"a 12'O.C. PRESSURED 6At16ES.A CALIBRATION CHART SHAH ACCOMPANY EACH JACK. I; I 1 I I � � � -�••� \�S'-6"I � I 1 I } I O c : sl H/SX6 slll O 4.THE POST-TENSIONING OPERATION WILL BE 50 00NDIIGTED THAT ACCURATE ELONGATION 1_.. I I ...1•.•I....:...... ... .. ...... ... I E .. ......... I {- ~ tip!)W OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED NTH COMPUTATIONS - : `_, -'-�..L --- •.''r.... .•. •........ ....I..F .. ...1' 3 cv X - a C - .. .... SUBMITTED AM APPROVED BY THE STRUCTURAL ENGINEER. I I I I P3 K r 12'e 'O - J .. 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND 1 L._ ____ _ __ -T - .. ....I. x a m s�pe•r✓SX6 R111 - SUBMIT REPORTS TO 60U/IS ENGINEERINS POK STRUCTURAL ENGINEERS APPROVAL ONLY IF - ___ 1 I 12 -. L____r-J L_t__ r+ •_ J E _ ___ ___ QQ < x STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. r_____________-1 r__-_____ H-0 '<,` ID' 1 r �- ._� I RS 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED DO%OF THE I I I I i H. A : : - - - -- - - - -----H x w TABLE'A" Q- ULTIMATEFORCEOPTHETENDON. I ❑ I I 2 r___r, r-.'---1 r_..--1 1....... ....{.........L ........:................................ .....{.............,... (alA x Ho.33A klpN. T1 I 1"""""' I I 1 k L _J T.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED TO%OF THE ULTIMATE I I I I I k r �i FORGE OF THE TENDON. I -- I _ C- 501E EXTERIOR INTERIOR ADDITIONAL ` I I q )_� 2 �_ CATEGORY•• FOOTING FOOTIN6/RI5 MILD STEEL IN (41T x.TO=20.q OPERATIONS I I I Z57• I I T PTI I EMBEDMENT OVERALL EXTERIOR 6.THE STTRE991N6 OPERATIONS PROCEED AS,FOLLOWS, .�- -- /+o/d I I s I I I uU -REMOVE GROMMETS AT THE STRESSING ENDS;CHECK INSIDE EACH GROMMET HOLE TO BELOW THICKNESS'J" FOOTING AND O MAKE DIME THAT THE ANGHORASE9 ARE FREE FROM DEMENT PASTE;IF NOT REMOVE PASTE I I I I I P4 I 1 ..--.--- -...1. a p LOWEST INTERIOR i1"'VVV` FROM ANCHORAGE WITH A SCREWDRIVER I I I I .I..•••••,,.,:.,,.1...1•...:..•.•••.•••••'.•......ADDt..•••••.1.,•1:...................� .'°`DD. . : K1� ADJACENT FOOTIN6/RIB N -ROM MOSES,SIDE BY SIDE,BY HAND INTO AHOHORABE. I I I 3 5-b'J L- r 1 I ? I I ? (2)-R'A TOP I � (2)-*4 TOP I n GOMPAGTED 0 113 -PUT A PAINT MARK ON EALN STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I I I _ 1 I I I L=4'=0"PASt k L=�'-O"PAST I In GRApE �-F- O THE EDGE OF THE SLAB. 1 I L� I I I PANEL E.N. I k PANEL E.H. I de -STRESS THE STRAND AT 55 k". - 'I I I --, r- --- L J : CATEGORY 1 12' 12"O INTERIOR mi'l`` -SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC,SEATING DEV ICE BUILT INTO .I SST I -f '' I L___ J L :-____•- -- --J E______ _______ J 5HEAR WALLS �� d W THE RAM. I-_. �/ ......•. ...'. 111/14Yt1 T'cl' lYl1`Y....:..................... .... 1SYJSY ONLY N.N.OJ V/OO W REMOVE THE RAM. -MEASURE ELONGATION RECORD ELONGATION I - I CATEGORY II ID" IS" ADD 2-04 q.IF INCONSISTENCIES BETWEEN THE GALGULATED ELONGATION,THE MEASURED ELONGATION I ,y�rl, I I I I I BOTTOM x O 3 AND THE JACK 61UACe READING OCCUR,THE JACK-6UA6E-PAMF UNIT SHALL Be �y O O REGALIBRATE.AN AGREEMENT OF WITHIN 7%UNDER TO T%OVER SHALL BE SATISFACTORY. I U/hyy I I 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING L J L____- I I q I TI CATEGORY 111 24" 24" ADD 2-04 n DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WEN REQUIRED AND NOTED L______ I I --- O O___--- ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN , 4 I I I 1 I TJ22X7 q TJ22X'1 �N OM x ANNI z' THAT THE WEDSE5 ON THE OPPOSITE END ARE F'RE-SEATED AND GPL9E NO SLIPPAGE OF i -- i GARAGE PORTAL GARAGE PORTAL 11 THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE ry i V OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE �ry 12 12 r 1 r----- I T � � BY � In w PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWO-WAY 2, 2'-3• 4'-O" I I 1 L__J L J CATEGORY I e LOW Ems O DYNAMIC/LIG ` .RIBN z Z 5TRE991NB.I v I I _ _ SETTLEMENT,SEE SOILS4 ,�{�c� �14 11.PARTIAL(OR EARLY STRE55IN6)OF TENDONS,WHEN REQUUIRED AND NOTED ON PLAN I I hr "'le codec - M SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OP 6000 ---- ��U� ''"�,{�,y��� LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLONNS UP WITH FINAL \ I I I v ��U/ IY"`^d \17 Z STRESSING. 1 I ; CATEGORY II:•MEDIYIM'r,iA3NNavgc/ fC lfe/ ' A6 IY Q or,z,,,o„ W 4 12.ELONGATIONS SHOWN ARE BASED ON.TO f pu.MEASURED ELOIVBATION T%UNDER TO T% s OVER IS ACCEPTABLE SHOWN IF MEASURED ALON6ATION EXCEEDS TOLERATION CONTACT 60UVI5 SETTLEMENT,SEE SOLI nREPO �H11�2L@'r� �'ELROI�Y er Z Z OVER ISRIN6. a ce o Jeri, mit Paneling N X W O 13.TAKE SAFETY PREGAUTIOM5 A5 NECESSARY;DO NOT PERMIT WORKMAN TO STAND CATEGORY III e LOhr�, '4N6'mis )QIAJ115IW �l BEHIND SAFE WHILE AUTIOt1N6 TENDONS. DYNAMIC/LIQUEFAGT 1PIAFD �XIPF IQOoJI W O Jp (pQQ�Q y OR WO DYNAMIC/L ���1a'IB/NSroenstrned STRESSING HOLES SEALING ROTES SATURATED A-LWII)iNdCB �'afU,�to�o�r� elrfl I t edPP/ica ble PROJECT NUMBER .i I.THE RBISABLE PLASTIC GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE cant Prasurn ' FILLED AND SEALED WATER TIGHT. SEE SOILS REPORT FOR LOT GATCesORY) 1B Provisions ul s9�n 60339 2.U51N5 A GUTTING TORCH,BURN OFF EXCESS STRAND In'TO 3/4'BACK IN HOLE. BEWSLIED CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE /� //�� �� THE OUT A5 QUICKLY V BEEN POSSIBLE. PARTIAL PARTIAL GI/29/03 S.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRA MW SHALL DRYPACK EL, WITHIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS ALL C,P LANA PPL FROM ALL INFORMATION FROM PLOT DATE PU-'EPTA(AN ALTERNATE STIFF MIXTURE of TWO PARTS DEMENT TO ONE PART SAND IS PT. FOUNDATION PL PLAN TO) P.T FOUNDATION FL ��� A� POST TENSION FOUNDATION PLAN osi2-rio3 AGGEPTABLE). DEFORMED M RE15501NISB GRADE 40(M3 R 04)STEEL SHALL CONFORM TO AS7M OPT. BEDROOM 8 -� 1/4" = I'-o• OPT. DEN WALE Ida" = I'-O• PLAN 3A (GATEc ORY 11 III) WALE 1/4" = I'-°' DRAWN BY: REVISION BY: H.N. A-6156RADE 60("R 516613111) -STRANDS ESOFI-CONFORM TO ANA9TMDIAM FOR 54 G ELEV. ONLY FOR 540 ELEV. ONLY SHEET NO. -PROPERTIES OF T-WIRE STRAND In'DIAMETER N pu(ULTIMATE)270 kRi - -AREA- SQUARE INCHES.153 -P M,TIMATE)-POUNDS 41,500R . -Es-p.1 26,4OOP00( -MAXIMUM FORGE(A f pv)TO 55POOM OVERCAME FRICTION -MAXIMUM ANCHOR FORGE(.7 f pv)26,g00• -UNIT ELONGATION PER FOOT DOM"(PA POUNDS)(12 INCHES)AREA E SPECIAL PIELD CONSTRUCTION NO'23 I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRANNGS.GOUVIS ENGINEERING CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE SYMBOLS LEG D DIMENSIONS.CONTRACTOR SHALL VBRIPY ALL FOUNDATION DIMENSIONS NTH THE ARCHITEGTLRAL DRAN1,165 AND NTH FIELD GONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZES OF All ANCHOR DOLTS,HOLOO"O,EMBEDDED STRAPS AND FRAMING --_-- POOTINNG MATERIALS.CONTRACTOR SHALL.VERIFY CONFI611RATION AND LOCATION OF ALL ARCHITECTURAL FEATURES,5"AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, PATIOS,PORCHES,AND STOOPS. 2.CONTRACTOR SHALL VERIFY TENDON LENGTH'S AND STRESSING TAIL LENGTHH'S PRIOR TO 5 SPACES AT 5'-D I/2•2:O.G D SPACES AT 5'-b I/2'O.G DROP IN SLAB!VERIFY PRIOR TO GONSTRICTIOW FABRICATING GABLES.DOLOR OODIND OF GABLES 15 ONLY TO A5515T TENDON PLACEMENT, -,-,-, AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES lµ BUT NOT - x$4'p •2 I/2' x54'p •4 /b' x54'p •4 I/D' z57'p •4 5/b" z55'A •4` - REBAR LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTH'S,COLOR GODIN6,AND ELONGATION - - PE516MATION SHALL BE BROUGHT TO THE ATTENTION OF 6OUVIS ENGINEERING PRIOR TO RED-BLU VWT-PNK ORA-SRN PABRIGATION. PAD NUMBER GO V Y 1J 5.STRESSING END AND DEAD END OF TENDONS MAY E REVERSED FROM THAT SHIO'N ON IxBa'p •2•1/D' S5'A •4' Ix55'A •4 I/D" Ix55'p •4 I/b" THE PLANS AT CONTRACTOR'S OPTION FOR ANCHORAGE OF ENDS AND GENERAL TENDON RED-FUR 6RN- -BLV '2)-* oRA-BLU ® DETASUPIL UMBER ENGINEERING PORT LAYOUT,SEE DETAIL(4/PT-U.Mrr-1). (2)-�4 TOP t 4.THE FLOOR SLAB AND FOUNDATION SHALL Be POURED MONOLITHICALLY EXCEPT WEN (2)- ��- DETAIL SHEET NUMBER CONSULTING SHOVON OTHERWISE. --._ ______-_-- _ GROUP S.DIMENSIONS ARE NOT FURNISHED TO SIMPSON HOLDOWL4.IT 15 THE RESPONSIBILITY OF I y -1=1-• it=:a THE GONTRACTOR'•SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE GONGRETE ADD 4 TSB-� PAI7 SCHEDULE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXALT LOCATION REFER TO DETAILS : -_\ P2 ti �'•---•1•12 OA 4400 CAMPl1S DRIVE FOR PROPER INSTALLATION. 2" r- 1 2 / \f 2'-0'50.X W THICK PAD W/(2)*4 EY1 BOTr. NEWPORT BEACH 6.PROVIDE 05 x 24•DOWEL s 24.O.C.AND 12•FROM CORNERS AT ALL CONCRETE ID' ( 1 ID• CA 926M STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS WEN CAST INDEPENDENT O° POST-TENSION SLAB UNLESS NOTED OTHERWISE. r----1 I '.1 ......•••• ......•• ........... .... ••••.. N'^• ••LULL.. ...: 2-0 SO.X ID THICK PAD W/(5)•4 E-K BOTT. 7.ADMIXTURES IN CONCRETE MIX CONTMNIN6 CALCIUM CHLORIDES SHALL NOT BE USED. :.............:..............ti•••••..•• ••••..•LULL. .••.• -- - -- ---- 6.REQUIREMENT5 FOR PRE-SATURATION OF SUBGRADE 50ILS AND DAYLIGHT SETBACK OF I I I ... ---'--- --- PALM SPRINGS (760) EXTERIOR FOOTINN65 FROM ANY DESGETDINI6 SLOPE SHALL COMPLY NTH 501E REPORT -:._:--:..fi ❑ ------ T I �. P4 I S'-0'S0.X Ib'THICK PAD W/(4)tg EY1 BOTT. ..{LULL . .. N 752-1612 1 1949)762.6321 RECOMMENDATIONS. - 22'3• ; 10'-D• I FAX: 1 P 32&6080 q.ROOF/FLOOR FRAMING,AND/OR HEAVY CONSTRICTION LOADS ARE STRICTLY L- -- -- --- PROHIBITED TO BE IMPOSED ON SLA55 PRIOR TO STRESSING.BE61N WALL FRAMING 5 12'-0 I �1 � 1� T 5'-6'SO.X lb'THICK PAD W/(4)-5 EYL BOTT. 8AEEC 1 BEKAA'l PE DAYS AFTER CONGRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 P51 STiENSNT. D,-0. ( ..........L.............:..............:... .......I.............................. ......... ........ ......... ......... ......... ............ - H / :... ..:... ...:.. .LULL •...�:::� 10.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,CONCRETE :T I 4'-0'SQ.X ID'THICK PAD w(5)Ht5 EYN BOTT. RESTRICTIVE NOTICE PLACEMENT AND 5TRE551N6 OF P05T TENSION TENDONS. r H I I H ",. __ 11.PINION GRADE AROUND THE PERIMETER OF P05T TENSION SLAB SHALL BE CON5TRUGTED 2 `- (S) ., 1 Y BPE(fIGTION6 ARE THE EXCLINVE SJGH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. --- I `' r : I In 4'-6"So.X ION THICK PAD PV 15 EA BOrT. PROPOTTY OF_ 12.ALL SITE AND PAD PREPARATION SUCH AS BUT LIMITED TO 6RADING COMPACTION OF ❑ q I _ I PT CCNOULTIq QROkV.AND ALL THE FILL,PRE SATURATION AND CONCRETE SLAB BASE PREPARATION,SHALL BE /f S-0 9Q X ID THICK PAD W/(5)•SEW.BOTT ■1DwN R PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND I I I L •„HIN, .. ... ........ ......... LULL �N'LULL R d ' CCNWBHTNL TO Al11ECPBl18 INCLUDED IN THE SOILS REPORT. /4 1 - ••• _ • ` •!. r...........,..............;.............. 15.A MINIMUM OF THREE OYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE : .•.•• .r.. ...• I'r --_I_$ g :_O• AID NO PARTO TENEIXUWN(NB R (5) I I I j r 1 i'I-iL X P 5'-b•5Q.X IS'THICK PAD W/(6)n5 E.W.BOTT. AW STRENGTH. - cAN BE txwEDt ITVNBHEIED,OR I :I 1.i STRUC 1E BUILT F NOR ROM THEM TENDON AND ANCHORAGE INSTALLATION NOTES 6 5'ai' �., r , 1 : ;L_:1 ENGINEERING T OONBBIT IQ I.BULKHEAD Dl'LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON P4 I I .7 a11ar .... .....................:...........................s ........�.. ..... LULL'.. THE STRAND PLAN.!NOTE:BULKHEAD DOES NOT HAVE TO E BRACED LATERALLY,THERE ISI 1 I ., '. ••... O � r. POST TENSION NOTES �� NO TEN51ON ON THE TENDONS UNTIL AFTER THE CONCRETE IS POURED). L J 2.MARK LOCATION OF INDIVIDUAL AM'UIORA6E5 ON EACH SIDE OF BUNDLE CENTERLINE �STNO 1 ❑ TYP I (V I. SEE SHEET Pr-I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL OC NSlLTNO GROUP 2DO2 PER DETAIL(4/PT-1)AND DRILL A 5/4•DIAMETER HOLE IN BULKHEAD UNLESS NOTED PARAMHETERS.SEE POST TL•N510N DESIGN PLANS FOR SPECIAL Au RrIIn91ESEAVIv OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN I S .5 CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION PLACE. I 1 I -_ _ T ) 1 I -!'4 I O NOTES.CONCRETE PLACEMENT NOTES,TENDON 5TRE55IN6 S.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER I I I - PREPARATION NIDT[5 SIRE NG PROCEDURE NOTES• DIRECTION.REFERRING TO THE PLAN SELECT IWIVIOUAL GOLOR-COOED COILS OF STRAND I ( ,� `,.. + ;. LULL �� .. LULL ......... .......................................... ... F STRE55INS HOLES 5EALIN6 TES. REVISIONS AND UNROLL THEM IN PLACE.BE61NWN6 AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16" - LULL ........•. •... •. +.. -.. : q I .I _. _ ❑ p j- Ij 1 Q 2. VERIFY NTH ARGHITECTURALD(AMD STRUCTURAL IF BY OTHERS) NQ ��EV 10 ABC, OF STRAND MUST PA55 THE BULKHEAD AT EACH STRESS INS CND. I _ 1-- - -- - a 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS NTH 2 NAILS I : DESIGN DRAWINGS FOR ALL DIMENSIONS NS AND REFER S HGVN ON TIGHT TO THE BULKHEAD.Ibd'•RIND SHANK RECOMMENDED. I ---T----T----- --- .-. -- --- --- 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 1/2'FROM BULKHEAD SUPPORT 5o I :I ION NOT S WN ON POST-TENSIONEDN FOR THAT THE CENTERLINE OF THE ANGHORA6C5 IS APPROXIMATELY 5 1/2'BELOW TOP OF I ; i•...• - ---- - - ----- FOUNDATION aa ---- ......{.............:... :'.ice : Q'... N L---- -J .. ........................................................ :,i .. ... LULL LULL. di ARCHITECTURAL( ATRWNRAL IF oTl•ERs)ro .-.I....,.. ... .. LULL. .. SLAB. 5 6.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY W INSIDE THE BLIKFEAD. r - • I� ,i 8-0 VERIFY NTH ARCHITECTURAL(AND STRUCTURAL IF B'(OTHERS) DO NOT REMOVE GREASE.SLIDE MW OF STRAND THROUGH THE HOLE IN THE ANCHOR AND LDOWN CALLOU7 INFORMATION AND THROU6H1 THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED ---- 1 18 1 : I SHEA KF-OR LOCATIONS. HO 12". 1 7.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS, j 1I r I r l 7q T I/2 '. : 14. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. r PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER I ADD. I t\ : I I ...•..•. ..• .1•._L ,.�.H,.•:.••••••••„ •: S. REFER TO DETAILS 15/PT-I,W/PT-I,17/PT-1 AND ID/PT-I FOR 8.GHEGK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REYRAP.ALL YEAR.IN (2)-•4 TOP t ••••.•.•1••••••••••••...••••r_ •••• ` r - •••••••••••••••••••••••••••••••.• •••{•••: ••.•••••• H INSTALLATION OF NIOLDOWL9. WRAPPING 12'OR LONGER SHALL BE REPAIRED. (2)-N14 BOTT. 1 - 15'=2• q,TENDON PLASTIC,WRAPPING SHALL BE GONTINIOUS OVER ENTIRE LENGTH TO BE 26'p UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS )_I : 1 1 - IX PINK I ANCHOR BOLT DURING CONCRETE PLACEMENT. I "I/b" { 1( 1 7} PANEL SPACING NG TENDON STRESSINkS PREPARATION NOTES 1a I s• '-0• x 1.REMOVE POCKET FORMER. .............................. i .. ...j.... ...5........... c ® 5ro'O x 12• 4D•O.G. I _ 2.GHEGK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSSED PORTION OF L .. 1q'-0y.....4. Nr ...Y' .�.1 ...i... P( % ANCHORAGE 15 GLEAR.IF A FILM OF GEPENT PASTE HAS INTRUDED,REMOVE IT NTH A PARTIAL '� 7 ry 7 IRAPER OR AIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. BASIC PLAIN APPLIESTO r- :-, !iI .. ,. I- --L. -- - - ---- - Nl © Sro'O x 12•■32'OrC. _ : awl P.T FOUNDATION PLAN OPTIONAL PLANS(UNA)4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT "' I • I DIMEN51ON FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN GARPENTER5 I I ... ,. LULL .. L•---�----�---� :. ] I LULL ® S mx12•■12.OZ. .. ... .......... P.4 .H.. LULL.. LULL. ,• ro• 4 RULE ARE RECOMMENDED. SCALE 1/4" = 1' O" •• "" •... •••••:•• ••""J •••�•• ....I �OF OPT. UNDER BEDROOM '7 '// 5 �.... I' - --- - TEMIDON STRESSING PROCEDURE NOTES Ib` ro•//X IT•b•O.C. I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON I : L -J I •O x EXPERIENCED IN THIS TYPE OF WORK:HE/SHE MUST EXERGISE CLOSE GHEGK AND R161D -` T ® W 5X 111 In tonlat W l D'-0" s c.ONTIRO.OF ALL OPERATIONS. , ` D.-0•I GaltCete 2.THE STRESSING OPERATION SHALL NOT GOMMEM'CE UNTIL CONCRETE TEST CYLINDERS, X .........:.......... R j.............:.............C........... ......... ......... i ® S/DJOXbx I2-•16'O.G. GORED UNDER JOB 517E CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE •�� •+•• - N CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL q• S• AB -q Q Id•O•W DRANN65 OR 2000 pal(MIN). : 3.ALL PRESTRE991MIG STEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EQUAL .�\\ b m ' v PT 1 HYDRAULIC.JACKS,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC r---T ';�'. \ : POST ITEN510N I J ro'O x 12' 12'O.G. ._ 1 I ! I .._- ADD. \ a F O •Ids•W SX6 N0 PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. r`. (. ..': .._ -.._.-_ _..., I (2)-•4 TOP t r (V .. 4.THE POST-TENSIONING OPERATION FULL BE 50 CONDUCTED THAT ACCURATE ELONGATION -�. : ❑ - •• ...•.•••• _ ------ (2)-N4 BOTT. ,.1,....... ......... LULL. ........ x I O Z-3 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS ANDILI OF THE PRESTRE551NI STEEL-AN BE RECORDED AND COMPARED NTH COMPUTATIONS --- - I- D O.C. SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. `- L-, •1121•■ "�I,�.�. ..LULL_ - _- _ 1. n _ SUBMIT REPORTS TO GOWNS EN161NEERIN6 FOR STRUGTIIRAL ENGINEERS APPROVAL ONLY IF _---- -------, 2 1 r' a Q a •I Y .. LULL. -- ------- y� PS l STRESSED TENDON ELONGATION EXCEEDS TOLERANGE. r D .�;�. A 1 : : 1 1 : I I W TABLE"A' Q 6.THE MAXIMUM JACKING FORCE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF THE I .I ':." I I I 1 '"'\ J J ULTIMATE FORGE OF THE TENDON I 2 -,•.I .1...........1.............(.........ti .......•. ........ ......... ......... ..... Z- (41.5 x.60•55.0 klp•). I 1 T Q y.. ` 7.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED'10%OF THE ULTIMATE ❑ q 1 II'-3" : : : SOIL EXTERIOR INTERIOR ADDITIONAL FORGE OF THE TENDON. I _.D L� T 1 : 1 N CATEGORY•• FOOTING FOOTIN6/RIB MILD STEEL IN -1 (4L5 x.To•2e.q IUp•). �..., JSTN�/a I } I ry w EMBEDME EXTERIOR b.THE STRESSINS OPERATIONS PROCEED AS FOLLOWS, -- } "BELOW THICKNESS FOOTING -REMOVE GROMMETS AT THE STRESSING ENDS;GHEGK INSIDE EACH GROMMET HOLE TO 1 1 I •• ••••• N._.._ 1 NUN.'LULL... ;■ ..1. a 'O LOWEST JM INTERIOR O O MAKE SURE THAT THE ANCHORAGES ARE FREE FROM DEMENT PASTE;IF NOT REMOVE PASTE '•,-: I Hn ................................................... Lu FROM ANCORAGE NTH A SCREWDRIVER. I t, t ._. 