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HomeMy WebLinkAboutTR 30493 CROSSCREEK_2004 PROJECT SU1VJ[ VL4,RY SEQ NCE OF DRAWINGS SEQUENCE OF : r'%''aw. -.md7S oyp pAE HOMES sht. plan description sht. plan description � 1. PRO.EGT ADDRESS: -SWEET ACACIA COURT COVER 9HEET LAKE ELSINORE,GA, a2532 Q 4 4 4 PROPERTY T'RAGT* PLANNINS AREA 2IA 6.1 GENERAL NOTES 17.1 ARCH.DTLS. ARCHITECTURAL DETAILS 1 O'2 ENE 49Y CALCULATIONS 172 1 ARCHITECTURAL DETAILS JJ 5LD6. CLASSIFICATION: 5IN'SLE FAMILY DETAC'HM R3NI 2 of 2 ENERGY CALCULATIONS D9 ARCHITECTURAL DETAILS TYPE OF G0145TRUCiTION: TYPE V N I OF I ENER6Y CALCULATIONS 17.4 ARCHITECTURAL DETAILS 37.9 ARCHITECTURAL DETAILS FIRE ZONE: LOW D9 ARCHITECTURAL DETAILS GORES: 2001 EDITIONS OF THE GBG,CMG, 1.1 PLAN I SLAB INTEIll PLAN D.1 ARCHITECTURAL DETAILS 4 4 4 4 a a Q a 4 a a GPG,GPG,GEG AND TITLE 24 12 FLOOR PLANS 1.3 UTILITY PLANS 60VERNING BODY: CITY OF LAKE ELSINORE 1.4 INTERIOR ELEVATIONS AND SCHEME 130 S. MAIN STREET is SECTIONS R LAKE ELSINORE,GA. g2530 19 FRONT ELEVATION'A"AND ROOF PLAN SN-I STRIUCTIIRAL GENERA..NOTES•RIS MIREMENTS - - - (qOq) b'14-3124 1.1 LEFT,RIGHT 4 REAR ELEVATION"A' SN-2 STRUCTURAL DETAILS AND NOTES t w�� IL ELEVATION"B'ROOF PLAN AND ADDENDA 3\ CONSULTlll� 1 S 1.q LEFT,RIGHT 4 REAR ELEVATION"S' SD-1 STRUCTURAL FOUNDATION DETAILS Q®®Q a a a 4 Q a a 1.10 ELEVATION"0'ROOF PLAN AND ADDENDA SD-2 STRUCTURAL DETAILS AND NOTES ARCHITECT: BA99ENIAN LASONI ARCHITECT'S 2031 ORCHARD OR 1.11 LEFT R16HT•REAR ELEVATION'G' 9D-3 STRUCTURAL DETAILS NENAORT BEACH,CA 5D-4 STRUCTURAL DETAILS 92660 PT-I POST TENSION FOUNDATION DETAILS .y CONTACT, ROBERTA-EANNIETTE 94a-55"100 IX.I PLAN IX SLAB INTERFACE PLAN STRUCTURAL ENb, 60UVIS EN&INEERIN6 4400 CAMR19 DR. IX2 FIRST FLOOR PLAN w G NEWORT EEAG1,6A. IX9 SECOND FLOOR PLAN S-1.1 FOUNDATION PLAN 42660 CONTACT, MAN50UR AMID IX.4 FIRST FLOOR UTILITY PLAN 9-I.IA POST TENSION FOUNDATION PLAN w h a 949-T52-1612 - IX.5 SECOND FLOOR UTILITY PLAN S- 1115 POST TENSION FO-44PATIOK PLAN TITLE 24 CONSULTANT: 00N50L T40T TAM O'SHANTER DR. IX.b INTERIOR ELEVATIONS AND SCHEDULE S-12 ROOF FRAMING PLAN fi 9TOGKTON,GA. IX1 SECTIONS � 95210-3'�TO CONTACT, BOB SEISEL B 210-5510 IX9 FRONT ELEVATION'A'AND ROOF PLAN 777 IX.q LEFT,MONT AND REAR ELEVATION'A' 9-IX.I FOUNDATION PLAN CIVIL ENGINEER, BV ENSINE RING 1&0 cALiFORNIA Ave IX.10 ELEVATION'B'ROOF PLAN AND ADDENDA SIX.IA POST TENSION FOUNDATION PLAN � -CORONA,CA. IX.II LEFT,R161HIT AND REAR ELEVATION'B' S-IX.IB POST TENISION FOUNDATION PLAN " GOl4TAGT, RUSS RYDER g2eel 0-4144 IX.12 ELEVATION'G'ROOF PLAN AND ADDENDA 5-IX2 ROOF AND FLOOR FRAMING PLAN IX.13 LEFT RIGHT 4 REAR ELEVATION"G' S-IX9 PARTIAL ROOF AND FLOOR FRAMING PLAN rW V J 2.1 PLAN 2 SLAB INTERFACE PLAN 5-2.1 FOUNDATION PLAN �- 2.2 FLOOR PLAN S-2.IA POST TENSION FOUNDATION PLAN 22X FLOOR PLAN OPTIONS 5-2.15 POST TENSION FOUNDATION PLAN _ :�ii U'• 29 UTILITY PLAN S-22 ROOF AND FLOOR FRAMING PLAN 2A 2.4 INTERIOR ELEVATIONS AND SCHEDULE S-29 XL PARTIAL ROOF AND FLOOR FRAMING PLAN 3 I t l tiyK v s.�: 2.5 SECTIONS S-2.4 PARTIAL ROOF AND FLOOR FRAMING PLAN ,.. 29 ELEVATION'A'AND ROOF PLAN 9-2.5 PARTIAL FRAMING PLAN OPTION 2.1 LEFT RIGHT AND REAR ELEVATION'A' g 2.9 ELEVATION'5'ROOF PLAN AND ADDENDA t $ SQUARE FOOTAGE 2A LEFT RIGHT AND REAR ELEVATION'6' 9-3.1 FOUNDATION PLAN 2.10 ELEVATION'G' ROOF PLAN AND ADDENDA 9-3.IA POST TENSION FOUNDATION PLAN . ,•, U PLAN 1 2.11 LEFT RIGHT AND REAR ELEVATION'U' 9-3.15 POST TENSION FOUNDATION PLAN o 2.12 DECK OPTION 5-3.2 1 PARTIAL ROOF AND FLOOR FRAMING,PLAN 3A a' FIRST FLOOR 16-11 GARAGE 431 9 39 PARTIAL ROOF AND PLOOK PRAMIN6 PLAN 35 o 5-3.4 PARTIAL ROOF AND FLOOR FRAMING PLAN 30 a TOTAL 1 6-11 3.1 PLAN 5 SLAB INTERFACE PLAN 5-3.5 PARTIAL FRAMING PLAN 3 WITH OPTION z N z F FIRST FLOOR & 3.IX SLAB INTERPACA!ADDENDA OPTIONAL BAY YVA. 16411 52 FIRST FLOOR PLAN �� 7�� 39 SECOND PLooR PLAN M-O MECHANICAL MECHANICAL NOTES PL-A � 1X 3.4 FIRST FLOOR UTILITY FLAK M-1 MECHANICAL FLOOR PLAN I FIRST FLOOR 16,71 GARA6Ei 431 3.5 SECOND FLOOR UTILITY PLAN M-IX MEKd4ANICAL FLOOR PLAN IX a Q SECOND FLOOR 24-1 3b INTERIOR ELEVATIONS AND sGNreDI>LE M-2.1 MECHANICAL FLOOR PLAN 2 w d CV 3.1 SECTIONS M-22 ME C+lANIGAL FLOOR PLAN 2 < w Q TOTAL 1 91 8 3.6 M"ATION'A'AND ROOF PLAN M-3 MECHANICAL FLOOR PLAN 3 a[ Q 1 o d $ �m ' FIRST FLOOR 1^✓,/ 3.q LEFT RIGHT AND REAR ELEVATION•A• U)$p� OPTIONAL BAY ADA. 1 3.10 ELEVATION'B' ROOF PLAN R ADDENDA �r .��T 3.11 LEFT RIGHT AND REAR ELEVATION'S' T-24 SALES OFFICE EN SR6Y CALCULATION SALES OFFICE F UJ Q� a r � 3.12 ELEVATION'G' ROOF PLAN 4 ADDENDA $0.1 PLAN OR SLAB INTEiRPAGE PLAN Alm AGGESIBLE RESTROOM au m W E o Z 3.13 LEFT RIGHT AND REAR ELEVATION•G" 902 FLOOR PLAN a}0 >rn O FIRST FLOOR 11 59 6ARA6E 656 ' tQ p 1 O mQ s.14 DECK OPTION 509 UTILITY PLAN TOTAL ND FLOOR 2 a 5 4✓ SOA SWTIONS ° g =N M Q 50.5 FRONT ELEVATION UDR AND ROOF PLAN 8 p z Q J I U 5OUARE FOOTAGE W/OPTIONAL SUITE AT GARAGE +1 dt 6 50.6 LEFT,RIGHT,AND REAR ELEVATON ISK Win O � 3 0� 5-1 SALES OFFICE ROOF FRAMING PLAN AND FOUNDATION PLAN F 5 = 3- o a.-, FIRST FLOOR 1 355 6ARA&E 460 M-0 MECHANICAL LEGENDS DETAILS AND SCHEDULE KMY_, U 00oo Q 5EGOND FLOOR c154 M-1 SALES OFFICL"t-E NIGAL FLOOR PLAN � Q f ^Jv TOTAL 230d1 p< DG.I PLAN 30 FLOOR,unwTY AND SLAB INTERFACE PLAN d� DG.2 SECTION AND ELEVATIONS p0. �gt PLAN 3 s0-I PARTIAL FRAMING PLAN FOR PERMIT ISSUANCE 411 ,INC H FIRST FLOOR 1208 GARAGE 64a FAZEN:AS ASSOCIATESyi 5EGOND FLOOR 1 231 BY DATE see plans nave een reviews or adherence Etothe TOTAL 243q Plannift Disrbion Approya hereby granted to Issue a building permit pending c- pf M U SQUARE FOOTAGE VV OPT. FLEX SPACE AT GARAGE +200 y; I approval of these plans shall not be construed t perm or approve any violation a.the applicable ry cZ7 5 1231 0 �M. O FIRST FLOOR GARAGE 44q authority to violate or cancel the provisions of such SECOND FLOOR 1231 °"` ^ °z o TOTAL 263E " TOTAL sHmT5 0 GENERAL NOTES OCTOBER 2002 (2001 C.B.C.) ABBREVIATIONS FSYMBOLS A.B. ANCHOR BOLT H.G. HOLLOW GORE 5. SINK ARCHITECTURAL a a a a DIVISION ABV. ABOVE HD. HOLD DOWN ANCHOR S.G. SOLID GRE O NG AIR CONDITIONINS µDR, HEADER 5-H, SC+95 MM GENERAL REQUIREMENTS BUILDING DEPT. REQUIREMENTS ADJ.15 ACDJJAAGCENT`A` HE ER � WOOD OR METAL STUD WALL, NG"R,TED ADJ. ADJUSTABLE HTR WATER SECT. SECTION 29NEMWETM MOP OR STUD WALL. THERMAL OR c 1!1 INSULATED AL. ALUMINUM SOL. SELECT Nbrk performed shall co I ith the follow) PROVIDE EMER6EHHGY EXIT DOOR OR KNOOW FROM BASEMENT ALT. ALTERNATE 5EL5TR. STRUCTURAL STRUCTAL � BRICK OR CONCRETE BLOCK WALL OR VENOM AND/OR SLEEPING ROOM(5).NET CLEAR WINDOW AREA PW y ry �' AMP. AMPERAGE INT. INSULATION SER SERVICE .n.ra I. These 61 Notes unless otherwse noted on plane or SHALL BE NOT BE LES6 THAN 5.7 50.FT.(621)50.IN. AV6. AVERAGE TNT. INTERIOR S.H. 51N&LE HUNG PRECAST OR POURED-IN-PLACE C.ONGRETE WALL spifolcatioro. MIN.NET WINDOW OPENING HEIGHT DIMENSION 24"CLEAR, JAL. JALOUSIE Sw, SIFT 2. Calif-I.Bviiding God.,appll-ble edition. MIN.NET WIDTH DIMENSION 20"CLEAR FINISHED SILL ED. BOARD ` 6. SHEATHING ® WOOD,FINISH,3/5"OR LARGER SCALE DETAIL 3. All appllc ble Local,Stet.and Federal Cods., O•dlnaness, NEI&HT MAX.44"ABOVE FLOOR,Car,310.4. BL.DG. BUILDING SHW2. SHOVER Laws, a a a a a a a a a a Laws, Reyulatioro and P-t-W.Covenant. govorning the BLK'6. BLOCKING L. LAVATORY SL. SLIDIN6 ® WOOD,ROUGH,CONTINUOUS MEMHER,3/6'OR LARGER SCALE DETAIL site of work. THE PLUMBING FIXTURES AND PLUF8IN6 FITTNS SHALL OLT-IN BUILT-IN LAM. LAMINATED 5PL. SPLASH _ 4. Standard Sp.Olcatlaro of A5TM. MEET THE STANDARDS NOTED BELOW: BM. BEAM LAM.PLAS. LAMINATED PLASTIC SPN. BILL PLATE HAILING WOOp,ROUGH,NON-CONTINUOUS N 9/8'OR LARGER SG.DETAIL S. In cane of canflk.t,the more stringent requirements .hall N WATER CLOSET•ID 6ALLONS PER FLUSH MAX. B.N. BOUNDARY NAILINS L.P. LINEAL FEEWFOOT 5 1 P SHELF 1 POLE govam. B)9FIOy�RlEAD.2.5 GPM MAX. OR& BEARINS LL. ER MINERALIB L06 LIGHT 55. SERVICE SINK U Hoo-OR FER6LAS BATT INSULATION 6. 'Or Equal",Te Contractor shall wbmlt for the MchltocEb G)LAVATORY PALLETS,s 2.2 GPM MAX. D.S. BAR SINK L.T. LAUNDRY TRAY 9717. STANDARD and Builder'.approval all lIf or equlpms t whkh 1. D)SINK FAUCET,•2.2 LLM. LUMINOUS S.V. SHEET VINYL GPM MAX. DIFFERENTIAL IN FLOOR LEVELS OR FINISH SURFACE coneklered'or equal"Co that at ep-ecNi NSG ed. TITLE 24,VC ,Mae,90"1 GABT. CABINET LVR LOUVER 59Y1�T. STRUCTURAL CALL' CALCULATIONS dODpp0�0 RIBBED GEILIMIG OR SOFFIT AT NEI61lT SHONN.2 X 4•16"O.G. On Sib Verlllcatbn of all dlnanNons and condlGon* Shall be STATE HEALTH 1 SAFETY CODE SEC.17921A BANE,THE USE OF GNHBR CAMBER MAR. MARBLE j/ QS�2 UNLE4g OTTKRy115E SHONN ON T!E DRAWIN66 the respometbkklly of the'r-M actor and Sib c. 't stars. CHLORRIATED POLYVINYL CHLORIDE(riPVG)FOR Nt1MOR G.H.G. CMILICAST 6 HEIGHT GHANKE Noted dimensions take precedent over scale. Each Contractor WATER SUPPLY PIPING. G.I. CAST IRON MAX. MASONRY T. THE w MAX. MAXIMUM T/D TOP 1 BOTTOM G.J. CEILING JOIST TIC. TRASH COMPACTOR -5ubwaM.=tor shall repor[to ProJeci Sup-nte de t all MD. MACHINE BOLT ELECTRICAL NOTES a a a a a a a a Q a a Gdxlltloro rvhlch prevent the proper exeautlon of their work ALL RECESSED FLUORESCENT CAN LI&HTS SHALL.BE A PIN GL6. CEILING MC. MEDICINE CABINET TEMP.BL. TEMPERED OLA 5 INSERT TYPE,NO SCREW TYPE FIXTURE PERMITTED. CLR CLEAR Mm MANUFACTURER T 1 6 TONGUE 1 GROOVE 3 Cllonft Archttect and Protect SWewntandent to be notified CNTR. COUNTER MIN MINIMUM TJI TRUSS JOIST {:} ACE MOUNTED CEILING L16HT FIXTURE Fmedabl Cantracfor - Sub-contractor ahwuld CNTRTP. COUNTER TOP MLR. MIRROR TMC. TIME CLOCK T y bN any ALL HANDRAILS SHALL BE CONTINUOUS T E FULL LENGTH G.O. CASED OPENING M•. MICRO LAM T.O.G. TOP OF CURB dsaralow" or other quasGon arise, partahhkg to the OF THE STAIRS.HAN06RIP PORTION OF ALL HANDRAILS TO.M. TOP OF MASONRY - REGE5'�LIGHT FIXTURE rvorking drawln90 and/or spsGlflcaikms. The Contractor SHALL NOT Be LESS THAN 1 U4'NOR MORE THAN 2"IN ��' GONCI�TE M.O. MASONRY OPENING T.O.P. TOP OF PAVING GONTS. CONTINIUOIf �`,',( HAN6llH6 LIGHT FIXTURE shall to held responsible for the rewlts of any error., GROSS SECTIONAL DIM1EH510N,OR THE SHAPE SHALL �. MOUNTED TOS. TOP OF SLAB CPT. CARPET disorsp h. ch omlesians Which the Contractor laded b PROVIDE 21 EQUIVALENT GRIPPING SURFACE. C.R. CURTAIN ROD METAL TOW. TOP��ISION NLL VP. RECESSED LI6NT FIXTURE Yy VAPORPROOF LENS COVER W netlfy fie Architect d before corotructlan and/or GBC 100355.1 CSMTYCK GASEMBrf WODOri fabrication of the work G.T. CERAMIC,TILE N.O. NATURAL GRADE PROVIDE 2S'-O"LONG 04 REBAR FOR GABLE/PHONE AND 20'-0' CULT. CULTURED N.I C. NOT IN CONTRACT WALL MOUNTED LI61fT FIXTURE _ .� Sb-contractor shall, Incur. that all Work Is done in a LONG COPPER FOR ELECTRICAL&ROU D PER NEC.5EG.25ODI Ud. I II professional rvorkmonllke manner by skilled mechanlu andNOM NAL UNPIN. VNPIN15HED w1 C shall replaos wy materials or Items damaged by Sub- ALL WORK SHALL COMPLY WITH THE FOLLOWING CODL4: D. ORYETi N.TS. NOT TO SCALE U. URINAL 4-0� LIbf4T FIXTURE SURFACE MOUNTW FulORESGENr FIXTURE/UNDER CABINET e contract-.psMormanu. Sub-contractors and wppil.r. w. DEL. DOUBLE U.N.O. UNLESS NOTED OT MAISE < 17. hereby nobfled that they are to confer and-operate NIIy lyy7 GBG D.F. DOU6LAS FIR O/ OVER o- S with each other dwi the oouYso of -nstructkxn to PIA.OR Q DIAMETER OA. OVERALL ® RECESSED FRACTIONAL HP EXHAUST FAN,SWITCH CONTROLLED ggg TU 199'I UMG VAN. VE NIN ` [ anddetermine the exact extant and o xe-ti of each other's work 19g7 UPC, DIA6. DIMNSION0NAL OBE,. OBSCURE VEN. vewnC RECES°.�GO.ONATION LIOHT/EMAU5T FAN,SWITCH CONTROLLED and b wcceseNlly compleb the ex.cutlan of the work All 1996 LffG DIM. DIMENSION OZ.OR O/G ON CENTER VERT. VBRTGAL Sub-contract- ri-kmanshlp will be of q_Ifty to pas. DISP. DISPOSAL O.H. OVERHEAD V.6. VERTGAL 64RAIN Mpectlone by local outhorltlee, lending IrotItAlons, OF. DEEP OPS OPENING Y.B. VAPOR BARRIER 120V DUPLEX CONVENIENCE RECEPTACLE w o Archlbct-Budder. My ono or all of the abov#mentioned DR DOOR 05A OVT5IDE AIR V.P. VAPORPROOF g -sped-. nay .sped workmanship at any tens, and any DRP. DROP 050. ORIENTED 5TRAN12 BOARD M& 220 240V SINGLE GOM/ENIENGE RECEPTACLE ci corrections needed to whanu the quallty of bulldlrg will DS. DOYINSPOIIT w. W'A5HM 1/3 120V DUPLEX CONVENIENCE RECEPTACLE,SWITCH CONTROLLED,I/2 NOT a u I- done Inxedlately. Each Sub-contractor, unless DTL. DETAIL PB. RUSH BUTTON I'WITH HOT z v sp-IPI-IIy exenpted by the terms of his sub-contract DYL DISIM(ASHM P.G. PORTLAMD GEM/CNT WC WATER CLOSET O MD. WOOD =? 12OV,DUPLEX CONVENIENCE RECEPTACLE INSIDE CABINET 6 agreement,shall be responsible for cleaning IN anal removing DWG. DRAWING P.C.f RILL GRAIN NHDNN WINDOW =+ from the Job Site trash and debris not left aJ other Om ME. PIECE W.H. WATER WATER HP. 12OV,NEATHERPROOF DUPLEX CONVENIENCE RECEPTACLE Sub-contractors. stes .III determine P how soon alter hub- PH. PHONE W/O YUTHOUT contract- completes each phase of his work that f`ash and R ELECACA4 PLT.