3 S,_6• r 1 6 (A�•• .�LULL•. '�' •TOP'N�.. x lu -IMNSERT WEDGES,SIDE B1'SIDE,BY HAIR INTO ANCHORAGE. I I - I ADIMPAC T� FOOTIN6/RIB -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM L -4' PT AST x4'-OAST m GRADE _ �( 0 THE EDGE OF THE SLAB. I O I I I I PANEL:EYL :PANEL EU^l.; I <l JL -STRESS THE STRAND AT SS klp•. I 1, : - ATE62W 1 12" 12"•INTERIOR . _.-.-. ?/5T� °'� ;'`LI J L- ---- -T-------- - -- -J SHEAR WALLS �� (^d W TINE RAM. I 'i -_ /q '.':• I - •••••••.•........ lwdivtt I1tt 11E1111•...._.•.••• ...:... .• ONLY(U.N.o) SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO -REMOVE THE RAM. MEA' E FINAL ELONGATION RECORD ELONGATION. I I CATEGORY 11 ID' ID• ADD OM Z Q q.IF INGONSISTENGIES BETWEEN THE CALCULATED ELON&ATIOµ THE MEASURED ELONGATION, I �1"-- BOTTOM X O O O 0 ANP ON PLAN NEED TO BE SATRESSED FROM BOTH ENOSS 9 SIM ULTANEOUSLY ANAPEOUSLY IF IT GGAN BE SHOWN 1 1,'I 1 GOUT. it TH REGALISRATE.AN AGREEMENT OF NTHIN 7%UNDER TO 7%OVER SHALL BE SATISFACTORY. _-- :I I I 4 10.TENDONS STRE55ED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING 1 IT I 9 I T CATE6ORY III 24• 24' ADD 2-04 _ _ NOTED L.------------ T 1 TJ22X'1 9 TJ22XT BOTTOM x Z THAT THE WEDGES ON THE OPPOSITE EW)ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF I I -_ I I &ARAOM PORTAL 6ARA6E PORTAL GOUT' O O THE TENDON.THESE TENDONS MAY NAVE MORE ELONGATION AT ONE END THAN AT THE 12 I I \ J OPPOSITE END.ELONGATION FROM BOTH ENDS POST TOTAL THE ELONGATION SHOVN ON THE L T -J I PLACING DRAYfIN6S.TENDONS F_%CEFAIN6 100 PEST IN LLRI6TH'9 MAY NEED TWO-WAY 2'-3' 4'-O" l •• W .: I L--- ------J a- F 5TRE55INS I 1l \\ I SETTLEMENT,SEE SOILS REFWU OR OT C, )*sORY)'. P� 11.PARTIAL(OR EARLY STRE551N6)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, \\ - I' SHALL CONSIST OF INITIALLY STRESSING SOON DE516NATED TENDONS TO FORGE OF 6000 ---- ; TI1p vU Z LB AT!2 DAYS AFTER CONCRETE PLACEMENT AMD TEN FOLLOWIN6IIP NTH FINAL CATEGORY II:•MEDIUM E -N/A�pAMJG/LI¢t}JFAGTION m Q Q STRE551N6. 1 12.ELONGATIONS 5HOWN ARE BASED ON.70 1 Pe.MEASURED ELONGATION 1%UNDER TO 7% 1 ETTLEMHENT,SEE SOILS REIRORTy ed I GORY) �-z U uU- PEDIU tetl I. ssu O T t OID GATE60RY III •LOW MEDIUMy�� ( i=Q DYNAMIC/LIQUEFACTION ?TG � /OR HI�FK bite tt�� n OVER IS ACCEPTABLE.IF MEASURED ALON6ATION EXCEEDS TOLERANCE,CONTACT GOONS OR W/O DYNAMIC/LIOIEF RYW�fiSf�tAMDAOI?O EL Y- ENGINEERING. 15.TAKE SAFETY PRECAUTIONS A5 NECESSARY;DO NOT PERMIT WORKMAN TO STAND { BEHIND JAGK5 NHILE 5TRESSIN6 TENDONS. SATURATED ALLUVIUM GLE 1�5. PProve anysv;��' 'I not be nit basetl on PROJECT NUMBER SEE SOILS REPORT FOR @mRoF,t�`r,� Yde. the°nsrrue to STRESSING HOLES SEALING NOTES cotles s Io1ale o "rmit aPPlic 60339 I.THE REUSABLE PLASTIC 6ROMIMET FORMS A HOLE 2"(INCH)DIAMETER WHICH IS TO BE hall be valitl L:Incet the Presurnetl tP 8 VUB FILLED AND SEALED WATER T16HT. e 2.U51NG A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2"TO 5/4'BACK IN HOLE.13E CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND GOMPI-METE r�VrsrPPs Pt s h 1S$UED DATE THE CUT AS CUIGKLY A5 POSSIBLE. OI�Z9�03 j 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK PART I AL PART I AL BLOGKOUTS WITHIN 10 DAYS.A NON-METALLIC.EPDXY MIX SHALL BE USED FOR THIS ALL INFORMATION PROM ALL INFORMATION FROM PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 PT. FOUNDATION PL TIC FILM �`�A� P.T FOUNDATION I'm �IPLAIN N.o� POST TENSION FOUNDf�TI ON PLAN PLOT DATE ACCEPTABLE). OS�S'1/O3 DEFIORMED MILD REINFOR DING GRADE,o(M5 t t14)STEEL SHALL GONFQRM TO ASTM OPT. BEDROOM S SALE i/4" = I'-O" OPT. DEN SCALE I/4" _ -0" PLAN 3A (CATEG ORY 1 SCALe 1/4N = r-o" DRAWN BY: REVISION BY: H.H. ASHEET NO. STRANDS 60L `FORM T FOR B&G ELE\l. ONLY FOR B 4 G ELEY. ONLY -STRANDS SHALL CONFORM TO ASTM A-416 -PROPERTIES OF 7-ARE STRAND 1/2'DIAMETER 1 pu(WTIMA71r. k•1 -AREA-50UARE INCHES.ISO F(ULTIMATE)-POUNDS 41,5000 ■ -5-P•1 26r•00,000( -MAXIMUM FORCE(D 1 pu)TO 55POON OVERCAME FRICTION -MAXIMUM ANCHOR FORCE(.T 1 pu)26,gOd -UNIT ELONGATION PER FOOT 0.07q'(PA POURS)(12 INCHES)AREA E SYMBOLS LEGEND ----- FOOTING DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION) •—•—•— REBAR ff ® PAD^ GOUVIS ENGINEERING DETAIL SHEET DETAIL SET—M NUMBER CONSULTING PAD SCHEDULE GROUP 4400 CAMPUS DRIVE 2'-0"50.X 19"THICK PAD W/(2)04 EYt SOTT. NEWPORT BEACH CA 92OW 2'-6'90.X Ib'THICK PAD W/(5)04 EN.SOTT. NEWPORT SCH: (04S)762-16 2 FAX (94S)752-M 5'-0"50.X 16"THICK FAD W/(4)a5 EA BOTT. PALM SPF49M (7BD)329160BD 5'-b'50.X la•THICK PAD W/(4)a5 EA BOTT. SAEED J.BEKAK PE 4'-0'50.X la•THICK PAD W/(5)05 E.W.BOTT. RESTRICTIVE NOTICE THESE DEMONS OPIAWI AND 4'-b-50.X la'THICK PAD W/(5)05 EA-BOTT. IPECIRCATONI ARE THE OUIUMM PROPEM OF GOUV!ENOP433M CONKLTNQ GROUP,AND ALL 5'-0"50.X Ib'THICK PAD W/(5)a5 EN.Elam PFOfiNiION 81OWN 6 OpFOBA1K TO ALL RECPBIiB ANO NO PARE OF THEW DRAWPOS 5'-b'90.X la'THICK PAD W/(6)a5 E.W.BOTT. CAN/E COP®,TRANSFERM OR REPHODUOED,NOR CAN ANY 8TRonm 8E SUIT FRON THEM 4 POST TENSION NOTES DUPMETGROUP T°F Ix3 l;' =2Ix34'A 4 ODIH6 ETIDP�L ODNRITPL RED-PNK RED-BLU YEL-PUR YEL-FUR X99 A 'B" I. SEE SHEET PT-I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL o01m;TILCOPYRIaKr�pP WHT-6RN 2002 PARAMETERS.SEE PO T TENSION DE515N PLANS FOR SPECIAL ALL ROWS RESERVED CONSTRICTION NOTES,TENDON AND ANGHORA6E INSTALLATION NOTES,CONCRETE PLACEMENT NOTES,TENDON 5TRE55I146 PREPARATION NOTES,TENDON STRE55INIS PROCEDURE NOTES, REVISIONS STRESSING HOLE5 SEALING NOTES. 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. DATE DESC. DE51614 DRAWIN&5 FOR ALL DIMENSIONS SHOWN ON OT/Ib/OS TRUSS REV' POST-TENSIONED FOUNDATION PLANS AND REFER TO TURAL IF I I I I I I I I I I �NDEAno"�DIMENSION NOT SHORN ON POSRTSTENSI�ONEEM FOR -._ __ ______—— VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) ' I- I _ u J L_ \ L_—___——____ I I I I I ___ I�)�__ ____—___ ___ DRAWINS FOR ANCHOR BOLT,NOLDOY'Al GALLOUT INFORMATION AND L-------------a r i_� I I - r -� I I i J L = LJ SHEAR WALL LOCATIONS. _- I F— I I I = I 1 I I I I I I 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. I I I I I III - L __� L_____4 T -J ,L-;_J I I s� 1 5. REFER TO DETAILS IS/PT-I,16A-T-1,IT/YT-I AND la/PT-1 FOR �' r-- —L _J L I I a I INSTALLATION OF HOLOOYNS. I I I T I I I I I __� � ___ _J L I I I I I I I I I I 1 1 I l I I I SHEAR P E ANCHOR BOLT .......:..........T.. I...I....:.............:....................... ... ................................................I.: I I I I I I i TYPE SPAG NG . ................... J ® s/6•m x 12^0 aa•O.C. NO. 0 5/5"0 x 12"•52'O.G. E)tP. x PIPI Pt .I...........:....I...I....:.............:.......................I I ..... ..................1. I I I I I 1 I I L. I © 5/a•m x Ir•I2•o.c. p - ----r Z PI I I I I I I I LL__ �� L_� _ rT �00 _ J L_�� FL `11° I I 0 - _ --- r1 _� ® s/amxl2"0a O.G. �OFC -- -�____ �__ J ___________ I ao __� __ ______� A 5,//a3x;Ili2n0onba°«/LT- i- L _J i I I -L'_� I I � ------------- -I I concrete I m r-u u y u u I I I I I r I I I I I r'I -J a, 5/a•m x I2•m I6•o.c. Hdea W 5X6 s1II 71 I I I I 1 5"THICK SLAB ILI Q I I I I I POST TENSION 2 SPACES AT 5'-b"O I I I I I F'0571TENSION� I eldea 5/ " .G 12"•12"O . SOT U 2 SPACES I I I I I I 2x1 -� I I I I I I '"� 2xR-REv� I I I I I I m� • �� W 5X6 s11I o w IU _-------J L--------------- zb J X �Y> I I I I I L.-.- J...L._: ._.. _ ................................... J L ____-. - TABLE'A" Q- - - -- ........ — _ �J� -- 501L EXTERIOR INTERIOR 'ADDITIONAL Z GATEGORY-- FOOTING FOOTIN6/RIB MILD 51 IN \ EMBEDMENT OVERALL EXTERIOR n .f...........;............................:....�...�....:.......... n .f...........;. ...... ....)...f....:..........1 BELOW THICKNE55'J" FOOTING AND -� NQ i... n I .......... „LOWEST INTERIOR ADJACENT FOOTIN6/RIB ` Pl n I PER ARGH'L. I I q in I 'SLOPE I I I r lD I r PER ARCH L. CATEGORY COMPACTED z �/ W ......... IU .�...........:... �. ,.... I TI 6RA.DE _ I 1 I _ .............. ........{.:. 12 12"O INTERIORIL z l I I I ' ry I I I I SHEAR WALLS �/�d Bl ul m I ___ J N I ONLY N.N.OJ V�O -- 3,_,s.,11 I I I J Q J 5 s L__--- LL___ll m L--------------J L___f CATEGORY II b" 16.1 D 507TOMCONT. j tL xx Q CATE60RY III 24' 24" ADD 2-04 0 v a BOTT GONTOM O� x N � m j w CATEGORY I :•LOW EXPAN510N W/g NRdr11G/LIQUEFACTION SETTLEMENT,SEE SOILS REPORT FO L -fFdiP(ff�#7FtY) '��i -1By I m CATEGORY it,•MEDIUM EXFiANf!14;�/A-�YNAMIG/LIQUEFAG If F Q Q SETTLEMENT,SEE SOILS REPRT+POI `lt, °G/AF�oG{�},tY) �P r {- Z W U 2= ALL INFORMATION FROM GATE60RY III :•LOW OR 1`�Olt fALL ,,��,,��tt44 BASIC PLAN INFORMATION T40 BASIC PLAN AERIES TO DYNAMIC/LIQUEFACTION 58'FT NT ANO�Rl�NI$M,J.( AN51ON k'f/ ' nY -� =fD 0 PARTIAL POST TENSION POUNDATI ON FLAN PART 1 AL POST TENS 1 ON FOUNC7AT1 ON PLAN ALTERNATE ELEVATION N.NQ, OR W/O DYNAMIC/LION EFAH3 TReEeAE�T.AND/OR�'s H m L ALTERNATE ELEVATION N.N.0) a SATURATED ALLUVIUM GLEANVUr%T PS F ++ SGALC : 1/4" = I'-0" PLAN 3S (GATEC ORY I I 111) SCALE : 1/4" 1'-0" SEE 501L5 REPORT FOR L� +C940E �Y ph nir rr PROJECT NUMBER ��° 60559 codes sh911rbeV idle a:•�r [ pre+wire e tll�le PLAN 30 (GATEC ORY 11 4 III) ISSUED DATE OI/29/OS PLOT DATE OS/T1/03 DRAWN Br. REVISION Br: H.H. SHEET NO: S-3.1D 5YM5OL5 LEGEND ----- PORTING -07 DROP IN SLAD"MFY PRIOR TO CON6TRLICTIOW �.—.—.� R,EISAR 59 ® PAD HAMM GOUVIS DETAIL NRIER ENGINEERING DETAIL SHEET NUMBER CONSULTING GROUP PAD SCHEDULE 2'C SG.X Ib'THICK PAD W/(2)s4 E.W.BOTT. NEWPORT BEACH CA 920M 2'-6'S0.X ID'THICK PAD Al(5)s4 E.H.BOTT. NEWPORT SCH: (90 752-*2 FAX WO)752-M 5'-0'50.X 16'THICK PAD W/(4)a5 Erl BOTT. PALM 8PRNf11@ (790)323-WW S'-b'S0.X ID'THICK PAD W(4)IS EYd BOTT. BASED.L BEKAM,PP- 4'-O'S0.X lb"TACK PAD K4(5)15 EA BOTT. RESTRICTIVE NOTICE �I. THESE DESENA DRAWNIM AND 4'-b'50.X lb-THICK PAD W/(S)15 E.H.SOTT. SPSOWChTIONS AFE THE OcllllnE PROPERTY OF ROIPAI ENNI®IID CONIULTID GROW,AND ALL W-O"50.X 16"THICK PAD W(IS)05 E.K.BOTT. IFOAAAI CHSHDIM/6 COrsnaNNL TO ALL IEREINI AND NO PM" OF THESE DRAWINGS 5'-b'50.X ID'THICK PAD KU(b)s5 EA BOTT. CAN BE COPIED.T � LOOTUR IS BE1HKO"CANANY SvffrH IREB AT EN 00"ll OF POST TENSION NOTES ""mENGINEERING "°B"°N awWe B,I'INffRNB OONIU.TND Ix3s'A =2 5/8' 2 1xs4•n = 1/2" 4 4 aRoly RED-PINK RED-BLU YEL-PUR YEL-PUR OOPYRDHT SO"840FEERM x59'A =g• I. SEE SHEET FT-I FOR STRUGM2AL DESIGN NOTES AND TECHNICAL OONOMIM WHT-GRIN PARAMETERS.SEE POST TENSION DE516N PLANS FOR SPECIAL ALL M*M R�DIVED GONSTRLIGTION NOTES,TENDON AND ANCHORAGE INSTALLATION NOTES,CONCRETE PLACEMENT NOTES,TENDON STRESSING PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS STRE551N6 HOLES SEALING NOTES. 2. VERIFY WITH ARGHITEGTU2AL(Alb STRUCTURAL IF BY OTHER$) NO. DATE DESC. DE516N DRAWIN55 FOR ALL DIMENSIONS 5HOM ON POST-TENSIONED FOUNDATION PLANS AND REFER TO ARCHITECTURAL(AND STRUGTUiAL IF BY OTHERS)PRAWN65 FOR ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED 1 I 1 FOUNDATION PLANS. i ♦ I I 5. VERIFY KITH ARCHITECTURAL(AND 5TRL'GTURAL IF BY OTHERS) ---————— ,HOLOOKN GALLOUT INFORMATION AND 1 — ---- -------- r —� I --- ---- SHEARWALL�LOCATIONS.ArBOI_T J I L_____________T_ I I - = I L_________—_, I I I 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPADING. 0 IS ❑ —^— —^— : .,� I_--___-__-._ _.-.__.-_.. _-.. --—J 1 5. REFER TO DETAILS IS/Pf-1,16/I'T-I,IT/PT-1 AND 16APT-1 FOR INSTALLATION OF HOLDOKNS. I LT — ( L I —J I I 1 P ANCHOR SOL SPAOINO T I ............:.............:.............:............................................................................I. I I TYPE A 5/b'.P x 12'a 4b'O.c. NO. A 5/b'0 x 12'a 52.OZ. FJv I I I I x PI PI PI .............:.............:............................................................................). ` _ ® 5/b'0 x 12'0 12'O.G. PI — r � -17 Z -r Z———— 0 r 1 _� to-i-126 I r l —� ® 5/b"O x 12"a b"O.G. I I I I I I I I I o I I sss x 12" 1b'O.c. ® eorwxe'ts K,eonExe w O O 19 O I i I r 5/D"0 x 12'a ID'O.G. 11 skies�'✓5X6 NII 5°THICK SLAB I I 5'THICK SLAB 1 Q 2 SPADES AT 5'-8"O POST TENSION I 2 5PAGE5 AT 5'-8'O POST TENSION 1 5/b'0 x @' I2'OL. V skies w 5xb.111 Z -RED- I I J R-RED- I I 'LI J I I I I bo /6 0%12.a a.O.G. I ._3 I F sldss w SXb NII _Z aYL I r--------------------------- r .------------------------- TABLE �JLLT v I � � J _ ......... ....... r o I o SLOPE l�III ` T in0n 5'S"11 IL IIIII SLOPE i EXTERIOR" INTERIOR E L INL CATEGORY-- FOOTIN& FOOTN&/RIB MIDSTE EMBEDMENT OVERALL EXTERIOR .............i. ......... ....i gBELow THICKNESS"J" Foor1N6 AND OWEST INTERIOR AD.IAGENT FOOTING/RIB ZZ "— W 4 GOMPAGTED O IL sRA�E O . . .::':..........�.;. .... ........�•:• CATEGORY I 12"a INTERIOR O a r...........T. Q a..; a .r..... ;.•.. �( ' al Cl I I " SHEAR WALLS fA O 9l aa x I ONLYBN.N.OJ J J N D g�_g•11 I J : TEGORY 18 14 p D L---=----=----=------r " L-------------=---- —1 oMx z Q :— GA II ADD _— —J --____ __ _ __ •�1 CONT. OIL CATEGORY III 24' 24" ADD 2-04 IL O BOTTOM x CONT. J H W CATEGORY I a LOW EXPANSION NWv dtf,Ap /LIQU@FAO SETTLEMENT,SEE SOILS REPORRT FOR LOT GATE166RY)�OCI,1fC5,IN(, m Tie— Y CATEGORY II:•MEDIUM EXR '$V'10 f-LIGi�`j+�iGTION f-q SETTLEMENT,SEE SOILS RE�O ,lok, I ALL INFORMATION PRDM CATEGORY III:•LOW OR],,MPIUM EXPF.Ia91lDl'!t1(y,,,I, 1 ALL 1 P?�RTI�L POST TENSION POUNDP�TION PLANT ,ArN.NA, DYNAOR o'oY1�;�1TF��ION 'EaA ":�/ �AN510Nb � [ � m J ALTERNATE ELEVATION(UKOJ SATURATED ALLUVIUM GL`��-�,,^k�,,'',,4,.I,,IJ,j�#y PProve any von t be constru ° FAO"T NlMSM PARTIAL POST TENSION FOUNDATION PLAN SCALE , lia° = r-o" SEE 501L5 REPORT FOR l��tle� cor c"a r,er n r ho apoi c to — PLAN 38 (CATEGORY I) Presume 60339 PLAN 30 (CATEGORY I) 5",L� : va" ' r-o" shall be vary noel the tl t provisions nj ch s h 18SUED DATE OI/29/03 PLOT DATE 057/27/03 DRAWN BV: REVISION Il' H.H. SHEET NO. S-3.1E j I SYMBOLS LEGEND I I -_- 1 ® POST OR TRIMMER A9 NOTED x 4 4 SPAN AND DIRECTION OF ROOF MEMBER PER 50HEDULE � j 6--tX�) SPAN AND DIRECTION OF FLOOR MEMBER PER 9GHEDULE I 1 SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULE GO V v IS T T�7TC� PLF•100 PLFsl00 ! J j -r V 33-1! ` `/ ' SHEAR PANEL NUMBER.REFER TO SHEET 5D3 LL IL `I X FOR PANEL TYPE,PANEL LEN6 rr NOTED ENGINEERING ON rRAMIN6t FOUNDATIO�R CONSULTING „J! 4 -, ' ® DETAIL SHEET NIMBER L � ONSULTIN . . _. GROUP BEAM WMBER REFER TO 5OWI5 O ENGINEERING CALCULATIONS ROOF FRAMING PLAN ROOF FRAMING PLAN FLOOR FR?�M I NC PLAN FLOOR FR?�M I NG PLAN CCA AMPUS.DRIVE OX KEY NOTE NUMBER NE BEACH PLAN 3 ENH NGED S`"`_ : I/4• _ PLAN 3B 3G ENH?.NGED &`'�`'° ' I/4' _ II-O" PLAN 3 EN #} NGED SCALE : I/4" = I'-O" PLAN 55 4 3G ENHANCED 5`'4`° ' I/,' = I'-o• BEARING WALL NEWPCRT BCFL (949)752-tell ® GALIFOWUA FRAMING FAX (949)752-6= ; -- PALM SPRVJ(36. l7eol 923d090 9B E 5T22 6 Z ALIGN W/POST 12 t -5 GO R 4 " 12 KE 1 NOTES a BEKAM7,P c` _BELOW I _ y\ 4A II II 19 II i.._ -"-� I 4A OI GONTINIL`SHEAR PANEL THi0U5H WALL I\ 5 :K\ I '- x �X k�F 4 N {q I * 2 STRAP(S)OR HOLDOHN ABOVE HESTAICTIVE NOTICE I t _�/ II 1/ 7 M 2 SPECOOATIONS MIE THE BtautwE ,. �- 1 O THESE OE91OTI6.p1AMiT/65 AND x % M i 1 3 PLYWOOD AROUND OPENING phppBlTy OF OOIMS BJOf�11.J0 'll 7 1 4 4 5 ! I 1/2•X9 1/2"LS O - ®SINPSON TS22 FLUSH BEAM TO DROP BEAM EB 4x6 GONT I/2'X9 I/2" 9L PL BM IN 4 I 1 ALIGN WIITUD(S1P0ST ABOVE t uo pp,�yRgg X ..'I _ OYLFn:100 O5 IN6 BETWEEN FLOOR GV1 BE COPE4_CAN ANY aY� _'".Harm' O ~ 7 ©SEE Y WNHOI/f W1YRENIWNBENTOF,p 'y ,'V.�c h N '0 A •I 6 3A q Y L1� THUNDER OF BA 5 001NI6 ENt�Tf�G CONRILTIN3 X _.:. - y ? 12'-O 1 z Z XB O GROUP .._ ___... `-•�-3-�- /. n,y. _ X4 IB I A 6 LOCATE TRUES W/E.N. OOPYF4 HT 000N%BIG EBOlO s,'.. c.. �.. GONBLLTINO(WOW 2O �T LL O PROVIDE 3x SILL PLATE Nl NfiTI81ESBNED 2 `� ,'•,. 1O UNDER IJOUS L HE OF WALL ABOVE (W/LEND NAIL FILF•100 IS ..,, vE REVISIONS PLF-I&O / D TYP. .. O I EVISIO �.,./,'.`m•"` g , 2 '-0• r" 5 L'1 __' 38,_O„ II TRUSS HAhIGER BY TRU55 SUPPLIER NQ DATE DESC. 12 CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. 1 FRAMING SCHEDULE 1 o,n6/o3 TRUSS REV' 5 ._.____ __.__ -._ - I DB516tE I15 D ROOF TR3E5�24'O.C. qA ID ! ! 4A 4A 4A �] II fro'DEEP I-JOISTS.192"Of- 2 1 7/0,DEEP I-JOISTS 6 16.O.G. _.. __ - I. ._ O4 11 fro'DEEP I-JOISTS 0 12'O.L. 6A - N - J= _ _ - i; O6 II 1/6'DEEP TJI 250 6 16"04. F-ie�p _--- DROP 8M !I !' 4X6 _ _ O 2 X 10 DECK JOISTS 6 16"O,G. / RIPPED 14 PER FOOT TO DRAIN 2 X 10 JOIST'SAWTERS 6 16.OL. 4A' 8,.0• O6 2 X 6 ROOF JOISTSRtAPTE E RS 6 16"OZ. .- y . xe _-,t; �. - (.✓. �-;' �'" �- -- _., 7 4A 13 ® O 2 X 6 FLOOR JOISTSIRAFTBRS 6 24.OA. In ° - - MIN NOTES P ©MIN FR?� C- } ,.:✓ i. ._>_;- z ....- _ STRAP TO = _ - I. AND DETAILS SHEETS .. / _.-. POST BELOW _ 13 (2)2X65TUD Hot F.H.FH6 Ib"O.G. 1^LEN 1B. a - 3'. 2G SA 9G "..... .. 1 �a IB ry R 11 _ !� 38'-O• ! O IS p 2. REFER TO SHEET 5D FOR SHEAR WALLSCHEDULE. r kf ry 13 -F/• 5 _ r I T 10 5 I/4 x9 1/2 P5L 5. PLYWOOD SHEAR WALL5 CANNOT BE USED AS PLUMBING WALLS. �Wy 6Z bZ ..-_ ._. _. .- - - ry `V .0 8B 11 ." ry . p R : r 4. USE S MPSO "IN US"HBANGERS FOR CONNECTION OF"I'Y sOUVIS ENSINEERIN&IN I JOISTS TO - X I OTHER FRAMING MEMBERS N.NOJ. W 5' ,_ E R 4Xb ''" T 16 5. USE DETAIL II/5D-3 FOR SHEAR WALLS EXTENDING TO ANY 0 W to Y 6X6 to IN (IF__g4OOII .,,.. .._ ©MN 6- 2 oPENIN65. X4 16 - - -O I 2 S 6. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS Q X W �b 61 X8 I M �� b .. 1- ... _.... 14A 0 6 OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR x �, \ Y Z W/STRAP D ERW 9E J015T GAN BE J ' 12 ASTM D5055 QUALIFIED PRI 400 MANIFAGTURES.'I' _O 9B 8 ANY OF THE FOLLOWING UNLESS NOTED OTH J I I F Z k4 2 8A 10 O FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN,GODS F 5 SD3 REQ FOR BETTER PERFORMANCE HIGHER SERIES JOISTS UIREMENTS, Z ARE RECOMMENDED WHEN SPAN EXCEEDS 15'-0". Q LOW 13 2 z _ Q 4 LVL'M BEAMS LAN BE ONE OF THE FOLLOWIN6(UND) �9II MANUFACTURE MAC.MILLA !• Lu HI -t / qB 4 .- - 4 MICROLl1N1 FARALLAM O 9 2 GT's2 IB 40. /b'XI ' L B OR BM 5 I/8 XI B 14 Il rb:22" P2600 P,�r:�2100 OO d W ) 10 13 tea,OF DROP BT'A J /O 1O E.1.9x10•E•20x10 y{i�J IB I a SD 4A J� i;`v 1 5/4• WA >5HEAR V4ALL 5GHEDULE a x I3 LLl � I t wA 2 11n6• O� IL 199T UNIFORM BUILDING GORE/2001 GALIFORNIA BUILDING CODE 1 S X 4 IL X: WA 31/2' O asaJ � FRAMING 2 FI _ 5HEA7NI EDGE FIELD SHEAR SILL R GLIP9 ANCHOR 8 (Fx 1000s) 4 O c' WA 5 I/4' O J W P NAILING NAILING 61 PA ITT NAILING A35's'L BOLT - - (GOMMOW( (PCP) OR LTP4y SPACING GON 4X6 O "'APA D d's 6 tl's '.• 5ro'O x 12' -..EHD';iTtU95'- .- H - -. _ ......__ _ ... _...- ..- Z �. rated 6 b'O.G.•12'O.G. 260 •6'O.G. 6 16'O.G. 6 46.OL. ry ' "J" x -. .. __ _ _- _.. xs-.. ._b,_O._ GO X 15 nMBB[sTRATO Pb2• gfJOn: Y'A2}o: Wm - Sro•APA 6 do 6 dy yyo y s •12'OA. 5/D'O x t2• r _ rated 6 4 O.O 6 12 O.G. 6 4'OA. •32'O.G. 2 -. . .__ __ _.. __.. _... __ lA .. _. _. .IA._..... .._.. __ .. -.... ._: , .. u - �4Q rk _A$v:raDa axle BM_ 2 Z W w z z 3/8'APA 6 d's 6 dy 6d''.. aro'o x 12' ! b 2A 2A b aPPro�,b tP 1 O _ in O mtee i ��//pp nnoe r u r nu�� IC.1L m J IO dy IO d's TJ22M q TJ22XT a ai o, °r 9rannnr; rated •3.OA.•12.OL. 490 5.OA. 6 10'04. 6 12'O.G. PLF•100 4 I The ssu y II aPPI i r Cr➢ae.1 I i m t r Q • B/32•APA y, .61 oG. sro•o x 12• 9A Pproy �I`wal 1 6 3.O.G.6 12'O.G. 6� •3'O.G. NXAJ 6 O'O.G. 6ARAfiE PORTAL I^GARAGE PORTAL Permit rnesr PROJECT NUMBER �\ Co(ie5 Pr aPPr°ve r I.no P nnrt bn oroinanc ',can true F \ . '.\ euthori cons hl SSOUED ATE ® ro'O x 12to be sea .t-t"I` 6 2'O.G.•12'sO,G. DTO i 7•o.G.km 6Nxol• 1°X ielw ^ r.1 98 Cotles shallt a�olate P N I Pre$1�'Peannl pa r (•) ratedSee „ � N' Z alttl. ei the d to 5/6' d'APA 6 '. D d'. see Shea' ro'0 x 12• dons •3'O.G 6 12.O.G. 460 trarl.fsr trarerer I6.OL. Prov1 0l sucn PLOT DATE: rated tletgll dowlt 5X6.111 �� 0•7/16/05 8,52•A'PA' 10 Ws 10 2d see shear ro'6 x 12' atwatural 1 •3'O.G.•12'O.G. 1200 trolNer tranrer 12.O.G. DRAWN BY. REVISION BY. . .ram detail detall !IA sill 15,32•APA .ee.hear .x12 ROOF FRAMING PLAN FLOOR FRAMING PLAN H.P. str.turol I T o.c i 17'soo. n4O N/A transrer b•oL. SCiiI\LC : I/4" = I'-OR •ae•rated d.tail 3X4s111 PLAN 3A PLAN 3?� SCALE : I/�" = I'-o" SHEET N (.)PROVIDE 3"NOMINAL OR WIDER FRAMING AT ADJOINING PALL S-3■2 EpoE5 WITH NAILS STAGGERED. \ USE A55 6 6'O.G.ON SIMPSON STRONG WALL t HARDY PANEL N.NA) SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED 4--- —� SPAN AMID DIRECTION OF ROOF MEMBER PER SCHEDULE t }—)�-Kx� SPAN AND DIREGTION OF FLOOR mi. B SG PER FE°uLE PLF•100 V(._{X}.--)� SPAN AND OIREGTION OF DECK MEMBER PER SGffDULE 2 V SHEAR PANEL N/MBER,REFER TO SHEET 50.2 GOU Y�77 1S EXTENDED TOP ca1oRD IF FOR PANEL ON FRAMING 4 FOUNDATI ° ENGINEERING X DETAIL NR'BER CONSULTING 4 .-_ , DETAIL SHEET NUMBER GROUP OBEAM NU MBER,REFER TO GOWIS ENGINEERING CALCULATIONS x CAMPUS DRIVE 4.11 ✓ , , x I I r OX KEY NOTE WMBER ��NEWPORT BEACH Z s i 1 4XIO p __ BEARING WALL a FAX, BCtL (i 752-W it I ® CALIFORNIA FRAMING PALM SPRMOS VeO)323-15M ✓ 1Ik/ I h ' b KEY NOTES BREED J BEKAK PE. ---- .. 1 O CONTINUE SHEAR PANEL THROUGH WALL '. E'SONS,OMW►40Q AND Y' ✓, t " - i} ! a.^ O STRAP(S)OR HOLDOWN ABOVE SPE(]FICA MEW OTONB NE THE EXCLUSIVE 1 , PLYWOOD AROUND OPENINGPROPERTY OF OpMg B4pP4Epw0 �' •1• . D it i // 1 ®SIMPSON T522 FLUSH BEAM TO DROP BEAM eidiAWON 814D1M4 IS / a/ •.�/�1/j K F'- JI '.! r I j �1: CONFIVENTIAL TO O RECIPIENTS ALIGN WITH STUD(5)OR P05T ABOVE t AND OF �THESE OMWH(i5 _ I PROVIDE SOLID BLOCKING BETWEEN FLOOR CAN BE COPIER TRANSFEFEO,OR REPROWCE11 NOR CAN ANY LINE OF BLOCKING W/EDGE NAIL. sTRICRIRES BE GIRT FROM T -`-, t - 6SEE PLAN FOR R O W7 BAYS 1H011T WRITTEN CONSENT OF V IDE SOLID BLOCKING OOUWS ENO CONSIILTHO ( O LOCATE TRU55 W/EN� SROmp i OD LOG .. COPYRIGHT OOINIS ENGINEERING OONSi 0 GROUP 2002 Y PROVIDE 3x SILL PLATE ALL RGIIIB RESBIVED CONTINIJOUS 1 ! .__.__._. _._._.._-.._ 4 r=':•' ..•: _ r r':' 1 O UNDER SHEAR WALL ABOVE W(INE or Bi)G516 NAIL II TRUSS HANGER BYTRv,55UPPLIER R NS i..13 .______.__..___a_ _ _. ._._.._ __ O 13 CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN 6105 �j REV 1 NO. DATE FRAMING SCHEDULE .? O DESIGNED ROOF TRu55E5•24'O.G. '•ii �. }...T, '�„ .%��'��' - ___._ O II T/b"DEEP 1-JOISTS a 19.2"OL. it N ;`•/.•�• O II T/6'DEEP I-J015T9 a IVOL._.:.,._...� � -._.. •�._.._ _.:1 ,_....... I •-, .: 1 , 0 It 1/6 DEEP I J015T51 12 O !it '- _ _ __ O It 1/6"DEEP TJI 250 O Ib"OL. 2 X 10 DECK J015T5 a 16"O.G. RIPPED I/4•PER FOOT TO DRAIN 2 X 10 JOISTSrTiAFTERS•16'O.L. _• 2 X 6 ROOF JD15T5/FLhFTER5•Ib O.G. I 'C .I 2 X 6 FLOOR JOISTS/RAFTERS a 24.O.C. (� _ __._ ___..______ o _ FRAMINCG NOTES �'�c r. x p�' ._ ...._.. ..._�. -.. .-.. a _ __ M/E -�„';'. L REFER TO STRIUCTURAL GENERAL NOTES AND DETAILS SHEETS (SN-I SN4)FOR MORE INFORMATION 5 — 2. REFER TO SHEET 5D2 FOR SHEAR WALL SCHEDULE. b 2 5. PLYP4000 SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS. Q UNLE55 APPROVED BY GOUVIS ENGINEERING IN WRITING. 2 4. USE SIMPSON'IUS'HANGERS FOR CONNECTION OF"1•JOISTS TO Z V OTHER FRAMING MEMBERS N.N.0). ![ Li USE DETAIL V.-3 FOR SHEAR WALLS EXTENDING TO ANY v,,-•- OPENINGS. olu to lu 6. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROIA510145 ul - r OF APA PRI-400(PERFORMANCE RATED 1-JOIST STANDARD)OR �Ib a�[ �• _ :.'�. ASTM D5055.OUALIFlED PRI-400 MANIFAGTIRES.'1'JOIST GAIN BE V ((([���� _ ANY OF THE FOLLOWING UNLE55 NOTED OTHERWISE. Z j J of s J JJ J FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN GORE 12 RMOUIREMENT5,FOR BETTER 2 IA 12 IA O O X q z ARE RECOMMENDED WHEN$PAN EY4M DS 3 HIGHER. SERIES JOISTS .� ALL'LVL'MANIFAGTURED BEAMS CAN BE ONE OF THE FOLLOWING ONO) kp FSHEAR TW15f✓UEN \ 5A 9 10 U95 TR 2 MAC JOLLµ X6 CONT.TOP PLATE 19 - n 2 _ �/ W 4X6 Xb 4X6 .... .. .._ _. _. _. .. _.. _.. 10_ MICROLAM PARALLAM IL O - - - ILI I I 4X6 18 5 2-10 , E••1.92 x0 E••2p.Ox�lO O ca Q W x I -O x 2 A�w I 91 IL W 1 5/4' WA 3 W Q SHEAR WALL SCHEDULE 5'-5 1 1 5A b b 5A 2B_ WA 2IIA6' O 199'1 UNIFORM BUILDINS CODE/2001 CALIFORNIA BUILDING CODE, 2 2 2 4 u_ n 5D4 WA 5 I/2' J 23 FRAMING IS '' WA S I/4• SHEATHINGSHEAR EDGE FIELD SHEAR SILL It CLIPS ANCHOR 7 F P HALING NAILING CAPACITY NAILING,A35'a1550' -BOLT 5 2 WA �• TYPEly GOMMOW( (PLF) OR LTP4b SPACING A: M _ 5/6'APA 6 do b dr b• Sro'e x 12" /. F�� LLJ PLF•110 ® 260 •16'OZ. 3'-3 II 2 ..Y I TIMB�STRAND Fb•22 FOv.740D i Soled •6'OL.•12.OC. •6'O.G. •46.OZ. I PLF•IIO NOR '�49y nanny s © sled A e 4'OL•Z OZ. 350 •4'OZ. •12'OL. •62'OL• a„net ca�lle�s ha e n I L) N� ~z W WHIZ PPIOVaI etl t ytll APA 6 dr D db r s 5/q'O x 12' 4X6 4X6 a Lin ID grant r ° 1 ( _ n n rated •5'O.G.•12'OC. a 5.OZ. •10'OC. •12'-04. The atxttura II 10 dr 10 dr 600 6db s e 6.OC. 5/b'O x 12' k� tlesly°lu pPro a Plans,:' of a P PROJECT NUMBER J o/the grant,,,, t •5'OC.•12.OL. •3'OZ. Nt4o) •6'OL. 1 7 author,y to vi na"Cs' No���>r non n°'construe 60339 /D'a x 12' °r tier°i ve any i11 not rn'f aPPlic ISSUED DATE ® atrwtvral I, 10 db 10 dr b to r s •b'0) 16.O'C'' 2 COtl shall 01 or c t °i the to (') rated •1.OL•@'OL. •2'OC. NNA) 6Eact� 9A valitl. ance/the Pr°$umetl t a le N s are Panni see aNea. /b'o z 12' D Provisions °g ve OI/29/03 5/6'APA D db 6 Wo 4b0 N'show Marotx 16. x 1 ALL INFORMATION FROM ALL INFORMATION FROM sides rated •3.OC.•I2.OL. detail detail 5Xb WII BA51G PLAN APPLIES TO BASIC PLAN APPLIES TO PLOT DATE 15/52•APA IO dr 10 db a see Sher /6'o x 12' PARTIAL ROOF FRAM I NCS PLAN ALTERNATE ELEVATION NNA) PARTIAL FLOOR FRAM I NC PLAN ALTERNATE ELEVATION N.N.0) O4/25/O5 s 'ted •5.OL a 12.mr- 1300 k"i �li°r W491il PLAN 3B `�.�-M 1/4" = I'-O° SCALE I/4" = I'-O" PLAN 3B DRAWN BY: REVISION BY H.P. IS/32'APA 10 dr 10 ar see shear /6•e x 12' eldee �Wro1 I •2•oL a 12'oL. n4o ww detail� SX66 OZ. SHEET N (-)PROVIDE 5"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL S_3■3 - EDGES WITH NAILS STA66ERED. USE A55 is 6'O.G.ON SIMPSON STRONG WALL it HARDY PANEL 610W) SYMBOLS LEGEND 0 POST OR TRIMMER AS NOTED SPAN AND DIRECTION or ROOF mEmseR PER SCHEDULE SPAN AND DIRECTION Or FLOOR MEMBER PER SCAP-DULE SPAN AND DIRECTION OF PECK MEMBER PER SCHEDULI! 9 SHEAR PAWL NUMBER,REFER TO SHEET SP2 GOUVIS FOR PANEL TYPE,PANEL L.ENSHT NOTED ON FRAMINS 4 FOUNDATIOM PLANS. ENGINEERING DETAIL- CONSULTING DETAIL SHEET NUMBER GROUP BEAM HIMSER,REFER TO 6O1VI5 ENSINEERINS CALCULATIONS 4400 CAMPUS DRIVE x OX KEY NOTE NUI'I%!R NEWPOR`r BEACH CA 92660 E3 BEARINS,WALL NEWPORT WAL (949)752-111312 u� FAX' (94)M-6921 CALIFORNIA FRAMING PALM SPRIIM (M)3236M SAEED J.BEKAM,RE KEY NOTES _j (DCONTINJE SHEAR PANEL THROJOH WALL RESTRICTIVE NOTICE STRtI OR HOEDOWN ABOVE P*W OEWWA DRAWINGS. E NA SPECO'CATIONIt Vcuw� PLYWOOD AROUND OPENINS, CONsaxlia GROUP, SIMPSON T522 FLUSH BEAM TO PROP BE INFIORMAITON sHchol a CONFIDENPAL TO�RECIPIN111 NO OF THUE�Yffl" ALIGN WITH STUDW OR P05T ABOVE 4 MPART PROVIDE SOLID BLOCKINS BETWEEN FLOOR OOPED�TRANSFERIA OR LINE OF BLOCKtN5 W rC*E NAIL. REPROOLICEM NOR CM ANY SEE PLAN FOR NUMBER OF DA*1'5 STRUCTUR116 BE INAT FROIIA THEM .. ........ WTHOUT VANITEN CONSEEW OF Gouvis�CONKILTING j PROVIDE SOLID BLOCKING A GROUP Lj I LOCATE TRUSS A/E.N. OOPYRKGHGR GOLNIS ENGINEERING L OM=PROVIDE 5x SILL PLATE ti' ,_,_N BLOC CONTINUOUS LINE Or _KIN6 W END NAIL 10 UNDER SHEAR WALL ABOVE KI(1)0516 REVISIONS F1 (D TRI HANGER BY TRU55 SUPPLIER Q2)WNTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. NO. DATE DE&_ 1 0-06105 TRUSS REV' FRAMING SCHEDULE O DESIGNED ROOF TRUSSES 0 24*04. YN 11116"DEEP I-JOISTS*IaIXOZ. FFA !/f7 11 17/61 PEEP I-JOISTS 0*1 0/1. ---------- 11 116-DEEP I-JOISTS 0 12-0,16. ---- ---- 11 116*VIEW TJI 250 0 16'0Z. - ------------ 2 X 10 DECK JOISTS 4 16"O.C. RIPPED 1/4'PER FOOT TO ORAJH 2 X 10 JOISTS)RAPTEft a 16"04. 15 15 2 X&ROOF JOISTS~TERS 0 16"Oz. No. ' Exp. y 2 X 6 FLOOR JOIST9,111,AFTERS,0 24'O . &X6 Y-6 6 X�A 6XI2, DROPBM ❑EI FRAMING NOTES ............ --------------------- do Fal-- I. REFER TO STRUCTURAL GENERAL NOTES AND PrTAII-C SHEETS (SN-I 4 5N-21 FOR MORE INFORMATION 2. REFER TO SHEET 502 FOR SHEAR WALL 5CHEOULE. 5. PLYWOOD SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS. UNLESS APPROVED BY 6OUVI5 ENGINEERING IN W6tITIN6. < 4. USE SIMPSON'IUS"OTHER FRAMING MEMBERS HANSE FOR CONNECTION OF'I'JOISTS TO 7- jz ki MEMBERS (U NO). USE DETAIL 11,50-5 FOR SHEAR WALLS EXTENDING TO ANY OPENIN65 n 011im 2 6. ALL P400D I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS 01 '0` P<: 11.11 4)-W 4XI� -4XZ� r-_- OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR %do A57M 05055FOUALIFIED MI-400 MANUFACTURES.-I-JOIST CAN BE > f7;:, 5� ANY OF THE OLLOKINS UNLESS NOTED OTHERWISE FLOOR J M SYSTEM HAS BEEN DEPERF SIONEORMAWED TO MEEHI&4ER SERT MIN COI DEE5 JOISTS ; KT5 REOUIREMP ,FOR BETTER ARE RECOMMENDED WHEN SPAN EXCEEDS151-0". 15 ALL'LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOWING(UN+O) 2c —1 TRUSS J015T to SA 2B MAC MILLAN Lu �>Lr-llo 4X6 4X& CONT.TOP PLATE MOROLAM IPARALLAM ( de X CONT 4X6 7 ft-2600 .24W Uj F , 0�LI F" E.12M 1, 240 1 II 4xb q.10 E.2 OXIO 15/4" N/A CIO on IL SHEAR WALL 5SCHEDULEN/A 2 11/16* 1 rb-Y-SA7 A 2 WA I-tal-I UNIFORM BUILDING COVE/2001 CALIFORNIA BUILDING COVE. J 'D WA J 6 IN" U SWAM SHEATHINS EDGE PIM.0 SHEAR SILL T ftl PLF-110 N/A A PANEL NAILING NAJlJN9 CAPACITY NAILING Z.'� 'BOLT(COMMON)(COMMG% OR LTP4�. SFACIN& FCF�P., TYPE r3l\ �j — Fbal" , - ec 9/6'APA &ds, &d-6 2 A 260 1—Ithi- 0 16'OC. a 40'04r. ABV rated 0 6"OZ.0 12'0 0 War- 3'3 II TIMBER STRAND1 :z U.1 B/b"APA 6 d &dI. lbd'b '0 x 0.0 0, no a 12,OZ. 012* 4X6 eio LILJZ A rated Is V s 12' a 40 OZ. 52 .0. PProval d*OZ. 4"0 *d',0" a 10,or "o x y all 'c' 5111"APA bg'?OZ 11 2' a 64 w",P" X rated 12" 51 of'. .6. y .... ............ a-IL IOJ 15/52'APA�to,, 6d"a"" 0 6" '0 x 121 OL. an, P_ approval a or lans Permit PROJECT NUMBER 1",_ I j, b" bes OJND04 rlol en structural' '�O.C,�'OIPOZ. 600 P.—I a r05 0 05,010. a.ina 60559 A 15P32'APA 10 dia I �I, :" P­ a _­ 06,04. 1 o.aE. 11A ,"I, ppl; o/such _Nd 2'OZ 0 (UN101 t PlowafOl, . 9111, tr_ -�M 0. -11�ilpl­ "20oz. 7;, ..ad f ISSUED DATE ohm see&1~ 12" 01/201/05 5/6'APA &d. &dIS OZ. q6O H"' 16,04 ALL INFORMATION PRC`44 ALL INFORMATION Fmam� rated 111 5'04.a 12' t—Ow VoweF BASIC PLAN APPLIES TO PLOT DATE., detail detail 5X6 fill BASIC,PLAN APPLIES TO Tinm Aim j 15/!12"APA — we mea�-0 n.- x 12" PARTIAL RQQf` f`RAMINO FLAN ALTERNATE ELEVATION Aj_N_O_) PARTIAL FLOOR r-RAMINC-7-PLAN 04/25/05 2 4 y N. a losq e to de 9-CALM 1/4' DRAM BY, REVISION BY, 1 0 .0,. 1200 tr-1-1 I, 01-•12 dxifl —far 2*OZ. W rated dt.11 5)(6 sill 15152"APstructural A ses,thea, 61b.*.12. PLAN 5(f, PLAN 5(:, H.F. ;x0f SHEET NO., to to1740 WA tra'ster, 6, A rated .2 IN 11POZ. detail . (")PROVIDE 5"NOMINAL OR HICIES:FRAMING AT APJOININS,PANEL s-3.4 ED6C-9 WITH MAILS STAGGERED. USE A55 0 6"O.C.ON SIMPSION STRONG WALL 4 HARDY PANEL(UX01 SYMBOLS LEGEND POST OR TRIMMER A5 NOTED ❑ I H Ste,>)>„ 12SPANND A DIRECTION OF ROOF MEMIBER PER SCHEDULE�— __._ .-- ____ __.�• SPAN AND DIRECTION OF FLOOR FEMEER PER SCHEDULE ._...._.._ _.._._.._..._.. '.r 1_ i GIR .. I L .A r` SPAN AND DIRECTION OF DECK MEMBER PER SDULE _.-.-- ❑ I SHEAR PANEL R TO ET SD] GOUV PAL D ENGINEERING SI NG Li ON FRAMING t FONDATIOM PLANS. DETAIL NUMBER CONSULTING GROUP ENSINE r-3i"..b><^,•'-.i'�,C L.:�.-✓. l ' O R� TO 6O UV 5 E '"5 CALCULATIONS4400 CAMPUS IO KEY NOTE NUMBER EwPoR lb fl v . CA BEARING WALL NEWPORT BCFI ( 9)762-tr S I/2" b"LSL FL BM FAX (949)752-6=7 CONIA FAMING 5 GLC PALM SPRINGS (/B))923-5M _ - KEY NOTES SAEED k BEAMM PE. L T a ,I 11 II O CONTINUE SHEAR PANEL TYIROUFaH WALL RESTRICTIVE NOTICE THESE 5TRAP(S)OR HOLDOMN ABOVE W I = ❑ ❑ O3 PLYWOOD AROUND OPENING OEexM4w.M94.MO SPEC�TIOHS Am THE DXXUSPYE TY OF Q0UIM EINGINEBIWO 51MPSON T522 FLUSH BEAM TO DROP BEAM NSLLTH RON GROUP,m M ALL RECIPIENTS ALIGN WITH 5TUD(()OR P05T ABOVE t OOR Mp OF THESE DRAVONGS W/EDGE NAIL.NS TMIE FL CREPRODUCED.NOR AN T0.�NCAN A:OR ❑ �_ __ _ _._ __ __- PROVIDE SOLID I © LINE OF N OCKING �g IT EN C Fppy OF SEE PLAN FOR WMBER OF BAYS MTfINOUf YetlT7EN CONSENT OF O PROVIDE SOLID BLOGKIN6 GQUP 6 ENOREFAING CONSULTING GROUP �H LOCATE TRUSS W/E.N. COPYRIGHT GXRNB ENGINEERING CONSILTNO GROUP m 9O PROVIDE 5x SILL PLATE ALL Rim"R SEFVB) O10 C�ONTINKNJr LINE OF BLOCKING W/END NAIL UNDER SHEAR WALL ABOVE W/(1)C516 REVISIONS ALL INFORMATION FROM ALL INFORMATION FROM (D TRUSS HAVER BY TRUSS SUPPLIER ALL INFORMATION FROM BASIC PLAN APPLIES TO J� /� J� BASIC PLAN APPLIES TO NO. DATE DESG BASIC PLAN APPLIES TO OPTIONAL PLANS N.N.OJ PART I A FRAM I NC PLAN OPTIONAL PLANS NNAJ 12 CONTINbIY TIMBERSTRAND OR SPLICE PER PLAN. PARTIAL FRAM I NCB PLAN OPTIONAL PLAN N.N.OJ PARTIAL FRAM I NC PLAN 1— °�^°/°� " 5�� --- SCALE ": 1/4 a 1'- SCALE : 1/4" = 1'-O° OPT. BEDROOM 'I SCALE : I/4" = r-o" OPT. DEN AT WORKSHOP 0° OPT. BONUS/BDRM �✓ FRAMING SCHEDULE DESIGNED ROOF TRUSSES a 24 OZ. 1 II 1/6'DEEP I JOISTS• .2"O.C. II T/6'DEEP I-JO15T5 a 16'O.O. II 1/6'DEEP -JOISTS a 12 1 l I 'OZ. II 1/6'DEEP TJI 250 a 16'O.G. 10 RI 1 JOISTS 0 16'04. XPPED 4 KPER FOOT TO DRAIN BM W/EN ❑ 1.. _ ❑ O 2 X 10 JOISTS/RAPTERS 2 O 2 X 6 ROOF JOISTSMRAFTERS a 16'O.G. No. _ F� 2 x 6 FLOOR JOISTSARAFTER9.24'O.G. ' W b '° FRAMING NOTES LSL FL BM .::.�.4!. f k ._ IL I. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS �. 5 5A 5A (S.t SN-Q)FOR MORE INFORMATION 2. REFER TO SHEET SD2 FOR SHEAR WALL SCHEDULE.O to 5. PLYHOOD SHEAR HALL5 CANNOT BE USED AS PLUMBING WALL5. UNLE55 APPROVED BY GOUVIS ENGINEERING IN MdRITIN6. Q 4 F USE SIMPSON'IUS HANGERS OR GONNE CTIOV OF'I'JOISTS TO V A bX6 16 = O ❑ ❑ O =—� OTHER FRAMING MEMBERS N.N.OJ. t 0 12 S. USE DETAIL II/50-5 FOR SHEAR WALLS EXTENDING TO ANY Z J_ _ .. .._ .. OPENINGS. O W to 2•-S° 15 4'-0" I ;,._^.' -... __. OF APA PRI-400(PERFORMANCE RATED I-JOIST STANDARD)OR ¢�[lu of 6. ALL HOOD 1-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS W ASTM D5055.QUALIFIED PRI-400 MANUFACTURES.'I'JOIST CAN BE - ANY OF THE FOLLOWING UNLESS NOTED OTHERWISE. J J FLOOR SYSTEM HAS BEEN DESIGNED TO MEET MIN.GORE REQUIREMENTS,FOR BETTER PERFORMANCE HIGHER SERIES JOISTS ALL INFORMATION FROM ALL INFORMATION FROM ARE RECOMMENDED MIEN SPAN EXG.EEDS I5'-0'. ALL INFORMATION FROM PART i AL F RAM I NC PLAN BASIC PLAN APPLICS TO BASIC PLAN APPLIES TO ALL LVL'MANUFACTURED BEAMS CAN BE ONE OF THE FOLLOW NG NxOJ OPTIONAL PLAN NNAJ BASIC PLAN APPLIES TO OPTIONAL.PUWr NNAJ PARTIAL FRAM I NCB PLAN OPTIONAL PLAN NNAJ PARTIAL FRAM I NC PLANTRUSS JOIST OPT. UNDER BEDROOM '1 5CALE : 1/4" _-_ OPT. BDRM 8 AT WORKSHOP �'41-� : 1/4• - '��• OPT. BDRM 5/6 4 BA. 4 SCALE : v4" = 1'-0' "'''`"""A" W MaGRaLAM PARALLAM Fb•2600 w•2900 Q PY•2bs sFY•2-0 d W �G6 �G6 fl E•1.9x10 E•2Ax10 IR W W r r 6XI0 DROP L5M 1 5/4 WA > L�P� 30,,PEEENP GONG. L� 21 WA 2 1VI6' z O O 0 0. SHEAR WALL 5CHEDULE 199T UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING GODS DECK WA 51/2• Q� J FRAMING WA S I/4• gf O J V SFEATHI EDGE FIELD 51EIJR SILL R CLIPS ANGIIOlt p F PANEL NAILING NAILING CAPACITY NAILING ASS!)_550' BOLT 6 WA T !.. _ TYPE (fiOMMOW(COhIM90W (FLF) OR LTP4's SPACING O D SCO FG,.4 ® 5/6"APA 6 d'e b d's bd1 5/b•a x 12• fX'1 •� raked a b'O.G..12'O.G. 260 a b•O.G. •16'O.G. •,yy OL. I Ive"e U "`'zit. X M TIMBER STRAND Fb•2 Fw "/ Z L W~aQ © rated a 4'O.G..12'Or. "JO e W O.G. •12'Ob. a 52'OZ. 5 1/2'xO'LSL + aPPr val bran"d r°a rd ?ATM_ t Gn O 5/b'APA b d's 6 W. 's O h cable e h U-_ luz 490 •10'O.G. 5/b•e x 12' 7h IatU Yell aPPl oen U 1,, I ':peal rr,.e U2 Q 3/d APA 6 do a df ti PermU O1 Gh 9ranr;Tr, rated •5"O.G,a 12'OG. •5'OZ. •12'OZ. 6 M STEP aPPr°yaU a^pae e .y Q IS/32"MA 10 d1. 