�5. PLATEPLASH AM 5E � I2OV,GROUND FAULT CIRCUIT-INTERRUPTER(6FGU DUPLEX C, F o dews will be romaysd from the Olb. 0 T. ELECTRICAL ELEV. ELEVATION PLYyD, PLYWOOD Wi. WE16HT Structural EIglnNwn� E.N. EDGE NAILING PHIL& PANELI" I. Ref-b the current calculatlonro for ay question regarding W. BOVAL POL. POLISHED ROOM/AREA ABBREVIATIONS � VP. 12OV,YCATHERPROOF 6.F.C.1.DUPLEX CONVENIENCE RECEPTACLE II grades, bean and header sizes, footing and shear EXH. EXHAUST PPS. POLISHED PLATE requlrsmsnts. D P5F pO U.DS ,yRE alEXT. W EXTERIOR GLA55 BA. BATH OO 120V FLOOR TYPE DUPLEX RECEPTACLE,r'YGovM _ 2. No deviatiaro from etr-tK 1 details.hall be made wlth.A E.H. EACH AY PR. PAIR BEDROOM O the writ approval of the Structural Er hvw. AVproval B SINGLE POLE LIGHT SWITCH by city Inspector does not coretltuto outhorRy to devote FOOT from pies or epsUHcotions. PAU FORGED AIR UNIT P5l FOAVDr/SGUARE INCH DIN DINT -14 F.6. FINISH GRADE TNIR44-WAY LIGHT SYVITGH Z Soils Engke lmg: Fb. FIXED GLASS P,L PARALLAM OR, DRa 1N6 a W I. Refer to the cursnt Soils Report !or wy questloro Fb. RUE,6A5 P.TD.F. PRESSURE TREATED ENT ENTRY � FOUR- AY LIGHT SWITC44 c PIN FINISH WG POLY VINYL CHLORIDE FAH. FAMILY regarding soil requirements. � </I PH, TELEPHONE JACK g FINFLR. FINISH FLOOR bAR 6ARA.F..E T- is PJ. FLOOR JOIST KIT. KITCHEN OD I PL. FLUSH R. RISER LAU. LAUNDRY 1"-Q TV. TELEVISION ANTENNA./GABLE JACK N/y FLUOR FLUORESCENT RAD. RADIAL/RADIUS LIB. LIBRARY � rr�� F.MC. FLOOR MATERIAL GHANS6 RAb. RETURN AIR GRILLE LIN LINEN 7-U P.B. RUSH BUTTON FOR DOOR CHIM£5 OR&ARA6E DOOR OPERATOR w o yr Iw o F.N. FIELD NAILING REGPT. RECEPTACLE LIV. LIVING IM E m END. FOUNDATION REP. REFERENCE MBA. MASTER BATH sae DOOR CHIMES Z P.O.G. PAGE OF CURB REFER REFRIGERATOR MBR MASTER BEDROOM 1 W a0 e a F.O.HC. FREE OF HEART CENTER REINF. REINFORCING MDR. MASTER DRESSING 7-Q TERM05TAT,VERIFY LOGATON WITI hffATING/NG LAYOUT FA.M, FAGS OF MAANRY RFJS RE-SAWN PAN PANTRY pj F d ry F.0A PAGE OF STUDS RE12D REQUIRED PDR PONDER ROOM Q .UNCTION BOX.WITH COVER OR ADAPTOR A5 REQUIRED z cEoe 2 H w FRDR OR FRENCH DO REV. REVERSE RTR RETREAT F.RP. FIBERGLASS REINF. REV. REVISIOKREV15E SER SERVICE ® SMOKE DETECTOR,ICBO APPROVED,CEILING MOUNTED,HARD WIRED POLYESTER RJ. ROOF J015T 5TO. STORASE AND W/BATTERY BACKUP FT6. FOOTING RO. ROUGH WAR WARDROBE >> RO-IN ROUGH-IN W.IC WALK-IN ClO5ET © CEILING FAN JUNCTION BOX,WITH GONER OR ADAPTOR AS REODURM Y F 6A. GAUSe -0. ROUGH OPENING Y 6ALV. 6ALVAN'MM RO/5 ROUGH SAM CODE ABBREVIATIONS ® SECURITY SYSTEM MASTER UNIT ly{tt0. 6.15. GYPSUM BOARD R.R. ROOF RAFTER 6D. 6ARHA6E DISPOSAL RM. RZVAWD GEC. CALIFORNIA BUILDING CODE d a 6D.0. BARAdC DOOR OPERATOR G.MC. UNIFORM MECHANICAL CODE I. € N 6P.1, 6ROUND-PAU.TGIRGUIT-INTIMRUPTER G.P.G. UNIFORMIPt„NH51N6GODE MECHANICAL & PLUMBING < <} Oct6.1. GALVANIZED IRON 6L. &LASS GEC. NATIONAL ELECTRICAL CODE 2( o B.00A. NATIONAL.BULDIN6 CODE 0.p 1• Cn (n 6RD. GRADE ® PD FLOOR DRAIN(PP)OR AREA DRAIN(AD),A9 NOTED 0 O 8 m 6RND. 6ROIMD ,fi!yt f 0.o Y J GYP. GYPSUM O RD ROOF DRAIN(RD) 'S'0 p cn J OLE, BLUED-LAMINATED BEAM ' ` F���1110 W 6.T. GIRDEHR TRIES l� NO H05E BIB(HIS) 0I W W W Q O z HB f105E BIB WITH SHUT OFF VALVE(NIB/soV) JI of a 6}1 mo O M Q O SOV 'f-} FS, rue-&A5 OUTLET(F6) gg11 E yt = W()"4Z -I--g LOOSE KEY VALVE(KEY) O���Q (n N TTf u JW IMP z't Q ogv d HO <z qrm S\F w U Z a0 Pa U m O Energy Star Building F,alurea Plan f 1 2 ]wl SuiN 3 PLAN 3 PLAN 2 W/ SUITE PLAN 2 PLAN I ENVELOPE:(Insulation R-Values) RPa(wal 30 SO 30 30 Root WA 3D 30 WA of 4 Rat(Exb mace) 11 11 1. 1a to "(Ea, 1) 13 13 1] 13 1 Wen(wall ) 13 13 13 13 13 lumn,CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 ^^CF-IR CERTIFICATE OF COMPLIANCE: RESIDENTIAL - Page 1 _-CF-lR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page1mW CF-1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R ow'.Ixr.'wage)WA 13 13 WA Fl 13 Fbor cantilever Rb 19 R 13 aQa� ^^^^--....--.---�..�.e---------e-e-----.-a.-.--�o^^^^r^===m^ v==='=s=-===z-=^.a�z-^o..^==®^^^--^=tea..^=. ^^^e.. �... InNVatbn Test Ra9ulretl^ R•9uiratl•• R•9uirea^ R•9u;rea`• Project Title.......... CANYON HILLS PA 21A Date..08/3O/04-08 36_08 Project Title.......... CANYON HILLS PA 21A Dete..08/30/04 08:35:59 Project Title.......... CANYON HILLS PA 21A Date..08/30/04 08.35.56 Project Title.......... CANYON HILLS PA 21A Date..08/30/04 08:35:51 road On Grade red Yes vac vas Project Address........ PLAN 3 +++*+++ _________ Project Address........ PLAN 2 W/ SUITE '++• fi""--------------------- Project Address........ PLAN 2 *+***«* ------------------- Project Address........ PLAN 1 ******* --------------------- LAKE ELSINORE-CZ 10 *v6.01* 1 I LAKE ELSINORE-CZ 10 •v6.01. 1 LAKE ELSINORE-CZ 10 *v6.01• 1 I LAKE ELSINORE-CZ 10 *v6.01* 1 I GLAZNG:(U-Fatlor.Dual Pane,Vinyl tidal Spethally SWI lira Glass) Documentation Author... JENNI PER WRIGHT "•'**** ++++ +++++++ **+++** Sln•rlhorry ties am D. 0.as I Building Permit# I Documentation Author... JENNIFER WRIGHT Building Permit # I Documentation Author... JENNIFER WRIGHT I Building Permit # I Documentation Author... JENNIFER WRIGHT I Building Permit # I snaer(knorh..) 0.35 0.35 D. 0.35 Consol I I Consol I ConSol I I Consol I I FtrN' o33 On 0.33 "I 7407 Tam O'Shanter Dr Ste 200 1 Plan Check/Date 1 7907 Tam O'Shanter Dr Ste 200 Ian Check/ Date I 7407 Tam O'Shanter Dr Ste 200 1 Plan Check/ Date I 7407 Tam O'Shanter Dr Ste 200 1 Plan Check / Date P°'ID• 0.35 0.36 0.35 0.IS Stockton, CA 95210 I 1 tockton, CA 95210 =. 1 .-.,. Stockton, CA 95210 I I Stockton, CA 95210 I Frerwh Door• 0.'to 0.40 0.40 a'In € n 209-474-8446 I Field Check/Date I 9-474-8446 ield Check/ Date I 209-474-8946 I Field Check/ Date I 209-474-8946 1 Field Check/ Date (NonNwal wr8paaruy selaawe GNw) •• _ Climate Zone........... 10 ____________________ Climate Zone ........;'i ,a, 1 _________ _______ } ______ _________ ______ 1,I Ri Climate Zone........... 1D ---- ----------- Climate ZORe........... 10 ----- 8ky/gla 0.88 WA WA N/A Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. Compliance Method...... PASS v6.e1 for 2001 Stand (Enerc Inc. R Com liance Method...... MICROPAS6 6.01 for 2001 Standards b Enere 1Noo-Nelalwspearrry saealve cicu7 f- �3 A ?` omp, a' p v y omp, Inc. Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercmap, Inc. ^�-----r-----------------R=_------_^^^^^__�^�^�^e......_^^®=.�e� ...^^e.v.r.e.r.�.e .,e............�...^^�T ___^^^..o.�..._ -�: .w.r.N.���^�^..a.e..e�..e.......e....e..��....r.ve.�..e ^^^^__^^^^^^^®^___ '==-�=m^�^m^^^.ems^^^m^gym^�.®^sov.e... •BHOCe0.31(3)I0.33I8H)I0.3/(FIUI0.31(PATIOI/gA01FRENCH D00R)/0.8T(SIMIOHT) _ MICROPAS6 v6.01 File-PCH213 Wth-CTZ10S92 Program-FORM CF-1R I MICROPAS6 v6.01 File- CR212X Wth-CTZ10S92 Prot CF-1R I MICROPAS6 v6.01 File-PCH212 Wth-CTZ10592 Program-FORM CF-1R I I MICROPAS6 v6.01 File-PCH211 Wth-CTZ10S92 Program-FORM CF-lR x User#-HP0105 User-Consol Run-PARDEE-PLAN 3 I Veer#-MP0105 User-11 SO1 Run-PAADEE-PLANT a ITE 1;~' I Uaer#-MP0105 Uaer-Consol Run-PARDEE-PLAN 2 I I Deer#-MPO105 User-Consol Run-PARDEE-PLAN 1 HVAC SYSTE a I __________________________________________ ,a- Fumaoe:AFUER- 0.80 0.80 GG0 IS ________ _ �________________ bK' _ ______ _______-_ ____________ _-_________________________ ________________________-___________________-__-______________________________ -------- I Oud lnaaatlan 42 4.2 43 4.2 „ ,:. -. ^ ___________ ________ PIC:SEER 100 1D.0 10.0 10.0 GENERAL INFORMATION GENERAL INFORMATION '`Y cud Teaeng Rsqulred^ Kayaked^ Rpulred•• gaqulrea•• 8 GENERAL INFORMATION GENERAL INFORMATION ACCA ManualD Rayulrad^ Raqulraa^ Requires^ Regmrea^ w Conditioned Floor Area..... 2414 of Conditioned FloorAr41a 2297 sf - Conditioned Floor Area..... 2071 sf Conditioned Floor Area..... 1671 a ^Requires 3rd Party Inspection Building Type.............. Single Family Detached Building Type .....;1 ing e Family DM.eked ,. Building Type.............. Single Family Detached Building Type.............. Si. d Co_tn/nti On Type ..-...... Naw Cnnetrw_tion Tips ... -.1"" '" Construction Type ......... tiers COnatxuctiOn Type ......... N WATER HEATING Waa Hawa,Sae 50 gal 50 g.1 SO gal be gal Building Front Orientation. Cardinal -N,E,S,W Building Front Orientation. Cardinal - N,E,S,W Building Front Orientation. Cardinal -N,E,S,W Building Front Orientatio,. Car S,W Enwgy Factor oso 0so 0so D. Number of Dwelling Unite... 1 N1mlber of Dwelling Un I . I Number of pt `�i'hg Unite... 1 Number of Dwelling Uni 1 Dlewhumn Trpa starnara Stiaceare slama,e slanaa,a Number OP StOiion ......... 2 NllIMEY Of Stories ... '2 Nlmlbe bif�x+�� ies.......... 2 Nlxaber of Stories., n 1 Not,,it the <Irall Select coatn lea Ind on surtace 43 the Sol,,Heat Coefficientwill hay, hi he-M- Floor Construction Type.... Slab On Grade .Floor Construction Type , .l,e 0 Grndc Floor [tsCnuction Type.... Slab On Grade Floor constructi .... Slab On Grade more solar heat am made on b at d, ow n me Glazing Percentage......... 17.9 4 of floor area Glazing Percentage.... ... 15.7 q of [:Io,r. aria Gta3,fe :percentage......... 16.2 t of floor area Glazing Perce 15.7 a of floor area ro ecurom Ene Star ualdleation•and May im act the HVA ui nw,N•lettionb 1......In the AlC Average Glazing U-factor... 0.35 Btu/hr-sf-F Average`Gla ing U factor 0.3E IRu/hr-sf-E' Avera!' azing U-factor... 0.35 Btu/hr-of-F Average G factor... 0.37 Btu/hr-sf-F tonnage since she enerav use or the house may ncreaae. Average Glazing SHGC....... 0.33 Average Glaring SIIGC....... 0.34 Average Glazing SHGC....... 0.34 Average," SHGC... 0.35 Average Ceiling Height..... 8.9 ft Average ceiling Height..... 8.9 It Average Ceiling Height..... 9 ft Average g Hei 9 ft MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFAR .. Mete:load,.n.w.m.I e°ei°P••°sea l01n.sl.w.m.man<em,n u-e m...°,e•nP•M...sine<emp hn-•vpro.m w.a BUILDING SHELL INSULATION ()1LDING 3NPLT, IN;UI.ATION BUILDING SHELL INSULATION G SHELL I N eemonme.w.nn u 'neel;en<be.=p.,..e.a ey m=,..m.aem comp+.=.,.°wnm•a•n,t•a°n tn•c.dncn•or by P11" ___-___ _ umc wrt miew•,P.=Nc�tbns brine min rtary mea wee wnsmw'my.na•hown M••.MenreIn tM eaum.m• _____ mmm ,Ih Component Frame Cavity Sheathing Total Assembly Component Frame Cavity) Batt n;1 Total A.emit y ,. Component Frame Cavity Sheathing Total Assembly Frame Cavi heathina sembly wwlN.wwl 1. Type Type R-value R-value R-value U-factor Location/Comments Type Type R-value=Ca �valua R-value ❑-tact nr T.ocat in /1 mrents Type T R-value R-value R-value U-factor Location/Comments T wit o°: aok w'nnl..a h.e•az«wnmcomp w.a or•m.,wA nna,Pgb.cl.. Typo Type R-val -oalu .ae U-factor Location/Comments ________________ ______________ _______ _______________.....z ______.: ...,._..,.. ..______,...__..:._....________ _____ ______________ _ _________ DE.aPoPTro gEgiq Fx IWCR4ENT < _-___ ___________ __ _____ _ sullen Enrol Nr-1, Wa11 Wood R-13 R-n/a R-13 0.088 Front Wall, Left Wall Wall Wood R-13 R n/a R-13 0.08s ( 1 W"ll, I'll.W1,n Wall Wood R-13 R-n/a R-13 0.088 Front Wall, Left Wall all R-13 -R-13 0.088 Front Wall, Left Wall •1 • MlamumRle=•m n.wrlen A 1 .Le n wrtbn menunatuw'•lees tl R-VYw x Back Wall i T it trait 2x6 Left Wail +. Back Wall, Right Wall 2x6 Back Wall -li Fl k W'Sl P,Ig'1. W,r 11 :e.' .R N Back Wall, -ght Wall At Kneewall g •41ao(o):M1 Rum,'ru as mw... ae.mw*.lhwyu em rotor, x Right Wall ;kymis y`' k<a""1, :Du "' Y,r. K -�":,C n`:.- , I a um R 13 a-e now bmlrbn In 4.m•a Awn +1 7 - -_.> rc- At Kneewal `. Woo ;R-13 R-n/a R-13 0.085 Garage Wall +R - •91wak 8•b•ep•Imwrlw mew aYreryNen rite w4nwertan p.3%,wwervportnn•m-len rwsm Wall Wood R-13 R-n/a A-13 0.085 Garage Wall c'; pl(. :Wood R 13 R= 3 O.Gib C r.3'.Wa'11 Wa11 Wood R-13 R-n/a R-13 0.085 Garage Wal r 2x6 Garage nnn.nzo.mwaon WA 2xfi Garage € .^ "`ku, 2 6 C ragz 2x6 Garage ^ Door W R-0 R-0 R-0 0.330 Entry Door •actin. .aw role W m•W awhaw .Lnawa•beer. .warm x e Y §11&1).F•m•tnlbn Prwueb Er•der Dwn.w Mluet'enlEknhMlon CeYnl• Door Wood R-0 R-0 R-0 0.330 Entry Door Door` )A"' Wood R 0 R 0 '`f' 0 �0.3a0 F, 'r Dour Door Wood R-0 R-0 R-0 0.330 Entry Door Garage Door 1 D.,and .P.=..a.+lan.a m lmn Yr hekV.. ^ 2 Ferc.wt on weewn 1•xwa n•aabacr•al n*.n abr mtn c•NIaO LLfsaw<wnaa Se v w•.1 Garage Door *: ,l, c age: Ccor , Garage Door Roo R-30 R-n/a R-30 0.031 Flat w/Attic G.•Cee4k er lsHacl.°a 1=a o°. FloorExt Wood R-13 R-n/a R-13 0.061 Above Garage FloorExt wood R-13 R n/a ,R-1 " 0.0:. Ab e c„1 sac• F1oorExt Wood R-13 R-n/a R-13 ova Garage "'; Roy ocd R-19 R-n/a R-19 0.047 At Furnace xEr.nw sea.awl mnaa -Irenr b;.11er..na nrmlen.e•u kw.w•...e. x F1oorExt Wood R-13 R-n/a R-13 0.064 At Cantilever F1oorExt Wood R-13 R-e/a & i3 0.0i;4 At Cenci I—— _� F1oorExt Wood R-13 R-n/a R-13 � Cantileve'� ' Sla a None R-0 R-0 F2-0.760 To Outside 1 v. aa.n m. r acnmw. ..0 wamo . Roof Wood R-30 R-n/a R-30 0.031 Flat w/Attic Roof Wood R-30 R-n/a R-30 0.0 on am..nrr•a to coin inn, 1al me.a ewam•awn u. rit / Attic Roof Wood R-30 R-n/a R-30 w/Atli' SlabEdge None R-0 R-0 F2-0.510 To Garage 4+S.lranll aaarFs+e«,D.ewYM s..App+n=r+ne wetog.. Roof Wood R-19 R-n/a R-19 0.047 At Furnace - e t1 r ' At , Attic. y oysan n-q.er naa S1abEd a None R-0 R-0 F2- cb.WI mY lwal.•.sew q 0.760 To Outside Roof Wood R 19 R-n/a R-19 I1.04i h E rta.e hoof Wood R-19 R-n/ :� R-19 0: At & FENESTRATION Aoa•w.•reek.Mha. .d.e I ` a Flu•a«nP-+w comrel SlabEdge None R-0 R-0 F2-0.510 To Garage SlabEdge None R-0 R-0 F2=0.75<. To OU Lalda ::, `� T Sl a6Edge None R-0 R F2-0. To Ou ----------- 2Ne oem row.comb „ el w.•1b^.e. x '" °" a.«sew Pnln w.rrw.an .na numr a m .wna SlabEdge None R 0 R 0 F2=0.S10 V.trla: �., ::N SlabEdge None R-0 R-0 F2-0. o Garag Over n na rrvwc w .m row.,ar.n.nwwm..a..w ewr.e.nlxa m•c«nm.ren. x FENESTRATION " _ Area U- Exterior hang/ 1 w.n1 •wpre oaou Yw n.o=em.no.wln ASHRAe,an1ACNA wAccA. x ------------ F'LNES IIYAPtON s, FEWEST Orientation (af) Factor SHGC Shading Fins Location/Comments Is 1 .ewx wme.er w.n le.bl.arl arva own •reins. x Oyer- - - ________________ _____ ______ ______ _____- _____ __________________________ a Wl t'Btwaaee ..-ban EI.NyF•=lal.0 Mane.59 mw1 be an-ayvrt.Pwa rosin (n 13 rY lmulatlen p..wler ne+len Area U- Exterior hang/ 0 er- F - Wind Front (N) 31.0 0.350 0.320 Standard Yea SNGL HNG /VINYL/ SSGLZ b.urban.a°Y.n le•ew.a m.m,Y-r.t.n=.Manz«anrw. W 1 2 FIn15 bra 1 • water nawerl+nk nen. .I e,I •rein• mu..R�•r Orientation (s£) Factor SHGC Shading Fina Location/Comments ea P'_u- Exterior h.:ng,' - Area Exterior Wind Left (E) 25.0 0.350 0.320 Standard None SLIDER/VINYL/ SSGLZ ae.<x-up lank:row,.el.�.r.�m,we,a•wnY.t.m•e,etnwl er:<I nr wwwarx:n.»wa�') ----------------------Facto------ -------- ----- -------------------------- Orientation.„ (afl Factor SHGC Shading Fins Loc t n)Co nts Orientation (sf) r SHGC Shading Fi on/Comments Wind Back (S) 66.0 0.350 0.320 Standard Yes SLIDER/VINYL/ SSGLZ xd•.r n.urm..d R is=emwn.a lr.m.v r•m.l n.°w=n. 0 :, ,+al ,..: aAleuaee or upeeeepp nawr.an,x nmwl'v••oven.erne er-+r•lem.. Wind Front (N) 78.0 0.350 0.320 Standard Yea SLIDER / VINYL/SSGL2 - � ;,,� ..-------------- ------ --------`----- ----1#., _--_________ _________________ :________ ________ ____________________ Door Back (S) 98.0 0.350 0.340 Standard Yes PATIO DR/VINYL/SSGLZ a.cwn�y.r•lem pp nY b.nwas•F n.ax.a = Wind Left (E) 19.5 0.330 0.340 Standard Yes FIXED/VINYL/SSGLZ Wind front`(N) 9.0 0.330 0.340 Standard Yes FIXED / vF ,. SSGLZ Wind Front (R) 30 0.340 Standard Yes VINYL/SSGLZ Door Back (S) 48.0 0.400 0.400 Standard Yes FRN DR/NON-MTL/SSGLZ aPl ono•tea erwnen n..0 .wm..w lm na na*r.,nnk. x W 0 - Wind Left E •VII(mkwa rl F.•s ( 1 60.5 0.350 0.320 Standard None SLIDER VINYL SSGLZ Wind Front N 4/ / t ( } 6 .0 0.350 0.320 Standard Yes SNGL HNG /`- NYL/ SSGLZ Wind Front ( .0 0 0.320 Standard Yes SNG HNG/VINYL/ SSGLZ Wind Right (W) 16.5 0.330 0.340 Standard None FIXED/VINYL / SSGL2 L.wpl.nemamt.n.a,...1w.,,e b.mrwmm.r me .+ass crc s«ow. W W W Wind Back (S) 122.0 0.350 0.320 Standard Yes SLIDER/VINYL/SSGLZ Wind Left (E) 32.0 0.330 0.340 Standard Yes FIXED/ VINYL / SSGLZ Wind LeftSLIDER/ em ea;a•t.w.°mwle.mlYmum wsiwl•aleal errn4.3 w.nao..e wlayb p ( 55.0 0.320 Standard Yes FIXED/VINYL/ SSGL2 Wind Right (W) 28.0 0.680 0.670 Standard None VINYL/ SSGLZ .op•xnw•x.na...1w*xn marb,t.p.,.rowel•.r.m,wah«aw1.=lo.um.y.l.m 5 Z rot eo3,eaa,.n _ Wind Back S 1 8.0 0.330 0.390 Standard Y FIXED VINYL SSGLZ =ewtbnw•Pr - ( I es F / Y /SSG Wind Left (E) 55.0 0.350 0.320 Standard Yes SLIDER/VINYL/ SSGLZ Wind Left (E) 55.0 0:: 1,0.320 Standard Yes SLIDER/VINYL /SSGL2 Skyl Back (S) 8.0 0.680 0.670 None None SKYLIGHT / NON-MTL/ SSGLZ Nnmonq••pabMl•rpulnmmballLlH,UttetA,w0.1e1a,pmntb°rl•p•bu•eetou•I � Q � 0 � Door Back (S) 48.0 0.400 0.400 Standard None FRN DR/ NON-MTL/ SSGLZ Door Back (S) 64.0 0.350 0.340 Standard Yea PATIO DR /VINYL/ SSGLZ f' "' (S) 64.0 0. .340 Standard Yes PATIO DR/VINYL/ SSGLZ w•nine•Pnn.ruan v4 m°4+n.=omem.uonamuu=.w.nn..m.•n w tw-1.1 a-al.e�immY Q Wind Bdek (S) 38.0 0.350 0.320 Standard None SLIDER/VINYL SSGLZ Door Beck S 40.0 0./00 0.400 Standard None FRN DR NON-MTL SSGLZ =.role..nY1„=tau.•abr=em gnu=°nartlen.a.ir.]°1m...e•e.m.aeuol.y.t....w m•k - N ( ) / / r 8) 25.0 0.35 20 Standard None SLIDER/VINYL/ SSGLZ SLAB SURFACES =ompon.m..n+Ilnae..emerosin<ana<kmab.r.a,....awtnprunl...•wnnp.l.wwn N W Wind Right (W) 21.3 0.330 0.340 Standard Yes FIXED/VINYL/SSGLZ Wind Back (S) 27.0 0.350 0.320 Standard None SLIDER/VINYL/ SSGLZ B' 1 20.0 0.350 0 Standard Yes SLIDER/VINYL/ SSGLZ .emNwtoo mb m..n=.m an»a.na.. .. F ____________ red dna=ann. bdphtbrm.b,.rn.nel.n.ne phnum.e.Ynw w=en.l t.a usn mw•4w. Wind Right (W) 26.0 0.350 0.320 Standard None SLIDER VINYL SSGLZ Wind Back (S) 20.0 0.350 0.320 Standard Yes SLIDER/ VINYL / SSGLZ -nor Baca ) 33.5 0.400 0.Standard Yes FRN DR/NON-MTL/SSGLZ Area anw m.n.erea.n.a mrel awl bo•mwn.zlel.aua•na�wta w.a ar win yba<emnlenea Q Q Door Back (S) 33.5 0.400 0.400 Standard Yes FRN DR/ NON-MTL/ SSGLZ ' Wind Ri ° .,.eu wbY wwl...ne°upper gra�m.m.r, oorYn aura.oua.In.m.e n<.a..ne.wpen 0 d N ,e i ) 18.0 0.330 40 Standard Yea FIXED/VINYL / SSGLZ Slab Type (sf) YrenaI.b,,-pn,•een=w..ratan•bin.ew•.•alena.n.eta ewh. L0 SLAB SURFACES Wind Right (W) 18.0 0.330 0.340 Standard Yes FIXED /VINYL / SSGLZ ;f Wind 1 16.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ - ----------------- s.win.•ne..wn W,haI,wem••na%bI... anww.• nnr 111-lea umn can ear mbw J "' Standard Slab 1671 .m uauat.p..unw..u<nuw+u..e n<wneln.nen mtn m..ne.w an*ana.. I- N U ------------- Wind Right (W) 16.0 0.350 0.320 Standard Yes SLIDER/VINYL / SSGLZ - aEth ,w,t uIw nlwbrckann Pr.a In Iwrbl•. W 1 d1w,­ Slab Type (sf) SLAB SURFACES a ea SLAB SURFACES a O,vAy wnw ire•r• .... wwew�.e•w=•new•nn.,.aemwe 1,audy.....N..11 W J ------------- HVAC SYSTEMS a Pwscgw ah•ulYlw NulYlen,M1•N apMactw 4em dem.Y•IncWanp lnw aw to•unlgr, _ _ ________________ ______ _____________ Area _________- mY.wn wi pmwrt m.ntw.n.n=w•w,rlw cw na llmnwmIn.bu°*Ire.m.mrlon.zpm..e le W Area Refrig I. Standard Slab 1208 Slab Type af) - Slab Type------- (af)-_ Equipment Minimum Chargeaandt Duct Duct TDuctd Manual Thermostat fn4 ea.rA! Hanno aya.rn.�,nawepx mwierathr.•e,.na a •atn.mrM1,Inw. x Z 1 HVAC SYSTEMS - ----------------- Standard Slab 1159 Type Efficiency Airflow Location R-value Leakage D Type 1.sy.1.m 1.-bad min lax a.ma.aa.nay onon.Ysen,_IrwrPnaewmb4 r0nonwn, f I - gZ ------------ Standard Slab 1355 _____________ _ _ _ __ __________ w.behb n.hl.m.n•rb,and I.III.urt Q z Ry�.m 1.1nr•n•e*nh Refrigerant Tested ACCA HVAC SYSTEMS Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback Il..rm orpl,b etw°enaar•nah..bra,rnw°•°le,h.MI.R f V W Equipment Minimum Charge and Duct Duct Duct Manual Thermostat HVAC SYSTEMS -----------_ hca-,breaaw Ppeh e,ease«•p.. r ACSplit 10.00 SEER No Attic R-4.2 No No Setback aPea•mm a.d..a enw lnlr..na0elnu1rlw 1m.•xa=M1. row W Type Efficiency Airflow Location R-value Leakage D Type --------OP--v"alue Refrigerant Tested ACCA §n3 w.,,w=.mnl em....vea n.mn..p.n.r.n o,1 11,1=wxn4.pphn=..na-no V) F W --------�--- ------------ ------------------ -------------- ---------------- Refrigerant # Tested ACCA Equipment Minimum Charge and DuCt Duct Duct Manual Thermostat WATER HEATING SYSTEMS 11 °O"aM1O u, am aIM Exce Ion.N•nelwta=•I=wkl • Ilan=..wkM1 Ia<15091wM1, X N Y e Coo Rwrmr.n.m•r. mw prase }_ Q ••QJJ Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback Equipment Minimum Charge and ct Duct Manual Thermosta Type Efficiency Airflow Location R-value Leakage D Type ------------------- a ran w..wnx ACSplit 10.00 SEER No Attic R-4.2 No No Setback Type Efficiency Airflow L ` Leakage. D Type' ------------------------ ------- ----------- ------- ------- ---------------- Number Tank External §1601k71..Lummro brpww+l YpMlnp In khpanune awl•mp•mth m•Meaey a401umm•Awtt er purer ------------ ----------- ----- b p•n•ral I aMba n knean+.tnl•4--n IMMinp•an a ppnwl W by••inter Pn.,«elry rotes•bl• III - w .--- - ---- -- - -.---- - Furnace 0.800 AFUE n/a Attic R-9.2 No No Setback in Energy Size Insulation m oomn .n.la.n.mnno.om.xlxan x Z WATER HEATING SYSTEMS Furnace 0.800 AFUE n/ }kt�ti'c -9.2 No r No Setback ACS lit 30.00 SEER No Attic R-1.2 No No Setback Tank Type Heater Type Distribution Type System Factor 4+so(xP.:Roww mex..nw-,wbYwue mud a..e.ar,e«•,on.wmn nmm hmp.min.•mpy er --------------------- P YP YP YD Y (gal) R-value--- 4Y wm.n.nyatwenaer.*a=nesrme eannp•lo ln.nom o, r w.aln..nemrn..to mh n4a,em.a ACSplit 10.00 SEER NO ^ttic 4.2 No No :-"Setback ------------ ----------- ------------------------- '-----_ ---_--___---- YIP*.ab I .w lw•w..o-.,.<.raeel ma«,,.c n.ulrlen<ew, z W Number Tank External WATER HEATING SYSTEMS Storage Gas Standard 1 0.60 5o R-n/a w11gUeT saw in Energy Size Insulation ., NAT TENS --------------------- Tank Type Heater Type Distribution Type System Factor (gal) R-value ----= ^ -=------ Number Tank External SPECIAL FEATURES AND MODELING ASSUMPTIONS -It es 9TRTSq ------------ ----------- ------------------------- -------- ---------------- Number Tank External in EnergySize Insulation ____________________ -----------------------'--------------- Th1a c,ttltic,t•of eompltanc,hats LM bvlldihq Seatut•a and p•1Lotnaoc• Storage Gas Standard 1 0.60 50 R-n/a in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value + • Items in this section should be documented on the plans, *** IPsoitioationa needed to ceaplr with Title-24,vatta I and 8 et en• Tank Type Haate` 'stributl- a System Factor (gal) R-value ----------------------- ------------------------- -------- ---------------- * installed to manufacturer and CEC specifications, and *** litotnt Coe of 11111.t1a , sad th. .ealni.creciv. teaulaue.. to SPECIAL FEATURES AND MODELING ASSUMPTIONS - ------- ---- - `--------- -------------- ---------------- Storage Gas Standard 1 0 60 50 R-n/a +** verified during n check and field inspection. +** iaPl• n.�Thi.eattiliaats hoe been aign.d by eh. individual with ++ -- �: ra a ing pia nspec n•ne than. --------------^-'-------------- -------- 9 Gas l and 1 0.60 50 R-n/8 overall tlesiyn zaapanatbili<y. linen tnL earelfleaee of eoayllanea is *** Items in this section should be documented on the lans, ' _ aubwitt.a rota single building plan to be built in suitipl•oti•ntetiow, P *" •.. SPECIAL FEATURES AND MODELING ASSUMPTIONS This is a multi le orientation buildin with no orientation restrictions. any shading testae.that Ss varied is indieaGd in the sp,ci,l P•,tutaa P g Rodeling Aseua�ptio.....tia.. *** installed to manufacturer and CEC specifications, and •** CIAL S AND MODELING ASSUMPTIONS - ----------------------------------------- This printout is for the front facing North. *** verified during plan check and field inspection. *** '------------------------- *** Items in this section should be documented on the plans, **' DESIGNER or OMNER DOCIIwENTATION AUTHOR It --- is sects cold be documented on the plans, *++ •+• installed to manufacturer and CEC specifications, and *+* REMARKS This is a multiple orientation building with no orientation restriction - `nstalle o manufacturer and CEC specifications, and "•• *** verified during plan check and field inspection. ------- toe i 9 P P ++' Name.... Name.... JENNIFER WRIGHT This printout is for the front facing North. 'rifled during plan check and field inspection. •** DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GfA.9S Company. PARDEE HOMES Company. Consol IIf This is a multiple orientation building with no orientation restrictions. U-FACTORS-0.35 (SL) / 0.35 (SH) /0.33 (FX) / 0.35 (PATIO) Address. 1081' WILSHIRE BVD#1900 Address. 7407 Tam O'Shanter Dr Ste 200 REMARKS ^ "is is a' Is orientation building with no orientation restrictions. This printout is for the front facing North. SHGC- 0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) LOS ANGELES CA 90024 Stockton, CA 95210 ------- a printo :for the front facing North. SEE MANUFACTURER'S SPECIFICATION SHEET Phone... (310) 475-3525 Phone... 209-474-8446 DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS REMARKS Zi...... U-FACTORS -0.35 (SL) /0.35 (SH) / 0.3 .35 (PATIO) REMARKS ------- DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS SHGC-0.32 (SL) / 0.32 (SH) / 0.34: TIO) ------- DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS U-FACTOR-0.40 (FRENCH DOOR) Signed.. signed.. SEE MANUFACTURER'S SPECIFICATION: PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS -FACTORS-0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) SHGC-0.40 (FRENCH DOOR) ENroactxENT ACENcx -FACTORS-0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) SHGC- 0.32 (SL) / 0.32 (SH) / 0.34 (EX) / 0.34 (PATIO) VALUES MUST MEET OR EXCEED DUAL PANE, NON-METAL WITH SPE SELECTIVE GLASS -SHGC-0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) SEE MANUFACTURER'S SPECIFICATION SHEET I U-FACTOR= 0.90 (FRENCH DOOR SEE MANUFACTURER'S SPECIFICATION SHEET DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS xier•... 4:,0 .. ,�„„� I.1� SHGC-0.40 (FRENCH DOOR) DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS U-FACTOR-0.68 (SKYLIGHT) agency.. HV VALUES MUST MEET OR EXCEED ,,. ' _ - DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS U-FACTOR= 0.40 (FRENCH DOOR) SHGC-0.67 (SKYLIGHT) Prone... U-FACTOR- 0.40 (FRENCH DOOR) SHGC=0.40 (FRENCH DOOR) SEE FENESTRATION DEFAULT U-FACTOR a SHGC TABLE ---- ELEVATION IS' TAKEN AS WORST GLAZING SCENARIO. SHGC-0.40 (FRENCH DOOR) VALUES MUST MEET OR EXCEED Signed.. y VALUES MUST MEET OR EXCEED ELEVATION 'A' TAKEN AS WORST CASE GLAZING AMR OVERHANGS. (dat•) ''%Prove; ELEVATION 'B' TAKEN AS WORST CASE GLAZING SCENARIO. ELEVATION 'B' TAKEN AS WORST CASE GLAZING SCENARIO. THESE CALCS INCLUDE THE SUITE OPTION. T-24 CONSOL SHEET 7407 Tam O'Shanter Drive,Suite 200 PAGE Stockton,CA 95210-3370 I of 2 (209)473-5000 FAX(209)474-0817 Energy Star Building Fast- Plan. Jwl FP AN 3 W/ FLEX P ENVELOPE:(Insulation R-Values) Roof(snit) 30 I Roof(at(ousts) 19 Well lEsterio,) 1] I e wan(Garage) 13 Kneew.n is CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR Fmor(abovegarage) 13 g aaa� ----------Wee�e�m---����--o--e-�= �e-e-------- Floor(eanliWear) iJ E{ Project Title.......... CANYON HILLS PA 21A Date..08/30/04 08:36:13 IrmBbretlon Test Required *...... " O Project Address........ PLAN 3 W/ FLEX --------------------- Sla n Grade Yes 1 Y Pa• Y ) r' LAKE ELSINORE-CZ SO *v6.01* I GLAZING:U-Factor:Dual Pane,Vinyl With S hall Selective Glass Documentation Author... JENNIFER WRIGHT ******* Building Permit# I Slider(horr)- 0.35 8 COOSOl I gilder(..)' O.Is 7407 Tam O'Shanter Dr Ste 200 Plan Check/ Date I Fired' 033 Patio• 0.35 Stockton, CA 05210 I I 209-474-8946 1 Field Check/ Date I FrancMDtaoors• as) $- Climate Zone........... 30 ---- ---------- --- (Non wl SpaeVally Selaetive Glass) x uptt --------Compliance Method...... MICROPA56 Vfi.Ol for 2001 Standards by ErteTComp, Inc. •SHGC-032(SL)10.32(SH)10.34(FX)10.34(PATIO)10.40(FRENCH DOOR) O E ., MICROPAS6 v6 O1 File-PCH213Xs Wth-CTZ10S92tlProgram FORM CF-1R-� I lNAC SYSTEM: Z i User#-MP0105 User-ConSol Run-PARDEE-PLAN 3 W/ FLEX 1 Fumaa.:AFUE 0.eo E1 b e ___________ ____________________________ Duct 420 F ___________________________ ________ DY<Insulation p- Sequined '; „ ct Testing ACCA Manual D Require 8 GENERAL INFORMATION t a-- b - --------- ---- --- "Requlns 3,d Party Inspection psi'.. Conditioned Floor Area..... 2614 s Building Type.............. Sin a d WATER HEATING: Nuild Cti font Oil t L C , Dlat bulion�ype SA al icc ing F Li ar rS W to lord to t 8 umber of Dwelling U t 1 T 0 ` .,, ^• + ; - ° b Number of Stories 2 N t Mlh s t 11 81 N t tied n a3 ih 5 1 H !C w evdlln hi n I 1 1 h t 1 1 I dd ti b I t II d vMh the t' H Y3 H dI I'/th Floor Constructt 4' Slab On Grade l the HVAC I nt I Hi b i the A/C �.. Glazing Perce ........ 0.35 # of floor area Ign it E 5t eo t e ` 9wda �#`, 1) ?!) " - .. Average G factor... 0.35 Btu/hr-sf-F I t er us me nou I I � Averaged SHGC 0.33 f Al Average g Heigh 8.9 ft MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFAR .. NN•tw.n.e,e.a.n1•bw mnD .N.11<1M a1•ndw.nw.1<PM.a m.•.m...en.np.M...am.«mp kn<•­0«ea. `� ` �^ `"-" Mm• uUMk )m u n r l by men•NryeM tom ante nau remeMs•tea en tn•GMacNe of e.m G SHELL INSULF ON Gmpl.� uvx en.on«kn.t.��wmeu nmm•p.m,ae«weem..u.A.wn.sues•na e.<pnaarw bra p•d•... �;; ... V.. " . ____ r^' mNmumeom pnM p•Mmwrce•P.<MCNlpneb MmeMNpry me•eure•vmNMrm•y en•Iwwn.beMan'nene tl.<um.M• S Componei Frame Cav heathing Assembly In1Mw=,.cn.