10 d1 6dL a b'OG. "'a x 12' c o rated al I .9'O.G..12"OZ. bO° .5.O.G. NNAJ .D'OL. FAM I L B�DROOM our s 'o vpr°� rated BEDROOM 4 °„a ^r e P',.,,� °'a Perm, PAodEcr NUMBER ® 15/52'APA 670 /SX sl ht'1 Fl °des rit be vy/tl^ce a at Pr bb I�" 10 d's 10 dY y& a 6'O.G. CJ rated •3'O.G a 12'O.G. •2'O.G. NNAJ t W ° ahallGO �rI:I r DATE e /b•O x 12' rsl o,+ 3/6'APA b ds 6 W. 960 UP,, er at—I'eor 16"O.G. °t such 01/2�/°5 .kiss rated •5 OZ. 12 O.C. detail detoll 3X6 sill PLOT DATE: ALL INFORMATION FROM ALL INFORMATION PROM ALL INFORMATION FROM 05/25/05 15/52'APA 10 d's 10 d's she see ehecr /6"e x 12' BASIC PLAN APPLIL'S TO BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO f1�,.atrwte Wa1 1 e s Q.G..12"O.G. 1200 dre';;� t f� '2 b°N�1 PARTIAL FDN PLAN OPTIONAL PLANS NNAJ PARTIAL FRAM I NC PLAN OPTONAL PLANS NNAJ PARTIAL FRAM I NC PLAN OPTIONAL PLANS NNAJ DRAWN Br. REVB310N BY: s/s2 APA b df o as see shoo ,'o x 12• SCALE : 1/4" = P-0" SCALE : 1/4" - I'-O" SCALE , 1/4" = P-0" H� ��11 e2"o.G.e12.00. n,o wA a K 6"of-.1I OPT. DECK OPT. DECK OPT. DECK SHEET NO. (*)PROVIDE 5"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL S-3■5 - EDGES WITH NAILS STAGGERED. USE A55 0 6'O.G.ON SIMf SON 5TI ONG WALL 4 HARDY PANEL NNAJ 16' MIN. (16" PANEL) 18", 24", 32" OR 22' MIN. (22" PANEL) 6" (MIN.) 48" PANEL EXTERIOR TEMPLATE IL o #3 HAIRPINS - TIE AROUND 134" (MIN.) EMBED ANCHOR BOLTS TO 2 (MIN.) (REUSABLE) R ANCHORS SEE DETAIL BOTTOM OF THREADS r I r 2 1/8" F = 0 2" (MIN.) r EXTERIOR TEMPLATE I /4" CLR. I�j + IN U 10"(MIN.)•---.-� I A (REUSABLE) 2J(j" TOP OF CURB TOP OF SLAB W r' TOP OF CURB 6" ° n (TYP) 11" MAX. • A O GOUVIS • TOP OF SLAB UNLESS LONGER FINAL GRADE p A.'a 7/8" DIA. x 28" LONG BENT ANCHOR w w 11" MAX. RJ TOP OF SLAB (�) PER PLAN �4 •' BOLT IS USED ^• BOLT, GRADE A307 (SEE DETAIL) o ENGINEERING UNLESS LONGER �" CL • • d ., FINAL GRADE ( •.• I 4 x I, < n n ro BOLT USED FINAL GRADE '° ' de ••° ' , .. �— •+'i;'; ;.r;•.. d. • . •°' ! .� : 2" HARDENED WASHER g a CONSULTING I ° d I •. d d.. • WHEN NECESSARY (TABLE 1 SPD) o N 0 0 GROUP i,Pq il �i¢" DIA. x 28" LG. BENT ANCHOR ° ° #3 HAIRPIN AROUND ANCHORS •• Y •. �� a d. • o 0 0 •'f a BOLT, GRADE A307 (SEE DETAIL) 14" CALCULATE . ° r ° (SEE DETAIL) 3" CLR. e DEPTH MN CAMPUS DRIVE 14" .. b.' .. .° • < (MIN.) I •.e : " .e 14" MIN. MIN. d .•r• • w d �i�" DIA. x 28" LONG BENT ANCHOR (MIN.) ( ) •' ° • d I CLR. (MIN.) �926W MIN. ° d °d BOLT, GRADE A307 SEE DETAIL 4 ( ) 3' CLR. °I .,° 4 ( ) 1 (MIN.) ° p FAX, RT BCH (00)762•b921 J • ° ° CLR. (MIN.) 3" CLR. (MIN.) ° 3" CLR. (MIN.) • • PALM sPRINos Cleol s2acoeo 3" CLR. (MIN.) • '•. d '• a #4 LONGITUDINAL BAR #4 LONGITUDINAL BAR 4" (MIN.) 16" (MIN.) #4 LONGITUDINAL BAR RAZED J. PE t - 12 (MIN.) I CS #3 HAIRPINS - TIE AROUND I`A ` ANCHORS SEE DETAIL RESTRICTIVE NOTICE Tww Demo 4 Mona&MO ANCHORAGE AT GARAGE CURB 1 SECTION A—A 2 STANDARD PANEL AT CORNER 3 �xmOF „EEx«,I�E MOPS"OF 00"191OWNra TMo�,mII aNdn0 r �roHE MA NO PAW OF 71E9E DMNMGB (MIN.) EXTERIOR TEMPLATE INTERIOR TEMPLATE rl 3/4" C4NBED°PE0.7M OR WCAN ANY (REUSABLE) 1 3 4" (REUSABLE) EMBED ANCHOR BOLTS TO r 2 1/B / OMM ENara�w°ATM° BOTTOM OF THREADS + � ���� Nr� GROW TOP OF SLAB 2 1 8 + 0 COPrnoNr OOIMs ENtME80a 2 1/8 TOP OF SLAB ZA • d TOP OF SLAB 2 • a µlFIGM d. .• ° 4 .. • • COIISLLRa FESERVED 01101E 1002 ° d • dr2lCN PER . g • .° d rt dPLANa •.� •.1:;:FINAL GRADE e aa ..• •' 7/8" DIA. (GRADE A307) ANCHOR BOLTS. '' �'•-• i'/i REVISIONS ANCHOR BOLTS BEND IN 10 DEGREES AT 1 - I • .d.AND AREmEXTERIOR WALL FOOTINGS, NQ. �� ��•• a STRAIGHT AT INTERIOR WALLS. ,ad ` ' ' 7/8" DIA. x 24" LONG #3 HAIRPIN AROUND ANCHORSe a AVAILABLE LENGTHS: 28" (BENT) AND • STRAIGHT ANCHOR BOL (SEE DETAIL) I •d'd a 24" (STRAIGHT). ' ;d GRADE A307 (SEE DET ATECALCULATE 3" CLR. • 7/8" DIA. X 28" LON HDEPTH 7A" DIA. x 28" LONG BENT (MIN.) ° '! • BENT ANCHOR BOLTS, ° d.. N.)14" MIN. °d ANCHOR BOLTS, GRADE A307 .d ° GRADE A307( ) (SEE DETAIL) • ' CLR. (MIN.) (SEE DETAIL) <3" CLR. (MIN.) - ° 3"CLR. (MIN.) 3" CLR. (MIN.) • BYBENGS RP CIIFI EDCORD1 i #4 LONGITUDINAL BAR I r.I`+ EEPEN FOOTING AT 3'CLR. (MIN.)PLATE WASHER TJ SHEAR PANEL 14' (MIN. 12" (MIN.) 6" (MIN.) 18 (MIN.)-�-I HARDENED AS REQUIRED No. SECTION B—B 4 STANDARD PANEL AT INTERIOR OR EXTERIOR 5 SECTION C—C AT EXTERIOR 6 SECTION C-C AT INTERIOR 7 1 - TJ* SHEAR PANEL IS MANUFACTURED AND TRADEMARKED BY TRUS 12" (TYP) JOIST, A WEYERHAEUSER BUSINESS, BOISE, IDAHO. HOME OFFICE: ANCHOR BOLT 200 E. MALLARD DRIVE, BOISE, IDAHO 83706, TEL: 1-800-628-3997. REUSABLE TEMPLATE 2 -TJ*SHEAR PANEL IS CODE EVALUATED PER ICBO ES REPORT PFC-5929. REPLACE NUTS AFTER THIS REPORT COMPLIES WITH ICBO ES ACCEPTANCE CRITERIA FOR 3 • TEMPLATE REMOVED PREFABRICATED WOOD SHEAR PANELS (AC 130). TJ-SHEAR PANELS HAVE ICBO ES-ACCEPTED R-VALUES OF 5.5 AND OMEGA OF 2.8 WHICH Q ov ARE CONSISTENT WITH TYPICAL WOOD FRAME CONSTRUCTION. THEY MAY Z i BE USED AS AN ALTERNATE BRACED WALL PANEL IN ACCORDANCE i WITH UBC SECTION 2320.11.4 W C7113 #3 HAIRPIN - GRADE 40 (MIN.) REBAR TIE HAIRPINS IN FIELD. NJ OVERLAP VARIES WITH BOLT SPACING, i Q TIE TO VERTS IF SPACING > 22". i 3 -INSTALLATION OF THE PRODUCT SHALL BE DONE IN STRICT ��• CONFORMANCE TO THESE DRAWINGS AND THE TJ-SHEAR PANEL W �JOL SPECIFIER'S GUIDE. MODIFICATION TO THIS PRODUCT AND ASSOCIATED ice/ I SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON HAIRPIN DETAIL 8 THESE DRAWINGS AND THE SPECIFIER'S GUIDE SHOULD ONLY BE I MADE BY A QUALIFIED REGISTERED PROFESSIONAL. THE I PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED kn INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER TO ICBO ES REPORT PFC-5929 FOR FURTHER 2)§" NOTE - EMBEDMENT DEPTH IS 1" ROLLED THREADS I INFORMATION. O.A. LENGTH TO END OF THREADS I I W Z ��//�1�(L 7/8" DIA. 4 _THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, 24 ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR 'p� F>� — — — THE TJ SHEAR PANEL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, x 3�� MANUF. THREADS STAKED � THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT O --� O I ARCHITECT, ENGINEER OF RECORD, OR BUILDING DESIGNER FOR W 24 _ TO PREVENT CLARIFICATION PRIOR TO CONSTRUCTION. z J d1 GRADE NUT REMOVAL Ll END DETAIL 5 -THE CONTRACTOR SHALL VERIFY THE POSITION OF THE TJ* SHEAR Sp �� PANEL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN Fy hFt ON THE PROJECT DRAWINGS. Tr r F • � 24" STRAIGHT ANCHOR BOLT : 6 -USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL e D r� =1.`L W Z Q BUILDING OFFICIAL. °Yan Nz `WZ 'o, 1 r i `No u 7 -THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH LINE INDICATES BEND ,� / THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND P niwal°i r ase I u "I r ~0 I Ir DIRECTION 2 i� ANY OTHER LOCAL STATE OR FEDERAL REQUIREMENTS THAT MAY NAME, `�4tRRX,'Z °��b3 ° PROJECT NUMBER: O.A. LGTH. NOTE - EMBEDMENT DEPTH IS das ° 2[118]1" APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPT. vall e TO END OF THREADS �� DATE: 020303 ° 7/8" DIA. 1" ROLLED THREADS CONCRETE DESIGN REMAINS THE RESPONSIBILITY OF THE EOR. Pr°v s'U"s m su,P1"Oh4 ISSUED DATE 2 8 SCALE: NONE h 01/241/05 8 -THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL PLOT DATE MANUF. — — — CHECKED: MM/SM FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH 01/21/05 GRADE 10• EXTERIOR INTERIOR NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE SHEET: DRAWN Br. REVISIONBI2 THREADS STAKED TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. END DETAIL TO PREVENT NUT REMOVAL 9 -TRUS JOIST, A WEYERHAEUSER BUSINESS, RESERVES THE RIGHT TO S P F SHEET NO.- 28" CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. SHEET OF S P F ,I 28" BENT ANCHOR BOLT 1110 ANCHOR ALIGNMENT TEMPLATES 11 GENERAL NOTES 12 JOB N TJ ®SHEAR PANEL - TOP CONNECTIONS o 3 1/2" PORTAL ASSEMBLY 5 11/4' OR 5 1/2" PORTAL ASSEMBLY 0. (OUTSIDE VIEW) (QUTStDE VIEW) � � � SY4 TOP PLATES OR lel HEADER AS SPECIFIED c 1 HEADER 3 1/2" x 9 1/2" (MIN.) HEADER MIN. 9 1/2" DEPTH HEADER AS SPECIFIED. N n n n GOUVIS AS SPECIFIED HEADER MIN. 9 1/2" DEEP HEADER AS SPECIFIED. TJ PORTAL FRAME STRAP FOR 5 1/4" or 5 1/2" HEADER, OSB SHIM IF NECESSARY �+ N g o ENGINEERING CENTER OVER j CONSULTING OSB SHIM IF NECESSARY TJ O-SHEAR PANEL USE FURRING AS REQUIRED (7/8" MAXIMUM) a O N o (7/8" MAXIMUM) NAILS INTO HEADER GROUP PORTAL STRAP, 10d "SHORT" (.148" DIA. x 1 1/2") SHIPPED WITH PANEL N M Y 1 1/2" LONG x .148" DIA. NAILS INTO 7/8 OSB WS6 1/4" DIA. x 6" LONG LAG 4400 CAMPUS DRIVE PORTAL STRAP REQUIRES tOd "SHORT" NAILS (8) tOd x 1Xz" LONG 10d COMMON 148" DIA. x 3") PORTAL STRAP (SHIPPED WITH COLUMN) • SCREWS OR EQUIVALENT NEWPORT BEACH (16) 10d x 1 1/2" LONG NAILS: (8) INTO BEAM, NAILS INTO HEADER (' (SEE TABLE 1 FOR SCHEDULE) CA 926M (8) INTO HEADER AND (8) INTO (8) INTO WALL NEWPORT BCH: (90)752-1612 TJ 6-SHEAR PANEL. (8) 10d x 3" LONG 7/8 OSB FURRING SIXTEEN 10d x 1 1/2" NAILS: FAX (949)752-WO COMMON NAILS INTO (8) INTO HEADER AND TJ 18 x 8, TJ 18 x 9 PALM SPRINOR (780)923-6= FURRING AND (8) INTO TJO-SHEARPANEL TJ 24 x 8, TJ 24 x 9 10 GA. GALVANIZED TJ -SHEAR PANEL 7� TJ 48 x 8, TJ 48 x 9, TJ 48 x 10 BAEED J.BEKAML PE TJ 16 x 7 STRAP (G60) MINIMUM 2 1/2" x 10" FURRING TIMBERSTRAND LSL TJ 16 x 8 ASTM A653, GRADE 33. 7 PORTAL COLUMN RESTPACTNE NOTICE TJ 22 x 7 OR SHIPPED WITH PANEL OSB SHIM IF OF 7/8" THICK OSB, WITH FACE y¢ ( ) __ sYz NECESSARY GRAIN VERTICAL I 3 TRIM AS REQUIREDDENSE DEOM TJ 22 x 8 (7/8" MAXIMUM) I+- PROPERTY OF Game ENGINEERING aPEz>F1rwTIME AM THE EXCLLON CONBULTPO aRDtr,AND ALL •s01•AMaN SHORN N PORTAL FRAME - 3 1/2" HEADER WIDTH 1 PORTAL FRAME - 5 1/4" OR 5 1/2" HEADER WIDTH 2 PORTAL FRAME COLUMN 3 STANDARD PANEL ASSEMBLY 4 �`°'� EQ� R CJD IE1'OPEFTHMMA,oR se Rt31IODUCM NOR CAN ANY Sm TJ ®-SHEAR PANEL - BASE CONNECTIONS PORTAL FRAME - SHIM DETAIL """H""'��BNLTNENT asoM OF WITHOUTOVIEDO CONS4T IN BOlNl6 END•ET31N(N oix+au,•xt POSITION SHEAR PANEL USP MP4F FRAMING ANCHORS 1-SHIM MAY ONLY BE USED WHEN APPROVED BY EOR. a OONBu114G GROW POSITION SHEAR PANEL ON CONCRETE WITH ® INSTALLED HORIZONTALLY BOTH 2-FOR USE WITH i6"AND 22"PANELS IN SINGLE OR DOUBLE ALL 1AM"RIEO v TIMBERSTRAND LSL ON CONCRETE WITH ANCHOR BOLTS THROUGH SIDES.(4)TOTAL.USE 10d x 1Ni" PORTAL APPLICATIONS. to ANCHOR BOLTS THROUGH HOLD-DOWN SLOTS PORTAL COLUMN LONG NAILS, FILL ALL HOLES 3-REFER TO THE TJ SHEAR PANEL SPECIFIERS GUIDE FOR o HOLD-DOWN SLOTS (TRIM AS REQUIRED) HEADER PANEL INSTALLATION INSTRUCTIONS. m REVISIONS 4-PROPER INSTALLATION OF SHIM IN ACCORDANCE WITH THE INSTALLATION DETAIL RESULTS IN 85%OF THE ALLOWABLE NO. DATE DESC. ° IN-PLANE SHEAR CAPACITY PUBLISHED IN TABLE#1 OF ICBO ° 7,g DIA. ANCHOR BOLT 7ia DIA. ANCHOR BOLT ES PFC-5929. OTHER APPLICABLE ALLOWABLE LOADS REMAIN 3j¢'x 3Y2-TIMBERSTRAND LSL UNCHANGED. HOLD-DOWN SHIM. FACE GRAIN WALL SIDE 5-THE FOR IS RESPONSIBLE FOR VERIFYING ADEQUACY OF OUT, TRIM TO LENGTH AND DESIGN IN ACCORDANCE WITH REDUCED ALLOWABLE LOADS. a CONCRETE TO BE SMOOTH AND CONCRETE TO BE SMOOTH 7/8 DIA. ANCHOR BOLT REO'D. THICKNESS(iXJ'MIN.) 6-NO MATERIAL SUBSTITUTIONS ALLOWED. ` LEVEL BENEATH PANEL. GRIND AND LEVEL BENEATH PANEL. 7-REQUIRED MATERIALS: I AND FILL AS NECESSARY. ALL GRIND AND FILL AS USP WS4h LAG SCREW OR EQUIV. (4)UPS MP4F OR EQUIVALENT FRAMING ANCHORS. FILL ALL HOLES SHIMS REQUIRED TO PLUMB PANEL NECESSARY. ALL SHIMS REO'D. (4)TJ-SHEAR PANEL STRAPS. ARE TO BE SHEET METAL AND ° TO PLUMB PANEL ARE TO BE (6)TO(8)USP WS 4 1/2"LONG LAG SCREWS(QUANTITY DEPENDS TJ-SHEAR PANEL SHIM STRAP BOTH 1' NOT WOOD. SHEET METAL AND NOT WOOD. SIDES.CENTER STRAP VERTICALLY ON PANEL SIZE). FILL ALL LAG HOLES. �" V 24..y•.Y.v 10d(1 1/2"LONG)NAILS. ON SHIM. USE . x iXz"LONG NAILS, CONCRETE DESIGN IS CONCRETE DESIGN IS THE FILL ALL HOLES. NOTE TO INSTALLER THE RESPONSIBILITY ',y: RESPONSIBILITY OF THE FOR THEE OF THIS SHIM ALTERS PANEL OF ENGINEER OF RECORD TJ 16 x 7,TJ 22 x 7, PERFORUSMANCE. CONTACT THE ENGINEER " HOLD-DOWN FACTORY INSTALLED BASE SHIM. NOT REQ'D. TJ 16 x 8 OR TJ 22 Is 8 OF RECORD BEFORE INSTALLING SHIM. "Y FOR PANELS LESS THAN 32" WIDE. TJ 16 x 7. TJ 16 x 8 STEMWALL HOLD-DOWN No TJ22x7, TJ22x8 TJ18x8, TJ18x9 (T�') TJ32x8, TJ32x9ANDTJ32x10 TJ 24 x8, TJ24x9 TJ48xB. TJ48x9AND TJ48x10 NARROW PANEL CONNECTIONS 5 WIDE PANEL CONNECTION 6 PORTAL FRAME COLUMN 7 SHIM INSTALLATION DETAIL OF Table 1 - T.I •-Shear Panel Description, Sizes and Allowable Loads Table 3 - TJ a-Shear Panel Top Bloc( In-Plane Vertical Load Capacities (100%Load Duration) I -TJ* SHEAR PANEL IS MANUFACTURED AND TRADEMARKED BY TRUS TJ Shea, vrdth nldgld Naalbe,of Tao Had-Dom At Allo able Load ulr a° TJ Shea, TJ-sneer PmY Model cw I'Ay a Tal,aroet/Ral Interseella, Mid-span Moment,(,..-be JOIST, A WEYERHAEUSER BUSINESS, BOISE, IDAHO. hOME OFFICE: Pena Modal (Mah..)(idahes)Cmraotes.per Ancnees par In-Plane Parr tv.iplt - 200 E. MALLARD DRIVE, BOISE, IDAHO 83706, TEL: 1-800-628-3997. SM1Ws Pane 1 ear Panel Panty Hold Dews In-Plane Shear Drift Panel StlfMass S,q Lend (�) Shear,(lade) Moment.(I-Set) _..._ _. chor Uplift(Ibs) Load(Ibs)3 (inches) (lbs/Inch) ION All 1865 10290 -_ �4130 TJ 16.74Sg, 16 78 6 2 76M 5 1340 0.362 3700 4130 80 2 -TJ* HI SHEAR PANEL LI CODE EVALUATED PER ICBTAN ES REPORT PFC-5929. Q iIX 51:1 ID"4.45 N. 1 M.-ID."113 N-men 32" OR 48" TJ 16.a45p1. 16 eo 6 2 7375 8 1235 o.39z 3155 3405 as THIS REPORT COMPLIES WITH ICBO ES ACCEPTANCE CRITERIA FOR Z V 18" OR 24" TJ M.745AI. 22 1 78 a 2 9680 5 2395 0.367 6525 elan 90 PREFABRICATED WOOD SHEAR PANELS (AC 130). TJ SHEAR PANELS din TJ 22.84 sgl. 22 90 a 2 8510 6 20M 0.3 SIM 5160 95 Table 4 - TJ•-Shear Panel Allowable Out-Of-Plane Lateral Loads Per Rail, plf 1,2,3,4 HAVE ICBO ES-ACCEPTED R-VALUES OF 5.5 AND OMEGA OF 2.8 WHICH Q III ✓ TOP BLOCK TJ ta.74obl. 16 78 6 2 7650 2630 0.360 7860 W75 eo wrllea less Du.A.of Load Foet« 1.6 Duration of Lead Foetar 1.0 Daratlm 1.6 w,atlon ARE CONSISTENT WITH TYPICAL WOOD FRAME CONSTRUCTION. THEY MAY FIUv TJ 16.8 DbL 16 90 6 2 7375 2455 0.394 6235 BTS 85 Lead Per Ralf <IM PRE-DRILLED 4 (lade)5 (Ya°d) r Letooa raew� BE USED AS AN ALTERNATE BRACED WALL PANEL IN ACCORDANCE �l1 FOR UPS WS6 TJ 22.7 Del. 22 78 a 2 9680 4855 0.365 13300 11760 90 (S.Ismtc) (RW) f n x> LAG SCREWS TJ 22x84 Dal. 22 90 8 2 8510 4015 0,367 10945 10040 95 TJ-Shea Panel Hell Include IJ-Shear Pone n Height,Inches ,berIlmand LSL Ca umn WITH UBC SECTION 2320.11.4 V1 ,,i (OR EQUIV.) TJ 18.8 to 931/4 6 2 6875 1180 GAGS 2905 3610 95 Height,I... W - TJ 18.9 to 105 1/4 6 2 7730 1175 0.449 2515 3815 105 qg 90 93 1/4 105 1/4 117 1/4 7E 90 93 1/4 105 1/4 117 1/4 78 90 ]e 90 3 -INSTALLATION OF THE PRODUCT SHALL BE DONE IN STRICT TJ z4.e 24 93 1/4 a 2 8395 1980 0.378 5240 47M too 0 7o so n0 7s ss m 7D 110 7s 55 65 55 eo 70 CONFORMANCE TO THESE DRAWINGS AND THE TJ SHEAR PANEL TJ 24.9 24 105 1/4 a 2 8755 1830 0.449 4075 szw 110 200o ns - no 75 55 130 1111 n0 75 55 110 90 120 105 SPECIFIER'S GUIDE. MODIFICATION TO THIS PRODUCT AND ASSOCIATED u PRE-ROUTED It 32•8 32 93 1/4 10 2 9030 2905 0.357 9I35 5975 140 .000 160 130 110 75 M 170 130 110 75 55 i50 Im INS 140 SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON ELECTRICAL TJ 32•9 05 1/4 10 2 1Ni05 2795 0.424 S590 67N 150 appg qg3 130 110 70 30 205 130 lio 75 45 195 140 205 too THESE DRAWINGS AND THE SPECIFIER'S GUIDE SHOULD ONLY BE ACCESS SLOTS TJ u.10 N 117 1/4 to 2 1t12zo 7 2815 o.ae Sao 627s 16s 9ga0 195 95 7o In o 20.6 130 1ao 30 o ns 1M 22s too MADE BY A QUALIFIED REGISTERED PROFESSIONAL. THE TJ 4e.e 4a s3 I/4 16 z 993s 490o a310 15eo5 9895 1as 10000 0 0 0 0 0 0 0 0 0 0 21s log zzs I4o PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED • TJ b.9 b 105 1/4 18 2 10525 7 4800 0.380 12]75 1020D la0 I\�I PRE-DRILLED TJ 4e.10 4a 117 1/4 16 2 I09m 7 45D0 0.360 12775 02 190 For S1:1 a"4.45 N INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE r 1 1.Ma.imeo alloneal,go,Ball e, ept is lomx.a w L/zoo. DESIGNER. REFER TO ICBO ES REPORT PFC-5929 FOR FURTHER W w ELECTRICAL z.Tne ma,M,um garage boom depth is limited to IS Menaa �/�OIL lu HOLES 1.7p eanneot...are Ms6 eoed N-es manOw-ed by united Stein Prode.ts company and radog"tzed M PFC-5834,or swl,namt. s The appl"•d wiled lead Per rail M the Table is snot load enter del,M aombmotlan.Ile the eat-of-Plane antra loads. INFORMATION. ca O lu 2.Had-dam...hors o,e 7/8 Men damot,ASTM A 307 mini-,n role,tn,ead as dealaned by a design profea.lana.Sea SeeOm 2.2.3 of this 4.The ofienoWe loods in the rase Maeda aon.memaan of the attawomt beteeao the TJ Snearbma and the Tenberstrand LSLe.da.n and the wmwnftq construction,uAm,the attachment method.detailed in this report. I� TIMBERSTRAND® ipl old-doer uplift at olloeaDla loans Dosed an an oeaamee mammt arm ewda to the panel WWM minus 2 Mine..In-plane°near.,at also be 5. hoox lane 2 for the TJ sneer Pan.ma.imu,.11mr-e veetxol 0ANI Mee Na mu THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, W1 4.Nderatl In had-doer anchor design.Load duration bxtor Is 1.33, 4 Used only as o area,panel 1n a single a owes.Portal Nam•....mely a.detailed In this report.veluw snom me fee Me campst.pond front. ELEVATIONS. ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR IL LSL RAILS a bly.Sea Figures 2 on al 3 of this report. O Sin°TAS.7 and TJ22.7 amp.portal r-.Sl.md 1s.alum"uPlln is Soo I..,o.i,am. THE TJ®SHEAR PANEL SYSTEM. IF ANY DISCREPANCIES ARE FOUND, 6.the TJla.a and TJ22.a single Portal T. SONea LSL ea....plift I.SOO Re.ma:mam. Table 5- Maximum Secondary Bending Moment, Shear and Axial Force Induced IU PERFORMANCE 7.2-Swan.hardened ease.rewired at embedded and of men«bat ohm uplift lode e.eeade 10.WO Ids. THEY SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT Z fffffffffl in the Beam Member of the Double and Single Portal Frame Systems 1,2 PLUS® WEBS TOble 2 - TJ -Shear Panel Allowable Axial Compression Loads Per Rail, IbS. TJ-Shear Penal Made M.Amun Induced BmdMq fAamml M.:ma"I.dueed,near M,Am,m MdeOed A.lal Fares ARCHITECT, ENGINEER OF RECORD, OR BUILDING DESIGNER FOR .. F tt-Ibs (ens) I. CLARIFICATION PRIOR TO CONSTRUCTION. 