<or nXN epplk•b.bpre•Whm cmpNM er•M•rWAMmt eppicebla Type R-vale alu 16 U-factor Location/COlbmenta nasoomaN puloxeR MlroacemaNr Wall R-13 R-13 0.088 Front Wall din fi - t b lee n N 19 a m x bn .nuaMielw�•kb.lea R-V•u• ® ' 2x6 Front Wall lmla)mil R13w.X WUINbn in weea mama w•n•or eyuM xn LLF•NwNmW11•m•wLe spa Left Wall, Back Wall e°we set. x r t'- a MI Imum Ri3n•ea bn in Ynm•a A<an x 2x6 Back Wall psMY aLb.da.mzoN.�W�n.�.e.emtkn m.ne anr.aMnom.w«erwpertnn.ml.•Ipn.r.np ww Right Wall u•,eN.n.d m.r.In.uhtlen.. .hnew..kalM• ra ronn x At Kneewall 4niv F recto«.Ereu«ome¢leea.e znea o .I wroumlw ak a Wall R-13 R-n/a R-13 0.085 Garage wall °' 2x6 fact <.nal n.w laMl wlM<.n e.d uc m««nlnwaawr N.0 .. 4 P '• Ga a d do �M WiM)Pw•x.•lMntd<.aaal elM•end •bell-deakea led•.N•d x Do' ood R-0 R-0 R-0 0.330 Entry Door r mdmP n CIImM n••14 end 18' WA •4k' a �o. •' Garage ROOT +1 8 111 beMer ln•1Nea to cam wM 131 meets C.mna.Npn wl •bMeM• WA I °< F1oorExt Wood R-13 R-n/a R-13 0.061 Above Garage 913d1•Cm.n,t on ay np.<..o«emM a,.App me<.•,ee sites.. 1&I m.epnn.ne romay, nb•pw new � Dr F1oorExt Wood R-13 R-n/a R-13 0.064 At Cantilever 1 acl«..bI.mNN ys.acts Roof Wood R-30 R-n/a R-30 0.031 Flat w/Attic , •m 1,I.A.1,d mP <omra x d Roof Wood R-19 -n/a R-19 0.047 At Furnace ]Ne earckueu.Mm .• niI +,p�.m w,wnm q Candmenin ebr atln • umwn n.tl M X S1abEdge None R-0 R-0 F2=0.760 To Outside 1ta NVAc u w.Lr M.Nn.n«..m.w.wee ia.au- •cam S1abEdge None R-0 R-0 F2-0.510 To Garage 1 I .Nn sever eeN u•a.kuN b.«a«a• ASNaAf a «.an. x __NEST______ 41630k Pl�mtlbMimul,N•n II• b M MI II •t x FENESTRATION 1. ano•act•.n,,i N.n nt•awm,nn.rsy.1 l...m«tact m..t e•..1.m.nv*+app.a..xn W INbnnWnnm male Wm•m.d nN•Anp••YR 13ayM.r In.uelect lR�«d«N«1 2 FI 31•N o1gPe•c pe«a le vwt•r M1•N•rl«k,n«x mdNMe•YN.NO Over- 36 k-up tenk.M•dar.Y•1•m unnr•a.iw•p•link•«pm«IMir«,nN ester lent new Rl] .dem,ln.0 Non.rR-lfi combines MmiuVManl vJN an. 0 Area U- Exterior hang/ 1.All bue•a«•epo.•eDpnan.uw•am.-aenng..coin.NnN e.t.r.YN•m•. -'4 e Orientation (sf) Factor SHGC Shading Fins Location/Comments MNIn <n..n a lnaM«nN wa.rnnk Wx n.uINW ___________________________ ______ ___ ___ _ - --------- - •1egmE Oucb«M Fee. z = Wind Front (N) 96.0 0.350 0.320 Standard Yes SLIDER/ VINYL/ SSGLZ 1.And«n Nd q.num.ln.t.n.a.oka.edb.ul•tw to m.Nm.naukm.MNm•lwe cmc seat«• WQ W Wind Left (E) 19.5 0.330 0.340 Standard Yes FIXED/VINYL/ SSGLZ w+Naw asl.na snea.Msa;eu<nm.0 Nw toamlNmum x.euw wl Naaz w.np asw.en«Wn _ e IIan W•pe<..OpMnD••M be e.eNa can moat,nP•..1815 ff p.is-1-1 s O Wind Left (E) 60.5 0.350 0.320 Standard None SLIDER/ VINYL/ SSGLZ mN m.N.m.eppl c.bk mdu«m.m.NUL tat ut tau w0.1e1e.nmoM or l.p.I.u.w<..•N Q W Wind Back (S) 122.0 0.350 0.320 Standard Yes SLIDER/ VINYL/ SSGLZ x.:.n.mm�e«l to�.ee Ira elm.•yka cenanl u.n eo Me..ne.. nerauan.r�lam.�ia M.l;lalrg cL - J N Wind Back (S) 18.0 0.330 0.340 Standard Yes FIXED/ VINYL/SSGLZ pamppn.nl..na naM...l.awnn<INFb«k nbb.r.en..M eu<1 t.p..um.«.vu t.p.l•u..a n (V LL W Door Back (S) 48.0 0.400 0.400 Standard No FRN DR/NON-MTL/SSGLZ wmueuan I'll-P<•eda- e,s 2 BUIHinp c•Mt a• DDed pl•Mrm•barMMm«d pknum•daAnM we<n•Wm•a wan maMNe d' Q i Q . fi> wind Back (3) 38.0 0.350 0.320 Standard None SLIDER/VINYL/ SSGLZ «Mr m.n.•..a.MN mN.sum e..M ar n.eml.dum.nu :^:U ar^eaewy ea<enedenu 0 Wind Right W 21.3 0.330 0.340 Standard Yea FIXED/VINYL SSGLZ N,rtemeea<.dt...ne.uppedvNb.m•m.r<em• alenµ..m.wPca 9 ( ) y w1n..na eN M w c.«.naaaon Nbm.n sum. la_ Wind Right IW) 26.0 0.350 0.320 Standard None SLIDER/VINYL/ SSGLZ 3�n..ee...m.cra..........ne awl..m.en.M ea.Mm man beak meMr N J ..Meumlw«uN«..van l.p..veabwmmnNkn wnn m«1a.m anw.ne.. J Z U •.s....be•Y-ner b•<k and«eukmdk aanP.n J SLAB SURFACES aenlny w W I ,' m«u.nv pwm.a aunpN. Z d _____________ aPrt onN ouNbn heulNlpn•MIMPmtedK tam aem,pe lee umnp 1M1N suew•w Idra, Area m,lNun,eau pm•M mWten•na•nd vena bN nN knHM kIM bIPW,rq Imo Non.kPeeeab (n W he-Hie..uMN•Mautaeer.•M<.•0 PmnmM by eNminum,•M•1 m•1.1 p•MM cenwe Z Slab Type (sf) «pl..eoc.wrcNul.rro.min.uNee.M MprN.<1.a...bow«PNM.awin.ceaesmNb } 0 W 0 _______________ w5,,NeM•M ma rwsee•Nev Ran..wnd Nkn that•o co••d ndNen el tn.mmeMl. x .. _ ______ 4tu Pad.naswN.Nmaar•lem.emEsupm.nt > F- Z a Standard Slab 1408 t ey .mnee.mn nfi m«mN NA w or 1-t wvm«pcaep..N eP In now, Q Z ID new..nu.e...MNkO•ne ne yM Ilgm � Q Q 2:pt«n b Lwten.d wan HVAC SYSTEMS Atlse.e ar NyP.MMa.nan.reM n«t•r ar nnu...pl«n..w9 f V IJ.I .I ____________ b.Cm r br outdoor-1.«.Nde«•pe.. + aO P.a .Pn•Nen Wd .munneu Refrigerant Tested ACCA .a • wylm.a«man np (n Y Equipment Minimum Charge and Duct Duct Duct Manual Thermostat t1s aces nPWprm an m.N.11«n.a emu. N•.w.pedw stew I•na..wan <tso alum wA } t ban ass-11 --Type----- Efficiency Airflow Location R-value Leakage D -Type __________ _______ ___________ ______________ ______ ____ 4t30P01.WMe,nebrde Ill mkd n.M M w.-e wan«.aeecy mag lurmm-erpnet« Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback -.1 sw ed kn<h«.lni•wn•m nnMing.nal b.pamnl.a ey..waen on.mallr•e<.a.bN In.... nNN«anh.nee R m.MnoMn X W ACSplit 10.00 SEER No Attic R-4.2 No No Setback f+nlakF Re<m•wnn..nmw pr Mmwb mu.ln„w.xner.tlxN pn.wm e.Mwan bmw wxk.e.a.<rm Z 40lumm.AVNt w3re•ur.waaMa N lne•menu lam.nam a.n.wme•Mammne•w tnh n•ulraneM (l.l ykeu In 1 k 'nd Irmod•owa r.cn.0 pN0 an M:n.euam< reM. X ANune WATER HEATING SYSTEMS AuOuenml COMPLIANCE - Number Tank External ---------------------- _ in Energy Size Insulation This certifieet.or nespli•...list.th.building featux•I and p.rfoxmanc. Tank Type Heater Type Distribution Type System Factor (gal) R-value ap*,lfLc ti*1:d.n..d.d to comply with Title-24. P•r i.ttata l end California C of Regulati....and the dwin ties a of en. _ ___________ ____ ___________________ ______ _ ______ ______ ---------- • t.gulatlena to implement cn.m. xni. tYlfleaea he,bell signed by tn. individual wiN Storage Gas Standard 1 0.60 50 R- n/a e. tall duign .aponuaibility. Men this certificate of -11..nc. L. Ask submittal for a single building plan w ba built in multiple erl.ntatlono, ** SPECIAL FEATURES AND MODELING ASSUMPTIONS an A.y shading ra.tuce that is varies la indiutad in the special P•atuxea Modeling aumpti...section. *** Items in this section should be documented on the plans, * ga.I.NE.or Oai g. COCUMEN 101I AOTNOR _ * installed to manufacturer and CEC specifications, and verified during plan check and field inspection. *** Name.... Name.... JENNIFER WRIGHT Company. PARDEE HOMES Company. ConBol This Sa a multiple orientation building with no orientation restrictions. Address. JOS00 WILSHIRE BVD#1900 Address. 7407 Tam O'Shanter Dr Ste 200 This printout is for the front facing North. LOS ANGELES CA 90024 Stockton, CA 95210 Phone... (310) 475-3525 Phone... 209-474-8446 REMARKS Live- / _ DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS Signed.. signed.. b v U-FACTORS-0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) 6MFORCliest.Areacy SHGC-0.32 (SL) / 0.32 (SH) / 0.34 (EX) / 0.34 (PATIO) SEE MANUFACTURER'S SPECIFICATION SHEET Sam..... EGO TStle... DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS Aq.ncy.. BY5. U-FACTOR� 0.90 (FRENCH DOOR) SHGC-0.40 (ERE NCH DOOR) VALUES MUST MEET OR EXCEED Signed.. y (dal.) ELEVATION 'B' TAKEN AS WORST CASE GLAZING SCENARIO. Ti,. �... On Y 10 T-24 flay O N gym,O L SHEET {;7407 Tam O'Shanter Drive,Suite 200 PAGE Stockton,CA 95210-3370 2 of 2 (209)473-5000 FAX(209)474-0817 I i Energy Sbr Bulidrg F--- Plan LAN I X ENV e ENVELOPE:Onculation R-Values) Roof(attic.) 30 - j Roof(at furnace) 19 • Wall(2.4 Emwiod 13 11 Wall(2.6 Ext»io') 73 Well(2.4 Gangs) 13 N .a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-lR Well(2A Garage) 13 ________w`===____ _________________ _ __ _aa==='=___------- - Kn.-1] 13 e444V�1 -- Infiltration Tart Required^ a _ Project Title.......... CANYON HILLS PA 21_A____ Date..12/17/09 11:29'29 Slab on Grade Yea Project Address........ PLAN 1X ******* --------------------- GLAZING:N-Fact.r:Duel Pane,Vinyl With Specvally SeleeNve Glees) LAKE ELSINORE-CZ 10 *v6.01* I ) Shd.,er(h(hor9• 0.35 Sder kna. Documentation Author... TONY MARTINEZ ******* I Building Permit # I FLed*Ve 00.3 .35 a ConSo1 ( I Pt.' 0.35 7407 Tam O'Shanter Dr Ste 200 I Plan Check / Date I Fre hD..n• 0.40 € N '. 1 I (Dual Para Nan metal with Spectrally Selective Glass) _ Stockton, CA 95210 Gleee Blode 0.57 IS,� ems# 209-474-8446 I Field Check/ Date ( (DuelP.ne Opaqu.)11 d r Climate Zone........... 10 �- -------------------- _ Y4 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. rFrr SYSTEM:: F 0.e0 Z W-------______----------------- ___-___________.___________ A/C:SEER 10.0 a I wengMICROPA86 v6.01 File-PCH211X Wth-CTZ10S92 Program-FORM CF-1R .Tei Rq.k d« 6 "i q • - I User#-MP0105 User-ConSol Run-PARDEE HOME PLAN 1X AccA M,nualD Required» ,k1 � -------------------------------------- ----- ------ -------------------- WATER HEATING: GENERAL INFORMATION » 50 gal EneD ear9Y tlon T $bra -_-_____ ibu Type lord Conditioned Floor Area 1 s'5 19 8 'SHGC-0.32(SL) 0.32(SH) 0.34(FK1/0.34(PATIO) 0.40(FRENCH DOOR)/0.67(GLASS BLOCp .rY Building Type...... 'ngle etached R and Pa I «t.r-7in7bmI aqv red rty neP Pi^9 Construction Type .... tv Not IODWinstaller mepeaion Onstallaton Cerl,ket.CF-6R)I.NQTrequrad. }:- ,x. -., ) x�` °' �• „9w Building Front Orients ardinal - N,E,S,W Notelfthe Speciral�SelecCr»coaturg za.plled on wrfice l3 tlro Solar Heat Coe(fdern will haveahl.hm value(more P•S.w,� £hf i $&nCr Number Of Dwelling,,. 1 I h tg )I d b it dmae thth roan aWa t3' d' I'(ylh p ' fra,Ere ff� ; „ S t ,gt 5ta p fi ti. d ay ImpacT.M¢i1YN4sgVlpment sekcnon b.mead d»A/c tonnaoo c ce the nefgy uu of Number of Stori ... 2 <n.h.unmaulnaeaae Floor Construe ype... ab On Grade MANDATORY MEASURES CHECKLIST: RESIDENTIAL MFAR i� Glazing Percents '.5 9 of floor area - • 4 ` '' .. • eneweMa wdre••uM•.Im<M1e SIaW.rde muN ead.nM».mrr.Pwm •ew alM.wrel.nce.ppown uaa - - -•+ ,µ,za^ '.... Average Glazing U", 0.37 Btu "..sf_S n.mem.dm.nnwwtM.k l9mw M•owneaea ry m.r.•tn,ee,e<,,,,pl.<. IYted wiM Cora a<mea .e :i pwma Was«1M1w M«Wl.t.ncapontm Mo tM pem�ndmumada tM lutu'a-m.nallMeavkam hyr»dlww Avgazing BH .. 0.36 mOi mM am cwnpenwe wdwm.nn.p«a<m.»vin.m,mmw m»•a..w,rMrtMr e..M».I.«m.n Wen.a«amen. ` Rv4a xeilin Hei ... 9. ' g 4 4 wpc.w.eoaw won oompmm w sass wA .n 1 •. •� BUILD H 'CATION Dle.IUM10t1 lor�t wroAcw�r g :. __ au n --------- 1 • MlMmum R-la eml I»Nwaa 'l Component Frame Cavity Sheath Total Assembly •4tmyak MlMmun Wbxea ewJrlen l'n vl.m e.mm wlu•agaraA UF.pwm vM. x 4. Type Type R-value R-value R-value U-factor Location/Comments dw.na• to»tma mw..an. z t ____________ _____ _ __- ____---- --_____ ______- ------------ -__________ '§1IKI(dJ MIN. altlm Rreu Mlan Avast«Waplm rme no P.m•r Iren. -nerwm ea.mi..»imene z " `"" '+d``• '.Wall W,-,od R 13 R-n/a R-13 0.088 Front Wall, Left Wall bai»m.ien.zum wm.aim m.rareJr«c.m aw MA t. ma<m. .m Yam "" . "r- 411et7F•�tnmlon Prmua.EHMwDeen,am mARrMNExlmrmw CerAM rc Back Wall, Right Wall "Deweedwrdo»name»ewmn e»d ea ar.a,dn wed.Pe.r ar wwalmrc rrlwkpa xy At Kneewall z F«wtrnwnN e.t.i».ep Amdem<mml nee.M wnn< lem usaaa.<mum sa.rfwtl own c»a< Iswc),ma».,r.noMa.mo". Wall Wood �'R-13 R-n/a R-13 0.085 Garage Wall aEmMadoa•�wmi�n..m ml am..m rMwn.o.•k.e ene.wlm. z 1 A III v .tea mlam.,�t.n.e tomw.uam le» Door:. Wood R-0 R-0 R-O 0.330 EntryaDoor 44a t Me-end-Ii Rn.:pk`w •"gym aw e' mob win „ wA tat metl•Cemml»Iw •1 .o Garage Door aoab.I,iM,«.,naamarara<a.ra • r' t Roof*' Wood R-30 R-n/a R-30 0.031 Flat w/ Attic eFw d.mpa.m.ad,� zww w eew of wee'"..m x Roof Wood R-19 R-n/a R-19 0.047 At Furnace net+c «aw:'.maw.a�,.m.m•.m Ate.e«nnm tM.aani»leas S1abEdge None R-0 R-0 F2=0.760 To Outside •^n'w«al I»*em«nm•em»<«e•'<•'.'mA6r,BAE 6nud+AaAw, S1abEdge None R-0 R-0 F2=0.510 To Garage a 11s+swr ww:rotb° �t�<i�m' wow• •ry •m'm. tsxeno-ciewtl•r Wean«.Lnm.am.r EneWF t I .a»osemwM«e.n.Ar n.».ernn N FENESTRATION »Jmer nacreml»bnm tM,m.n.m,re aRu e W rams -___________ &Ben 6elmrle rpw o M1em.r terA mmnclmulmre•rite»,YeJtlm lR�wp.ma) aBwkupbnM lw atla­no,.uMrtl atap.taM.er and iMl�•cl Fa wt•r bNa Mw R-1] i Over- wtemel eaul.tlona RlB ewrwnm NbmmM.mYl»ulnim 0 - a All WMd«»w.m ppro Ireu rm r r.tlwu m re•«am•aMe Y•r.r•rren•. Area U- Exterior hang/ aeealing•Yetem ppre Mloa tYY Flw = O aPI I»Jtlm etla.enwee .«neadkvenetnoteetmtmee tt Orientation (sf) Factor SHGC Shading Fins Location/Comments •4taamk a,a..,a F.» W ------ 1.All auc4.m penume l»trlm•»Im•m MWmmwm.r m.raannmW a1M 10aBOMO B«Rlon• W W ________________ _____ ______ ______ ________ _____ __________________ an.ea3,e.1.em5[eMW Ba;duae»Jmmba mnmum»bnm er a R42awN»m amply in ....m•»ca Opeare.•naM•umxlM matw,tape aa»a.»Iml w anad»I,we.'em", � � O Wind Front (N) 53.5 0.350 0.320 Standard Yes SNGL HNG / VINYL / SSGLZ tnr m..eaM.ppceder.wlwnax.au,e,u,mA eta......m»m«w.aamb..r Wind Front (N) 11.3 0.330 0.340 Standard Yes FIXED / VINYL / SSGLZ ea Nro•^ri m•"1q^°.-Inew�lmerm•mlc aM MMi».Labpe•IUIIMam BJldre Q j ... wwm Aa<wmvlro=«allerm.r Jelm.mm..ma aaa<I.Yma»wmmr a - N -� Wind Left (E) 45.0 0.350 0.320 Standard None SLIDER / VINYL / SSGLZ • wtalmn�wnaekwee.rmM.Mdumt«.urlw..u<nbP.l.u.mw N x W Wind Back (S) 66.0 0.350 0.320 Standard Yes SLIDER / VINYL / SSGLZ z.Jlmro<..n»euopen ptlrwm.amn,ne.n wpemm,.ap»aa«»tnwemwtn m<Mm Q - F- ease-r.wlm ahM mMm duct Madaawwedwn.M1m rwtMwm Mca»Ylro c<mmaaa Door Back (S) 48.0 0.350 0.340 Standard Yes PATIO DR / VINYL / SSGLZ rr.eJknro.mn»w.wPM ptlbim.mq<wnan ma.oa<n 1»wlm n<aal».m.aa>on 0 d Z -.. Door Back gwarr..n.l na M.wnaw.mle....weed am naa.ma.au am e»enM d_I. LL JQ (S) 48.0 0.400 0.400 Standard Yes FRNCH DR /NON-MTL/ SSGLZ a.wlm..m..ma aaa.vrwM tlm tn.k.emmo»M..nw na M.emeewm aan n«k aw,a J mM1wM duct teew unlw••ups tapes utl neanwnmbn mN mat.am dwM . F Wind Right (W) 16.5 0.330 0.390 Standard None FIXED / VINYL / SSGLZ aE.he-rar.r.twn.nee M.k arae.,enemmw a.mf.n (N0 sonar nM Mlre•r.tem..eMro<warcw,me.p«.n.»MM1a.Jarml.aw.dlr«.wows W J d () Wind Right (W) 20.0 0.570 0.670 Standard None GLASS BLOCK / OPAQUE mmw.IlvePwrme.mp.n. W � 1 Wind Right (W) 7.5 0.330 0.340 Standard Yes FIXED / VINYL / SSGLZ aP,a«leas al»am.n F.Jml«.MIIMaat«Im hen d.m .Ina.dre tMtmm.an yn, 2 = (,J ,I SLAB SURFACES mwe naer.h..1 be new.rw o�nd o�.m.-.I•o.Pam<tnwa���l�'�MeJ e..Mental t<•r.� N Z H W wpwle.enr.GJarwmN.ulrkm.nr Mgaeetmw•beewpWead a¢newmlrelM1re N 0 Area M«wwae.d ew.Mr wom.aana -inet.»«.. em1u 1M.-Imo z > 0 0 $t1r.Pad.M ape H.rre6Ymeme ene E<u wn.M 0. >- Z 1.SYN.mw<MIAm MmTB%tM�mel.ecw.Y.enea.xecM1 e.mMrpoa,egrtlire ln•Wcikne, Q QQ a Slab Type (sf)-- z sr.t.mi.iNeM.d-Ine."d nepa.... ---------------- ---- eAtlrla6'appebM..mAtlatlmMmabMun.aarMatlro U W w Otrnr m,wtdeol-e s aNtloend. Standard Slab 1671 APoa••bm raw eMMaW ww mm edaamwn am.•wwn wA W 4ltaow,rm<«trr wm«»«a nwbn,•p.Mr»wlmu a qp esw nne no HVAC SYSTEMS 1te ceamtl ..w-1 12 11 la Ex lom Nor.l•tlnd cook 1a<..wm la<1a0 Gam z U7 Y a - m.a• .Am eNam wA r JQ -___________ LI na M•.wna 41fpk)1 Wmi»Irr wr Pnenl.Mre In kne III M..I-ash en ea.-I.wn-wenar U' Refrigerant Tested ACCA Ma«w ewreln kn.nan Rd.tl«ael npdaP.ram Meaerelmey.eMan».rwelY.ecw w. 0: Equipment Minimum Charge and Duct Duct Duct Manual Thermostat NI .wma rei r.n.N-.e1.m...h x W 41sgkR� v-wen,.e pea ..1 --reI.-Ineennerm«ra Z Type Efficiency Airflow Location R-value Leakage D Type 'm'm• kcnmw•annmtltM<m,w�.•b1M,eemawnalMwmmn..btnNn,wnm.rt ..a l»mmwnM,«owed nmurw a.ro MualM�. x W AU1mbT Seel `gym Furnace 0.800 AFUE n/a Attic R-9.2 No NO Setback _ ACSplit 10.00 SEER NO Attic R-4.2 NO No Setback CQaPLIANCE STATEMENT WATER HEATING SYSTEMS This certificate of compliance lists the building features and performance • �'., --------------------- specifications needed to comply with Title-24, Parts 1 and 6 of the Number Tank External California Code of Regulations, and the administrative regulations to - in Energy Size Insulation implement them. This certificate he,been signed by the individual with - overall design responsibility. When th certificate compliance Hance is Tank Type Heater Type Distribution Type System Factor (gal) R-value submitted for s single building plan to bee built 1n multiple le orientations, ____________ ___________ ___________________ ______ ________ ______ ---------- any shading feature that is varied is indicated in the Special Features Storage Gas Standard 1 0.60 50 R- n/a Modeling Assumptions section. SPECIAL FEATURES AND MODELING ASSUMPTIONS DESIGNER or OWNER DOCUMENTATION AUTHOR • ----------------------------------------- Name.... Name.... TONY MARTINEZ Company. PARDEE HOMES Company. ConSol *** Items in this section should be documented on the plans, *** Address. 10000 WILSHIRE BLVD#1900 Address. 7407 Tam O'Shanter Dr Ste 200 *** installed to manufacturer and CEC specifications, and *** WE ANGELIS CA 90024 Stockton, cA 95210 verified during plan check and field inspection. *** Phone... (310) 475-3525 Phone... 209-474-8446 License. This is a multiple orientation building with no orientation restrictions. signed.. 6lgnsd.. n.-E This printout is for the front facing North. '.1,75,IhiC REMARKS ENFORCEMENT - ------ Name.... _T rtn _- DUAL PANE, VINYL WITH SPECTRALLY SELECTIVE GLASS Title... U-FACTORS w 0.35 (SL) / 0.35 (SH) / 0.33 (FX) / 0.35 (PATIO) Agency.. SHGC w 0.32 (SL) / 0.32 (SH) / 0.34 (FX) / 0.34 (PATIO) Phone... SEE MANUFACTURER'S SPECIFICATION SHEET Signed- ' '(datel DUAL PANE, NON-METAL WITH SPECTRALLY SELECTIVE GLASS U-FACTOR 0.40 (FRENCH DOOR) �1 SHGC m 0.40 (FRENCH DOOR) VALUES MUST MEET OR EXCEED (BE LOWER THAN) THOSE LISTED. DUAL PANE, OPAQUE T-24 U-FACTOR = 0.57 (GLASS BLOCK) �t SHEET SHGC - 0.67 (GLASS BLOCK) O 1"1 O L SEE FENESTRATION DEFAULT U-FACTOR 6 SHGC SHEET 7407 Tam O'Shanter Drive,Suite 200 PAGE ELEVATION 'C' TAKEN AS WORST CASE DUE TO GLAZING SCENARIO Stockton,CA 95210-3370 1 OF (209)473-5000 FAX(209)474-0817 i NOTES IeA„a�l�.o4 45-0' •r 7 INDICATES DROP IN 5LAB(SEE DETAIL) 21'-2" 4'-0" 914' 4'-0• W-W _ S 12'-O• STEEI L AND ADDITIONAL FOUNDATION ADDITIONAL EXPAN51VE SOIL REOUIREMENT WITH THE 501L5 REPORT. a a a a 210" 6" 410" 31-61 AA:PAD § i I sTo ATRi REFER TO STRUCTURAL oprlENGINEERING DRAWINGS AT FOR INFORMATION NOT II .4 D.4 a a as aaaaaaa AATRIUM a SHOWN HERE DR. 0 AT 4 qeT. ATRIUM DR FOR HARDSCAPE OPT, BAY WINDOW ,. II II INFORMATION REFER TO s LAN MASTER BEDROOM SCALE V1"- LANDSCAPE PLANS a 4 4 4 4 4 4 4 4 4 4 �___ I •r --•�•-- 12'i• tl PROVIDEfE OF ER C4-AT FO CONDUIT UNDER WATER U.05ET I I i sLAe FOR ISLAND COUNTAt 'I ELECTR1cAL _ I W\ q GONG. WATER LINE a s CDC+ t 00 O O nl._ O O s,o. 4 1 tt tt 4• R t p u q 1 r VENEER FOR PAD J PROVIDE TOE 6 N _ MASOWi'Y VENEER TYP. n `a Q I I p w I Z ? p L.TDE PIi6.rac 24'-T U"2• 20'-4 In' •p MA60NRY VQ•Rlt M. I'II• 4" 4• I'II' r- a 6�2• 3�2• 2'-f• 16'-2'R.O. 21; VARIES I3'-O• II'-4• 221-r `-J R z 45'-0• �YGLIN6 S d ��dGGG ry CENTER •Q -. g 11 AREA V ry I SLAB INTERFACE ADDENDUM C 8 �< x- $CALL.V1-1 C'" �J U REFER TO BASIC PLAN FOR 4'_2' � � NOTES,DIMENSIONS,AND HERE ¢Or WASTE AT GONG. INFORMATION NOT PIN WATER OLO5E'f m m p _JQ o II �cn tt 4 O 4 III N i.. ry 4 c-owl. r 1U a P 9a r O + PORGN WPe ww- v __ WALK w N l'll O .4 O POT-SIIELFcn 'LpRovirm FOD IN6 FOR O BO 8 m Y uu �_ A l'a W E �N = Ffa'p ac do z (� 0 f U } Y 1-1 U Y LL O11UU cn A` uj Q 9'-6' b'd' S'1' 6'-2' S'-2• 21S" Ib'-2' R.O. 2'-9' a < O A 12 J M U 4' 'i" 5L,- 'i• S'-II• 2'-3' 412- b• 40'•0' �`� 6'L co pW ap Y 2'-4" 814• 2'-4" 6'-2- S12' 2'-9' 16'-2"R.O. 2'-3" }CCCUCy O O I+T a In �V Jv SEE ADDENDA FOR PLAN <f 20'-b' OHAN6E PER ELEVATION. < g 45'-0• a ~� SLAB INTERFACE ADDENDUM SLAB INTERFACE PLAN A - SCALE 1/4"=I-O" _ ... , SCALE.1/1=I-O" REFER TO BASIC PLAN FOR NOTES,DIMENSION5,AND INFORMATION NOT 5HOM ao qy oz Z O rm U m O /'+ FLOOR PLAN NOTES _ B C D I 3q'CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.PANTRY.SEE INTERIOR ELEVATIONS. 3.30"SLIDE-IN RQ46E-OVEN COMBINATION W/BUILT-IN HOOD, LIGHT 4 FAN(VENT TO OVT51PE AIR.). I2b• I' 4.36"GOOKTOP Y'V METAL HOOD W/LIGHT 0 PAN (VENT TO OUTSIDE AIR). Z'-0' D'-0" 2'-0" �.,36"COOKTOP W/DOWNDRAFT FAN(VENT TO OUTSIDE AIR.). a a a a 6.W.COOKTOP(DROP-IN)W/METAL HOOD W/LIGHT♦FAN (V 4'-0" 4'-0' , ENT TO OUTSIDE AIR)YV 30"BUILT-IN OVEN(B NV ELO . -/.30"OPT.DOUBLE OVER/MICKOWAVE OVEN a.BUILT-IN MICROWAVE. _ _____ _________ _ q.OPTIORAL TRASH COMPACTOR- bO56 SL. //- ----- -----+-.;` 10.OPTIONAL RECYCLE 81N. - ------------DH `-�- ---60.0 K.4EL.-01�--- -yy---- - 7'-4t- 11, S'-O"T16/SHOVeR W/WATER RESISTANT WAINSCOT TO 12" _ 6056 9L. bL.DR Taw, // STD SLn // ABOVE DRAIN U.N.O.PROVIDE 5HOY'EER CURTAIN ROD U.N.O. 'OPT. SL 12. T AN.SEE PLAN FOR SIZE. I ABOVE DRAIN NUWER P 2000 6 OL ",��1xpr yC�' • • ---LV - % '. �•E��I _ y O I \Vie SIDEDLITE RT'IP� `1[/ SIDEDLITZ TEMP. �� '� O I 13.FIBER SNOY�12 UNIT.SCE PLAN POR SIZE. ifl �" I I OPT. '-��' NV 51 E LITEI 14.60"X 42"OVAL TUB NV CERAMIC TILE WAINSCOT.PROVIDE GREAT ROOM DPI T'" MOTOR ACCESS PANEL AT OPTIONAL SPA/ Ce-ESSM PANEL. ry q'-I'cLb. BATHTUBS.VERIFY SIZE AND LOCATION OF ACCESS PANEL. INING / I I5.SHATTERPROOF SLA55 SHOYER ENCLOSURE. OPT DEN MASTER I 6.5HCN IIOR SEAT, SEE PLAN FOR ELIEVATIONS. 1�• Y�/ I I = BEDROOM I o E '••_ y,_I. Ia.(5)152UALLY SPACED SHELVES.�`.(� O I I n O Iq.FAL.B'VENT TO OUTSIDE AIRBE M I ;� 20.W/H D'VENT TO OUTSIDE AIR 2 1.PROVIDE A 19•N16H AD.PLATFORM FOR"OR FA.U.PROVIDE COMBUSTION AIR.TOP AND BOTTOM AND RETURri AIR 6RILLS OROPT. B,4Y lUINDOlU D 6 0" S-0' 4 6' S 4• 1'-0• 1'-10 5'4' S S'-10' IF rT AS 9HONM A HEATING PLAN A9 R VIDPAR PAL.ONLY.I � IF FAL.AND WM ARE SIDE BY SIDE PROVIDE A"T"PLUNGING'._2. I-0''� I FUSE IN rrAT F.S.AND A (VERso IGOMBO.8'VENT CONNECTION FOR DEL. a a a a a a a _ O6.1 --_ y +S5 4 Tp,'-10' a�"I� it p 29.9"VIA.•BUMPER PIPE "H16H P MIN. G2"EMBEDMENT. VENT. 1 - 7� r 24.TEMPERATURE PRESSURE RELIEF VALVE. I j I 3o SI ry -t Za6D I 7 fl 25.14'x 6'6ARASE EXHAUST VENT,SCREENED AND LOUVERED. ry I 1 SO ry 26.DRYER VENT(MAX.14 Nt.LENGTH INGL.UDIN6(2)90 DE61REE ELBOWS.PER C.ML.504.3. __ _____ - ry 0 y.f p. __ 2,.PROVIDE WATER 4 WATTE FOR WA5HER ` F _ 1 p I 2H.6A5 DRYERS INSTALLED IN A SARA6E MUST BE ELEVATED 50 y b p� oW m 15 / THAT PILOTS,5A]TGHE5,BURNER5 AND HEATING ELEMENTS ARE w I I /WALK IN I A MININ4UM OP IH'ABOVE T}IL FLOOR LEVEL. M p - j- 29.PROVIDE SMITTY PAN Al DRAIN BENEATH WASHER. x [ U Iq I /�.___�'R'•C'LG -- ! 30.2xb STUD WALL. w 11'0• I!'-•• T KITCHEN 31 .POW WALL.SEE PLAN FOR HEIGHT. Q�1 I 9'-I'GL6. 74 ` 1 M BA H y A 32.BALLOON PRAM®WALLS.5R�9TRUGTi1RAL PRAMINb PLANS, >AH D'1 \ 0 TO ,Z• Q ry I //< 55 246o sa 9'-1'GL.6., 24 I r 33.PLUMSIN6 WASTE DROP FROM ABOVE. a Sb' 5v ry I I \ 3 ,4� T M 11__�a 4 D' I f 1.5 34.22"X 30"ATTIC AGCES5 PANEL PER G.B.G.1505.1. ` C L5 � ., - ry D-4 p 9 14 35 CIE 30 X 50"ATTIC ACCESS PAtIEL. (OR PER A C.M.C. C 9�'PROVIDE FUEL 6As,LIGHT AND SWITCH. 136.METAL FIREPLACE.9EE MANUFACTURES SPECIFICATIONS FOR p b PAUSED HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. PROVIDE F.O.AND KEY. PROVIDE 6LAS5 ENCLOSURE. `d 3?.APPLIANCE FIREPLACE.PROVIDE F.&.(VERIFY IS VENT EXITING 4i PANTRY AND TERMINATON REQUIREMENT5)XXXXX 605E SL` 9'-1•CL6. \ 24 3b.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAN). O N / q ID 2 F 21 3o N 39.NEWEL POST. - O Fl -10' '.a• 4'-2• - I 40.36"HI6H GUARDRAIL PERC.B.C.50q. 2 g 41.34'-36'HIGH HANDRAIL ABOVE N05INS PER C.BL.10033.3.6 40 u1• 42.LINE OF SYNTHETIC 5TONE VENEER,SEE ELEVATION. 'QI DEN �' .,.;k 43.SLAB INTER-AAGRe PLAN FOR SEE ELEVATION P'�T.S.RETURN DIMENSIONS.IE BEDROOM 2 44.LINE OF•]"WAINI9GOT.5�ELEVATION FOR NEI6HT. 45.LINE I WRPAC0T AN FOR SEE RE INFORMATION, FORTIO NEI6MT.9� to J p � I I'-," Z • I'-7' 2'!• F. 5'-4• 2'-4' 101-6• I SLAB INTLRPAGE PLAN POR MORE INFORMATION. T'-10'LAI 1 - I 46.PROVIDE -HOUR US FAIRE BLE PEPS IV IG NSTTRU--IIOV UNDER STAIRS AT ENCLOSEDlo'-D• 9'_1•GLb' D'-0' _ _ I 41.LINE OF CRIPPLE WALL ABOVE. * ,_1• MASTER T I 5�6" 1'-H' 6 7'-0• r1�„: 6 4'- b• 46.FLAT SOFFIT.5EE PLAN FOR HE16W OR DETAIL. TO -Z' p 4q.ARCHED SOFFIT.SEE PLAN FOR HEI64T OR DETAIL. " " I ! 50.LINE OF FLOOR ABOVE. 4• 4a 3o' BEDROOM I „ t „ I HA. I 51.SHELF.SEE PLAN FOR HEIGHT. 0o 52.OLA56 BLOCK. ry r 1 O 53.DUCT CHASE.VERIFY W/H.VAL.DRAWINGS. --- b I WALK IN II L n EN RY a / I \ I LUMINOUS LL rr -I / \ 54.SEE UTREC�ILI�tt PLAN FORGEIADDITIONAL IONFORMATION. 912E AND g Ia d°o 0 OR 9'-r cLe. 0 / \ I 62 5-3.LIME OF DCGORATIVE PORCH RAILING.SEE ELEVATION. $ • 3'-10• 4-4• 2'-4• I - ___�, ? 4D / GARAGE \ rt ,G SHELF f POLE 1 _ • / \ I 56.TOP OF EXTERIOR BALCONY SUARMAIL.SEE ELEV.r GUARDRAIL SHALL NOT BE LESS THAN 36'IN �SPEC.LINE OF -00t c•�i ao p II'-0• / r _ ]ICH OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ANORNAI�NTAL PATTERN SUCH THAT A_..._.Q 4'IN DIAMETER\ CANNOT PASS THRO kSH.PERR G.D.G.5093. 7-i4IL / \ I 57.PROVIDE DECK DRAINYS)W OVERFLOW.PROVIDE BUILT 1P `/ \ DECKING MATERIAL BEHIND DRAIN(5)90 TO DIVERT WATER4 E_6O / � I \ xAWAY FROM CORNIER(5)• 1 x/ r \ I Sa.16"TOM'BAR-HET.54"ABOVE PIN.PLR. JQ 16070 SECTI 6ARA6E DOOR 59.24"TOY'1EL DAR-HET.54"ABOVE PIN.PLR. n _j/ \ I 60.TOILET PAPER HOLDER-HST 24'ABOVE PIN.PLR `•'�LL Z Lov Z F ri bl .110V OVTLET FOR IRRIGATION CLOCK. S.H. \ 62.6A9 METER LOCATION.SEE SLAB INTERFACE PLAN. OPTIONAL DEN BEDROOM 3 h - - n rt F 64.2 OPEN 15"DP.SHELVES STANDARD.OPTAW L DP.CABINET. _ 65.INSTALL COMFORT WISE/ENERBY STAR BRASS PLA.3JE 9'-I'G b. SCALE V4"=I'-O^ I 4 I a I - - - � - - - ---- ABOVE LIGHT SYUTGN. s m 1 v 4 - ---i ---1---------- 4 GENERAL PLAN NOTES I I o II. b INI $ I 49 'a I.ALL INTERIOR DOORS TO BE HOLLOW GORE 13/9"THK.U.N��,z+�o+ < 0. In Iow � (See PLAN FOR SIZW.AT DOUBLE INTERIOR DOOR CONDITIONS 8N, LLLV. PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. CV 2.ALL GARAGE SERVICE DOORS TO BE HOLLOW CORE 13/O" pG-(Fj W Z TF THICK EXTERIOR GRADE.(510 PLAN FOR SIZE). 5050'5•'f a.ALL HOUSE TO GARAGE DOORS TO BE SOLID GORE 1 5/5"THK. RL Q Q J SELF GLO51NL6 AMP TIGHT FITTING OR A SELF CLOSING,TIGHT- 0 0 FITTNI6 DOOR HAVING A FIRE-PROTECTION RATING,OF NOT LE55 W m 6' THAN 20 MINUTES WHEN TESTED.(SEE PLAN FOR SIZE) T IL '^ J OPT.6000 SL. eoao d..GL.DR _ FOR p Q c J J 6L.DR TEMP. TENT!) H `"\� 4.ALL ENTRY DOORS TO BE SOLID GORE 19/4'THICK.(5�PLAN /�` C D TOP AND BOTTOM DOUBLE ENTRY DOOR DOOR. VIDE DEADBOLT AT yJ N --- --- t W E 5.ALL E LAN OR FRENCH DOORS TO BE SOLID GORE 13/4°TNIGK 0.0. 0 0 Z (SEE PLAN FAR SIZE).AT DOUBLE FRENCH DOOR PROVIDE }O J O) O DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. IlNf 2 O m 6'-6" 3'-10• I'-11• 4'-3• 6• 4'-2• 6.BUILDER SHALL VERIFY Yt)WINDOW MANUFACTURER THAT ALL = Z ESCAPE OR RESCUE WINIDOW5 SHALL HAVE A MINIMUM NET CLEAR � w U C. OPENABLE AREA 01 5.1 5OUARL PELT.THE MINIMUM CLEAR U /I) (D =w� a 10'-4' 2'-D" b'-2" S'-Z' 2'-a' Ib'-2'R.O. 2'-S" OPERABLE HEI&HT DIMENSION SHALL BE 24 INCHES.THE MINIMUM LL �� V/ W N M DEN NET CLEAR OPERABLE WIDTH DIMENSION SHALL BE 20 INCHES ylU�` O J I 9'-1•G1A. 13'-0' II'-4' 20'-D' AND HAVE A FINISHED 51"HE16HT NOT MORE THAN 44 INCHES �Q1 Y�0.,'��'j' J u n ABOVE THE FLOOR.(PER CBL.310.4),A5 INDICATED BY(+).` WINVONl4 NOT MEETIN5 THESE REQUIREMENTS SHALL BE pRy`>11, L•� GREAT MASTER 45`O' BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.J ul 2F= V o o Q ROOM BEDROOM < }� 1'-1'GLb. q'-1"GL6. s FLOOR PLAN A SQ, FOOTAGE STD. PLAN SCALE I/4"=I'-7- PROVIDE A I-HOUR FIRE RATED OCQIPANGY FLOOR PLAN hr 5E'ARATION BETIEEN OML.LINIG ANIP GARAOC AS ANDA5LC 5-5RED F THECALIFFORNA L"INS EXPANDED GARAGE 431 _-_ CODE FOR GROUP R VIV1510H 3 AND SROUP U .,... .... -'- ,. DIVISION I OGGUPANGIEG. ----- STRUCTURAL MEMBERS SUPPORTINI6 HORIZONTAL SQ. FOOTAGE W/ OPT, OCCUPANCY SEPARATION SHALL COMPLY WITH SECTION 302.2 OF CALIFORNIA BUILDING GORE. BAY AT M. BEDRM. - .2o er, ;,se o a s SEE ADDENDA FOR PLAN FLOOR PLAN CHANGE PER ELEVATION. NOTE,FINISHEDSQUARE FOOTAGE CALCULATIONS OPTIONAL DEN INDICATES EXTENT OF POT5HELF OR FOR THIS NOON YERE MADE BASED ON PLAN x O DIMENSIONS ONLY AND MAY VARY FROM THE ro u cA WITH STANDARD FULL WALLS AND DOOR SCALE V4^=I'-o^ COFFERED GL6.Sff FINISHED SQUARE T-OOTAfiE OF THE HOUSE AS BUILT, PLAN POR HEI6HT(5). UTILITY LEGEND -f,}- SURFACE MOUNTED CEILINS LIGHT FIXTURE bneio� l RECESSED LIGHT FIXTURE X HANSINS L16HT FIXTURE a a a a \ VP, RECESSED LI—T FIXTURE W/VAPORPROOF LENS \ COVER. (6FCI AT HYDROMASSA6E BATHTUBS) /VGvn _ WALL MOUNTED L16HT FIXTURE / LOCATION / __________ -.`♦ \ TT 22", DISGONVECT \ W.P. / WALL MOUNTED SCONCE LIGHT +84" SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER M1-- r111oT 1� i �.�-I' I� /i/ UNDER CABINET LIGHT FIXTURE AT OPT. 5L.