0- W TJ Shear 1Mlh Design Shear-133%Lead Duration 1 AAal Load Only-10D%Lead Duration 1 TJIB.] 2110 960 2630 • SC l- I'anal Modal 5 -THE CONTRACTOR SHALL VERIFY THE POSITION OF THE TJ SHEAR aTTFq r� E.terb RON Inlee-RON Single Portal Caumn E.ltei.Rai Interior RON Single Parlal Caumn TJl6.8 29W Mo 20a5 eF _ PANEL IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN TJ 16A 45p. a000 3 NA to000 e000 3 NA Iosoo TJ22.7 2110 960 Paso BORATE TREATED TJ 1GAS4Sp. S=3 NA 1000(1 eoo0 3 NA 1050o T•D2*e z9oo 9a0 2oas ON THE PROJECT DRAWINGS. a p1I i o6 Cy 11-1 J QQ TIMBERSTRAND•LSL TJ u.r4$gl. aD00 3 NA 10000 e000 3 NA losoo ap�9q�„❑ " a .i G�'TC S LU U-- For St:1 Ib"4.15 N. 111.Ib."1.356 N-men 6 -USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL ai0 d wZZ BASE BLOCK TJ 22.84 S9I. aODO 3 NA i0000 e000 s NA 105M 1.Tn....mum Madded banded,,anmt..near and ilea are...hoer me,be redueed u,waHy a the apn.d leta,a.near load is laea me a aeoel.M Plane T'au TJ 18.74DDI. 80D0 3 NA NA 9000 3 NA NA .near loatl M Toile 1 of this rapeel.,e a BUILDING OFFICIAL. 2.The ma.mum shad, d OAOI load mutant along the length of the beam member.In a D-Ne Portal System them t reduces linearly from the Pe plyDvai once C,r ` s ��e ri"'•t •I:. =Q W • ..A.u,rrsue t the bear and,to IWO of the beam min-pan.I°a Single Portal State,the moment reduces linearly from a modmum value of the Q TJ 16xA DDI. 8000 3 NA NA elxw 3 NA NA 7 -THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH HOLD-DOWN '® ma elide the TJ SM1eee Panel to:ale et Ina me wan ma.aamn. ° TJ 22.74 Dal. 80DO 3 NA NA 6000 3 NA NA ° TJ u.e4oel. ao00 3 NA NA e000 3 NA NA THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND 'i es ° o(PPFOv a„� "��,u nil rPanma,sr s PROJECT NUMBER e TJ to.a a000 HA NA a0oo NA NA ANY OTHER LOCAL STATE OR FEDERAL REQUIREMENTS THAT MAY -""66b rfO"'Oiat n, ,�1;��,i'°°iorn, ed l,60339 Tits=9 515o NA NA 8000 NA NA APPLY. VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPT. DATE: 012403 a ` i''e N,Ovi P ro at'i TJ 24.a am NA NA em NA NA CONCRETE DESIGN REMAINS THE RESPONSIBILITY OF THE EOR. si0ns ISSUED DATE TJ 24.9 5600 NA NA 8000 NA NA Uc/] 0I/29/03 TJ 32 x 8 7740 800D NA 80DO am NA 8 -THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SCALE: NONE TJ 32.9 5190 9000 NA am 9000 NA PLOT DATE . 390 73zs NA 7350 7zls NA SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL TJ 32 10 3 CHECKED: MM/SM FORCE RESISTING SYSTEM, INCLUDING A COMPLETE LOAD PATH TJ 48.8 7265 a00o NA 900D BODO NA ELECTRICAL ACCESS HOLES ARE PRE-DRILLED TJ 48•9 4110 Sow NA aa00 alxp NA NECESSARY TO TRANSFER LATERAL FORCES FROM THE STRUCTURE SHEET: DRAWN BY: REVISION BY: FOR YOUR CONVENIENCE. NO ADDITIONAL HOLES I TJ 48.10 3055 7325 1 NA 1 7350 1 7215 NA TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. ARE ALLOWED. Fee SI:1 Ib-4.45 IN D 1.the magnum saw eomp,seelon Weal ma aan Ne applied directly ow the,oil In.anDlnaum ern the an deelg,,rail,. 9 -TRUS JOIST, A WEYERHAEUSER BUSINESS, RESERVES THE RIGHT TO �I SHEET NO: z.Ths mmere m oAd compression load that can be paled directly ow the rain.non a,t'mp alma(no letters tootle tees,,). This wue may a increased by.load darotim I«tar w appropriate,eat mar not excasd 8000 ION,Per purr rat,IX 10500 ens. CHANGE SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR far the single portal Caumn. - s.May at.seed BOW lbs.Pe,panel. LIABILITY FOR SUCH CHANGES. SHEET OF IN P D PANEL DETAILS 9 TABLES 110 NOTES 1 JOB No: I. POST PER PLAN UI4A INSTALLED -RED TO MANUFACTURER NOTES: a. 2X STUDS 1 16'O.G. WITH I'O In HDIS SPECS.FOR INSTALLATION NOT' I. 6-0"MIN.TRANSITION CURVE 1. POST IN WALL OR USE -FOR MIS51N6/MI5LOGATED AB, b. INTERIOR FINISH. I 2. 51MP�-�Ofd ABIJ GOLIIMN BASE INSTALL-ED h'OTH TO WOOD MEMBER -MAINTAIN MINIMUM CLEARANCE AT CORNERS TYP. COLUMN BASE,SEE PLAN, SEE DETAIL 23APT-I FOR FIX. 6. 2X P.TD.F.SILL 05E 3X WHERE TO MATCH POST! I I/4'O A501 -MIN.POST SIZE IS b X 6 IM LIAR PLUMBINS AND 2. PLUMBING AND SEVER LINE -FOR OVERSIZED HOLE IN SILL INDICATED ON PLANS)W/ - FE7C-HEAD BOLT _ 2. PAD REINFORCEr81T,SEE PLATE 5E DETAIL 22/PT-1 5/6.O ANCHOR BOLTS DEEPEN AND WIDEN FOOTING OPENING. g. ANC 5/6"DIA.RED HEAD WEDGE HY= AS SHOWN TO RECEIVE I PLANS. FOR FIX. a 12'O.G.t S MAX.FROM _ 0 4 3 0 2 ANCHOR INEIP «I ALL TU MIN. • 1{N.VC,-N -VISC�IUEEN TO HAVE MIN.12' ENDS OFMJD SILL TUNA.ON 51MP50N WEDGE ALL STUD -MIN.f'c•2500 Psi N.N.OJ NOTE: �LAP AT ALL SEAMS PLATE W/3/Ib'X2"X 2' ANCHOR(IGBO M65_IZWITH 4 In - _ -SLR DETAIL ei FOR LE6EHD NN.o PLATE wtis O MIN.EMBEDMENT 1&0 C.ONG1 Ir�b FdAX, _ yy t INFORMATION NOT SHOWN. -VERIFY ALL INFORMATION PER EMBED.IN GONK.RETE. MIN MIDDLE OF SLAB GONDITI .. IF , MAX • ,. U - -USE MIUPDATNDSW ILDSE x�b�TTiIGK d STRAND e SLAB D HST.OF•SLAB. 4. 5/6"DIA.THREADED ROD i iP• I = `� /°° LEDGER a VENEER. e. N4XI6'TOP4007T.BACK UP • 24 .MR. IS REQUIRE 1/2"VIA I 1�12) ~ - -P.T.SLAB t FOOTIN5 TO BE BARS a ANGHOR5 EDGE OF SLAG MIDDLE OF SLAB EMBEDDED 5'INTO GONG. I ° `/ . pp .M .° POURED MONOLITHICALLY U.N.O. P. 2"MOISTENED SAND OVERVISOUIEEN OVER 2' �7��v NOTES, OR EPI,ON ATOSYS(1 N5560 c1 12 MIN."• I Of TENDON -.. a H I d K NN.O5 PER SOILS REPORT 5 NID GOU Y IS -FOE ABU AND..SPECS. INSTALLATION T G�T - ° ��11N. 2 9. SEE TABLE'A"FOR EMBED ENGINEERING BELOW LOWEST 6RADE -PAD FOOTINLS BELOW SHOULD BE NO MORE SON LAYOUT AT OPENING F TI h. EXTERIOR FINISH W/&I.BASE THAN 3 6'OFFSET FROM POST LOCATION. BEYOND •• K. SCAEETIE PiE E ARCHITECTURAL. CONSULTING PT-24N SUPPORT ON GONG.BILK.OR GROUP MISSING/MI SPLAGED COL. BASE 24 HD 14A/HD15 HOEDOWN I NST. 17 TYP. CORNER 4 OPENING 12 PLASTIC,CHAIR,SEE PLANS PT-17N2 PT-12N INTERIOR I r °_I - Qp¢( I T/ ' FOR GABLE SPACING. I. 4X4 POST,U.N.O.SEE RAN 6" 2 <all L HOLE IINNLBU BULKHEAD POCKET NEWPORT BEACH iT ° d FORMER INSERTED IN 5/4'O 4400 CAMPUS ORNE MIN NOTES: I. ROUGHEN SLAB CONTACT I I/2'GLR.NNL d WHEN POST LOAD BEARS a CAST-0N SURFACES TO RECEIVE GAS TO BULKHEAD m. AFTER STRES�SIN6 t APPROVAL CA 928M SLAB TO GONG.MIN.24"5Q.ALL -ON SLAB 2NO POUR MI I W/ROD m E NT 2. STRAP,SEE TABLE BELOW o THE WIAY TO LOWER P.T.SLAB. 2. ALL AB.,HOB.t STRAPS I b h BURN EXCE55 STRAND I/2• HOEDOWN #- X + SM _ STRAP' HT722 5/D' 10" -3. EMBED.15 FROM TOP OF SLAB -SEE DETAIL NI FOR LE6ENID MUST BE MADE LONG 24'MIN. �5�� n. TOP/OF MAT.RED OR FAX, {f BCFi• (9!E 7b2- t HD2 HD5A AT MONO-POUR FOUNDATION t INFORMATION NOT SHOWN. FOR OF EMBEB.INTO FIRST EXTERIOR d k a c GOMPAGTED FILL. PALM SPRNO@ 090)929,E i FOUR OF$LAB OR FOOTINGS SYSTEMS. g o. EXTERIOR FIN.CRAVE PER HD6A/HDbA H 6 ORA T/6' IS' NOTES, ° !,`r I. PROVIDE MIN.N4 BAR b'-0" g. REEP AAND CED WL'SOLI MAY D GONG. e L m o CIVIL DRAWINGS. I7BL.STRAP HDQ$GR -USE SIMPSON SET EPDXY TIE I LONG 5"TO 5'FROM THE TOP AT CONTRACTORS OPTION �+ SAEED A BEKAK PE AND HDIOA H IOA "V6" IS" OR REDHEAD EPGON Al '`� OF Tft FOUNDATION CENTERED 4. 4'THICK MIN.BUILT-UP SLAB PAD FOOTING DETAIL 6 ADHESIVE SYSTEM. AT"HD".(BEND REBAR AT OVER GOMPAGTED M015TENE PT-6N T• APPROVALS: IGBO N52T9 t �° CORNER) SAND BASE. 05560 t CITY OF L.A.R.R. S. 6X6-iOAO WLW.M.OR s3 ,p RESTRICTIVE NOTICE N252T9 t N253T9. REFER TO O I6"O.G.EACH WAY -- 29 I 1050 AND MANUFACTURERS NOTES: SPECS.FOR INSTALLATION MIN HHI -DEEPEN FOOTING AS REQ'D. I. WATER PROOFING PER ARCH.m o ll RIOPIUM OF OOIMS ENIGNESHWO PROCEDURES. T RE ACHIEVE WF d I 5 4 S 5 S K d AND/OR SOILS EN&INEER5 �l ADD.(ESO Y 11 4 X GOUT. OONNLTNS eIpU►AND ALL 2 -SPECIAL INSPECTION I5 -REFER TO MANlFAGTURER f IN CATEGORY II t III ONLY SPECS.FOR INSTALLATION pf 6° REGOMNDS.EXTEND VISQUEEN f n 9 °T 1NFORAV1011eIaWIe REQUIRED DURING ALL HTT22 INSTALLATION HD INSTALLATION TO WOOD MEMBER in k • 2 BELOW CONSTRUCTION JOINT yl` OONRLBANL TO ALL IEC�m INSTALLATION. -MIN.DIST.TO CORNER (,� s - MIN.12". y AND NO►NIT OF THM ORAWNQS -MIN.GONG.5TREN6TH, SUMP-SON ANCHOR A POS SHOULD BE 5" yll"'- • ° ��Oa� OR a• Vc=2500 Pal 5111 N do le AND TYPE IN -MIN.Vc=2500 psi N.N.OJ L = •TYP. m 9" S. ' -ADEQUATE SIZE WASHER REQ -SEE PLANS FOR HiOLDOM TYPES. ° ° °e w 2. 04. O IH'Or-(VERT) SIRIIOIUi�BE SUET F110N 7HB4 WEN ANCHOR BOLT SIZE IS HTT22 1 3/4"20 5/6'S/6"O SSM24 4X4 -SEE DETAIL NI FOR LEGEND - WI11101IN WRI1BI 0011BHJ<OF SMALLER THAN HOLE IN HD-SA 13/4'20 5/6"5/ A 55T'B24 4X4 4 INFORMATION NOT 5HOWN. °° ° K< n F aanHt r ooNetLTsq HOLDOVN. PHDB 13/4"24 1/6` '1/6' a SSTB26 4X4 -FOR MISSING OR MISLOGATED ° m <w _i 3. 04 REBAR OR I/2'PA. OROIp HD-SA 1 3/4"241/6' 1/6"A 55TI326 4X4 HOLOOWI STRAP,SEE DETAIL LL b' >w 01 CONSTRUCTION STRAND PER PLAN. TYP. EXTERIOR FOOTING PT-N 1 p IQHKnr"AWEN.� I 4" -GONGTRAGTOR SHALL SPECIFY HD-IOA 13/4'24 l/6"T/6"m SSTB26 4X6 2g-PT-I - 9'MIN. N JOINT OPTIONAL COPYISOIIN OOI/A8 BltNJ®eq MIN. OVERALL LENGTH OF ANCHOR. 1 1,2"GLR. d 3 4. 04 O 16'O.G.HORIZ. -FOR OTHER HOLPOWN5 NOT NAIL TO BULKHEAD PT-13N 4 ALL FIESEIMiD L1 E IN ABLE ASV.4// R TYP. HOEDOWN INSTALLATION 18 "°� ADD Na HOR1Z.0 i 0/G BUILT-UP SLAB TENDON SUPP. 13 f 2 NOT S DETAIL IS FOR DROPS SEE DETAIL»I FOR LEGEND WHEN T7"EXCEEDS 12" HERE,CONTACT 60UVI5 - AND INFO NOT SHOWN. 2. 10" I-STORY 6'O 2-STORY REVISIONS ENGINEERING GROUP OF NOTES: I. (2)N4 T t 8 W/2'-0"MIN.L f I OVER 12"!50"MAX. N.ND). 10"O 3-5TOFtY,4-STORY O COMPANIES FOR SPECIFIC FIX -E DETAIL NI FOR LEGEND 4 EMBEDMENT IN ADJACENT O - PARTY AN'ID WHEN"D' '14OL�O5OM STRAPS ARE;ALL PAS,ALL -CHECK LOCATION OF TENDONS AND INFORMATION NOT SHOWN. SLAB!FTC. 1 p�T p�PLAN -SEE DETAIL NI FOR LEGEND g. N4 VERT.WI/IIOOK O 16"O/G NO, DATE DESC. HP AHG221-2P4j•THDIO A:ND ASTD Dl4 AVO D HITTING THE SLAB TO - FOR M11WN1,16,OR SEE CA 23/PT-I. 2 PEµ,TENDON WHERE N04 AIS ON BATTER 1 T ,I, ,,,_ t INFORMATION NOT SHOWN. WHEN"D"EXCEEDS 12" I AT ANCHOR. 2. SIMPSON COLUMN BASE I6• IK 4. D'VARIES K 2 GB/LGB/MGB PER PLAN. J. SEE TABLE'A"FOR MIN. FIX FOR M 1551 NG HOLDOWN 25 w REFER TO 3. PROVIDE N4 VERT.O 16"O.C. THICKNE55 AT SEC.2 AND IL ONLY IF"D'EXCEEDS 16" g. Ng MIN.'V`BAR BENT 12'/�I2' 10"MIN.AT SEC.25. C. PT-25N ARCH.6T41N. TALL. , THRU STIRRUP OF COLUMN BASE TYP. SLAB OFFSET DETAIL PT-7N 7 4 1 2 h 0 E Q - r I I == I FINISH 4. (2)N4 E/W PER PLAN 246 NOSE SHOULD BE MAX 16' (fl Sf F� ~ 5. PLATE t ANCHOR BOLTS u1 of WHERE OCCURS. d c 4 a b d -'D'15 OVERALL DEPTH OF FTC. I ILLL Z OHLLL •_ Z SI< b •p 6. PAD FOOTING PER PLAN 11 I. P05T PER PLAN w I IY1" -BEND RlBARS IF REQUIRED t o I 3 F� V I U1 i< 4 T. TOP OF CONCRETE WERE 2. SILL PLATE y p� 3. ANCHOR BOLT.SEE PLANS ° rf- TS FT'6.REINT'. LAP MIN.46 BAR DIAMETER = ih 2 N BU I OGGI>RS 1 3 2 FOR SIZE AND SPAGIN6. 3 R DETAIL I OC inJ ° - NOTE, w REINFORCEMENT TO MATCH ] T wQW J G " FOR MISSING"GB',SEE 9 4. 5"CLEARANCE TYPICAL FOUNDATION DETAILS. 0 2. I GLR. SEE PLANS 5 2 DETAIL 24/PT-I. ° b 5. INTO*4 BAR FOOTING AT G�RB5 g ° • J° J ° T� WING b. T'-0"TO THE BOTT.OF THE J c 10 HEADER °WA�.L FT'6. 12 MIN. TIE BEAM 12"MIN. T. TOP OF SLAB AT GARAGE 30 . ;° TIE BEAM / WING WALL PT_ 9N 19 " ° 2 6 T 6. TENDON PER DETAIL. I 5 9, HEAVER TO THE BOTT.OF THE PARTY WALL HEADER ADD.(2)-N4 BOTT.X GOUT. p� • .: W/RAISED CURB IN CATE&ORY II t III ONLY 1 d I 3 I. 5"PIA.CONCRETE FILLED 10.I'CURB MIN. PT-EN �(1F II. 1-10 MIN. TYPICAL INTERIOR FOOTING 2 2B PIPE BUMPER GUARD. 5 f2" °° ° 12' 11. N3 CLOSED TIES a 4"O.G. STEPPED FOOTING PT-26N 26 D 2. CONCRETE FOOTING. -_ NOTE; 1. FIN15H 5. 56"OR PER ARCHITECT. COLUMN BASE 14 RAISED CURB DETAIL 8 r� CONTRACTOR 15 RESPONSIBLE 2. BACKFIL6RL�TRENCH EXCV. JOINT A50 2 •I I in PT-14N I. PROVIDE»4 x O 16"O.G. FOR PROPER 5HORIN6 WHEN PER SOILS REPORT L J O PT-8N I, MINIMUM 4X6 P05T IN 2X4 5 3 2. PROVIDE N4 VERT.a ID"O.C, Q REQUIRED. 3, BOTTOM OF TRENCH b S WALL AND 6M6 OR(2)4X6 IN E.W.ONLY IF"D"EXCEEDS EXGV NOT TO EXTEND BELOW TH15 LINE 2• 6" 2" 2X6 WALL I. SLOPE TRANSITION(SEE 12"TALL. Q V • 4. CREATE PIPE SLEEVE 2" 4 2 PEN FT'6.t BEND THE P.T. TABLE DELON. I. " I_ � _ Z LARGER THAN PIPE PIPE COLUMN 20 5 DEEPEN I E0 EO� 6• STORY,D•2 STORY, ,p f REBAR a CORNER AS NEEDED ND _ 10"e 3-STORY 4-STORY t to PT-20N °JOT MIN. 2. TABLE H.,ALSO SEE d I WHEN TO"EXGtEDS 12". W,I �B S. PLAN AS SH 4 COW�PER O��ON,s,I 0�c4 4. ADD N4 HORIZ.a 12"O/G s 2 , -:r 5 I. S"X 3"X 1/4"X 50"LONG STEEL •� INSTALLED OVER SHEATHING 3. N4 DOWELS x 4'-0"LONG WHEN'D"EXCEEDS 12' Q W a <° I I 2 _H ANGLE. (L. 3/4" IN a 24'O.G. b a( 4. SILL PLATE PER PLAN S. "D"VARIES,SEE ARCH. �Q-- TRENGH PARALLEL ,� i 2 6 2. (2)3/6•VIA.GARRIA6E BOLTS 1 �-,e N 4. TRANSITION LEN6TH SGHED. i J J� I6" --- BAR. D-O'-3' I TO FOOTINGS 5. SHOVEL FOOTING Y 2'-0' 5. 5 NOOK B ALL BENDS b. 3 I/2"GLR.ALL ANCHOR TYP 3 ENL D r 3 HOOK REQU?REMENT.STD. N 2 U D-4'-0' H-24' _ NOTES: 4. 12"CONCRETE EMBEDMENT A S 2 ALSO �, PLAN I W I b. ADD N4 5'-0"CENTERED AT n g n D 10"-12' H-%` 9 �_ BE MOISTENED 5N GAR 6E LAB I "MIN. 5. 2X4 P.TD.F.MEMBER HOLPPONN AREA TO OMITAID IN CIU CONCRETE a\. - • ,O 4 s in 5. 55 ATT SEC•9"4F5 FOR MIN. DI MIDI HHA K 4 _1 b. 2X4 P.T.D.F.PLATE(NOTCH a$ NOTE: SEG.90(10'MIN.FOR AB.GLRJ ina GARAGE IF APPROVED BY -- - AROUND STEEL AN6LE). _ -ALL STRAPS ARE SIMf.SON ° 5 4 501E ENGINEER, z Ul ° STRONG TIE. ADD. 2,IN BO, FOR AS.GLR). 12' Q W 2 5 X GOUT.IN NOTE' ADD.(2)'W BOTT. -SEE DETAIL NI FOR LEGEND (( GpN.1p FOR M1551N6 OR MISLOGATED GATE60R II! III -FOR DROPS OVER 12`,PLEA X WONT.IN t INFORMATION NOT SHOWN �DTER O ENETRP.TION IF LL ACTED i • NOLDOWN STRAP,SEE SEE DETAIL I-PT-I GATE60RY II 4 III ONLY _ PONY WALL 21 2 DETAIL 25-pT-I ONLY H' 2'TYP a SEE DETAIL NI FOR LEGEND jPT-21 N 12'MIN° 12"MIN �e� AND INFORMATION NOT SHOWN TYPICAL EXTERIOR STEM WALL 3 0 o w 7RENGN PERPENDIGULAR TO FOOTING - - I. OVERSIZED HOLE OR HOLE ,�----.� ,� + SIMPSON 1e D5 €�.°ST�R,�.P TYP. SLAB STEP DETAIL 9 9B z 3 I b 3 5 GREATER THAN 1/I6"OVER HO DOWN 31 TYPICAL TRENCH @ FOOTI NG5 BOLT DIAMETER, HPAH D" 4X6 23 _Ibd's COMMON PT-9N 27 2. ANCHOR BOLT NP /4" s GO FADE OF d O O 2 STH 14 4 -I da INKE STUDS I. ISOLATE SLAB FROM STEM O PT-'7N 5. SILL PLATE NOTES: WALL.N5E 12"FIBERBOARD STRUCTURAL DESIGN NOTES ° ° PROVIDE CONTROL JOINT AT -TYPE OF CONTROL JOINTS MATERIAL) ° 4 i�'O-O 1 ° 4. EPDXY 6ROUT HOEDOWN STRAP 15 20'-O"MAX. 1 F WAY N.N.OJ TO BE SELECTED AND PLACED -SEE DETAIL NI FOR LEGEND t AT LOCATIONS SHOWN ON NOTE: Z I.DESIGN PARAMETERS FOR THE ANALYSIS OF THE POST TENSION SLAB ON GRADE IS pT_,IN INFORMATION NOT SHOWN. PLANS IN ACCORDANCE WITH -SEE DETAIL•I FOR LEGEND � H BASED ON THE INFORMATION PROVIDED BY,PACIFIC 501L5 ENGINEERING FIX USING EPDXY GROUT FIX USING SUMP.BPS 5/6 5. SIMPSON BPS 5/6 -PROVIDE SAW GUT WITHIN GOOD CONSTRUCTION PRACTICE ° o t �O.N,qT',SHOWN. _ J V _ ___FRQ, trT N WQ_400Q47 F�BRUAL 22 2002_ b. STUD WALL PER PLAN I. 4X4 POST(U.N.0)ON PLAN 24 HOURS OF POUR. AT CONTRACTORS OPTION. OTT/- - W NOTE:DEVELOPER AND/GR GONTRAGTOR SHALL SUBMIT DESIGN DOCUMENTS FOR THE 1 2. REFER TO PLANS t TABLE RI WAY 9 eY FOUNDATION TO THE SOILS ENGINEER.THEY SHALL BE REVIEWED BY THE SOILS 2 BELOW FOR GONNEGTION • ADD.fir. e T '1, ENGINEER PRIOR TO THE START OF CONSTRUCTION FIX FOR OYERS 1 ZED HOLE 22 --- Qq'_r♦i5(F}R, ltr.S I/5"x'D'MIN. I/5'x"D"MIN. ° TYP I/4"x"D'MAX. d I/4"x'D'MAX. d PT-22N 3 d I/6'MAX. I/6"MAX. IN G II Ar NL ,If J Zd PE516N GATE60RY(EXPANSIVE SOIL) MAX.DIFFERENTIAL 3. ADD N4 X 5'-O"CENTERED e o ar r.. nr r EDGE CENTER ALLOWABLE SOIL 5ETTLENENT IF APPLICABLE NOTES: 1. 5/6'O hEPCe ANCHOR. USE HOLDOWN W/IN SHEAR GONE I -r r y r, ` (SEE TABLE'A'ON -MIN.SPACING BTWN.ANCHORS TO BE D'.IF I WEDGE ANCHOR TO REPLACE OMIT N4 BAR IF TENDON OR ° PT Z PLANS) LIFT LIFT BEARINS PRESSURE (GONIPRESSIEiLE SOIL) 5PACIN6 15 LESS THAN 6"USE THREADED FA.MISSING INT.WALL ANCHOR ° CONT.REBAR EXI5T RIGHT a p Ym 0.46" 3.2" RODS EMBEDDED 5'INTOGONGRETE W/ BOLT!USE(2)WEDGE ANCHORS •°' II ° THIS LOCATION. �- - -0N r CATEGORY I 2000 PSF SIMPSON SET EPDXY(11,19 N52T9)OR TO REPLACE EACH MISSIN16 r.O lu Em gS' b.' EPCON AT ADNE5IVE SYSTEM pGBO N5560) AB.a EXTERIOR SHEAR WALL CATE6GRY II Ym 0.64" 3S" 2000 FSF SPECIAL INSPECTION IS REQTJ.FOR THIS SYSTEM. t SHEAR WALL BTWN.HOUSE •p °� ° DRI Y EWAY TO GAL�( /^M 1�VN mJ Em 4.' b.' -WEDGE ANGNORS CAN BE SIMF'50N WEDGE ALL AND GARAGE. 2 ' s t r (16150036gU OR ITWRAMSET RED HEAD WEDGE NOTE, ZIP STRIP SAW GUT/HAND TOOL JOINT :,, ` CT NUMBER Ym 0T3" 4b" ANGNOR(ICBON1372. 2. 2 1/2'MIN.O EDGE OF FT6. ° ° -ALL STRAPS ARE SIMPSON NO�L'!d r CATEGORY III Em 425' b: 2000P5F I"OVER 20 -CHECK LOCATION OF TENDONS PRIOR TO CONDITION t CENTERED O - STRONG TIE. -SEE DETAILNI F�2''L r ,' 60339 DRILLIN6 SLAB TO AVOID HITTING THE GABLE. INTERIOR WALL CONDITION. -INSTAL STRAPS OVER SHEAR t INFO.NOT SHOWN. 2.CONCRETE STRENGTH 15 TO BE MINIMUM f'c•2500 Psi AT 26 DAYS,5"MAX.SLUMP. -NO SPECIAL INGPECTION 15 REQUIRED FOR g• 4 I/2"O WEDGE ANCHORS t ° INTERIOR _REFER TO DETAILS NI t 02 TYP I GAL CONTROL JOINT 10 d � K u` 1ssu��� TYPE II OR V CEMENT.WATER CEMENT RATIO(W/G)•OSO MAX..1 I/2"MAXIMUM WEDGE AW-HORS. FOLLOW MFR. 5"O EPDXY. FOR MORE INFORMATION n 0I/1tl/03 A66REC,ATE SIZE,DE516N BASED ON f'G•2500 psi.CONCRETE SHALL COMPLY WITH RECOMMENDATION FOR INSTALLATION. UBG 199T TABLE 19-A-4 WHEN CONCRETE EXPOSED TO SULFATE CONTAINING O -MIN.1'c 2500 MI PT-1 ON --Tr PLOT DATE �� °' -FOR MISSING OR MISLOGATED R ARCH SOLUTIONS IN ACCORDANCE WITH SOILS REPORT RECOMMENDATION.SEE CONCRETE HOLDOWN STRAP,SEE i 1 ��^ s DETAIL 25-PT-I �o- •e - OS/2?/OS DRAWN W. REVISION BY., PLACEMENT NOTES FOR MORE INFORMATIONS. �p d I O STUN FOR.'RIOT PINS Q I g.TENDON ANCHORS SHALL BE A5 MANUFACTURED BY PRECISION SCREW PRODUCTS ii le NAILS I. SEE FOUNDATION NOTE ON CO.INC.APPROVED BY I.GB.O.0459T OR V%CORP.APPROVED BY I.CB.O.03020 - OR OTHER EQUAL. 5 ° PA- D 4' 20 -16d's SINKER 4.SEE ARCHITECTURAL(OR MANUFACTURERS)DRAWINSS FOR MASONRY OR PRECAST EXTERIOR b" HPAHP22 10 2 s NOTE:E DETAIL NI FOR LEGEND SHEET N0: " HPA-26 6' 4 I ' SINKER ° FIREPLACE FOUNDATION DETAILS,IF NOT SHOWN ON POST-TENSION PLANS. ° t INFORMATION NOT SHOWN. ' 2 -I I R 14' -1 I R PER ARCH' PT-1 28 M1551NG OR°MISPLACED A.B. PT 1231 HOLDOWN STRAP PT-16N 16 NON-BEARING INTERIOR WALL 11 POTSHELF FOOTING PT-SN 5 I. PROM MIN.N4 BAR b'-0' I. g'X g'X I/4'X g0'LONG NOTE: I. CENTERLINE OF P05T NOTES, a. 2X STUDS a 16'O.G. D€ AND PAO FOOTING FOR MISSIN6/MISLOCATED A.B., b. INTERIOR FINISH LONG,g TO 5'FROM THE 5 n STEEL ANGLE SEE DETAIL NI FOR LEGEND 2. POST IN WALL OR USE SEE PET.I9/90I FOR FIX o. 2X P.T.D.F.SILL N5E 5X 4'MIN. TOP OF THE FOUNDATION AND INFORMATION NOT SHOWN COLUMN BASE,SEE PLAN FOR OVERSIZED HOLE IN SILL PLATE, WHERE INDICATED ON PLANS) - C �GENB D AT'HI 2. �AR AT L 5'DIA.CARRIAGE NOTES S. PAD REINFORCEMENT, +SEE MIN 10 IL VI FOR FIX TO HAyyEE W/5/6'DIA. 2-MAXR.BOLTS •b•bIRQ�D x MAX ID• o NOTES, 2 `�•< q 6 SEE PLANS WELDED L�AT �5EAM5 N.N.OIN.12' ENDS D.C.F P,7JO SILL NN.FROM ON 5' SHOVEL FOOTING JJ ) I.5'S' F7+6.REINF. •DEEPEN FOOTING A5 REQ'D. Y I PER UPDATED SOILS REPORT PLATE WASHER v 19 OVERALL DEPfH OF PTO. �O ACHIEVE le+4' 4. 12'CONCRETE EMBEDMENT FACE OF I d VERIFY ALL INFORMATION PLANS hU g/Ib'X2'X 2' PER DCTAIL o 2 +USE MIN.5'LEDGER• VENEER d. 4-GONG.SLAB K"BARS DEW I�Itl IF RCGINRCD a LAP j REFER TO MANJFAGTURER ENLARGED I •ID'O.G.EMI•MID HT.OF 9PEG5.FOR 1/19TALLATION PLAN VIEW 5. 2X4 P.TD.F.MEMBER _ j"10 MIN.46 CAR DIAhETCL7 O �O WOOD MEMBER �? ---- -- - -- AS AN ALTERNATIVE WJ MIN.00 TO CORNER b. 2X4 P.T.D.F PLATE TGH a SLAB.USE bXb-IOXIO YVA'1 b h PER SOILS REPORT. (UTO MATGN T. INP MF?<7 �.Ip AL RE ORGG ANGLE BE 5' ) .. Mn_-i ° rr . - ' __ e. 4 REBARGONTP ATION DETNL•!. ,- GyxeOU'D "MIN.F'c•2500 I N.NDJP� TOP!BOTTOM .N I• SEE PLANS FOR HOEDOWN \ '. e�Tn -_ . 2'SAND OVER 10 MILGOU�iS 'YSEEEDETAIL NI FOR LEGEND t 4 s - $EE PLANS °` a .1 Tro• V!5C,31EEN ovER rsANDENGINEERING N.OJ PER SOILS REPORTINFORMATION NOT SHOWND5115 •FOR MI951N6 oR MISLocATED D5104 _ SCREE.SEE ARCHITECTURAL CONSULTING °• 1�U h. FIOL.DOWN STRAP,SEE DETAIL ° - f -� �L K. SEE FOEXTERIm. UNDATION NOTE b.2 E STEPPED FOOTING 23 H.4. M 20-SDI D"MIN PONY WALL 13 -- P �� M. ON SHEET�s FROM STEM GROUP IN.S d D5101 ° ° INTERIOR �', EXTERIOR s '". WALL In'FIBERBOARP I. FINISH GRADE 4. CREATE PIPE SLEEVE 2' NOTE: I. POST PER PLAN II MATERIAL). 4400 CAMPUS DRIVE LARfsER THAN PIPE TO CORNER TO CORNER . 51MP5ON COLUMN BASE �. 2. BAGKFILL TRENCH EXCV. HTT22 INSTALLATION HD INSTALLATION FOR MISSING"CO",'ISEE CIS PER PLAN ISOLATED PAD FOOTING 6 p <• p. «3 DOWEL5SI •lb,O.G. NE CA 92 BEACH PER SOILS REPORT DETAIL 22-SDI r e ppp FOR EXPANSIVE SOIL W/ CA 92980 NOTE; 3. Ng MIN.'V'BAR BENT I E.I.<50.FOR E.I.>50 4 OR 5. BOTTOM OF TRENCH EXGV. CONTRACTOR 15 RESPONSIBLE " ° 12'A 12"THRU STIRRUP 11 COMPRESSIVE SOIL,SSE NEWPORT BCK (949)752-IM NOT TO EXTEND BELOW THIS FOR IF PER SHORING WHEN SIMPSON de le ANCHOR 4+ P IN g•BATTER 1 OF COLUMN BASE � ` REPHOEDOWN AND TYPE IN 4. (2)M4 E/W PER PLAN "•GOP'ID"A" SOILS REPORT.ELIMINATE FAX (949)71i2-6921 HTT22 15/4' 20 5/b"5/b"a 55TB24 4X4 -- 5. PLATE t ANCHOR BOLTS b"a .,ND"B" SEE DETAIL NI FOR LEGEND A 9 DOWELS FOR NON-EXPAN51 PALM SPRINGS: (D)3Yg.M INFORMATION NOT SHOWN J 50ILS UPON WRITTEN HD-5A 15/4" 20 5/b"5/b"a 55T524 4X4 �'� __ WHERE OCCURS VERIFICATION FROM SOILS PHDD I g/4" 28 1/b" 1/b"4+55THg4 4X4 BOLT �a I Z 6. PAD FOOTING PER PLAN - We IA. ENGINEER. BgEEp J.BEAAM,PE U 1. TOPo F CONCRETE WHERE ,� -- _ OCCURS X BEND REBARS IF REQUIRED t IZYLOPID'B' S• U'+ q. PLYWOOD PER PLAN. HD-bA 3/4" 28 1/b' 1/b"4+SSTB34 4X4 0 Q r. TOP OF NAT.GRADE OR I e 2 HD-IOA g/4" 28 1/b" 1/b"A SSTB34 4X6 Y _ I f d LAP MIN.45 BAR DIAMETERS I d IZ'eLON7'A' COMPACTED FILL. yy U f g ,� I IS•a�ONDR• m m RESTRICTIVE NOTICE TRENCH PA E 0" s I r U�i LOCATE N4 BAR THESE aE81GIN DRAWINGS,MO TO FOOIII, =_ �j. aR:<i1G�7gN8 NE 7 EXCUIINE I __ a PRGPEIRY or aGAm eeataEslno v - 28 s TYP. HOEDOWN INSTALLATION 18 - I __- - TYPICAL EXTERIOR FOOTING 1 -�. PER PLANS D5095N coNlULTw GROUP.AND ALL 10' IN. i ,-� D5108 I N+ Mob roHONSHOWN� WEDGE ANCHOR.USE Do ° d uo Na vwrt OF 7�E vuvyrloe WEDGE ANCHOR TO b 5 m J 1 .• -- -- Nrw Coy®.mNmFa�Eo.an z r ) REPLACE EALH MISSING INT. U I I. ADD 4 HORIZON.O 12"O.C.OGREPRODUCED,NOR CAN ANY •O Z __ a •D I 2� (2) L ANCHOR BOLT TOE 4 ° ¢ - N4• 1 i Nj 4. WHEN"D"EXCEEDS 12°. Wrt11Wf Wf nB1 o0NBB<T of 1 U REPLACE EACH MISSHEAR > �.Jl o �l 24 O.G 2 �\\ °� pgNlg pgral�gCaeeuL7nU ADD(2)M4 X 4'LONG COMPACTED A.B.o EXTERIOR SHEAR NOTE: GROUP WALL t SHEAR WALL BWTN. I SEE DETAIL NI FOR LEGEND CENTER a PENETRATION FILL ry_ HOUSE AND GARAGE SEE PLANS GLR ° 3 b b Ij „' coP71lGHr GGAal a+GVFFm+G Vu ���fff �'�• ! INFORMATION NOT SHOWN. CONSULTING GROUP 202 TRENCH FERFENDICULAR TO FOOTING 2. 2 1/2"MIN.a EDGE of FT6. Dso23 p AuRGKrsREeERVED CONDITION t CENTERED o e c Q Y O INTERIOR WALL CONDITION COLUMN BASE 14 STEP AT CONCRETE SLAB 7 s s TYP. TRENCH FOOTINGS D5117 24 3. 4 1/2"a WEDGE ANGHOR5 4 D5099 00 DA�EVISIONS 4 5"a EPDXY I. MINIMUM 4X6 POST IN 2X4 ° ° P `ry-a MIN. WALL AND bXb OR(2)4X6 #- 1. P05T PER PLAN - 6"e GOND'A' NOTES: z IN 2X6 WALL _ 8'aGOND"B' f 2. SILL PLATE 2"eGOND"'°`" WEDGE ANCHORS CAN BE 51MP. o- 2. DEEPEN FT'O 4 BEND THE 3 II 2 IS"aGOND"B REBAR o CORNER A5 3. ANCHOR BOLT.SEE PLANS U.N.O. w WEDGE ALL(IGBO M363U OR d ITW/RAMSLT,IC AD WEDGE - NEEDED. 9 FOR SIZE AND SPACING ANCHOR(IGBO N13�2) A A' 4. 3"CLEARANCE.TYPICAL j i 3. DBL STRAP HOEDOWNS PER 2 NO SPECIAL INSPECTION 15 PLAN AS SHOWN.TO BE 6 INSTALLED OVER PLYWOOD REQUIRED FOR WEPGE I SHEATHING 5. ADD N4 BAR BENT DOWN _-- -- - ANCHORS.FOLLOW MFR. INTO FOOTING AT CURB r.- RECOMMENDATION FOR g 4. SILL PLATE PER PLAN INSTALLATION A g A a ii 10 b. 1'-O"TO THE BOTTO4M OF 5. NS HOOK BAR ALL BENDS 4 a ip THE HEADER N.N.OJ. MIN.5PAGIN6 BTMM.ANG 5 a SHALL MEET fHE MIN.5TD. �JI a lL� 6 l �J, TO BE b".IF SPACING 15 LESS HOOK REQUIREMENT 1. TOP OF SLAB AT GARAGE THAN b USE THREADED RODS a ��' NOTE: N4 VERT.a Ib"' EMBEDDED 5"INTO CONCRETE _ b. TYPICAL CONT N4 TOP AND < W/SIM`SON SET EPDXY 4KI FOR MISSING OR MISLOGATED ° BOTTOM N.N.O� EXCEEDS&' P ppP 1c, M5219)OR EPOON Al ADHESIVE z M M HOLDOWN STRAP,SEE DETAIL 5 ° °' ° • - --.cc SYSTEM(ICBO N5560)SPECIAL 20-SDI 4. V-b"TO THE BOTTOM P , INSPECTION 15 REQ'D.FOR THI5 f ° OF THE HEADER SYSTEM ALL 5TRAP5 ARE 51MP50N a PARTY WALL V1/ D51G3 N� 5 •d STRAP ETMBEDMENT MARK IS a d < 10.T"CURB MIN. _IS"MIN.a ,�� D5096 PARTY WALL RAISED CURB 2g 25 MISSING OR MISPLACED A.B. 19 `" B 2 B GOLD JOINT. ° MIN. INTERIOR BEARING FOOTING 2 333 RAISED CURB 8 12"MIN 5 DSOt7 R�4 q I. 4X4 POST,U.N.O.SEE PLAN 12'MIN NOTE NOTE: �CF 2. STRAP,SEE TABLE 4 SIMPSON to P05T O.OF NAILS a h SEE DETAIL MI FOR LEGEND AND SEE DETAIL F ABOVE FOR INFORMATION NOT SHOWN. 3. EMBEDMENT IS FROM GOLD HOEDOWN EACH STRAP \ FINISH LEGEND! INFORMATION NOT d c JOINT AT NON-MONO POUR -' .� SHOWN FOUNDATION SYSTEMS. (2)HPAHD22-2 16" _ 4X6 (21)-Ibdb COMMON 2 (2)HPA35 b 1;4'4X8 (21)-Ibd's COMMON Q O TIE BEAM REBARS TO CONTINUE ' NOTES: g/4" _ O J a ail J - f (2)5THDI4 14" 4X8 (38)-Ibd'e SINKER g d' INTO EXTERIOR FT6'S MIN.24". u USE SIMPSON SET EPDXY-TIE O A O z LOWER TIE BEAM AS NEEDED. Q n REDHEAD EPOON Al APHE51VE O J _ SYSTEM.APPROVALS: ICBO HOEDOWN STRAP 15 a ADJUST EXTERIOR FT6'S a TIE �------- �� 0 V N52T9 4 N5560 t CITY OF LA. �� Nl d BEAM LOCATION FOR REBAR J ¢ <D] Z R.R.N25219 4 025319 REFER T wpp DEVELOPMENT. g IGBO AND MANUFACTURERS I. 4X4 POST N.N.OJ ON PLAN C41 SPECS.FOR INSTALLATION m 1 j N F PROCEDURES. 2. REFER TO PLANS!TABLE BELOW FOR CONNECTION 12" YJ Q w W 1 5/4" SPECIAL INSPECTION IS I TYPE •_ �[� MIN. � REQUIRED DURING ALL 2 d D5014 HHb"a1CGpOND"A" INSTALLATION NOTES: 8^aM,1N:'S1MP. Y ALL STRAPS ARE 51MP50N �E S�ALAE ANCHOR HOLE S REFER�i• INSTALLSTRAPS OVER TIE BEAM 9 HOLDOWNCgS BPS 3 " MIN.GONG.5TREN&TH 5TRON6 TIE J P'c 2500 pei _ _ O ' MISSING REPLACE ROD A EMBEDMENT s SHEAR PANEL O ADEQUATE SIZE WASHER 0 HOEDOWN 1 OOTIN6 TYPICAL INTERIOR FOR MORE NOTE. lK ,O; STRAP' HTT22 5/b" 10" INFORMATION PROVIDE CONTROL JOINT AT 12 t HD2A HDSA IN HOEDOWN. a' 10'-O" EACH WAY N.N.OJ D5002 HDQb OR MIN.ib. 2500 PSI HDbA/HDHA 15" GONTRAGTOR SHALL SPECIFY INSTALL ADDITIONAL M4x6'-O" HDbAMDBA OVERALL LENGTH OF ANCHOR. :• GENTERED a STRAP HOEDOWN SEE DETAIL MI FOR LEGEND t Z W DBE.STRAP HDQb OR .o m B INFORMATION NOT SHOWN EXT. BEARING GARAGE CURB 3 o a Z END REBAR a AP HOL OMIT AND HDIOA HDIOA l/b" 15 FOR OTHER HOLDOWN5 NOT M4 DAR IF GONT.REBAR EXI5T PROVIDE SAW CUT WITHIN 24 NOTE: LISTED IN TABLE ASV.t/OR •p INTERIOR COND. a THIS LOCATION. HOURS OF POUR OTHER GOND.NOT INCLUDED SEE DETAIL NI FOR LEGEND t 115 MAX. I/b"MAX. SEE DETAIL MI FOR LEGEND t {- LU W "HOLE) AN STRAPS ARE:ALL PA5 ALL HPAS HERE,CONTACT 60WI5 EN6.6. INFORMATION NOT SHOWN a RADIUS d _ INFORMATION NOT SHOWN �/ /A O W PAHD42,MPAHD,HPAD22,HPAHD22-2P, GROUP OF COMPANIES FOR ' �l Vj 5THD10 AND 5THDI4 FOR SPECIFIC FIX ° STRAP EMBEDMENT MARK IS • '� e GOLD JOINT. 1/b" ' D5105 _ i 26 FIX FOR M I SS I N6 HOLDOWN 20 SIM1 SON 20eSD E SEE DETAIL - - d SRIEYY m d N FHOLPOM OR MISSING STRAP,MIEE DET IL - _ IL a 30 D OR HOLE :;, o� o a Tl I BOLT DIAMETER E16 OVER HPAHD2 4" (2g)-Ibd s SINKER TYP. CONTROL JOINT HAND TOOL JOINT 10 -ni l . w ° 2 - J Q- OVERSIZED J F r J y L'.1 6a 3 ' HPAHD 10 (25)-Ibd s BOLT DIAMETER a COMMON o W 2. ANCHOR BOLT]pit b, HPA-28 b (24)-Ibd s SINKER e -� g. SILL PLATE HPA-35 b 1/4" (21)-Ibdb COMMON Y EXTERIOR COND. s b Z 3 STHD 10 10" (28)-Ibdb SINKER d k --- a NOTE, 4" ° a 4. EPDXY GROUT a• Y O Z STHD 14 14" (38)-16db SINKER y � y u D5107 SEE DETAIL NI FOR LEGEND t ' 5. SIMP50N BPS 5/b INFORMATION NOT SHOWN ry R T I�y.°' y `. <�q U Lu Q- u 6. STUD WALL PER PLAN HOEDOWN STRAP 16 - u - - 2"aC.OND A`I N.N.OJ 12 UNO ( ( TW W Z FIX U51NG EPDXY GROUT FIX USING SIMP.BPS 5/8 I5"eGOND"e 1 e Q i=no NOTES: __ VIEW,I .� HOUSE TO 6ARA6t 'F„ -'� ,.':. ...... F- m� FIXFOR OVERB I ZED HOLE D5088 21 SPEFGS.FOR INSTALLATION MIN.POST SIZE IS b X b D5102 AGE OF STUDS a PROJECT NUMBER TO WOOD MEMBER z DEEPEN AND WIDEN FOOTING _ I,e I. PO5T PER PLAN ! A5 5HOWN TO RECEIVE d m I SLOPE TO DRAIN d FINI9�I''ons a1 0 0 MIN Va.2500 pet NNOJ e HOLDOMA NON-BEARING INTERIOR WALL 11 �- O r,033q 2. TO MA N ABU COLUMN BASE DL 2 3/4" --- ISSUED DATE O o 2 TO MATCH POST SIZE � MIN. I d I i -�gl PIPE BUMPER GUARD ° OI/2q/OB 4 g 5. 5/b"DIA.RED HEAD WEDGE ( v 2. CONCRETE FOOTING a 13/4" ° ,ill ANCHOR(IGBO NI312)OR ip ° F SIMPSON OSE ALL STUD HD TALLIED OR HDIS `O PLAT DATE MIN. ,J ° - ANCHOR I'50 111 WITH e INSTALLED WITH • 3. 56.OR PER ARCHITECT G <10 b• 04/2$/OB MIDDLE OF SLAEs CONDITION 4 1/2"MIN.EMBEDMENT INTO 11/4' DIA.A-501 11 EDGE OF SLAB CONDITION CONC. a MIDDLE OF SLAB o HEX-HEAD BOLT 24 .M N. _ e MIN. DRAWN BY: REVISION BY: CONDITION E PLANT LARGER a Mg x 24" K.P. NOTED. CONDITION MFR.SPECIFICATIONS 4. 5/b'DIA.THREADED ROD iv °PAD 15 RE RED c ii ii K DOWELS °° 4- a a FOR INSTALLATION OF ABU EMBEDDED 5"INTO CONC. JOINT AS n o .,U a 24'O.G. • O• NOTE: AND ANCHORAGE 5Y5TEM W/$IMP SET EPDXY(IGBO 12' N. z Z ° ii °°a V 'ry ry� SEE DETAIL MI FOR LEGEND AND SHEET NO: *'I OR EPGON A SYS. f in Q2, a INFORMATION NOT 5HOMN PAD FOOTING BELOW SHOULD SIG50 N5560)WITH SPECIAL BE NO MORE THAN L b"OFFSET INSPECTION a EDGE Or ° -olM, D5025 uGO�B D_ - FROM POST LOCATION 5LAS CONDITION D5089 D5106 311 1271 M15SIN6/MISPLACED COL. BASE 1221 H=OA/HD15 HOLDOWN INST. 117 PIPE COLUMN 112 1 HOUSE TO PORCH 5 1. ROOF SHI ATHING. O Ne.iL agl�s 1. Ibd SINKER NAILS AT 16"OZ 1. �-�O°D BATHING NAILING SCHEDULE I S S D I. EDGE NNLIN SPLICE UN.O.t PER TABLE BELOW. I. C.SI6 STRAP TO BE APPLIED 2. TRUSS BY MANUFACTURER 2. ROOF TWl"h. 2 2. TYP.STUD5 AT 16'O.G. �Ir 2. ROOF 9ffEATHIN6 3. LOCATE 5TUD UNDER SPLICE OVER ENTIRE LENGTH OF Llfg 3. bd COMMON HAILS AT 6'OZ. 3. EDGE NAILING. TRAP END LENGTH CAPACITY OF BLK6.MIN.(3)NNLS TO EA. 9. SHEAR TRUSS TO TRANSFER AT PROVIDE P.6LKG. BN. GONEGTION NAILING ATTA4FED TO ADJACENT STUDS A 16 3'-b' IbSOe 14 S 10 6 I 4 g 6 2 4. 2X FULL HEI6MT BEVELED H 4. 2X BEVELED BLK'6.IF A 200 PLF FROM TOP CHORD W/(3)Ibd5 EACH SIDE. I.JOIST TO SILL OR GIRDER,TOENAIL.........................................5-Dd 4. NUMBER OF HAILS SPECIFIED B' (2)GSI6 3'-6' 5500e 2. END LENGTH SEE TABLE BLK'6.OF MILKS.15 NOT BEVELED S SIME IS 19 NOT BEVELED, i 70 BOTTOM U.N.O. 3 5 2.BRID6IN TO JOIST,TOENAIL EACH END..................................2-Dd 9EE IS/SN2. TA13�EEN ELOH.N6 PONTS PER SEE DETAIL I T,S M T M*15. i 4. c.£f PLAN FOR TYPE. TABLE BELOW. -USE DOUBLE BLOGKIN OR FLAT 3. PLYWD.SHEATHING NOT TIGHT FIT,SEE ITEM•15. 3.I'X b'5UBFLOOR OR LESS TO EACH JOIST,PAGE NAIL................2-bd S. GIRDER TRU95f9FEAR TRUSS 5. SIMPSON STRAP PER TABLE BLOCKS FOR CONDITION D 5. DBL.TOP PLATE OR BEAM 4.WIDER THAN 1'X b'SUBFLOOR TO EACH JOIST,FACE NAIL............5-Dd WHERE OCCURS. b 3 5. TYPICAL TRUSSES EQ. EQ. BELOVL 4. COL.TOP PLATE . 2 i �" ` b. SHIM AS REQUIRED. -USE bd SINKER AT STRAPS �., 6. SIMPSON A55 L550 OR LTP 5.2-SUSFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL..........2-16d t b. 16d's•4'O.G.STAGGERED. vi y b. A55 PER SHEAR WALL 1. CONT.LOVER PLATE•WALL S. 2X BLK6.ON EDGE W/E.N.OR •24"O.G.N.N.OJ SEE GOU�S 11 SCHEDULE INSTALL AFTER D. EXTERIOR WALL. 'USE ONE ROW OF NAILS AT FLAT BLK6.STRAP TO EXPEND WALL SCHEDULE FOR b.SOLE PLATE 70 JOIST OR BLOGKIN.FAGS NAIL...........Ibd AT M O.G. ll 1. SHEAR PANEL PER PLAN. ROOFING IS IN PLACE. ,. 5T22 STRAP. EACH STRAP ON ALL MILKS.(MIN.5-BAYS) SPAGIN.FOR VENT BLIGK SOLE PLATE TO JOIST,AT BRACED WALL PANE.............(3)Ibd PER 16' I D s 5 HOTS: 1 3 2 15 _ SEE DETAIL IA/SN-2. 1.TOP PLATE TO STUD,END NAIL......... ........................ ...........2-16d ENGINEERING b S 1 II 4 D. USE SAE 51 FRAMING. 1. 2Xb LATE)NAILER NS NAILS FULLY NAIL STRAP W/Ibd 6. TRUSSES It 2 12 12 1. SHEAR PANEL TYPE II TYPICAL H.STUD TO SOLE PLATE..........................................4-6d,TOENAIL OR CONSULTING 9. USE SAME SHEAR TYPE AS 4 TO PLATE t TW15`.SEE 2-16d,END NAIL BELOW. SHEAR WALL SCHEDULE FOR STRAP IE SINKER OR 10d COMMON N.N.O.ON PLANS)BETWEENI .................... ............. SPACING.NSE SAME NAILS SHALL BE STA66E D '1 5 TRUSSES. ..lbd AT 24"O.G. SPAGIN AS 51LL PLATE t AT LEAST 2•APART. 9.DOUBLE STUDS,FACE NAIL GROUP I 9 S D 10.2X BLK'6.W/A55•O'O.G. NAILINJ H. SEE PLAN FOR TYPE AND 10.DOUBLED TOP PLATES,FACE NAIL................. ...........I6d AT 16'O.G. OMIT A55's IF PLYWOOD iS L LOG.OF r STUDS AT b PANEL .G MLAX.ON 2X DOUBLE TOP PLATES,LAP SPLIG........................................... - CONTINUOUS TO UPPER BLK' H. ALT.LOCATION OF ASS IF ' ^ , b 11.BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE,TOENAIL 3-bd 4400 CAMPUS DRIVE it. A55•D'O.G TRU55 15 OFFSET. 9. ALT.LOG.OF SHEAR PANEL 12. Z- MEWPOffrBEACH _ f" -i1 � g 1 PLATE SPLIE A7 1 NON-LAP GHANJEL 5 16 IS 15.TROP PLATES,LAPS AND NIM JOIST TO TOP PLATE,TTERSECTIONS,FACE NAIL.........�A..020 _ _ 10.2X FULL HEIGHT BLOCKING. II. TYPICAL BOUNDARY NAILING - - fi 5LOPIN6 CONDITION D CONDITION S 12.5IMP5AN TO.T HI CA.A35's.L'D550 14.CONTINUOUS HEADER,TYVO PIECES.............................lbd AT Ib"O.G. AS ALONG EACH EDGE NEWPORT BCH: �752-SM FAX lYtO T626921 r r' 4 T - IS,GEILIN JOISTS TO PLATE,TOENAIL.......................................3-bd PALM SPRNIM (7ED)329.60YD r � r OR LTP4"5•24'O.G.EXG � r i �i A B G D E F 6 •SHEAR WALLS. Ib.GONTINJ'OUS HEADER TO STUD,TOENAIL............. 4-Hd AKE F r INC.OF I6d SINKER 12 ID 24 30 % 42 10 b 1'3.2X�IG'6.t UPPER SHEATHING 11.CEILIN JOISTS,LAPS OVER PARTITIONS,FACE NAIL..................3-16d SAEED J BEKAM,P.E. i 1O 4 MIN.PLATE LAP 4 FT. 4 FT. b FT. H FT. H FT. IV SRABV. GAN IH.EILIN JOISTS TO PARALLEL RAFTERS,FADE NAIL...................S-Ibd b S 7 11 4 2 `T�• 1 VLOCKIN IGATED RILL DEPTH Iq.RAFTER TO RATE,TOENAIL......_ .......................................3-bd F E ALT.STRAP VV I6d 51NKER 5T22 5T6224 5T62%M5T31 M5T4H M5T60 GE31N `�_____________ I4.2X RAFTER TAIL W/MIN.5'-0' 20.1'BRACE TO EACH STUD AND PLATE,FAGS NAIL......................2-ad RESTRICTNE NOTICE IN& SHEAR TRANSFER 16 SHEAR TRANSFER 12 TYPICAL SPL I GE TOP PLATE 9 DRAG DETAIL C LAP L PLATE F b'O.G.STAGS. 2I,I"UI H` p COI; eR 5T LE55 TO EACH BEARING,FACE NAIL ...... 2-Dd r�1R�E� 4� J OR TRU55 TOP CHORD Mt�fc4TONS NE THE EX U KA I5.MAX.GAP TOPBET C EN BLK'6.t 22.WIDER THAN 1'X H'SHEATHIN TO EACH BEARIN,FAE NAIL.....3-Hd PROP9HT OF eDU16 BtDeEHIS/D D0012N D0024 TOP PLATE FOR HI t BLK1L550.4 23.BUILT-UP CORNER "5HEA.....................EARI............Ibd AT 24'O.G. aONafRTsa oN01R�� T BE I/2't FOR ASS,TO BE 1/4 ALL FMCF194M aOWN's I. SEE PLAN FOR SHEAR PANEL 2 S I. 2X MEMBER,I I/4'TIMBER I. BEAM,SEE PLAN FOR 512E L 6 b 16.2X BEVELED BLK'6.SEE 24.BUILT-I1P GIRDER AND BEAMS..............AN BOTTOM ANDSTAGGERED Ma �OF THESE DMTrHo6 TYPE 3 ___ STRAND OR L.V.L.GONT.RI 2 1 2 4 I BEAM,SEE PLAN. c BE DaFER TMOMFHER OR 'I PER PLAN. 2. DBL.TOP PLATE W/VMPSON 13-SN2 IF NOT BEVELED 2-20d AT ENDS AND AT 11@M01108.SIM CAN ANT 2. 2X BI.K'6.ENTIRE LENGTH OF 2 -- -- -- 2. BOUNDARY NAILING EQ' E6'' 5T6236.IF DBL.TOP PLATE T2. SIMPSON 5T6224 EACH SIDE EACH SPLICE ,, BE e111LT Ralf 71181 SHEAR WALL �;<� 3. FLOOR 5HEATHIN IS CONT.,ELIMINATE STRAP. OF BEAM TO POST FOR bX NOTE: USE HI AT 48"O.G.WHEN OVER- 25.2'PLANKS...................... ...... ...... ....2-16d AT EACH BEARING tNffNRUT YfRTTEN CONBB7f OF 4. STUD WALL WHERE OCCURS r AND HX BE So ST22 FOR HANG EXCEEDS le". odors FDfBs®e1D DDNBIt.I•!D 3. SUM N G516 STRAP AS I 5. SHEAR PANEL PER PLAN ____ __ 3. POST,SEE PLAN 4X BEAMS. •NOTE:COMMON OR BOX NAILS MAY BE USED N.N.OJ 6. FLOOR SYSTEM PER PLAN. ttalF . (CAN BE 2X CONV.,I-JO15T 4. 2X STUD AT EACH SIDE W Ibd5 5. POST'SEE PLAN. SHEAR TRANSFER DETAIL 1 4. HEADER,SEE PLAN D 1 OR OPEN WED FLOOR TRU55 T AT 12"O.G.STAGGERED. aOlfRmfT eOffNS BfDttEfnfo IT, 1. STAG.SILL fC NAILING. 