&L.PR`.,i / EAVE FLUSH MOUNTED STAIR TREAD LIGHT. aaaa a a a a a a a LORT HOLIDAY - - DINING SECE RECESSED CONTROLLED HP EXHAUST FAN, TV. I OPT. DEN MASTER _ RECESSED COMBINATION LI6HT/EXHAUST FAN, n \ ` — ' BEDROOM SWITCH CONTROLLED A MASTER \ GREAT ROOM - BEDROOM --=:! \. I RECESSED COMBINATION EXHAU5T FAN/HEATER SWITCH CONTROLLED k \ P�bbH. � 110`J DLLPLEX GOMJEfl1£klL.rc REGEYTAGLE 6� \ 220 240V 51NbLE CONVENIENCE RECEPTACLE 1 OPT. BAY WINDOW ! \� aaaa aaaaaaa ; SCALE.1/1"-I'-O" ! _' �. =erz 1/2 12OV DUPLEX cow ENIENGE REGEPTAGLE, - I1 _\ \ I j j® "\' �• HOT SWITCH CONTROLLED,1/2 HOT '\ ; �T 20V QUADPLEX GONVENIENGE RECEPTACLE, IZOV, G DUPLEX GONVENIENGE RECEPTACLE BELOW N� i 111M0TAt (INCL.INSIDE CABINET OR ABOVE AT EILIN6). O k Q 2 j/ '\ / \ //-/ �'\ \.� I. \ "�' V.P $ V•P. 120V,WEATHERPRoOF DUPLEX CONVENIew. - - /1 ` 3 FLUDR j / r 1�. -. \ RECEPTACLE o 10 I MATH 1/ L / „k,_Pt_uoR• \ , �� a 120V,GROUND FAULT G ZUPTE DUPLEX CONVENIENCE RECEPrACLE ff ff GAQ LIH+IiIN! ry"GGT.STNIT b' �' SS Q{ OPT• __ I / WgLI� I I WP. 120V,WEATHERPROOF b.F.G.I.DUPLEX CONVENIENCE d a GL08ETN ._ RECEPTACLE 'O W.P. �--� H5. DEDICATED H16H 5PEM PHONE OVTLET a / — PH. " PANTRY _ ___ - +qg^ _ 120V FLOOR TYPE DUPLEX RECEPTACLE,W/GOVER V •�s84'"� ` ION \ • - _._.. ,_- —_—— ... �,. O SINGLE POLE LIGHT SWITCH THREE-WAY L16HT SWITCH Y DEN Y \ +54" 44 FOUR-WAY LIGHT SWITCH BEDROOM .�} OPT \. 1 N( _730V. T _ ---ti D W/� SINGLE POLE LIGHT SWITCH DIMMER CONTROL \ I LAU 1 , 1 \\ PH, TELEPHONE JACK p \ —�—. --I----- / \ +-� TV. TELEVISION ANTENNA/GABLE JACK \ MASTER / / / \ PUSH BUTTON POR DOOR CHIMES OR 6ARA&E \\ BEDROOM N' LJ -�� I. j AT CL . \ STUB OUT DOOR OPENER \ FOR 6AS METER RY 111 I 70*0 DOOR CHIMES GL I 05 7' \ I '. ATIOH SOX o WApL1C�INN / p I I THERMOSTAT,VERIFY LOCATION WITH HEATING L \ Y I HALL 1 I I BETY'�N rNB STUD AG LAYOUT GARAGE r SAY FOR T.V.A4V r� _ GABLE Ib W X SO"H _ O JUNCTION BOX,WITH COVER OR ADAPTOR AS TO I - 1.X b"D REQUIRED Q x U uWOR �. - I AGE PANEL I OS SMOKE ALARM,ICBO APPROVED,GEILIN& — IL..... .. -- --- / A.\ ro I MOUNTED,HARD WIRED AND W/BATTERY BACKUP <� WP. � PTiRI6ATON I O CEILING FAN JUNCTION BOX,WITH COVER OR c ADAPTOR AS REQUIRED M R3• ,a; N p - BEDROOM — — LIGHTED ADDRESS SIGN(VISIBLEPHOTOCELL. FROM STREET) DEN gp OPTIONAL L/L N I Ip (LOW VOLTA6FJ TIED TO PHOTOCELL. 3 I - C r --------------- I-© L SCALE:1/4"•1`0" /" A VACUUM LOCATION. } OPT. IGHTS F I43T i I OPT LIGHTS'\, W/PryIOTO CELL DEDICATED CIRCUIT FOR VACUUM SYSTEM UNDER I' A PHOTO CELL ` /' AT.. L VG 20 AMP.MIN. }W a Q EAVE Z FOR HOLIDAY N. i AT rb4"L awl/1\ �_�`_ '•�, I --)A <_p LIGHTS I \��-'j'~ "—�—�—'— � SECURITY SYSTEM MASTER UNIT Fa" N I SEE ELEVATIONS FOR EXACT / FA F L NODRAIN TED (FD)OR AREA DRAIN(A Q D), d}o'F Z I LOCATION O LIGHTED / IL QpQ O CD \ ADDRESS SIGN. / O ROOF DRAIN(RD) O p rn U) __ _,\. \ MAYV T�IARY SEE ELEVATION OR AND PORCH LI&HTIN& / He HOSE BIB SS(HIS) 'S'0 J VJ FLOOR ADDENDA. / F-d W �a soyNIO'�E BIB WITH SHUT OFF VALVE MS/90Y7 21�m1m1 Q O O th 1D III �y� —. / FUEL 6AS OUTLET(PS) LL 0 cc O )rn ++ Q V T OgF1 I 2 wUN Z DEN — LOOSE KEY VALVE(KEY) NNr (n 'L Q Ld In WATER STUB OUT FOR FOR ICE MAKER ail, >>»y IU< cn Vie// L� I V \ —._.—.—._ •c�`-���� SURPAGE MOUNTED FLUORESCENT Y�j IU LLlpI yW �Ye �r LIGHT FIXTURE p'mwz O v 3 Z'� Q ^'----=.+ -mQw V Sao Y r MASTER GENERAL PLAN NOTES: ; a on Q \. BEDROOM L NIBONANIGAL VENTILATION FOR TOILET GOMPARTWNT:5/ C. I \ BATHROOMS SHALL BE CAPABLE OF FROVIDINb 5 AIR H IyU CHANSE5 PER HOUR. G.5.6.1203.3 Far PH `\\ 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW PREVENTION DEVICE AT A}L.,HODE SIBBS. 603 4 a Yp C. HO I� I I 9 HOT I 1 0 3. SMOWER3 AND T1BBHOPCR- OM LI_BINATION9 SNA BE � � Ip F; PROVIDED At/INDMOUAL CONTROL VALVES OF THE PRESSURE BALANGEIOR THE THERMOSTATIC.MIXING VALVE 7YPE. :P G 43'0.1 1 4. ALL BRANCH CIRCUITS THAT 5UI°PLY I25-VOLT,SINGLE PHASE -0 o z UTILITY PLAN (b NEW FLUORESCENT CANS BY LITHONIA LI6HTIN6(GKP-62)WITH 15 AND 20-AMPERE CUTLETS INSTALLED IN DYELL4N6 UNT O SMOOTH WHITE TRIM KIT AND 3000KELVIN 6E BULBS.AT BEDROOMS SHALL BE PROT50TZD'13Y AN ARC.-FAULT CIRCUIT X 3 rr '„CALF V1 1'-O" ICITGHEN AND BATH. co INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE TT \ / BRANCH CIRCUIT. v.E.G.210.12 O V T�x N O P T I O N�t L DEN PROVIDE GAT 5 PHONE WIRING AND R6 6 COAX.GABLE TOR 5. PROVIDE 25'-0'LONG 04 REEAR FOR GABLE/PHONE AND 20'-0" C, T.V. LONG COPPER FOR ELECTRICAL&ROUND PER C.P.G.SEC.250,51 cLC. z' `1y r SCALE:1/4"-1'-0- O U W i INTERIOR ELEVATION NOTES I. KITCHEN SINK WITH GARBAGE DISPOSAL. n 2. VEGETABLE SINK. 3. REFRIGERATOR SPACE. 4. So'SLIDE-IN RANGE-OVEN COMBINATION W/BUILT-IN HOOD, 5. LIGHT t FAN(VENT TO OUTSIDE AIR). 8, 30"MICRO/HOOD COMBO.(VENT TO OUTSIDE Ally. BUILT-IN OVEN. 6. DISHWASHER SPACE. -1 XX" a a a a 2' 12" 12' 12" .1. TRASH COMPACTOR SPACE. 1 1 Zw 29 2W I O. RECYCLE BIN SPACE. I I . WARMING DRAWER SPACE. 2. CABINET DOORS WITH GLASS. 3. TOP AND SPLASH. 14. TOE SPACE. (SEE ELEV.FOR HEIGHT). 15. SOFFIT.(SEE ELEVATION FOR DEPTH) 16. WINDOW. 1 T. WINE COOLER SPACE. 9 - INSCO ZOO. TILE YYIAAIINSSCC T, aaaa a a a a a a a ry ;Q ry ;4 21 . MEDICINE CABINET. jp A NO 23. MIRROR(SEE ELEVATION FOR HT) - - 29. VANITY 9PAGE. 1 12 24. SHATERPROOF ENCLOSURE. 12 ;Q 12 4 12 IT 25. CURTAIN ROD. 26. BANJO TOP AND-.A... 7 27. UNDER COUNTER REFRIGERATIO SPACE. �J )_�>=� ! ) �)_��� --4--'�l 0 L�>=a�-I L�L� D 0 QQ 777 t 28. BASE CABINET.(SEEELEVATION FOR DEPTH) 2q UPPER CABINET.(SEE ELEVATION FOR DEPTH) �� �� IiC]�—il�� B E m 310. DESK KNEE SPALENCT.(S>g LLLVATIGN TGR T DZPH) 32. LAUNDRY SINK. aaaa aaaaaaa _ 33. VENTILATED SHELF AND POLE. 34. NET-BAR SINK. OPTIONAL 13 28 6'CLR STANDARD 13 28 2-0 GLR 28 13 3'-3' GLR FRONT _— 2'OCLR 35. WINe RACK. 4" 24' VERIFY 4• 24• VERIFY 24' 4" VB21fY Fy 28 1' 361. SMBUILTTY PAN.SHELVES. 24' 4' '. 38. OPTIONAL GLASS BLOCK. ' KITCHEN ISLAND � NOTES: =a CABINET DRAWINGS ARE FOR SCEHMATIC USE ONLY PEFER TO g BUILDER SPECIFICATIONS AND SHOP DRAWINGS BY CABINET w FFF666777 j MANUFACTURER FOR FURTHER INFORMATION. VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE ` q MATERIALS WITH THE FIREPLACE CHOSEN BY TIE BUILDER AT THE TIME CONSTRUCTION/INSTALLATION. 'O q IS" Opr• 12" 2W 2W � lU� I I I I I I j j I PAINT GRADE �-r-r-r-r-r 15 p - I 11 II j� j WOOD MANTEL „ T ~ CERAMIC TILE MEDIA Ih3-p•IF �� 11 I n 11 1 NIOHE 21 12 2 Y _i =-------------- .O 11 1-0' 16 th 19 �_r- IS r-r t 12 in 4 - im In -�• ---•�-----+ 4 12 32 z p 4 z z � ,_.p in 1 � i 1 1 � i 1 C�C�� 36• z 0 S LLI� r----� 12'-6'MIN. 4 `�// I \�// BOX Q O F uj D m 1 F=_ I w PANEL ry Q� o 13 8 19 28 13 19 28 4" 21' 21, 4" 4" 24" 3 + 1 J F C4 d MA5TER BATH BATH 2 LAUNDRY FIREPLACE ELEVATION ��T 9[;s7 SCALE:3/8"a I'-O" Z cV x F ri NOTE: MOUNT ALL 5HOkNER HEADS AT '76" HT. ABOVE TUB/SHOYVER PAN. (DRAIN INLET) $ Q N o d oo Y cn Ld _J 91 $ W � 0� _ z a o 0 >0 O S cn WC)N 065 CZ 0Z d _ UccCC) < { a '0il ES, ,•ro OOpCC6JR 9 f tlll ;o p $ JI9 N q .. "9 ,. �F ry v o x m ■ x o r m �m D SECTION NOTES �o"aoz 12 1212 FASCIA BOARD,SEE ELEVATION. 4 I T/P. .'y- 14 5.BARGE BOARD. ELEVATION. 5. EXPOS® T RAFTER TAILS. 4.ROOPIN6 MATERIAL,REFER TO ROOF PLAN NOTES. S.ROOF SHEATHING. 6.DESIGNED WOOD ROOF TRUSSES. T.HEEL.STAND TRUSSES. a a a a 42 5.61ROER TRUSS. TOP PLT. TOP PLT. I q 2X ROOF RAFTERS. O..2X ROOF JOISTS. I I .2X CEILING JOISTS. 12.RIDGE BOARD/BEAM. I S..FLUSH BEAM. GARAGE I4.DROPPED BEAM. I S.HEADER PROVIDE A I-HOUR FIRE RATED OCCL PANCY I b.IX OVER 2X TOP PLATE AT NON-BEARING WALL. MASTER lU/C M BATH 5SARATION BETYEHJ DNELLING AND BARA&M T.DOUBLE 2X TOP PLATE AT EXTERIOR!BEARING WALLS. v AS REQUIRED PER SECTION 302.4(EXCEPTION 3) C IS.2X FLOOR JOISTS. AND FORAMLE RO R. DI ISIONCALI 5RNIA BUILDING a a a a a a a a a a a BEDROOM CODE FOR GROUP R DIVISION 3 AND GROUP U 9.DESIGNED FLOOR TRUSSES. DIVISION I OCCUPANCIES. 20.FLOOR 5HEATHIN6. - STRUCTURAL MEMBERS SUPPORTING HORIZONTAL 1i 21 G.I.FLA5HIN6.(ROOF TO WALL) OCCUPANCY SEPARATION SHALL COMPLY WI- i 2 2.b.l.FLASH)N6 AND SADDLE/CRICKET. SECTION 502.2 OF CALIFORNIA BUILDING CODE. 23.EXPOSED BEAM. IN.FLR T.O.O. 24.2X SOLE PLATE. 25.2X P.TD.P.SILL PLATE. IV 26.2X4 STUDS. - 27.2X4 CRIPPLES. 28.2X CEILING FURRING. S E C T I O N D 3 .2X STUDS. 30.2x6 STUDS. aW SCALE:1/41 P-O• a PONY WALL.SEE PLAN FOR HEIGHT. ®a a s a a a a a a a 52.BALLOON FRAMED WALLS.SEE 5TRUCTURAL FRAMING PLANS, i 5TRUCTURAL CALCULATIONS AND GENERAL NOTES. a S.O�9 .16"O.G. _ 94:PLYV'IOOD TREADS AND RISERS. �12 12 35.WINDER STAIR FRAMING NV PLYWOOD TREADS. 4 1 7Yp, M.�4 36.RIP 2X DECK JOISTS FOR 1/4"PER FOOT SLOPE. 1 3-1.ELASTOMERIG DE0KIN6 OVER PLYWOOD SUBFLOOR. _ INSTALLED TO MANUFACTURER`S SPECIFICATIONS. TOP PLT. 38 2X "NAIL To DECKING. N AT PORCH 3 9 CONCRETE FLOOR SLAB. w - 40.36"HI6H 6U R ANDAIL PER G.B.G.504. O g 4 1.34"-38'HIGH HANDRAIL ABOVE NOSIN6 PER G.B.G.10033.3b. w� ❑ TOP PLT. TOP PLT. .....,: .... - ... TOP PLT. 42.FIBERBATT INSULATION-SEE ENERGY COMPLIANCE SHEET. 0 q CC�33 AT ENTRY jr43.EXTERIOR FINISH,REFER TO ELEVATIONS. 44.EXTERIOR 5OFF1T(SEE ELEVATION). q e 11��11 45.SHELF,1/2"GYP.BOARD OVER 3/6"PLYWOOD. 4S 44 21 49 1 44 46.PROVIDE I-HOUR FIRE RESISTIVE CONSTRUCTION UNDER STAIRS 'ky AT ENCLOSED USABLE SPADE PER CB.G.100393A 'I. L 5/6'TYPE W'X'6YPSUH BOARD WITH 60 COOLER NAILS AT'I"O.G. y ENTRY PORCH GREAT ROOM/ ! ENTRY PORCH 47.5/6'bYPSUM ALL BOARD ty� OPT. DEN '., 45.I/2"GYPSUM WALL BOARD a 49.FIRE SEPARATION BETWEEN HOUSE t 6ARA&E TO BE 5/8"TYPE X"GYP.BD.W/bd COOLER NAILS AT T"O.G. YOi R-I 50.FIRE SEPARATION BETWEEN 2ND.FLR.t GAR.01-6.AND 1 42 WALLS 5UPPORTIN6 2ND FLR.TO BE 5/8"TYPE'X"GYP.BD. 0 PIN.PLR FIN.FLR. FIN.PLR. - r^ ,ATTIC F.A.U. NOTES V J SECTION E SECTION C A FL9RGE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN A FURRED SPADE. su�c�i�•'=r o•, SCALE:vn"r-o" 2. FURNACE SMALL BE LISTED FOR USE ON COMBUSTIBLE FLOORING. AT ELEV. "S" 3. ATTIC OPENING AND PASSASEKAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE. 2 -. 14 4, PROVIDE MINIMUM 24"WIDE SOLID GONTINUCUS FLOOR FOR 12 .... 7`/p, PPSSA6EWAY, 4 TYP. PURNAGE SHALL BE NOT MORE THAN 20 FT.FROM ATTIC o b I 9 OPENING. 4 6. PROVIDE UNOBSTRUCTED LEVEL WORK SPACE OF 30"x 50'MIN. IN FRONT OF EQUIPMENT. e 5 T. VENT THROU6H ROOF A MIN.OF 5 PT.ABOVE THE HIGHE57 VENT TOP PLT. TOP PLT. COLLAR WHICM IT SERVES. ..:.., u 9. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. Z Z Rl m W I IS q. RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY SO <o 17 42 41 le INSULATION BENEATH WILL NOT Be COMPRESSED. M. N N H fsmi GREAT ROOM KITCHEN BEDROOM 2 HALL BEDROOM 3 GENERAL SECTION NOTES P o-�T 1. REFER TO STRUCTURAL ENGINEERS DRAWING5,DETAILS AND 42 39 NOTES FOR INFORMATION NOT' M 25 2. 1RE�flR TO TRUSS DRAWINGS FOR INFORMATION NOT OWN z aF Q FIN.PLR FIN.FLR. S. SECTIONS REFLECT THE"A"ELEVATION U.N.O. IyIyUU11 O(f r- 4. ROOF 5LOPE(5)AND OVERHAN6(5)MAY VARY PER ELEVATION. q yLZ� N REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH 0O(LL>>s�y Q}, Q ELEVATION FOR MORE INFORMATION. dILQQ O a- QB m rn (j) SECTION s 5. TYPICAL DIMENSION FOR HEEL TRUSS. J scAce:va^�1-- (DIM.FROM TOP PLATE TO THE TOP OF TOP CH NORD). y�iO�1L e b F<0 W J LJJ 12 � m0 00 Z ° cc� TYPp4 7fn1aH O J� O 11 QNm - >- 1 I a Ij (AllCN Z cn M co II �11 }H oO� Q <� g TOP ELT, TOP PLT. f � WALK IN 0. KITCHEN CLOSET MASTER rm BATH FIN.PLR. x\ w w SECTION A m �m� N z m c� U m O SChLE lid"=I'-O" ELEVATION/ROOF NOTES I. 2xb IFAIGIOMA:S��fWNLL. iOneio� 2. 2xb®91W1$,�>OBL9NLL. r- OPT.BAY WINDOW 3. x EXPOSED RAFTER TAILS W/5HAP®ENDS,SEE DETAIL, 4 41 a NOTE,ALL RAFTER TAILS TO BE BOUALY SPACED.FRAM TO COORDINATE WITH TRU55 EN&INIEER. ER EETi. 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLASTER SOFFIT.0/EXPANDED METAL LATH. b (I)GOAT STUGGO SYSTEM I.CB'O •WtKdo7IX '------ " T EXTERIOR SIDING SEE EXTERIOR FIN NOTES ____________ __________ - � FINISHES Od t_' I 4. TONGUE-AND-6R00�-K Olt D SOFFIT. 10. SPACED x VERTICAL MOOD TRIM AT XX"O.G.OVER D.1 EXTERIOR GRADE PLYWOOD OR MDA.BOARD. I I AREA-I I. EXPOSED WOOD CORNER TRIM,SEE FINISH NOTES. 12. EXTERIOR GRADE PLYWOOD OR MDO.A.BOARD. I I I ROOF LINE 13. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. I I 14, FOAM TRIM,SEE ELEVATION FOR• DAL"SIZE. -BUILPIN& IS LINE EXPOSED OOD TRIM,SEE ELEVATION FOR SIZE, 4 7'-0" I I -----� Ib, BUILT-UP"WCURVED"PLYWOOD TRIM OR MD.O.BOARD, T'-0" 1 Typ. _____Y, T'-0" I.J. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. a a a a a a a a a a a ID• P075FELF,SEE DETAIL. 14. PROVIDE&.1.FLA914IN&AT ALL EXPOSED WOOD TRIM. OP RIDGE 20. CONTIN)OU5 6.1.EXTERIOR PLASTER SGR®,SEE DETAIL x O 21. 6.1.PLA9M:NIS ROOF TO WALL. r RIDGE OF RIDGE 22. 6.1.FLA5HIN&AND SADDLE/CRICKET. 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM Q TYP. TYP. FIREPLACE MANUFACTURER. j 'r� yVA 16 33 I e 16 33 24. MASONRY VENEER. 2 25. THIN-SET MASONRY VENEER. j 26. SYNTHETIC,STONE VENEER.I.GB.O.» ®1C;'GB60 1 TOP PLT. 2 , 2T. SHAPED FOAM CORBEL,SEE DETAIL. ®a a s a a a a a a a dry 20. SHAPED WOOD CORBEL,SEE DETAIL. I I _ 4" _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP PLT. 24. Y/OO!!O2✓171R'6,610M PLAN FOR SIZE. I 1 TYP. I 4"TYF. 30. EXPOSED W WITH 00D BEAM H SHAPED ENDS. I I 4 I 2 31. MAWFAGTURED COLUMN. j D. I 14 1:, " 1 D 4 2"X6• 32. PRECAST COMPONENT/' SEE DETAIL. L 33. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. 1 H 2I 24•X60' I' D ID METAL RAILING,SEE DETAIL. y I D AT __._ .. ____ .1..___ 4 _i 35, WOOD RAILING,SEE DETAIL. 5 , `Y / 96. DECORATIVE FETAL,SEE DETAIL. w M A 4 f S 14 BURR 97. EXTERIOR17 LOCATION,DEPTTH AND ZE OF FINI SM SHED OFEKIN& = O0 • I 14 DA 36. 6.1.SCREENED A LOUVERED'6ABLE END YETI7', w cad a ,--------- - -------e I'I 14 O I O SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REQV. w� q 14 2'X4' T O J ATTIC VENTILATION CHART FOR MORE INFORMATION). O F I N TYP. 6.1.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC _ i r 41 1%\ FIN.FLR. _ _ __ _ _ _ D 1 _ TOP OF CUR® VENTILATION CHART FOR MORE INFORMATION). o •d _____ ______ 5 ggg RRq D.I Ty'. 40. ELEVATION�ATI E(FALSW VENT SIZ AND /LOUVERED BOARD,SEE 4 1. 6.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD 12 S 12 VERIFIED. •D 2 v. .5 20 I4 T 42.LINE OF SYNTHETIC STONE VENEER.5EE ELEVATION. 0 M. DR, 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE w SLAB INTERFACE PLAN FOR TOE PTG.RETURN DIMENSIONS. 44.LINE OF.2"WAINSCOT.SEE ELEVATION FOR HEIGHT. U 45.LINE I WAINSCOT FAN FOR SEE ELEVATION FOR HEIGHT.SEE ' SLAB INTERFACE PLAN FOR MORE INFORMATION. ROOF PLAN I-A FRONT ELEVATION I-A 46. 