4. ALT.TO STRAPS USE 2X d7NBUL7INN DNOlP 20t¢ \ 5. WINDOW SILL WHERE SPA.GIN IS LC-55 b S. FLUSH BEAM KIN STUD EACH SIDE OF �/� }�'''� ALL ROfnB _ THAN b'O.G.,PROVIDE 2X BEAM TO POST t NAIL W/ I. BOUNDARY NAILIN. SHEAR ♦ IALL SGHEL/ULE 2 2 NAILER TO RECEIVE NAILS t 4 6. (5)Ibd5 EACH SIDE TO BM. 2 16d 1s 1 O.G.TO POST 1 g b 14 4 2. 2X FLAT OUTRIGGERS a 4'-0" REVISIONS CONNECT TO RIM VU Ibd 1 Ibd5 TO BEAM. O.G.FOR EAVES UP mid t e SINKER NAILS M SAME 1. ALT,LOCATION OF STRAP 1941 UNIFORM BUILDIN GORE/2001 GALIFORNIA BUILDIN CODE NOTE: I NAILIN 4 2'-O"O/G FOR EAVES UP TO SPAG N AS 5 LL AGRO��SIDE OF TOP NOTE: N0. DATE DE8C. 4 S TRAP VI/ ID) S S 4 R 24'.NOTCH TOP CHORD TO APPLY G5 5!� 3 PLATE - ADD SHIMS AS REONIRED I NAILS(MIND TO HEADER t TO OF SHEAR WALL ABOVE. D RUN OUTRIGGERS THROUGH FRAM INS KIN• H. SUMP.SCHEDULE PER SHEAR WALL NO OVER GUT. DBE SHEAR SILL N CLIPS ANCHOR AYS OF BLOC 5lEATNI E PIELDIt ALL B T.IN IOR RI ITION Afdl AT 1 Agp H. 5 MPSON I Assn sw' IgOLT irrr SCHEDULE MAX.a 48'O.G. F T LINE OF E.N.• I I I OPACITY NNL NS L r 2 2 I/Ib"O.G.I SHEAR WALL � T 1 �i 3. ROO SH 6.W/L P NAIL NY NA L fYa G AT EXTERIOR/24'O.G.AT 1 BLK6. TYPE GOMMOW(GOMMONI iPLFJ OR LTP4's SPACING i� - q p INTERIOR WALLS.AS AN ALT ,. SILL PLATE g 2 4. 2X4 BRAGIN MEMBER'•41• TO A35,USE L550'5 W/THE i O.G.FOR TRU55 DEEPER THAN 5/D'APA 6 d'e D 4's bd's s 5/D'b x 12' 1 irz' AME 5PACIN.A35'5 t SILL 10.2X STUDS a 16"O.G.U.N.O. 2 4'-0"IEI6HT NAILED W/(4)I6d A rated a 6'O.G.•12"O.G. 260 • a 16'O.G. a 46'O.O. 8/4" QUIRED f&EN PLYWOOD NOTJ DB'LSTOP PLATE TO 2X S.s A34 TO A btl's s S/D'0 x 12" II. LINE OF BLK'6.2-BAYS \ " EXTENDS TO SIDE OF RIM. 3 T IS 5. ROOF TRU55. I 3/D'APA D d's D d's gyp •12'OL. D 5 aced a 4'O.G•12'O.G. a 4"O.G. •72'O.G. n 1\ n 9. 5TA66.SILL R NAILIN PER b. (5)Ibd5 EA.END OF TRUSS SHEAR WALL SCHEDULE. SIDE VIEW END VIEW TO BLOGKIN. g/D'APA O dY D d's bd's 5/6•a x 12' 10.TJI-550 OR EQUIVALENT W/ 1. FA561A BOARD WERE OCGUR5. 440 •10"O.G. 2 5/16"WIDE FLANGE. � D0038 rated a 5"O.G.a 12.O.G. a g'O.G. •12'O.G. II 1 I 1 ---- H. 2X4 FLAT STRONG 6P.GK NOTE:USE HANGERS FOR ADD FILLER•SIDE OF BEAM 0 V-0, MIN. E ROOF TRL55F5 IS/32'APA g/6'O x 12' CONNECTION OF FLOOR POST BEAM CONNECTION 6 15 •D'-°`OG.USE(2)16d5 '°d'• 1G d� H A5 NEEDED. 45'!5 atruGturol I •3'O.G.•12'O.G. 600 a g'O.G. N.NAJ a D'O.G. THAN 10'TEM-0ANNIN GREATER 10 ,. 7A35F OR LTPO 601#ECT 4 a 4D.Tfdlrf.06 X rated /6•e x 12' FOR PARTIAL FLUSH BEAM It. NAIL t 5PACIN SAME AS II SIMILAR CONDITION.USE(I) B <-- SILL It NAILIN OF SHEAR , 9 12 5 D N.N.O.ON SYL SGHEPULE). ® /13Xitll'In 6 WALL TYPE BELOW. A55 EACH SIDE. IF PLYdJ.IS EXTENDED!E.N.TO (.) atetl 10 d's IO d's 6d's• e b'O.G. S/g2'APA I. R/R OR TRUSS PER PLAN 10.I FEAR PANEL WHERE OGLURS struGturpl I DTO 12.SOLID 6LOGKIN. B.G.OF TRU55,ELIMINATE A355 •2'O.G.•12'O.G. •2'O.G. N.NDJ ontac!rV I-JOIST' NTC-R OR CONDITION t AL7. 3 2 2. ROOF SHEATHIN CONDITION TO E��ItIOI�GONDIT� �� •ee shear DO 17N 10 II II. STUDr a Ib'O.G.U.N.O.IF EXTT7. /6'O x IZ' NO. g, MIN.IX GONT.BOARD W/ 12.2X BAGKIN. g/D'APA D d's D d's qb° trpyfer trcrnfer 16'OL. E%p (3 16d's TO EACH ROOF 15.5TRUGT.SABLE END SHEAR ♦Ia♦s rated a S'O.G.•12"OZ. detail detail 5xb s111 SHEAR PANEL DETAIL 17 SHEAR TRANSFER 13 BEAM DETAIL 10 F IN ELEMENT. TRUSS TO TRANSFER 2HO PLF NNppTTEE�� FROM TOP TO SCISSOR CHORD 1E12 D0016N2 4. 2X R/R•GA.FRAMIN. BJ4COON FRAt-1E WALL TO BOTTOM N.N.0).USE SGIrJ.#2 GABLE 15/g2'APA o she. see sMcr /b'O x 12' 4 USE 2X4 a 24"O.G.FOR MAX. GFiORD OF SCISSOR GABLE TR155E5 END TRUSS AT VOL.CL6. yppl strvatural 1 10 d's 10 d'► 1200 �q�s{♦r trarq{er 12'O.G. "•I I. 2X BLK6.W/LINE OF EDGE END LENTH 4 I I. PLYWOOD SHEATHIN W/E.N. I. 2X BL.OGKIN SPAN OF 6'-0"t 2X6 a 24" 14. MAX UNSUPPORTED LENGTH OF skies rated •g'O.G.•12'O.G. detail dstall 5X6 slll �OF NAILIN ALONG DRAG LINE ALON LINE OF BLOGKIN MINIMUM(4)BAYS U.N.O. 2. EDGE NAILIN OG.FOR MAX.SPAN OF 10'-0". 'DIASONAL BRACE CAN BE 2X4 TO BE 6'-0'.USE LATERAL 2. TYPICAL J015T,SEE PLAN g t TOE NAIL OMITTED a LOGATIDN OF BRACINS FOR LENGTH 6REATER /D`0 x 12' 2. SIMPSON G516 W/Hd SINKER 10 S 2 3. 2X BEVELED LEDGER W/ 1 INTERIOR PERP.WALL. THAN 6'-0'. 15/52"APA 10 d's 10 d's s�sheer NAILS AT 2 1/Ib"O.G. 3. LINE OF SOLID OR MINI 3/4' 5 ((4)Ibd's PER STUD U.N.O. 5. 2X6 PURLIN t 2X4 KICKER• 15. SHIM AS REQUIRED. sides rbaturol I •2"O.G.•12"O.G. IT40 WA ler •3)f°6 slll WIDE FULL HT.BLOCKIN. ___ (IF NOT BEVELED,SEE (,ONNECTION DETAIL CALIF.FRAM'6.•RIDGE H'-0"O.G.MAX.CALIF.LIMIT D0015N END LENTH 5. STUD OR POST PER PLAN SEE PLAN FOR NUMBER OF 12 DETAIL.13/SN2) A B R/R SPAN a IF FRAM BAYS.(MIN.4 BAYS). 4. 16d's AT 6"O.G.N.N.OJ 6. (1)BAY WIDTH X so"ACGE ROOF TRU55 I$ EXTERIOR WALL 2 (-)PROVIDE s"NOMINAL OR WIDER FRAMIN AT ADJOININ PANEL 4. BEAM OR DBL.TOP PLATE �)�r 4. 51MP50N STRAP GUT TO FIT 2 I t VENTILATION OPENIN PER ED6E5 NTH NAILS 5TA66ERED. Q 4 2 g 1 5. H2.5 AT 4H"O.G.FROM A ABL r,.tGi AR°Y NAILIN it OVER WALL OR BEAM.PER {COTES; TABLE BELOW t s BAYS �� LEDGER TO STUDS.SLIT THE ' 2 _ OF BLOGKIN MIN.(3)NAILS - - PLYWOOD TO INSTALL H2.5 2 g OPENR SHEA7HIN AROUND I 3 g 2 T g I. SIMP50N STRAPI�PER - USE A35•b'OZ.ON SIMPSON STRON WALL t HARDY PANEL O USE 2X FLAT BLOGKIN FOR 2 g I g 2 PER BLOCKIN. z W CONDITION T W/MIN.I /2" �1`1 6. 2X R/R OR TOP CHORD OF � i � SIMILAR J015TD(5) �W� CONDITION ION"B"N ROWS OF 5. DOUBLE TOP PLATE OR BM. b - _____ NAILS TRU55 ■ 1 - -- 6 4 9 D 1. PLYWOOD SHEAR PANEL 3. SEE TABLE END LENTH Q W W LOCATE STRAP OVER FL.WD. -USE DBL. BLK'6.FOR TYPE II ENTIRE WALL FROM SHEAR PANEL.SEE FLAN CONDITION B AND G U.N.O.N O ROOF TO HIGH ROOF B -�..- 1• FOR TYPE t LOCATION -ONE ROW OF NAILS PER 4. P05T OR MULTI STUD,SEE -1 1/22,SPAGIN BETWEEN H. FULL HEIGHT SHEAR PANEL STRAP P,-� J LLf ROW5 OF NAILS WHERE OCCURS.WHEN CALIF.FRM'6(PLAN V EVy 4 S. DBL.TOP PLATE PRIOR TO ROOF FFRAMIMIN6 D0025JOIST _ CALIF . FRM'G SHEAR DETAIL 7 6 °F EDGE"T. T OR SEE PLAN 10 2 5 9. MIN.(3)Ibd TOE NAILS TO 5 END LENTH 5 4 ♦ e • MEMBER.$SPAN OF ROOFT•HAN SEEC.ON FRAMIN6°R A OGKIN, ILLo o _ 12 V-O MEMBER J015T HTAN6ER 6 B! • • 'C �A,•1 10 6 9 I. TYP.TRUSSES BEARIN ON WALL - ONE ROW OF NAILS PER O PLAN VIEW OF I 10.ROOF SHEATHIN VIEW o-- g7R,gp STRAP CAPACITY END LENTH G516 STRAP H�ddANT 00 2. C11RTYP ERTRTRUSSES HA R BE FROM - - A 516 1650• STRAP LENGTH �I�SNIZGE AND CAPACITY NA LINO PATTERN 4 2 II NN.OJ PMEOER SHEAR"WALL ----- - FOR CONDITION G tD GIRDER TRU55 OR BEAM - MIN.3 I/2"WIDE MEMBER Ill�l iu 13 2 516 5300e 5'-6' A 916 5'-b" Hd SINKER AT 4 I/H" 1650N ___ SCHEDULE - 3. GIRDER TRU55 OR BEAM . ♦ o -. ira 1 B 2 G516 3'-6' bd SINKER AT 4 /H" 3300+ D 12.2X STUD OR BM.PER PLAN 1 b 4 2 OFFSET FROM CORNER ♦ • • o - • MIN.1 AT'5PAGIN BETWEEN OJ G CM5TGI6 4'-4' Ibd 51NKER AT 3' 4T00• 4. LINE OF BEVELED BLK6.WE.N. ROWS OF NAILS A 15.PLYWD.WHERE OCCURS PER 3 OF ROOF SHT'6.SEE 13/5N2 IF PLAN VIEW DRAG BEAM TO WALL DETAIL 18 DRAG DETAIL 14 PLAN. APPLY PRIOR TO NOT BEVELED.APPLY 16db AT OF STRAP STRAP NND N PATTERN G12 D0084N CONDITION A VV PLYWD IN51DE LOW ROOF INSTALLATION T D'O.G.TO THE GIRDER TRUST O o_ STRAP END LENTH NAIL SIZE AND SPAGIN CAPACITY NOTE: (MIN.5 BAYS). O I. ROOF TRUSS OR RAFTER 1. C516 OVER SHEAR PANEL OVER 2X SHEAR PANEL ALL AROUND OPENIN -AT CONDITION B LOCATE O 1 S A G516 3'-b' bd BOX/51NKER AT 4 I/H' I650• PER PLAN BLOCKIN W/Hd•2 I/Ib"O.G. PROVIDE B.N.a BLK6 t ED6E5 OF T 1 51MP.H2.5 PRIOR TO 5. ROOF SHEATHIN g. (2)G516 3'-b" Hd BOX/51NKER AT 4 1/6" 5300• EXTEND ONTO HDR ppRR WINDOW SHEAR WALL. _ __ INSTALLATION OF 2X BLK'6. 6. SIMPSON STRAP GUT TO Z 2. SHEAR PANEL,SEE PLAN SILL t ACROSS SH)=AR PANEL.TYP. S. PROVIDE GONT.STUD/5 OR POST ------ - -- FIT ON WALL AS SHOWN t G GMSTGIb 6'-6" Ibd SINKER AT 4 I/2" 4TOOe SCOT-r FC,';c" �OJ FOR TYPE AND LOCATIONS EACH CORNER OF OPENIN.(ALT. W/B.N.NEXT TO OPENING 10 , 3 �2 • 8 Air INSTALL OVER 2X MIN.BLOGKIN b. HEADER PER PLAN ACROSS ALL BAYS OF BLK6. D GM5TI4 6'-b" IOd BOX AT 3 I/2" 5500 V '[ Qg 3. 2X FULL DEPTH BEVELED ABOVE t BELOW OPENIN FULL 1. 2X4 MIN.WINDOW SILL - S -- A5 REQTJ.MIN.(4)BAYS YI/MI D0032N a plscapU s U BLOCK OR ONE BEVELED LENTH OF SHEAR PANED H. POST W/SIMPSON HOLDOVAI PER 4 (3)NAILS TO EACH BLOCK. y Y BLOCK poN TOP OF ANOTHER 2.DOUBLE 2X TOP PLATE PLAN WHERE OCCURS SIDE 7. END LENGTH I SPACING PER a W/MIN.(2)A35 PER BLOCK 3. 2X 5TUD PER PLAN NOTE: INSTALL HOLDOWN ON RETURN 11 VIEW TABLE BELOW. DRAG DETAIL 3 a, ovar ,a _ Q STA66.IF NOT BEVELED, ' 12 Tr aFpU UX- 4. HATCHED AREA INDICATES PLWD. WALL•CORNERS WHEN APPLICABLE `� r �4 ; 2 �v aU 1 SEE 13-SN2 `. TRU55 OFFSET D. PROVIDE 5 4'-0"MEMBERI DRAG a P Ise°an W 16 5 4. SIMPSON ASS,SEE PLAN r _ _ r ,\ X NAIL AT CONDITION PLANS.IF NOT CONTINUOUS p vaU of U o _'A : ]IT 1 fy� FOR SPAGIN r- ` i� __ = _ Ig __ _ 1 4"OZ-STAGGERED t FOR 2. PLYSPLPIOOD SHEE FIER ATTHIN6.�W. co�h s,°f ar p so U�;° .. ~ < - - 5. EDGE NAILIN ; ��; CONDITION G t D USE DBL a rrY i i ALTERNATE GONNEGTION I 1O g TRUSS W/NAILS O 4"O.G. 6. DBL.TOP PLATE OR BEAM i it aes s v r ICI 9. DRAG TRUSS W/LINE OF E.N. 2 3. SEE TABLE BELOW; E F pap U'e va ar PROJECT NUMBER I - SPLICE MEMBER TO BE FULL 10.LINE OF BEVELED BLK6.W/ n, DEPTH OF DRA6 S7RUT. 'S033a i ' 6 E.N. IF NOT BEVELED, SEE aiL E&l�DATE: 4 :'.•.•.ii. •.•.•. i T _ __ ____ - IF DRAG TRUSS 15 A JACK • " OI/29/OB - TRU55.PROVIDE PLWD.TYPE VIEW II FROM TOP TO SOT.CHORD PLOT DATE STRAP• ENICE MEMBERS TERED SPLICE PO POINT. 2 _=---_--- - -- - II TRUSS IN LINE b T D D BE USE SINKER NAILS AT O4/'1'J/O3 USE DBL.13LK6.FOR i CONDITION B G t D HAILS TO BE(2)ROWS OF DRAWN BV REVISION NOTE:NAIL BOTH r STRAP END NAIL SIZE AND CAPACITY- ONE ROW OF NAILS PER I 3 IOd's COMMON NAILS SPACED `� LENTH SPAGIN STRAP K.P. PLYWOODS ON THE 6 �r 12 --- i • `. r � ` ' ` •2'O.G. , ` u r �\ -- ' A G516 3'-6' Dd AT 2 I/16" IbSO+ SAME MEMBER n b Ii • 1 1/2"SPAGIN 15TM ROWS R 51 ALT. CAPACITY SHEET NO _________________ B• 2 I T 116" 3300• OF NAILS I PTH '576224 13 • GMSTGIb 4'-4" Ibd AT 3' 41 •APPLY ONLY AT TRU55 IN g 2x4•2 DFL xb'-O"LON 5T62% 3400• ALTERNATE GON•EG710N D'0M9T14 V-6' IOd AT 5 I!2' 5600s • LINE CONDITION 2xb•2 DFL xD'-0"LON M5T48 4,00+ SD-2 GE41 D0041 CORPITI I 1)0023N SHEAR TRANSFER / GONNEGTION 19 OPENING @ SHEAR WALL 15 HIGH TO LOW ROOF DOD2D 11 DRAG DETAIL 8 DRAG DETAIL D0034N eRA•Y.1 e I. PLYWOOD 5HEATNIN6 W/BA I. EN. I. SIMPSON 5T6236. I I. STUD OR P05T PER TABLE I I Z S I BELOW.VOL.STUDS t I. PLWD.SHEATHING W/E.N. I. LS50 a EACH CORNER SEE ITEM b. 2X WINDOW SILL TYPICAL 5 2 I 2. SEE PLANS FOR SHEAR 2. ROOF SHT'6. 2. PROVIDE SHIM UNDER AND• STR/J CONDITION'B", 2. TRUSS BLK6/SHEAR PANEL •12 FOR ALT. TRANSFER FOR CONDITIONS PER DETAIL 4/SD3.FULL HT -7. OPENING PER ARCHITECTURAL THE 51DE OF THE SMALLER 12 Z PROVIDE EDGE NAILING OF A.B AND G BEVELED BLK6.CAN BE 2. LS50 FROM P05T/N71LTI STIR TO HDR b. HEADER PER PLAN EXTEND TO P05T 5. 2X C TOP L-AHE 3. OVERFILL RAFTERS BEAM A9 REQUIRED. STUDS PANEL ALONG BOTH IF HT IS LE55 THAN IX TOP!BOTTOM.ALT.N EACH FAGS 4. 2X CRIPPLE WHERE OCCURS (FOR NON-BEVELED BILKS., 5. (2)2X TOP PLATE S. TIMBERSTRAND POST PER 4. SHEAR/CARDER TRU55 PER 5. HOST W/91MP50N GGQ OR 2. REFER TO PLANS t TABLE SEE Ig/e�P1Z). S. TYP.ZX FLOAT 6 EDGE OF OPENING MAN)F.SPECIFICATION MANUFACTURER Cl-,SEE PLAN. *--C PL BELOW FOR STRAP,•OF 5. VOL.TOP ATE PER PLAN. 10.APPLY ST6256 IF WIDTH OF OPEN'6. 2 NAILS!END LENGTH•EAC S PER MFR. 4. FULL HT.POST OR MULTI STUD PER 6. PLYWOOD TYPE 10 U.N.O. S. 2X 6LW&W/Ibd'a 51NKER 4. POST W/SIMPSON EC-1-0 OR S b 4. ='�� EXCEEDS b'-0't IF THERE 15 NO 2 END 5. STRAP PER TABLE BELOW PLAN (EDGE NAIL 7O HEADER AND NAILS AT b'O.G.SEE DETAI EGG,SEE PLAN. IS 6. END LENGTH. TRIMMER 4 TOP PLATEST.ELIMINATE IF IS/SN2 FOR NON-BEVELED 1. SIMP50N STRAP TO EXTEND 5. 2X TRIMMER W/I6d a b"O.G.TO PLADER 15 FLUSH NV TOP 4 1 BLOCK •� NOTE5: 5. FLOOR SHT6.SEE PLAN TO ALL BAYS. POST.IF THERE 15 NO ROOM FOR 11. 2X SILL PLATE TYPICAL N.NAJ IS CON7 HEADER(PER PLANS) 6. MANUFACTURED TRUSS YV/ • ALIGN BEAMS TO RECEIVE 4. FLR JOIST(5,LVL MIN b. LINE OF 2X6 /C,51 . E.N. TRIMMER,USE H)C N.N.OJ HANGER q 1/2'DEEP .OFC HEADER MIN.S-BAY9 W/G516. TO CONNECT HDR.TO FULL HEIGHT 12.ALT.LOCATION OF A55F(U EACH q b, GAB WHERE OCCURS. APPROVED HANGER 2 STRAP f7 12 SEE PLAN GO V Y IS 9. SIN BRAAIN6 W/b(16d'a) P05T t USE 5T6256 TO CONNECT FACE OF EACH HDR TO POST __11 _ q, PORTAL STRAP ON BOTH 1. LINE OF BLK'6.INSTALLED • ALT.LOCATION OF STRAP SINKER NAILS. -� 10.2X6 BLK'6 MIN.22'LONG HDRS TOGETHER.CENTER STRAP NOTE, S --- - SIDES OF PANEL BY TW1ra6 MANUFACTURER g 1 ON TOP OF BEA•1°.S S. LINE OF BLK6.UNDER SHE ENGINEERING OR ADD ADJACENT BLOCK. •POST. USE APPROVED HANGER TO CONNECT AND TO TRANSFER 250 PLF 1 I WALL b NOTE. FOR.TO P05T IF THERE 15 NO ROOM 14 7 6 10.TJ SHEAR PANEL(TJ)PER I 2 5 6 TO R TOP CHORD.IF GIRDER 6. PROVIDE K PLEB FILLERS,A5 CONSULTING PLAN(SEE MAN1F.SFEG) TR)55 IS NOT DESIGNED TO WHEN USING CONDITION FOR TRIMMER II. 1.5E BORATE TREATED TRANSFER TH15 LOAD I NEEDED TO RECEIVE NAILI ---•«1 4 B"t G",SCAB 2X4 5LK'6. 71MBERST TE T WITH I/2" APPLY SHEAR PANEL FROM STRAP q NS !NAIL W/16d'a a 4'O.G. AIR GAP TYPE II 1. DOUBLE TOP PLATE 4 M PUS ----- STAGG TO RECEIVE NAILING 2 6 q --- 10 II 12.HIOLDOWN PER I T b. 2X SILL PLATE CA 92669 5 6 GM DRIVE MSS 4 6 G516 t/OR MANUFACTURERS SPEC. 15. TOP OF SLAB. I B 14.TOP BLOCK PRE_DRILLED 2 q. SEE PLAN FOR SHEAR WALL NEWPORT BCH: (949)752-1812 •NAILS ARE ALL SINKER NAILS e e e FOR USP W56 LAG,5CREVS \1 (SEE NUF.SPEC J 4 10.CRIPPLE WALL ABOVE HDR FAX (949)762.6321 10 T END IL SIZE i , u ARIES 15.OSB SHIM(1/b'MAXIMUM) T PALM SPR9JOG OeD)929.6080 11. SOLID BLK6.UNDER POST 5 5�'t'P LENGTH AGING• APAGI 12 .=y ' n 5 b OR STUDS ABOVE $REED J.BEKAK PE I I 2 G516 3'-6" 5000 S b 12.END LENGTH FOR CONDITION D G T 1 4'-4" Ibd a 3` "41 '� 2 I5.50LI0 RIM OR BILKS.SAME D G GE60 D0044 D0043 ABOVE WIDTH AS POST ASV.t BLW. RESTRICTIVE NOTICE ALT.LOCATION TO BELOW I a LOCATION OF STRAP THESE OE"A MAWRM AND DRAG DETAIL 15 6 OFA35 TJ- SHEAR PANEL PORTAL 9 SHEAR TRANSFER 5 CONNECTION DETAIL 3 EXCLUVVE ARE THE 14.TYPICAL FLOOR SYSTEM PNOPEM DP GO"eRol� D°IIBILTaINROR&AW GROW,TON AND M). I. SEE PLAN FOR SHEAR I. ROOF 5HEATHIN6 1 I5.RMS JOISTS W TH NEB JI �CCN NO PART OFT To FE ORAWNGS I. DOUBLE TOP PLATE. - ___ - PANEL CAN BE CDHEC,TRANB�OR 2. EDGE NAILING 5 STIFFENER I'-0"LONG• REPRODUOM NOR CAN AW 2. TOP BLOCK PRE-DRILLED �/� `� 2 SEE PLAN FOR HIOLDOWN 3. 2X I 0 EL O.G.TYPICAL HOLDONAI �,,�8 BE SUCT FROM n� FOR USP W56 LAG,SCREWS 'n`I _t'n`1 STRAP ,1`1� 4. 2X BEVELED NOT BE W/Ibd'a OF (SEE MANUF.SPEC) _ Z O b"O.G.IF NOT BEVELED, Ib.(U SIMPFiON G516 HOLDONW c5EEE DETAIL,IB IS 4 I G D 5 b 7 b 1 IS D b B Ib q TO BE USED FOR CONDITION b 1 b '_,_c_'I S. 4X6 POST MIN.AS SHOWN 1 5 5. TYP.TRUSSES PER TR155 A"ONLY DClMB ENfa GROUP CaNSLLTaq 5 2 S. TJ SHEAR PANEL PER 4. 2X4 STUD N.N.OJ MANUFACTURER PLAN t MANUFACTURER'S T b. SHEAR/CARDER TR/55 11. PROVIDE MIN.END DISTANCECOPYRIGHT GWAS ENGINEERING SPEC. 5. Ibdb a S"O.G.STAGGERED b DESIGNED BY 7RJ55 OF 1/0"FOR Sd'a AND 1 5/B" CONSULTING GROUP 2M 4. HOLDOWAI PER 6. STRAP TO BE MIN.2 5/4' ENGINEER b FOR Ibd NAILS Nl MINTS RESERVED 1. TRU55/JACK TRUef ES MANUFACTURERS SPEC. AWAY FROM CORNER L4 TWRAP MANED HANGER BY •� \�B 4 NOTES: REVISIONS 1. SHEAR WALL MN. 5. LINE OF BLK'6.INSTALLED G -STRONG TIES SIMPSON y 5. OSB SHIM(7/6"MAXIMUM) 'A• "G" BY TRU55 MANUFACTURER 6. 1.3E BORATE TREATED D. ALT.LOCATION OF SHEAR t TO TRANSFER 250 PLF TO q \� \� -TOTAL LENGTH OF STRAP NO. DATE DESG TIMBERSTRAND WITH 1/2" PANEL TO BE DETERMINED•THE AIR GAP 4 I 5 b TOP CHORD OF 61RDER. 2 4 5 6 2 6 IppF��ORDER TRU55 15 NOT SITE BASED ON END LENGTH H LOAD6 AAPPLY PL�ND5TYRE 11 A STRAP a I I IS 14 5 6 4 4. 2X CONT.NAILER OR TOP -ALL UNAILS ARE SINKER � CHORD OF TRUSS W/Ibd's CONDITION'A"ONLY OR BOX NAILS •b"O.G. -GUT FLOOR 5HEATHINI6 TO 7 10.ALT.LOCATION OF PLYWOOD TYPE II 6 9 IZ INTERIOR CONDITION ON NO I O Z II. 2X FLAT BLK'G. T T q 3 5 b OVERCUT I -WRAP STRAP AROUND 501. S ANT.•I PLYWOOD PANEL Or LENGTH EXCEEDS THM BELON E BEAM I 1 T 5 T I 2 3 DEPTH PROVIDE ADEQUATE II S g ANT.CONDITION G 10 F D I l b G i G D FRAMING MEMBERS OR J -14 y 0 5 BLK6.TO RECEIVE STRAP -LOCATE STRAP OVER PLWD. � 4SHEAR PANEL 4 •I R "B' "D' BENDING THE STRAP PROVIDE SHI AS NECESSARY TO AVOID `• J_ '°TC " PLAN VIEW u a oRO 6 G TJ-SHEAR PANELPANEL 16 WALL ELEVATION OPENING 13 CONNECTION DETAILS 10 SHEAR TRANSFER 6 6 q 2 II 6 I. 2X BAGKIN5 BLOCK W/16d 5 2 q 1. HEADER,SEE PLAN. g 1 II n 3 II I. ROOF SHT'6. - -- 10 ��CF C✓ I NAIL5 o 6"O.G. I. 2Xb BLK6. AT CONDITION 4 5 2. DBE.TOP PLATE. I 2. 2X BEVELED LEDGER W/HOT 2X RAFTERS OR 7RJSSES A 6 2X FULL DEPTH BLK6. - ` PER PLAN AT CONDITION B W/LINE OF 5 Ibd'a PER STUD U.N.O.(IF NOT 4 b EDGE NAILING ALONG DRAG S. CRIPPLE WALL WHERE BEVELED SEE 13-5N2) S T 3. BOTT.CHORD OF TRUSS OR LINE MINIMUM(4)BAYS U.N.Q. OAS• ' 2X CEILING J015T,SEE PL 4. 4X TRIMMER U.N.O. 2 3. E.N. q T E 7 9 S IS 2. SIMPSON C516 STRAP TO BE SHIFT I/2"FOR PLYWOOD APPLIED OVER ALL BAYS 4 5HT6 TO FLUSH WITH BEAM pF OGKIN6(MIN.4 BAYS 4. 16db a b"O.G.N.NAJ T 12 II gL 5. 2X KING STUD W/Ibd'•.16' U.N.OJ O.G.TO TRIMMER S. H25•48"O.G.FROM ANT.•2 PRE-FOB TRUSS PANEL y 4 IZ Q 4, 2X FULL HT.BELEVED BLK'6. 3. STUD OR P05T PER PLAN b SIMPSON HOLDONAI / T 10 LEDGER TO STUDS 3 8 12 1 0 V IF NOT BEVELED SEE 15-5N2 b. PLYWOOD TYPE II ENTIRE 4. LOCATION OF 2ND 51MP50N 1 y S LENGTH OF WALL UN.O. 8 I II 2 D TIT I 2 D b W ` i 1. EN.OF SH6:AR WALL ON �' 10 5 b 5 5. TYP.EDGE NAILING TABLE FOR TJI FLOOR STRAP WHERE APPLICABLE "�\ , TRIMMER i KING STUD. II otu b. FLOOR SYSTEM PER PLAN STRAP GAPAGI S. TYPICAL']"JOIST. ` ' 6 1. 2X BLK'6. ' / b. SHEAR PANEL,SEE PLAN. ANT.CONDITION _ _ B F W ROOF PERPENDICULAR 1. 2X BLK'6.OR LEDGER WV A 0)G516 1650! II SYSTEM ______ ______'_ �.1 U< _ 6. WEB STIFFENER 110"LONG q. MIN.(3)Ibd'e TO END OF D. FLOOR 5HT'6.t FLOG __ -l J 1 O g 16d'5 a b"O.G.57A66. `S16 o EACH SIDE OF"I'-JOIST HEADER 1 I IZ Q W ' i b. 1/2"THICK PLYWD.SHT'6. b 9. FOR ANT.CONNECTIONS J a 1. TYPICAL SIMP50N HT520 SEE DETAIL(11-5D2) Z ` ALL _ E5 BLOCKED.W/ " ____ __'______ AL a 4"O.G.ED6E5 t b. TYPICAL 2X FLOOR JOIST. ' �` CONDITION B _ ---_- _-= E STUD/ OF NAILS O ND 10"O.G.FIELD 10.2X BEVELED BLK'6.A5 STRAP POST EA.END LEN6H GAP. ENSTH q. DBL.BLK.TO RECEIVE BOTH SHOWN.SEE 15-5142 FOR _ - (IJG516 2X4 Ib 9d 1650M ID' q. ROOF 5HT'6. 0516 t HT520 t NAILED 6 NON-BEVELED BLOCK 12 I T I 3 5 1 T06ETHER W/(12)Ibd NAILS f�= - (2)G516°• (2)2X4(Ib)bd P/5TRAP 3800• Ib' 10.Ibdb a b"O.G. 5TAa6ERED.USE FULL DEPTH 4 II. PLYWD.SHEAR WALL PER "�`!! BLK6.FOR CONDITION'B" PLAN HHERE�e�. 516"• 4X6 ID bd P/STRAP 4g50• lb" W APPLY PRIOR TO LOW ROOF GM5TI4 4X4 )16d SINKER 615 54" 13 4 T ' INSTALLATION -- - GMSTI2 4X6 (50)Ibd SINKER • 50" 4 NOTE, g 'T E 1 9 3 b 2)CMST14 4Xb (51)16d SINKER 1I!' S4" 0 6 (2KM5TI2 6Xb (50)Ibd SINKR 16000• 50" d'_ FOR ROOF PARALLEL TO WALL, •GM5TI4 t GM5TI2 ARE ONLY APPLICABLE 12 LU W 10 5 D 5 SEE DETAIL II-502 T.03 CONTINUOUS PLYWOOD PANEL •POST TO P05T GONNEGTION. ROOF PARALLEL T •TO P05T CONDITION ONLY. •AS AN ALT.TO B t G,USE D FOR POST A 0 W GE64F D0077 D0046 I. ROOF SHEATHING A. SHEAR PANEL TYPE ON Q S/T THROUGH GEIL'G. DETAIL 17 FRAMING DETAIL 11 FLOOR TO ROOF S.T. 7 2. SEE GETLDIBLOCFlo TO RECEIVE E EN B. SHEARPSHEAR�ANELLTYPE HOLDOWN DETAIL DDDSD 1 „ 300. BETWEEN TRUSSES. O 4 2 6 I. 51MP50N G516 HJ/btl SINKER I. DRAG STRUT W/E.N PER S. DOUBLE TOP PLATE I. MULTI STUD OR POST I. BM/RAFTER WHERE OCCURS. NAILS o 2 1/16'O.G.CUT TO PLANS.IF NOT CONTINUOUS. G. 5PAGIN6 OF Ibd'5 COMMON 4 4 J Ul -'IF-- NOTES: 5 I 7 FIT OVER ALL BAYS OF SPLICE PER TABLE BELOW. 4. 2X4 MEMBERS AT EACH SIDE OF TRU55 NAIL5 2. STRAP TYPE,SEE TABLE H 2. BEAM PER PLAN. CONDITION"A' BLK6.WHERE APPLICABLE. I 4 2 W 3. 5/b"4+LAG,BOLT N.N.OJ SLIT TJI WEB TO RUN STRAP 2. PLYWOOD SHEATHING. 5. 2X FLAT BLOCKING, D. 5PAGIN6 OF ROOF 5HT'G 2 B. TOFIrRI"A7�OR .�f _ ®M.PEFY P{tAN. �l CAN BE COUNTER SINK! THROU&H. 2. TYPICAL ROOF RAFTER OR EDGE NAILING SCp _ F- g TOP CHORD OF TRUSS. S. STRAP PER TABLE BELOW. b. NAILING AT BOUNDARY OF SHEAR WALL 2 = BM/RAFTER USE 6d SINKER NAILS ON , APPLY STRAP ON TOP OF E. SPACING OF SIMP50N A35 y By 4. FLUSFf .r�rl�2 ftAN. C516 AND IOd COMMON 5. 2X FLAT BLK'6.WV E.N. SHEATHINS AS AN ALT. 1. 4X4 POST,U.NO.WV E.N. AT TRU55 PANEL/CONT. Then USE DETAIL bFD�%q�HR l� z I 2 4. POST PER PLAN. NAILS ON 15T20'a SEE PLAN FOR NO.OF BAYS PLYWOOD PANEL.ANT. Plans TION OF BM/NDR 5. SIMPSON CGQ N.N.OJ (MIN.4 BAY5). 4. BEAM PER PLAN b. PROVIDE 2X4 SHAPED FILLER MEMBER L5505 al>le codes ..J•- q71 .\ Q Q MIN.1 1/2"SPACING BETY•EEN IN TRUES.CAVITY BTWN.SHEAR TRUSS gr V 6. 5"WIDE X 14"LONG X 1/4" TABLE FOR 2X FLOOR ROWS OF NAILS 4. HIP BEAM OR TOP CHORD PANEL/PLYWD PANEL F. 5PAGINI6 OF 51MPWN L550 'ov I by )tad I FOR,SAWN W W z THICK STEEL PLATE CUT OF HIP TRU55. FLAT AT TRUSS PANEL b @lpR 6 t Tn O 5 INTO BM.AND POT. STRAP CAPACITY LOCATE STRAP ON TOP OF 9. SIMPSON 576236 STRAP N.N.OJ is°ante NG _ AT CORNER CONDITION FLR.SHT'6. WHERE APPLICABLE 5. DBE.TOP PLATE OR BEAM. - WHERE STRAP IS APPLIED 6. PRE-FABRICATED TRU55 rov SPAGI a 4}jb"O'G, N lD PLACE STL.PLATE BETWEEN A(UHTSZO t(UG516 1450a t PLWD.SHEAR PANEL SEE PLAN 2 4 2 ON TOP OF 5HEATHIN6, 10.PRE-FABRICATED TRU55 PANEL TO BLOCK WV CAPACITY AS I t he P'"" MITERED BEAMS t GUT THRU B 7520! 2 516 Z900! FOR SHEAR PANEL TYPE AND 6. ROOF SHEATHING NV E.N. ELIMINATE LINE OF E.N. TRANSFER SHEAR LOAD FROM TOP TO INDICATED PER TABLE. 1 des �wsTUl`9'Wnb O.G. S 4 THE POST.USE(4)5/b"0 LOCATION ALONG LINE OF DRAG. PER TABLE ALONG LEN6HT OF STRAP BOTTOM GHOR7.SEE 6"FOR REQ'D. h° ° o THRU BOLTS HV WASHER. Z 6 1 -.ram- ONLY. CAPACITY(FOR ALT 02) NOTES: as h Ito PROJECT NUMBER t of�TipR 2 ( TI2 1. MITERED OUT BM. PROVIDE LINE OF EDGE NAILING 1. ENID LENGTH• E1•!D END b 4 b I,:rF 2 M Y213 16' ALONG LINE OF DRAG - MIN.3 1/2"WIDE MEMBER II. CONT.PLYWD.GUT TO FIT PANEL BTWN. MEMBERS RECEIVING 2"O.G. °='�a A 9.61R( MS30 60339 ��• L T S T FOR CONDITION G iD T.G!B.G.OF TRUSSES WALL ED6E5 NAILING AT ADJOINING 5 APLIGATIDN OF MT'S t HTS (2)ST62� P o __ _____ AT CORNER CONDITION RAP APAGI END LENGTH BLOCKED i NAILED(FOR ALT.05) PANEL NOMINAL NEED TO BE b. MIN.4Xb SOLID BLOCKING ISSUED�� BOLTS CAN BE PLACED ON S 2 I 1 T b 2 MIN.I IOF SPACING BETWEEN SX NOMINAL 4' 01/201/03 II THE SIDE OF POST.USE AM G516 I650• S'-0' • V RONS OF NAILS.ADD 12.2X ELKS AS SHOWN TO RECEIVE PLWD. �0 ° 2x6x5TRAP LEN&HT NEXT TO ED6E NAILING MEMBERS RECEIVING ROOF NOTES,-USE IOd SINKER FOR MT512 USE OVERSIZE HOLE IN PLATE B 2)C51 5a 00 B'-6" • e e• e - - DRAG ELEMENT TO RECEIVE EDGE NAILING NEED TO BE IOd COMMON NAILS FOR H7520 PLOT DATE: I 2 FOR EASE OF GONSTRLK.TION. ___ ____ _ ___ - 2ND.STRAP NAIL W/Ibdb 13.4X SHAPED BLOCKING BEVELED.SEE 15/5N2 FOR USE bd SINKER NAIL5 FOR G516'a. iRT PLAN VIEW o 4" 51'A66. NON-BEVELED MEMBERS -GUT G5 STRAP TO MEET MIN END 04/25/03 I ° ADD 2'X4'X46'LONB OF C516 STRAP NAILINS PATTERN 4 LENGTH i USE(q bd'5 a EACH i1T 6 1 b T MEMBER TO RECEIVE 2ND. SHEAR WALL SCHEDULE,U.N.O.ON PLANS END OF EACH STRAP. DRAWN BY: REVISION By,, CI 1A64 NAIL W/I6db•4"O,G STRAP END LENGTH NAIL 91ZE AND SPAGINH6 CAPACITY -PROVIDE I IL15 SPACING 05 ROWS S. NAILS NA)LTIPLE GS K.P. T I A G516 g'-0' bd BOX/SINKER AT 4 1/b' 1650• A B G D E F 6 STRAPS. 10 II b"O.G. b'O.G. 24"O.G 24"O.G 60 I B° (2J G516 S'-0' bd BOX/SINKER.AT 4 I/b" 5500• y STRAP TYPE ANT. OPACITY SHEET NO: II 12 4"O.G. 4'OG. 1b'O.G. Ib'O.G A I G516 ON 2X4 2 MT512 165W 4 5 G GMSTGIb b'-0' Ibd SINKER AT 4 1/2" 41000 12 1 "O.G. APPLICATION 4 4 q CONDITION'B' I 14 2 O.G. 2"O.G. H"O.G. O.G. OF G516b B 2)C516 ON 2-2X4 2 HT'920 2040• D CMSTI4 6'-6' IOd BOX AT S I/2" 5500» GE16 ANT.CONGEALED CONNECTION PLAN VIEW OF CORNER CONDITION D0088 16T1 14 14 2"O.G. 2"O.G. b"OO. b O.G. b10 G G516 ON 4X6 4 HT520 4200• D CONNECTION DETAIL 18 DRAG INTO FULL HEIGHT WALL 14 DRAG DETAIL DD 12 DRAG DETAIL D0G42N 8 SHEAR TRANSFER D0031 4 HOEDOWN DETAIL D0051 2 'I •aff BY.T• I. FLOOR SHEATHING 2. Ibd's•6"O.G.TO BLOGKING 5. 2X 5TUD5 FULL HEIGHT I5 4 I L D 5 b T bTO 4. 2X BLOCKS W/E.N. 5. FLOOR SYSTEM PER PLAN 6J Isv b bPEµ R STUDENSUPPORTING FLOOR SYSTEM �-.�USE(2)16d'e PER STUD ATPARALLEL CONDITION 2 I T. ALT.LOCATION OF SHEAR9GOUVIS PERPLAN ENGINEERING 6. SIMPSON H2.5 O 46"O.G. CONSULTING OR EVERY 3RD.BAY. GROUP ------ 9. (U A35 PER STUD. T T 4 5 NEWPORT BEACH q --- -- CA 92M ALT RI PLYWOOD PANEL NEWPORT 6 5 BC*: (949)72-1612 FAX, FAX (919)762-6321 G 10 F l v) l b G I G D PALM LNG& (7)323-5090 IT SAEED.1 BI_XAIA PE. G G RESTRICTIVE NOTICE GE3N \ B/ E new"am ORNNPIm Na sPECIRGATCMI ME nE EXCLU(IM 6 PROPERTY OF OOUNB B ONE19 1 GOEG I N SHEAR TRANSFER 3 CONBILTWO GROUP.AM N TO N / carEnEPrIvIL To Ml RECiBIfB Z I. 2X STUD WALL. -- _ ua NO Purr OF THM DRAM= CAN M COPED,TPANBFEFED6 OR T 2. SHEAR PALL PER PLAN. ` s sE WLr FROM rI� REPRODUCER NOR CM ANY 9 3. FLOOR SYSTEM PER PLAN _ �Der OF 5 WHEN NOTCHED V5E FILLERS. Daum ENOr�o OONsu Tm 11 4. BEAM OR EILK'G.MIN.13/4" 9 T E T 9 5 I5 COPYFXW OOl7Yl6 ENOFEEIIN3 WIDE PER PLAN.USE CONK LTHG GROUP 2002 6 APPROVED HANGER•FLUSH nu FAGM REBERVM T BEAM CONDITION. ALT.•2 PRE-FAB TRU55 PANEL E--0 5. PER PPLAKR JACK TRu55 REVISIONS b b I II 2 D T O I 2 D 6 6. L550 6 32"O.G. 6 6 B NQ DATE DESC. 1. EDGE NAILING. T 6. 2X BEVELED BLK'6.W/E N., IF NOT BEVELED,SEE 13/SN2. - 12 5 4 1 2 9. 2X BEVELED LEDGER W/(5) - B Ibd'e TO EACH STUD,IF NOT ' "- � BEVELED.SEE 13/SN2 - ---- -------- -------- --- AT%-E LEDGER TO 5TVD5 g W/H2S AT 46"O.G. _ 11 10.BLK'G/RIM JOIST PER PLAN AN W/A35 AT 16"O.G.U.N.O. W 11. PLYWOOD SHEATHING. - - 10 12.2X ELK'&W/E.N.!W/(3) ` 166's TO BEVELED BLOCK. A T E 1 9 3 b 12 5 2 ALT.05 CONTINUOUS PLYWOOD PANEL pg� GE55 C No I. ROOF SHEATHING A. SHEAR PANEL TYPE ON Exp. SHEAR TRANSFER DETAIL 4 2. 2X SHAPED BLOCKING TO RECEIVE E.N. `SHEAR WALL SEE DET'L.15/SN2 FOR ALTERNATE B. SHEAR PANEL TYPE I. 2X FLAT BLKG.W/LINE OF BETWEEN TRUSSES. �,�� GY S 6 10 EDGE NAILING ALONG DRAG S. TYP.2X OVER IX TOP PLATE OF LINE MINIMUM 4 BAY5 U.N.O C. SPACING OF 16d'S COMMON 2. 4. 2X4 MEMBERS AT EACH SIDE OF TRUSS NAILS SINKEERR NAILS .G CI END EN6 1 SINKER G516 W/Od LS AT 2 I/Ib"O . 5. 2X FLAT BLOCKING D. SPANG OF ROOF SHT' 3. STUD OR POST PER PLAN 6. NAILING AT BOUNDARY OF SHEAR PANEL EDGE NAIL 6 ING 3 E. SPACING OF SIMPSON A35 4. BEAM PER PLAN. -1. 4X4 POST,U.N.O.W/E.N. AT TR155 PANEL/CONT. 6 I 2 PLYWOOD PANEL ILI Q 5. SEE PLAN FOR SHEAR PALL 8• pINRT0RVM C2AV4SH) .F R t'WTYPE XY L Q U PANEL/PLYWD PANEL F. SPACING OF 51MP50N 1_550 Z W b. SHEA R PANEL TYP 13. FLAT AT TRU55 PANEL - WITH LENGHT OF SW L=14'-0' 9• 51MP50N 5T6236 STRAP NN.oJ 62-1 •J)p . PRE-FABRICATED TRU55 JL J- T 7RAND 10.TRANSFER TRUSS PANEL O BLOCK O W dl T. CONT. UMBERS OR LVL PER PLAN TRANSFER SHEAR LOAD FROM TOP TO F WIV BOTTOM CHORD.SEE"G�5"FOR REO'D. NOTES: 6. DEL TOP PLATE CAPACITY(FOR ALT M2) a Y II. GONT.PLYWD.GIJT TO FIT PANEL BTWN. MEMBERS RECEIVING 2"O.G. Q- 9. I6d's 5.P.N.PER SW SCHEDULE NAILING AT ADJOINING J J 9L T.G t B.G.OF TRUSSES WALL EDGES PANEL E06E5 NEED TO BE I0.END LENGHT=3'-b". BLOCKED F NAILED(FOR AL705) 3X NOMINAL 12.2X BLKG AS SHOWN TO REGEiVE PLWD. MEMBERS RECEIVING ROOF Hl EDGE NAILING EDGE NAILING HEED TO BE EVELED SEE3�.+H2FOR46 15.4X SHAPED BLOCKING NON-BEVELED MEMBERS 9 SHEAR WALL SCHEDULE,U.N.O.ON PLANS W A B C. D E F. G •NAIL AFTER 0 10 II 6"O.G. b"O.G. 24"O.G 24"0.6 260 ROOFING IS 5 I I I 4`O.G. 4" I I LOADED �+_ 12 13 3"O.G. L. L. ,w d W 13 14 2"O.G. 2"O.G. all O.G. 6"O.G.665 J 14 14 2"O.G. 2"O.G. O.G. "O.G. l0 W YYyCC SHEAR PANEL DETAIL 5 SHR TRANSFER @ NON-BRIG WAL 1 LI 3 oa vlvse W Q I 4 2 I 1. PLYWOOD SHEATHING I. DRAG TRUSS. J F 2. FLOOR J015T PER PLAN r` J 5.HP�R 9EEW AAPµPROVED S?c;iTTjRUS,.5E1 5 tD/ HIP SET. L Y 5. ROOF SHEATHINe. _ 9 4. EDGE NAILING 5 d BEVELED BLOCKING FOR S. 2X RIM JST.W/A35•4b" 4 , " AR,T�p,�ER DRAG Z 6 O.G N.N.OJ 6 PDR i sLOGKING,SEE 13 V 6. 2X LEDGER W/2-ROWS OF !! - W w 2,Y I6d's•6"O.G.W/5/5"0 X T' S �41 IY>db EAK sLOEK TD C Q 5"LAG BOLTS•6"O.G. e. r Tt� �- Z N ID 6 T 5 TA&SERED 5 -I AR PER PLAN m J SHE WALL F 4 e v 6. SUPPORT RIM J5T FROM c"aE•�sn a r, -'-,'„o ,';n PROJECT NUMBER I 4 INVVEERTED�"H IANGER 60339 4. 2X KG.W/A35 O 4D" ISSUED DATE O.C..(U.N.0) 5 OI/29/05 5 PLOT DATE 05/25/05 6 I DRAWN BY: REVISION BY: K.P. SHEET NO. 5 4 2 GE28 GE29 SD-4 SHEAR TRANSFER CONN. @ DECK 6 SHEAR TRANSFER 12 ELECTRICAL SYMBOLS TeBCESSeD ublrr PIxnIRe QQ vow+Uams Q WALL WASHER aaaa 2`�J 9P U # IIov DUPLEX CONVEHENcE Ovm= oteruAlw 000E WEN SALES OPFICE QJAvapLE%Omer WATER HEATSI I!REAPED TO Be NJI y TELEPHONE JACK Q WIEd SALES OFFII to I ---------- G❑ leclllRlx Ke,•FAIa-vEUPY ANr LGGAnoH cllwLbe � + r _ \ KZ'rM. K]• .�y --_I, 7 QT TOR4OSTAT-VGRIPY AW LOCATION GNANOR aaaa a a a a a a a 1 9 d i IN SMOKE DETECTOR -w OFFICE STORAGE a / n RRDVED T-10'GLb. , / ¢ PENDANT FIXnM S;00 RAGE -- - ---- CLOSING 2X4 PLOLIREIPIXTI)RE—CLOSING 1 _ , ,. K2' CLOS 2 4 I CLOSING I NTM r� ----------------- � �.'/ I � I ALLRIDIII oft WILL R 4 I i 4 ,'���/ aaaa aaaaa44< a6a ' R ' AK FLOOR - NOTES FOR BUILDER ABOVE rb. / 1 I.THEM DRMNOS ALTER TIE ORIGINAL ISPLAY ARE INTENDED USE OF IMLIDING DISPLAY' AREA I n / I CONTW OR SHOULD WHI RLT WTN vTHE ETGRMimE�AL1 CONTRAITTRLt 5To THE ARCHITWTLRAL . x 4 \ ` Ir � I 4 Ja I 6'-Io• �• 4'-0• I �'-0• 4'-0• s'-R• 6'-Io• �.nEeE DRAFSNG6,�SIIrLMNMRY O TH54 FOR AODMONAL tW R ATITlo'N'. 5 ' / .. ........:..:....... ................... S.SR FINAL INTERIOR SFW rKATIOelb :: . i FOR ALL nN1SH GaecTlerm. s - I - RITLA(�vAler�se:: ._......................... ................................ a ...........:.......................... ......::::::::::::::_::.:.::-...:::;:::::::.............................:. NS AM ate` vxn I 4 1RESPOl�luTY OFF THE elALIPM THE tl�- IL S.ALL DRMENSIONS ARE TO FACE OF ROU&H .. AID/OR GEAEt LIM OF OFNN!OR FIXTURE. P.A. 8 (!r).b. I 6.AJ'J'.U UMIS On ERHISE NOTED OOR A?V PUNDO05 HEADS AM AT TO' AS FIRE ELEVATION. _ — T.FUR rERMCTBR WALLS SO INTERIM FMB"C4214 W G.Q. EA. S'-0' 4•-4•.. 4'-O• 4'-b• 4'-0• ]•_IO• 0AWN6.L9 CONCRETE 9TE1.1 R FLOOR GAS N6. U S.OMIT CURD AT DOOM MD Y!!1!!NOTED. 1.STUD Orr FLUNSIN FROM OMITTED A F FIXTURES IN PLOOR WALLS,AD/OR GEILMb. (�7 3'-0' 4�10• '-0' I Iti 4$'-0' T-T• S'i' 2'-4• I'-10 b.WLDER TO OMIT OR COVER ALL STANDARD ELWTAII Q I O'i' !'-0' Ib'K• ]'-]' I.ALL INTERIOR WND"TO EB FIXED OL.A66 YVS/4•001M MOULING WOOD STORE. FINISH AS FEW ELEVATION SOb• O Q vom(SEE FLAW p so APPROVED FEATERST IPPIN! .� O THRESHOLD-WEN AU."WM LL O PROVIDE BITUMINOUS COATING UTILITY PLAN 2-BR FIRST FLOOR ADDENDUM 2-BR ONE R�DPOR SEPARATION Or ALUMINUM R C.ONGRCTG OR g oTl®R APPRovm I+EAlURE TO SCALE-vr-r-o, 1ISOL4ATZIPROTEGT FER Utz SCALE:v�'-r-o• REFER TO BASIC PLAN FOR II TO BASIC PLAN FOR O t j NOTESNOTES, ANP ,DIMENSIONS,AND U ua O INro1RMnON NOT SNOY'N 1�ATION NOT SHOM Q5 CONCRETE SLAB '[ 4 Z O C0 E m i13 O Qb CONCRETE STOOP-SLOPE I1 a N AWAY FROM BL12'6 ____ o a a THRESHOLD-WOOD DOOR aWi AT FIRST FLOOR WALE S'•I'-0' O a ACCESSIBILITY NOTES: p I. 'Me BOTTOM 10.Or ALL DOORS.EXCEPT AUTOMATIC,AND SLIDING,SHALL HAVE A J yU G UNINTEMPTED SURFACE TO ALLOW M DOOR TO OPEN BY A Y4HE R IT WI CREOA HIM/SMOOTH T TINO A TRAP OR S SE INSAADOLIS TALLED M FUSN SIDE OF M USA LL `{/ N ALLOW M DaoR TO BE OPENED SY A WIEISXHAN[FOO RZE MTNOLrt a� �L' ,,.,I oO M VOICE/DATA WIRING: «R HAZARD.NnG.1aa40.1 from HCDIR2U 0 >a, O 1--1 2. HAND-ACTIVATED DOOM OPENUNS H ROINARE SHALL BE CENTERED BET/`wit so, �.:. LU = m a M M. VOKE ABOVE M FL.O�OR.LATGNINb AND LOGKINb DOOR!THAT ARE HAND AG A AND% ,v U N M/ FUNSH OM N CATMI s 4FASR GALE FOR IN M PATH OF TRAVEL SHALL BE OPERABLE WITH A SINbLU:EFFORT B1'� EACH SALESPERSON M CAB.E IS TO RIM BETH12" ►AN,BARS,FUDH-FULL BARS,OR OTFER HAImWMRG DE'3161�TO FROV Ry EACH PRDFDGm DESK LOCATION AMP M T6SH�tE RE W"UNt M ADILrrr TO sRASF M OPENING HARDFNRE.NDG. 'E?y /wM`` J BOX(OU IIDE ACGBI TEttMINAT_'M GABLE AT `s n ' a I W J M DESK LOCATION WITH A RJ 14 RECEPTALJ.E. r+or t d .. I ,�. STOOP LI:SCt.EAG11 END'JOiCt I.1,OR S. S. MAXIMIM EFFORT TO OPERATE DOORS SHALL NOT EXG®6 I/2 PO INIIII ���7tS,OORQ. GONG. GONG. UDC.I004.5.1 IFOR HOG I t 2D vQ^ Q 6' b' b' N[b• DATA ONE N CATEGORY S 4-PAW GABLE FOR oe n/ rn STOOP STOOT EA FROFOSFE DESK THE CAD/AND OI PROPOSED ;e urov to '�'�`e 2 Ul� THE00 lAI09ED OVS THE G1DLE N TO f6111 BRY®1 4. THE EDIT DOORG ARE L THE IN TCMA AND APPROVED HALL HAVE NO WILTS ARE SLI u,:U, O i M DOOR LEAF NAVMG M NJfOMMnG RJ1S1/BOI.T'S SFWl NAVE NO DOOR KNOB OR SUIRFAGE � W k LOCATION OF THE FAX WLNS! TERMINATE EACH END MOUNTED HARDWARE.(034.101 WTH A RJ 4s RCEPTA A&LIBEL WACH Na•DATA I,2,OR S'. O I'-10 4, 1'-I FUIOi311 aIe N GATNORY S 4�A3R GIDLE S. TTMRBDIIOLD SHALL BE NOT MORE THAN V2'NIGI/BEVELED AT 2 HORIZONTAL TD RM!!T'GTN M TG.GRIOIE DOX(OUT337E TO I VERTICAL MAfOMUH Or I/4'. 2'-2' To"H II AND M PROPOSED FAH LOCATION b.M SLOWA 0 OF FLOOR SHALL W SLIP RESISTANT.WEN TESTED IN AGCOROAHGC WTH ASTM V0266 TEl71NATED M INSIDE BD WITH A It.I M REGCrfAGLG TEST PROCEDURE Pae GOEPFIGIENT OF PRIOT70N, Tlt 1•44T ACHEVE A WET AND DRY VALUE Or NOT Q LABEL THE GABLE'ISOM IN THE TdSNLlE BOX LESS THAN OW PRIOR TO THE INSTALLATION OF FLOOR COVERINS,A WRITTEN STATEMENT PROM THE cU^ FLOORINb MANLF.MIST BE SUDMITTED TO THISD?T.Or SWILDIWID A SAFETYTHEd STATING THAT c z .WIS. ARID THE III 4�et PRODUCT TO Be INSTALLED MEETS CAP RENT IHM07KY STANDARDS FOR SLIP RESISTANCE. a� � SLAB INTERFACE PLAN 2-BR ui POWER -I.PROVIDE MSUMLIM s'XT RRERNAnGNAL%"Or AGGCMWLITf DBGAL OR PI.ASTG llbN FOOTED ON O Doan OR SIDE LIGHT ceNTERm AT 60'ABOVE ENTRY LAIDRN!IN COITLIANGE Wh1 TTI2 24 EEG.1111B.s � x h W SCALE,14-r-o• T/RIM)ON IIITB.S.10. ITN DUPLEX OVnJ!X PER MK REV DIIR.EX OUII.EX G PAX.COPEt s 8� W m m � 0 :CGS b/fib J O (3 0O+ O REFUGE MAN DOOR 4 4 4 4 « U Wel SALES OPPICE - I■REMOVED -- __ TOMB DI■PE NOM AND ... I SALES 0""IPFl91 TRASH Vt5Ca"AGAL pt& V __ I DO.P GI.0sm A - _ , IPROVIDI'd ON TOP RT. TOP RT. L�C� 7X6 FLUP�INS GBRlR OP DOOR I ^N` TO INDIGATO HANDICAP t� �� I 4444 4444444 g n ='-0' _ MIN. DRINIGNS 36"61[.AD it I FOUNTAIN MAR e T T •# ee�ow j 6 PRO,/We PLUMDINS o COWEGTION FOR DRINKINS FOUNTAIN 42-DARSRAD :�/HA.11DICA �� - -_ -60,MIEN. RETROOI 4 — TOP RT. 4444 4444444 � a� W-0•I. M I/`'MI — ——— — —— - gg I I PIN.PLR _ _ P.M.PLR. L L WALL I/4"TO FR41GM DOORL 6ARAOC j I/2"DIA. VVEN SALES ORICE FOAM DOOR V*m S4LES "r•,J. IS REMOVED TRIM OWWA IS RL'MDVm. I S W V FIRST FLOOR PLAN 3-A FRONT ELEVATION 2-BR ,�I„•.I'-�• I T/aaL I/Sa1�l�aT� ""21„•.,.�' p W MRROR SEAT �. DI7PEltliNa � /1/ tj ,RA, LL x •' TaLEr PLunN i u x U S g U 1 2" m w IS' 90• GON ON SIDE MIN, Q •Ga " rj TOP RT. TOP RT TOP RT. t — < BONUS RM/OPT. o a ------ j BDRM. 4/BA. 4 I '�'F!bT � FIN.RR. FIN.PLR. \\ FIN. AND DRAIN LINES WITH I OWN 1ICN TOP RT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _� - - - - - - - - - - - --- _ TOP , FOIa NANDIGAPPm TOP RT. - - - - - - -`� - -- - - - - - - - - - - - - - - - -- - -- - ., P4 3 o Q i f,i � PO FS IN( M 1'bAM I I '�111 II 1 i.i�. A ti I the N LI 1Z O 4Q «w CLOSING I DISPLAY AREA f W�+ ; ;� ;; 1tlM '�' - e m-t Pentliny JO�f C 9 !Ma .A ,, _ I it�a 1 ee �t basetl un Ld V N co 04' ✓ �s�.nw, �` I hre onsirued �I�,IaIe�; Ih aPpllp Tv' N II III ;sl all be irllh_ eel the Pr au go to ehle to J M III Pr vls ns of 9 ve J W T.O.G. FIN.FLR _ - _ - - - - - - - - - - - - - - - - - r i- ZO GOO QO Q i MAN Dada W NDOYV O O M — '.L4LCJ OFFICE Is tl SALp OFFICE {I Jv m IS REMOVm. TOILET TOILET SEAT CL PAPER NT.IT TO 1q' O DISP. 2- ATv.FM TLR. cm ■ INTERIOR ELEVATION5ELEVATIONS SECTION O RIGHT 2-BR �� N W scue vr•ro• SCALE 1-P-7 x 1/,•.I'- ' y O � W O V� I c m D z O m v O C4 I �o v � 0 y m 0 r � O o THE lJ� 0 Ov -C)3 f i Cii E i BUh f ;-i