6.1 RE6LET FOR COLOR GOAT CHANGE. SCALE IS-r-O" �I I 4T. MECHANICAL TUB ACCESS PAN4EL,CORROSION RESISTANT, I�1 Va••f-o• LII&HTED AD ERIFY AT W 45. LINE SIGN V J NE OF INTERIOR CEILING OR INTERIOR ALL. 44. D.4 4 D.4 aeo, AT ROOF PENETRATIONS EXTERIOR FINISHES WE9/ RE APPLICABLE. ALL EXPOSED PLYYIDOD TO BE EXTERIOR GRA cmDE. �� 22'X 3O'ACCESS - ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND I AT ROOF PILL?RM-t AREAS CORBELS TO BE RESAM.U.N.O.AND PRIMED PRIOR TO V) (VERIPY NWSTRUCTJRAL) ITYPICAALAON SIIDIN&TAO EM BE: Y. SIDING SEE DETAILS HARDIP NEL/NEi¢-405 21 22 23 z_ INDICATES SMOOTH STUCCO FINISH E Lit Q Q ROOF PLAN NOTES wawa ` INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE `/0 Z g o ON PLAN. F J TYPICAL ROOF' N6 TO BE CONE.S'TILE a- ' x v? V EAGLE ROOF TILE"W-B.O.OER-4660 OR APPROVED EQUAL. LLI U TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" Z J Q W a UNLESS NOTED OTHERWISE ON ROOF PLAN. Lj O TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. ZO Q o c w REQUIRED ATTIC VENTILATION cLLLa N H THE ATTIC VENTILATION CALCULATIONS PER C9.C.SECTION 1505.5 AS FOLLOWS, (A)ATTIC AREA(SQUARE FEET). (0)DIVIDE(A)BY 300 AND mLTIPLY BY 144 TO CALCULATE THE TOTAL RPY,MUIRED NET FREE VENTING AREA IN SQUARE INGHC3.DIVIDE TOTAL REFER TO BA51 G PLAN FOR BY 2 TO GET TIE NET PRW VEN INS REQUIRED BOT4 HI6H AND L.OK ��QQ NOTES, D I MEN51 ON5, AND CIE AREA DIVIDED BY 1�MI&H AN4v LOW VENTING NOT USED) Y (G)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED INFORMATION NOT 5HOM BY 6ABLE END ATTIC VENTS.(SEE BELOW FOR MIN.50.IN.OF d FREE AREA FOR EACH VENT) ® -&ABLE END VENT 1 j<� HERE (V)TOTAL SQUARE INC+ES OF NET FREE VENTILATIN6 AREA.PROVIDED t}} BY ROOF AIR VENTS.(45 SQ IN.OF FREE AREA MIN.EACH VENT) 1�L-LL. Q( O O•O�IN •LOHA61N �- AREAS t VWW m O (E)TOTAL SQUARE INC+EG OF NET FREE VENTILATIN6 AREA PROVIDED 1�Wry l/^� BY UNDER PAVE VENT BL.OGKS.(12 SO.IN.OF FREE AREA MIN.EACH) Da uj O vJ J (F)TOTAL SQUARE INC.IIE9 OF NET FREE VENTILATING AREA PROVIDED �f�f IIn a PLAN A 8 G D £ P io RHO oo Z 0 G IRG�9 bABLE END ON N _A TOTAL * }a F O >m O "IA" nrsen ENnNo veN s ncOF veN s __ -1, H.F 2 U r•A.HTJ(•-0.NJ (e0.INJ PitpVl 2 m Q } (em.nL (So.wJ (em.IW j � I A U N Z AREA-1 3I6T s» ,«en ume.+e. nan nxn•ae ni 1o)iz ss+ non C ¢• V/ szo Lw Lory ,§)se.zee tx v =V) Q 1U O L V UI LLI 3 w n ffia cm NE3:NOTES: <� I. I NET FREE VENTIS AREA PROVIDED BY EACH VENT 19 BASED ON `$ ` ASSUMED VENT SZE AND FREE AREAS.FIELD VERIFY THAT THE e�Sj>j MINIMM"REQUIRED VENTING"AS LISTED ABOVE IS PROVIDED ZEN FREE VENTING FOR INDIVIDUAL VENTS IS DIFFERENT THAN ABOVE. a2 CITY Dv(Of eke 2s4®n Appro .ALL VENT OPENINGS SHALL BE COVERED W/1/4"CORROSION P)8eT1ie E)Slpro H RESISTANT METAL MESH.(IF MES 15 LESS THAN 1/4"THEN THE �j lyd B ive{ NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW APProvy gy. FOR REDUCED AIR FLOW) �. 3.FR AMER SHALL BE RCSPONSIBLE POPEGODRDINATING N"1r TRUSS MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM ate: .1 ! AND FLASHED WITH'MO]STOP'IN THE SAME MANNER PRESCRIBED Q o 30 FOR WINDOW INSTALLATIONS. Q cf F 5.PROVIDE APPROVED INSULATION DAMS(BAFFLES)WHERE VENT BLACKS ARE USED SETWeEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES FROM BEING BLOCKED BY IN• ULATION_ rl b.LOGATE HISH VENTING MNIMIM 3'-0'VERTICAL DISTANG-9 a AEOVE SAVE VENTS. O d U ■ ?.PROVIDE ACGESO AND VENTILATION FROM CALIFORNIA FRAMED ARLA5 z i; TOM ADJACENT ATTIC SPACES.REPER TO 5TRUGTUAL DRAWIN69 FOR m FOR SI•EATHIN O PENETRATIONS. REFER TO FREV IOU5 SHEET FOR NOTES, DIMENSIONS, AND INFORMATION NOT SHOWN HERE. Q Q 4 Q !. AT OPT. rllslaL�ce p"".�52°� lo'o• I 1 1 1 I 1 1 �� QQQQ QQQQQQQ c= I I I 1 I I OF RIDBG I I I TYP' h Z I I AT OPT. 44yP, D ADS TMP' 12)14'XID" Q .{ D ' Q M. I TOP PLT. ®aa a aaa a aaa TOP PLT. TOP PLT. TOP PLT. — _ --� — — — — — — D. — — — — — Rif 7� �i 71T, M. II �_ 1 4 D a bl at 1 'a __________________________ __________ ______ M________ t1�____ ___ _ _ 4' liNC9!?PKe�YEt31PYLQC�,TION I 11 N <V eryD Q II Y QQ O C M ii c o eo xg III III p �� 4 II 14 I I'X4` i i 0 w II II 4 3 M T4D FIN.SLR FIN.PLR. ._ _ _ _. __ — _ — _ — — _ — AIMM a AL ATRIUM DOOR v REAR I—A LEFT I—A 9GALC I/4'•I'O' z Q I a V a W g � s8 �Q zz d 1 9 Zoe w q 4 LLWJ z io x F I I vl-OF RIDOE Wn }} 30(J)14"XID' W Wcn SRI ZF CV TOP PLT. - - - - -- - TOP PLT. D TYP. TOP PLT. 1 Q p W + (n w J - - - - -- - - - - - - - - - - - - '- -- - _ - - ---. dl W------------ p �� E' N v 2 W N F�q a gGl'GN«�SSL7LPS�ATION ---- -1-r - ---- ----- ---- ---------------------- LINE Fib U = mU } S 1 i' it .-_..-_• I - ____ =1=C =1 FOVA/ � N Z J 14 PH. 1 1 a• Wq -w N' iGLG6.I T.V.I I I V Q (j, A\ (n J v C F 1st I II y41�4 �Y IyNW O -0 §01-, z<f Q I&"�11 II aPr.eWJ a 9 1zqq� > Li nL oar Y 1 TYP. Q `U U1O 1 -I I -- - ---- - - OLOGK- - - - - - _ - A - - -- - - - - FIN.FLWL U o C) a Q City Lake Elsinore _ F - G n M Planningg Division Approve Q d Approved B---, .g A\ t /�._._ In PARTIAL REAR I—A RIGHT 'Xe ` 1 1-A SCALE I/4"•1'-0" AT OPT. BAY xxe v4•.r-a _ _ - © $o 0 U6� Z 0 U m O ELEVATION/ROOF NOTES o,bo� I. 2x6 iFAG®DHA,5M wMWNIL. 2. 2xb Ems,mm=omtL. 3. x EXPOSED RAFTER TAILS W/SHAPED ENDS,SEE DETAIL. OP{,BAY WINDOW NOTE,ALL RAFTER TAILS TO BE EOUALY SPACED.FRAMER TYP.TYP. TO COORDINATE WITH TRUSS ENGINEER. 4, EXTERIOR LA5TER OVER PAPER BACKED WIRE M ESH. 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. a a a a r 6. (I)GOAT STUCCO SYSTEM I.GB.O.N mC1,60DUK o--------- -----------o----� -� � -- _ IEXTERIOR SIDE�YYVOOD EXTERIOR NOTES,HES CAL HOOP TRIM AT 1 -+-• I 4. TONGUE-AND-GROOVE SOFFIT. 1 •I�'� I 10. EXTERIOR 6RADEIPLY 4000 OR MDA.BOARD.OVER TYP. I " I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. 13 1 j 12. EXTERIOR GRADE LYHOOD OR MDA.BOARD. T'-0" D.I i AREA i ROOF LINE T-0• 15. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. 14, FOAM TRIM,SEE ELEVATION FOR 5A'WUAL"SIZE. ILDIN6 VERIFY AT PIdD VERIFY AT IS EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. 1 LINE p�yp FIELD 16. DUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD. T'-O' 1 IT• FIXED SHUTTERS,SEE ELEVATION FOR SIZE, a a a a a a a a a a I ----� IH-POTSFELF,SEE DETAIL. TYP. 1 14• PROVIDE G.I.FLASHING,AT ALL EXPOSED YIOOD TRIM. 12 I 20-CONTINUOUS 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL. I� 12.1 RIDGE ' 4'X4- 21.6.1.FLA9HIN ROOF TO WALL. - 14 22-6.1.FLASH NO AND SADDLE/CRICKET. AT IH 1 23. APPROVED TERMINATION GAP YV SPARK ARRESTER FROM y 1 P MANUFACTURER. SOFFIT D 1 I 24. MA50NRY VENEER k TOP PLT. _ 1 25 . THIN-SET MASONRY VENEER. Cj 1 1 26. SYNTHETIC STONE VENEER.I.GB.O.N Ex0eftH J _ 12 1 27. SHAPED FOAM CORBEL,SEE DETAIL. S L I I D D _ _ _ _ - .T I a 20. SHAPED WOOD CORBEL,SEE DETAIL. ®a a s a a a a a a TOP PLT. - - _ _- TOP LT. 24. WDOlIO�TI0.6T66'E LAN FOR SIZE. 1 I 90• EXPOSED WOOD BEAM WITH SHAPED ENDS. MANUFACTURED ___ I 1 r _y I 32. PRECAST GOMPONENL TN/TRIM,SEE DETAIL. I ■I I I JJ 2"X3:14 �I _ g 14 2"�" 39• DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. D. D. Ip 34. METAL RAILING,SEE DETAIL. 14 2•X4' _ 35. WOOD RAILING,SEE DETAIL. I 1_ _ yiA I it ry 4 r - DOOR - 36. DECORATIVE METAL,SEE DETAIL. N 2" 3 a _ 3T. EXTERIOR PLASTER REGE55,SEE ELEVATION FOR LOCATION,DEPTH AND SIZE OF FINISHED OPENING. _ q aad a + - 1� TSB ry - DI 3H. SEE ELAN FOR VETlRTS AALND LOGAT ON.(SEE REQD. w� ------- -------- - 14 _ 14 2'X9! ATTIC,VENTILATION CHART FOR MORE INFORMATION}` Q 'A I D.I ry 2'X4 O r ry r 34. 6.1.SCREENED"ROOF"AIR VENT.(WE REWIRED ATTIC 1 1 Ij s FIN.PLR. TiD _ _ _ .._ ._ Top VENTILATION CHART FOR MORE INFORMATION). ` q 40. DECOR UV DECORATIVE(FA.SW VENT/LOWERED BOARD,SEE ELEVATION FOR SIZE AND LOCATION. 4 1. &.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD '0p 2"y4• VERIFIED. d 12 20 25 26 14R 14 SURR 42.LIHE OF SYNTHETIC STONE VENEER.SEE ELEVATION. ad AT DOOR 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE F SLAB INTE#ZFAGE PLAN FOR TOE FTC.RETURN DIMENSIONS. P 44.LINE OF e2"WAINSCOT.SEE ELEVATION FOR HEIGHT. 45.LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR HEIGHT.SEE SLAB INTERFACE LAN FOR MORE INFORMATION. ROOF PLAN I-B FRONT ELEVATION I- 46. 6.1 REGLDT FOR COLOR GOAT GRANGE. 4-7. VERIFY L AL TUB ACCESS PANEL,CORROSION RESISTANT, s Aye va•=I-o^ SCALE 1)4•-ISO• VERIFY LOCATION. 'PR�� `� 4H. LINE OF INTERIOR CEILING OR INTERIOR WALL. DA .4 44. LIGHTED ADDRESS 919 . EXTERIOR FINISHES AT ROOF F&ETRATION6 ALL EXPOSED PLYWOOD TO EE EXTERIOR GRADE. WhERC APPLICABLE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND w ---- 22•X 30'ACCE59 CORBELS TO BE RESAWN.U.N.O.AND PRIMED PRIOR TO AT ROOF PILLTRAME AREAS INSTALLATION/ASSEMBLY. 0 I I FOR REO.AGGE55 a AIRPLOW. TYPICAL SIDING TO BE:B"BBEEyyEE��SIDING Z (VERIFY W)STRUCTURAL) SEE DETAILS HARDIPANEL/NEIi-405 21 2 W INDICATES SMOOTH STUCCO FINISH ROOF PLAN NOTES ` INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE on ON PLAN. P Z y� g A I TYPICAL ROOFING TO BE GONG.FLAT TILE > LAU __ _ I 'EAGLE ROOF TILE"IO.B.O.NER-4660 OR APPROVED EQUAL. y,IZ U o o ��\ TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" Zla.lg m e 1 I /J \ I UNLESS NOTED OTHERWISE ON ROOF PLAN. (L I rF1 TYPICAL ROOF OVERMANS AT CAVE CONDITION TO BE 12" L J I I I UNLESS NOTED OTHERWISE ON ROOF LAN. 1 ZO O I REQUIRED ATTIC VENTILATION -loa, -�/uxox pa o m / ENTRY \ / I \ oAALK IN I THE _ zNZ9 GtoSEr HALL ,/� I I b�• / A \ AS FOLLOWS. TILATION GALGULATIONS PER C.B.O.SECTION 1505.9 (A)ATTIC AREA(50UARE FEET). GA A \ (B)DIVIDE(A)B 1 Y 300 AND MULTIPLY Is" 4 TO GALGULATE THE TOTAL } 1 I / `''+' \ \ REQUIRED NET FREE VENTING AREA IN SQUARE INCHES.0I TOTAL F I _J_ / / \ I 2 TO GET THE NET FREE VENTING REQUIRED BOTH HIGH AND LOW. B.Y AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) }� Q // I \ 2'-9'1 1� I/ / \ \ I (1-)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDEDBy& END ATTIC FREE AREA FOR MACH VEND(SEE BELOW FOR MIN.W.IN.OF d / I I i /10 P f \ \ ® •CABLE END VENT w N / I + STI440 TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED <} Q< Q I 1 BY ROOF AIR VENT5.(4 IN 5 50. OF FREE AREA MIN EACH VENT) R� } 0 (� 0}IA.GIN O'HA61N IµLO p T \I .0 S HI6H LOW O' AREAS O p W m J (W TOTAL SQUARE INC ES OF NET FREE VENTILATING AREA FRO•/IDED F .,,m .) •. \I ry \ `� BY UNDER SAVE VENT BLOCKS.(12 90.IN.OF FREE AREA MIN.EACH) Q<p BEDROOM 3 II -- W a - -- - -- - - - -- - \I (I-)TOTAL SCIUARE INCHES OF NET FREE VENTILATING AREA PROVIOW JFpf W (n N - --------- ------- A 9 G D E F 215ME oo Z I ^ I O PLAN Arne REa, a-LE exo O'H461N EAVE TOTAL a 0.} O >0) O 42 40 4H "IB" AFba. VENTINS VENTS ROOF VENTS VENTS -INS Q / \ m A v 9ff SEE SEE (5a.Pr!(5a.INJ (5a.hU (5L1.N, "M IN) (5a.IN) GPV' ELGV. AREA-I 216T sao µear 1+�uewa NIeN na+s•w waH rao�1� sst NISN W U Z ..-., - sao Isw wA Lo>r nJw.vs I.ara :�o szs lar a c 61 Ay =,6 rC) cx Ln-iV/ cc 00 ISEE .5 City Of Lake Elsinore J�• planning p 1.NOTES,FREE VENTING,AREA PROVIDED BY EACH VENT I5 DASM ON I'-II' z'-o• A provai `c C ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE (}}} _ MINIMUM"RCOUIRCD VENTING"AS LISTED ABOVE IS PROVIDED '-4' S'-b' '-4' 9'-11' 2ti9• W-2• b' 1p(xovadBY 1. /�_... FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. ICI 2.ALL VENT OPENINGS SHALL BE COVERED W/1/4"CORROSION I� L 2'-4• V-4' 2'-4' 6'-2' g'-2" 2'-9' Ib'-0" 2'-S' RESISTANT METAL MESH.(IF MESH is, THAN I/4"THEN THE 'yl NET FREE VENTING,AREA OF VENT MUST BE INCREASED TO ALLOW IjF`i _ '.!e: •) IS G'1 FOR REDUCED AIR FLOW) 3.FRAMER SHALL BE RESPONSIBLE FOR GQORDINATING W/TRUSS MFR.TO ACCOMMODATE ALL ATTIC,VENTS AW-O' 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM 1=L O O P L�t N �t D D E N D U M I- AND FLASHED W C ITH 70P"IN THE SANE MANNER PRESRIBED _o FOR WINDOW INSTALLATIONS. N c9 5.PROVIDE APPROVED INSULATION DAME(BAFFLES)WHERE VENT BLOCKS SCALE:VS"-I'-0" ARE USED S BLOCKED ROOF FRAMING F9EMBBtS TO PREVENT VENT HOC[-5 in N y FROM BEING BLOCKED BY INSULATION. , '..i S REFER TO BASIC,FLAN FOR b.LOCATE HIGH VENTING MINIMUM W-O"VERTICAL DISTANCE NOTES,DIMENSIONS,AND ABOVE SAVE VENT5. X 0 m INFORMATION NOT SHOWN T.PROVIDE AC LI C,E99 AND VENTILATION FROM CAPORNIA FRAMED AREAS cam r j HERE TO ADJACENT ATTIC,SPACES.REPER TO STRL'CTUAL DRAYUNGS FOR C FOR 5HEATHING PENETRATIONS. i REFER TO PREVIOUS SHEET FOR NOTES, DIMENSIONS, AND INFORMATION NOT SHOWN HERE. 4 4 4 4 AT OPi. '. FIRGPLAGE 1 i i 11'16f �'�"� Q � 4444 4444444 I I •' ' I I I I I 1 I I I �OP RID6A• I m I I 1 n I TYP. 1 I I I - 2 5 AT OPT. 4" IH• TK O 5 9D Q D DOOR 14 7 t TMP ®444 4444444 D HUI�R. TOP PLT. TOP PLT. TOP PLT. p��Tn�4� _ — — — _ p TOP PLT. _ _- __ - — — — — __ — — !�# !� _ -7yp. M. 8 of L ry aF IQ v T ___________________ __ _________err_________ ---- OPT. 1' S0 4 Jry 14 _1•x _{_LINE 9P��Y4tL�+'IAfvI'.I TION -r to - e' O Q TYP. I I O! t G m B II 14 it � T1T. TSB i I fl X-0• I x Y. I FILLLR. _al FIN.FLR. fiIN.PLR. _ — — — — — —— — _. _ — _ __- -_ _ — 1 — FIN.PLR. a I1 � TYP. a OPTIONAL Id ATI"DOOR F V d REAR I—B LEFT cr) w 0 0 p LLI , F I Q i W o T—M - d Z= 6 G -d 4 G Zoe � •d u n QQ� h a O _jI j� JW W J Tctr,C I I I ' I � � OP RIDE! � I Q Q I ' (~ T I pQ N - HH (2)14"%IH' CL R} o 0cli QQ o TOP PLT. TOP PLT. — — — — — — —— — — — — — - - - ._ €- - - - - - - D - - - - ._ _ - - TOP PLT. 1��Q11 (n J_ I I TYP. W Q= D � g � pro x II II I -I I I 3 pg`H I1 r I!I II Q _ •__• LINE qP pair _ --= - ------------ -- ------------- ------c c F 9~ f�Yp44EI ' xIL r IT � L2,6 TV - I I I mw2n J�fQn NMI OZZE—MZZEM O Z'QV1 aQ I I II I Y 6�d i d ==d I ry ]'•O• 1 "_I I I' c ' OPr.*LAM S 33 BLOCK TP• FIN.fi2 FIN TO U6J7 Q <_ CHy Of Lake Elshtnn ZQ � G Plaoofag D WOP Approval ua1 Approved By:l •,(` SCOTT r0^rAAEK„'' '�At4,-E � W ES.!,,;o W I � 'lY PARTIAL REAR I—B RIGHT s ,•,� a o SCALE/4"•i'O" $CALM 1/4 I-O' r Q o AT OPT. BAY or jj z o� m "W O ELEVATION/ROOF NOTES 1. 2X6IF,REi I^,' E WMM L. lonuo� OPT.BAY WINDOW 3. 2x bEXP05W RAPTEIR TAILS VV SHAPED ENDS,5EE DETAIL. TYP.TYP. 41 TNOTE,ALL RAFTERO COORDINATN ILA�6EI Y SPACED.FRAMER 9 4 / 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. -_ 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. r -----41------ ---a_� 6. (U GOAT STUCCO SYSTEM Jr-B.O.M MEX40MM qqqq -- � T. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. b. EXTERIOR bRADE PLYWOOD SOFPI7. i 9. TONGUE-AND-GROOVE SOFFIT, I I 10. SPACED X VERTICAL WOOD TRIM AT XX"O.G.OVER i I EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. AREA- j 12. EXTERIOR GRADE PLYWOODIOR DM ,O SIN NOTES. ROOF LINE Is. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. LDING 14• FOAM TRIM,SEE ELEVATION FOR SM=AL"SIZE. IS• EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. _ 16, BUILT-UP"CURVED"PLYWOOD TRIM OR IZE. BOARD, a a a a aaaaaaa a LIRE c �i I I -- I I IT. FIXED SHUTTERRS,SEE ELEVATION FOR SIZE. IYP. �+ T'YP. I 'I----I. 2 - 18� POTSFEiF,SEE DETAIL. 2 4- PROVIDE 6.1.PLASHING AT ALL EXPOSED WOOD TRIM, D.I T ❑ I 20. CONTINUOUS W.EXTERIOR PLASTER SGR®,SEE DETAIL. H D.I TOP PLT. 21. 6.1.FLASHINS ROOF TO WALL. F- RIDGG - 24B 26 bX12 22. 6.1.FLASHING AND SADDLE/CRICKET. - 4 23• APPROVED TERMINATION GAP W/SPARK ARRESTER FROM 1 1 I- I 2 bXl2 FIREPLACE MANUPAGTUREK. 15 14 21 1 24. MASONRY VENEER. ! I �, .Y _ 1 2 .I 2 25. THIN-SET MASONRY VENEER. 1 I 26. SYNTHETIC STONE VENEER LG$.O,M ORi0Eb8 - IIYP I ____ j I I 1 I I IS 2X4 r-TP�� 29. SHAPED FOAM CORBEL,SEE DETAIL. ®a a a aaaaaaa TOP PLT. D.-1 JII-�NI �8-0a1 26. SHAPED WOOD CORBEL,SEE DETAIL. 29. VAOOCIO�q'Qbb*PLAN FOR SIZE. I I I AT DORMERS 7Yp, I Y1 14'XIO• TOP PLT. x I 1 .. - - - - - - -- - - 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. 1'X4' 14 2 I 1 I I I 16 - - MANUFACTURED COLUMN. 2"X2"ABV. _ _, 1 3: 4 IX4 -- ATD 32. PRECAST COMPONENT TRIM,SEE DETAIL. P�4 1 1 LI IIJ� I PPP"' I Y _ D I n \ L I IS 5 _.._. i I / I I 22 4„x6 3EMMA S. DECORATIVE FALSE TILL VENTS SEE ELEV.FOR LOCATION. 34. METAL RAILING,SEE DETAIL. +- 4 , ,__. I 19 µ 5 _ 36S. , WOOD RAILING,SEE DETAIL. �1 i f" I Q '1 y D _. .' YS D _ VJ X3 ABV 1 4 v yxb• I c DECORATIVE METAL,SEE DETAIL W I a ' 4 .? 3'1. EXTERIOR PLASTER RECESS SEE ELEVATION FOR m _ -- -----_--- LOCATION,DEPTH AND SIZE OF FINISHED OPENING. _ I 1 _ - _ ,. 36. 6.1.SCREENED 8 LOWERED'GABLE END VF1�1T', ' a - qa E I N _ _ ! SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REQ'D. w� d Y _ - n Irop ATTIC VENTILATION CHART FOR MORE INFORMATION).41 )� FIN.FLR. _ - 24 - 39 1.5GREENED'ROOF"AIR VENT.(SEE REGUI ATTIC b.- 13 - - OF CURB VENTILATION CHART FOR MORE INFORMATION. a 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE D.I 2'X4• ELEVATION FOR SIZE AND LOCATION. 13 24 14 IS 7 2 IS 14 15 14 4 I. 6.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD AT DOOR VERIFIED. C D.I D.5 D.5 2Up 2 .5 D.5 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. id 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE G SLAB INTERFACE PLAN FOR TOE FTC.RETURN DIMENSIONS. 44.LIFE OF+2"WAINSCOT.SEE ELEVATION FOR HEIGHT. 45.LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR HEIGHT.SEE O O L I /'► SLAB INTERFACE PLAN FOR MORE INFORMATION. FRONT ELEVATION I-C 46. 6.1.REGLGT FOR COLOR GOAT 6HAN6E. '.. scALE va•-I-o" TR?a17 I T I ON/SaL 4T. MECHANICAL TUB ACCESS PANEL,CORROSION RESISTANT, r n C scALe v+.I.-o• VERIFY LOCATION. \J J 46. LINE OF INTERIOR CEILING OR INTERIOR WALL. 49. LIGHTED ADDRESS SIGN. J D.4 4 D.4 lolam AT ROOF PENETRATIONS EXTERIOR FINISHES Z M Wd9eE AFPLIGABLG. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. �:•�I 22'X 30'ACCESS ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND AT ROOF FIL L49tANIE AREAS I I FOR RW.ACCESS•AIRPLOW CORBELS TO BE RESAWN.U.N.O.AND PRIMED PRIOR TO F- ... _ (VERIFY WSTRUGNRAU INSTALLATION/ASSEMBLY. TYPICAL SIDING TO BE:6"BBEEVVEEL�ggIDINN6� 21 22 23 0 Z i SEE DETAILS NARDIPANEL/HER-405 W INDICATES 5MOOh1 STUCCO FINISH D D.9 D.3 �UQ + ROOF PLAN NOTES lo,- F-- a g vZ o ddh� INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE 00 o ON PLAN. F-Z a, TYPICAL ROOFING TO BE FLAT GONG.TILE Q Q to 6 m L [^' I 1 II ' a+-�--IJ I •EAGLE ROOF TILE"1.G.15.0AER-4660 OR APPROVED EQUAL. w Z II I I II 11 d t o I I T'f 1 I I- --I 1 I TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" Z W J Fy UNLESS NOTED OTHERWISE ON ROOF PLAN. 11 PLT m h I I I II II I I I I I I I I TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" Q H 4UNLESS NOTED OTHERW ZL+ISE ON ROOF PLAN.0 _J00 I I /fi\ I REQUIRED ATTIC VENTILATION ro- ��� o ` WALK IN I H 4 I ..I I I ',� I�N R" C.B.C. 0 I / I \ O I THE ATTIC VENTILATION GALGULATIONr PER G .G.SECTION 1505.3 w z cve x F w CLOSET �I TIALL yl S'40•i I 12'10 / I \ I AS FOLLOWS, /GAR GE \ (A.)ATTIC AREA(SQUARE FEET). I / \ I (15)DIVIDE W BY 500 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL I I&6 F.G.ABV. / I \ I REQUIRED NET TREE VENTING AREA IN SWARM INCHES.DIVIDE TOTAL / I I AT DORMER \ BY 2 TO 6ET THE NET FREE VENTING REQUIRED BOTH H16H AND LOW FALSE I \ I .AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) TOTAL. GOi1"OND WUARE IAATTTIIC VENTS+IES OF NET FEE REE FOR MIN.s50.INN&AREA .OF I� < ` FREE AREA FOR EACH VENT) ® .,$ABLE END VENT I� IV`F N (D)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVivm <y Q R \ I BY ROOF AIR VENTS.015 50.IN.OF FREE AREA MIN.EACH VENT) .:n. 'HIGH IN .LLO'ry IN a' AREAS TOTAL SWARM ING/BS OF NET FREE VENTILATING AREA PROVIDED LL Y J r/ BEDROOM 3 } -- i n BY UNDER SAVE VENT BLACKS.(12 50.IN OF:FRS AREA MIN.MACH) (1')TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED f W D, _ '�ry - --------I-------- - PLAN A B G D E F 2WE .0 Z ATTIC Rego 6ABlL eN0 oNASIN PAVE at IL 0 "IG" AIiFA VENTING VEMr FGOF VENTS VENS VCNTAINb }~ O J .ROVI m Q O IN) rea.INJ rom.au (sm.INJ Gm.INJ � � `"� c� Z AREA-1 316T s30 NIbN (4)Ile•ee+ N16N nne•ns (x)I� NI cn N ZZ > J W ccoc`s Y U) - -- �a 22- NOTES: �IN111 City Of Lake Elsinore I.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON 'k H royal ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE planning Division App MINIMUM°REQUIRED VENTING"AS LISTED ABOVE IS PROVIDED f K 6'-6• 9'-10' b' 4'-I' T• I'-II" 4 4' 1'-II' FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. KDdZ L 2.ALL VENT OF SHALL BE COVERED NV 1/4"CORROSION yyy111 ppproved$y: ,, RESISTANT METAL MESH.(IF MESH 15 LESS THAN 1/4'THEN THE � IL 2'-6- 612" 5'-2° 2'-0" I612" R.O. �'-5" I�� NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW _ FOR REDUCED AIR FLOW) 15'-0• II'i' 20'-D' / 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING)IV TRUSS Caro. Z/AJ✓! \ MFR.TO AGGOMMODATE ALL ATTIC VENTS 45 , 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM AND FLASHED WITH•MOISTOP'IN THE 5AME MANNER PRESCRIBED ID z O FLOOR PLAN ADDENDUM I-C FOR WINDOW INSTALLATIONS. N� SCALE,vr-r-O° 5.PROVIDE APPROVED INSULATION DAMS(BAPFLBS)WIERE VPNT BLOCKS =� " ARE USED BETPEEN ROOF FRAMING Wt-WER5 TO PREVENT VENT HOLES ddd FROM BEING B REFER TO BASIC PLAN FOR x LOCKED BY IWULATIoN. n V b ABOVE EAVE VENTS..LOCATE NIGH VENTING MINIMUM 3'-0'VERTICAL DISTANCE 22 z O a N NOTES,DIMENSIONS,AND a y G j INFORMATION NOT /IYM x 0 a� HERE T CALIFORNIA PRAO-ED AREAS TTOAOJAGENT ATTIC SPA 155.REFER TO TRUCTUAL DRAKN&S FOR m FOR SHEATHING PEWrRATION5. REFER TO PREV IOU5 SHEET FOR NOTES, 1;�IMENSIONS, AND INFORMATION NOT SHOWN HERE. 4 4 4 4 AA rA . 'l OE __t 7'p 211, i 1 I i .p 1 I 1 1 I OP RI n I 1 Typ. I (?)14"XIB• M I 2 I 9 AMUM .____J� _ AD OIRTYP2 ABV q m I< ,.,w D . TMp. �444 4444444 TOP PLY. TOP K.T. TOP PLT. _ _ _ _ _ _ _ — p — — _ _ —_ — TOP PLT. m s a — — — _ —TT M. 1 iry 7 3 TYC_________ ___ __ _ Life gr �Q2IFY LOCyAjTION • �� i ��- T O 4 j� I I c W� o 14 I 'I vl 9 TYP. TtBI.)µ. - - a— n 5 S — — — — - - — — — — — q FLIP- - — D. 10 NP. G OPTIONAL ATRIUM DOM U N REAR (-C LEFT 9LALE I/4".1'O' 9GN2I/4"•I'-0• J Q O F-- O h— Q v w -d ag ~ U U Z= o Zoo <Q2E fop.+, w EJ�w l; i fLWJ r_ I I 1 I p OP RI O _ 'b !�14•wa i <CF N I I 0 TOP PLT. I TOP PLT. i � TOP PLT. Do +`Q J ------------t o - - - - - -- - - - - - - - - - - - - - � � W N" _ 00 II I 92=i I�I�a, OLINEM R:t PYIpyN I- ___ _____________________ ! OZZq-- not O W U)W u7 U Y I I I OPT.OLA" Z 9 9 yW1 00�p Y pQ INy g et Q pY II .I6A� 1 TYP. zi-+ U i_ ca.-� �IWy Q rp 1 1 _ — DL i_- .D — — PIN.PLR *a S z TOP OF GURB - ... - _ ...'_ _ 1 — — —— _ — — L OOv Q eity Of Lake Elsinore Punning Division gpproy� � IS Q D.5 d qvsa sv �../... P/I yip� a d PARTIAL REAR I-C - RIC�I-IT I-C t, AT OPT. 8AY s`�`E"•I ecnLe va i i, .. Q o z o, cTom a� r z 0� O NOTES INDICATES DROP IN SLAB(SEE DETAIL) lb I2'-0' VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REINFORCIN6 STET AND ADDITIONAL EXPANSIVE SOIL REOUIREMENTS j WITH THE SOILS REPORT. a a a a 6• 4'-0' 91W AIG PAD y oNooP 4 coNc. 'E-r-CON r. STOGP i �r " "%' STOOP REFER TO STRUCTURAL R 1I OprATRI'.1-- ENGINEERING DRAWINGS II4 °.4 FOR INFORMATION NOT ". OPT. aaaa aaaaaaa w --- ATRIUM a SHOWN HERE - AT OPT. ATRIUM DR FOR HARDSCAPE QPT. BAY WINDOW ` INFORMATION REFER TO ICI W LANDSCAPE PLANS 3 s MASTER BEDROOMSCALE 77-7-3- aaaa a a a a a a a T � OP WA6TQ AT I2t5' h PROVIDE CONDUIT UNDER WATG!I,6�_Alm CI FOR OU I NTG TRICALClow— PORCHPH WATER LINE O 11i a +O wOW� iyg1 Q ff r^ 0.Cadur OO 0 6 4' _OOG CONC T PRVDEOPW FOR PAD MAgOIY VENER TYP. OZ 77%laW WO r O MASONRYV10tam . 11' 4" 4• 20'-4In' �Fa Q O 612• 16'-2'R.O. VARIED m b Z �p Q I � 0EN J 1 i~ 7� RENTER � v d o 0 1 IC ° AREA X Q SLAB INTERFACE ADDENDUM C $CALlr 1/,"-I-O" I tt D.4 u- x y REFER TO BASIC PLAN FOR NOTES,DIMENSIONS,AND 412' Z ,F < INFORMATION NOT SFIOWN KA�cELOA'kT'T PH Z E I HERE <m K q W O /J J p, W Z Jl O D4 TYP' L ry y � sue• p 6 F �1y< I + Cowl.I F -- 4'"M r { OL N O 1 LLQ�Q` pO PROVIDE IN6 roR ILLam `� J POT-SHELr. p i (!) J �_ �.{.� WIN uj E O oo Z Wz<� 0, O 6' V m a Le Lo ]L` 6• 4'2• E��Irp /r/n� � wUN Z 2'-0' 16'-2'R.O. 2'-9" 8 pN.�1UU y( vv�' IS J Q° 4. 4. 19'-O' 1I,_4. 20'-6` plm o _0 Z Q Z LLLL >w>w fLL..iiY.. O C 4s Wit V Cc �No Y 03 Q '�. I II' 2'-0' SEE ADDENDA FOR PLAN 9'-11' 2'-0' 412' 6" CHAN&E PER ELEVATION. Y f IL 9b" 510' 3'-0° 6'-2' 5'-2• 2'-0' 1612' 2'-0• 0. 1D'-O" W-4' 20'-6• SLAB INTERFACE PLAN ,4 -.- ��g SCALE I-'=I'-O" ' REFER TO BASIC PLAN FOR NOTES,DIMENSIONS,AND d) o x r INFORMATION NOT SHOWN eOi HERE �' ■ SLAB INTERFACE ADDENDUM B ° ��� x SCALE 1 0., o N r 0 41x FLOOR PLAN NOTES DI.3-1-CLEAR REPRI&ERATOR SPADE.PLUMB FOR WATERSUPPLY. IX. -0" IX. VERIFY WIDTH AND DEPTH IF BUILT-IN REPRI&ERATOR, IS'-0• 2.PANTRY.SEE INTERIOR ELEVATIONS. 3I'-4" I3'-6' 9•SO'SLIDE-IN RANGE-OVEN COMBINATION W/BUILT-IN HOOD, LIGHT t FAN(VENT TO OUTSIDE AIR). IZ% 4.36"GOOKTOP YV METAL HOOD W/LIGHT t PAN 6'-,• D'-0' H'-1' bb• 61.6• ,'-0' NENT TO OUTSIDE AIR). • 2'-0• *IQ, 2+-0• 5.96•COOKTOP 1"V DOWNDRAFT FAN(VENT TO OUTSIDE AIR). a a a a 6.30"COOKTOP(CH N W OP-I /METAL HOOD W/LIGHT t FAN 4'-0• 4'-0• �__ VENT TO OVT5IDE AIR)NV 90•BUILT-IN OVEN BELON. .9O.OPT.DOUBLE OVEWMIGROINAVE OVEN -b.BUILT-IN MICROWAVE. -- 4.OPTIONAL TRASH COMPACTOR OPr ONAL RECYCLE BIN. /a r ---------------------���.�• --- -�---- 111 ABOVE B/SHO�N U.N.O.PRO RESISTANT WAINSCOT TO,2' r r • . . VIDE SHOWER CURTAIN ROD U.N.O. 6056 GL. 6056 x. TENS'. 12.PRE-CAST SHOWER PAN.SEE PLAN FOR SIZE. r r rr --r1 r /rL GL. ABOVE DRAIN UN.O. /'\ W/mom A 1 rr W/ZODO r/ • 19.FIBERbLA55 SHOWER UNIT.SEE PLAN FOR SIZE. /\} S 11 GREAT ROOM r ��STDE ITE �W�.iFR:6. SITE 14.60'X 42"OVAL TUB VV CERAMIC.TILE WAINSCOT.PROVIDE a a a a a a a a a a a I�.�.�. I 9-I GLb. �J DINING _.y'\". I 9 TUBTOR S GVERIFY SIZE BW PANEL RAND LOCATIONPOF/ACCESS PANEL. E 15.SHAT'TERPROOF&LASS SHOWER ENCLOSURE. •may �4�p�� OPT. DEN I Ib.SHOWER SEAT.SEE PLAN FOR HEIGHT. 17.LINEN CABINET. SEE INTERIOR ELEVATIONS. t�ASE�I�E M/ I __' MASTER I 4 I&.M)EQUALLY SPACED SHELVES. BELMGi I y -- BEDROOM j I 4 0,KINU.B'VENT TO OUTSIDE AIR •� � 20.WM B'VENT TO OUTSIDE AIR Y i r-Y •'-I GL6. 1 _ k 1 1 , 2 1.PROVIDE A A TO)AD.PLATFORM FOR RIFT OR AIR PROVIDE Oi �. I COMBUSTION AIR TOP AND BOTTOM AND RETURN AIR GRILLS OR OPT. B�t Y WINDOW ti --0' h p'-10• p'!' 1'-10• O'-6' 4'e0� 9'-4' I'-0' 2'-10 514' p" S' ' 9'-10' DUCT A9 51iOWN ON HEATINb PLAN A9 REQ'D FOR FALL ONLY. 3 m • � • 1 IP PAL.AND WM ARE SIDE BY SIDE PROVIDE A"T'PLUMBING 3 scn.E v4 --o^ 1 97 1-2` FITTINS AT OFT. ..._ - ... I USE OF EQUIFPMENAT�(VERIGOMBO.'B'VENT CONNECTION FOR DBE. ®a a a a a a a a a i _ Q - - - 22.14'X 15"0.1.SCREENED t LOWERED COMBUSTION AIR VENT. MASTER BEDROOM I ss b'-0' y-I. LLI 23.3"DIA.BUMPER PIPE 96"HIGH W/MIN.12"EMBEDMENT. --- 4 TO, ID•I 24.TEMPERATURE t PRESSURE RELIEF VALVE. 1�I lY 4q 20" t 4D I 4 25.14'x b"6ARh6E EXHAUST VENT,SCREENED AND LOIMI2ED. ry I I, 90 I n 26.DRYER VENT(MAX.14 It.LENGTH INCLUDING(2)90 DEGR� f/•%I .. ELBOWS.PER G.M.G.504.3. L.S. P 0.F-QQx- I 2�.PRovIDE wnTER s WASTE FOR wnSHER I I >AX0111 __ Ory 2D.GAS DRYERS INSTALLED IN A 6ARAbE MUST BE ELEVATED SO IY 42 THATPILOTS,5Y41TCHE5,BURNERS AND HEATING ELEMENTS ARE I Y T GL092T 4, 2 A MINIMUM OP 18"ABOVE THE FLOOR LEVEL. O J -1, �- I •p 29.PROVIDE SMITTY PAN W/DRAIN BENEATH WAv9HER. x . I_ 1_ �__ D. T 30.2xb STUD WALL. W� I tltl 6.v CPr. ♦ 9 :: q KITC EN 4 4 I O 7 31.PONY WALL.SEE PLAN FOR HEIGHT. o m , 9'-I"GL8 yy t Y 32.BALLOON FRAM®WALLS.9�9TRL'GTURAL PRAMINb PLANS, IY D' 3_2• , `4 l'/ , 246D J .I J 1 9'-0' 4'-4' 10"-0• _ , r 5p 53.PLUMBINb WASTE DROP FROM ABOVE. a J T R + 2 M B T 14 1 f 34.22"X 90 ATTIC AGGEf.{PANEL PER C.B.G.1505.1. \ D V-4' ry J 4 FF 9 O D.4CLd 35.(OR PERA M1 C.9C.�1 PROVIDE FUEL SAS,LIGHT AND SWITCH. /T 9'-I' 36.METAL FIREPLACE.SEE MANUFACTURES SPEGIFIGATIONS FOR 6 'D RAISED HEARTH REQUIREMENTS.SEE PLAN FOR BOX SIZE. ry V I Illy 19 I J N I PROVIDE FIs.AND KEY. PROVIDE 6LA9S ENCLOSURE. _-__ ._ __ --- 3T. L11NATION REGU REh1T5)F%))CX�IFY B-VENT EXITING W .._«_ __ .• N - L 6056 x-�•_ 46 S 24 f 36 ELECTRICAL SERVICE PANEL(SEE UTILITY PLAN. L. LF•PO ' 4 POST q 1 ;, I 2I 9D q n 40.366:HIGH GUARDRAIL PER C.H.G. 4. K r r A Y 1 2 2060 41 .34'-38"HIGH HANDRAIL ABOVE NOSING PER C.B.G.IO1OSS.9b ew• M BEDROOM 2 s MTL. I IX 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. LG O 1 9'-I'GL6. _ I LIWNG 43. LINE OF MASONRY VENl�R SEE ELEVATION FOR HEIGHT.SEE 6 DEN i SLAB IN PLAN FOR TOE PTO.RETURN DIMENSIONS. r^ 496• 9'-I•GLb. `, 'y 1 A.Y , 1 I 44. LINE OF 42"WAINSCOT.SEE ELEVATION FOR HEIGHT. n pl 4 I Io'-D• o s-Io S. 4,-0- 2' S'-4" 2'-4• 10'-D O 45.LINE IN WAINSCOT F PLAN FOR SEE ELEVATION TIO HEIGHT.5� O A I 5'-0' 1'-0' 3'-6• W r I b i SLAB INTERFACE i-H L$t IRS FOR MORE INFORMATION. 46.PROVIDE(-HOUR FIRE RESISTIVE GONSTRl1CTION UNDER STAIRS M 1 AT ENCLOSED USABLE PER C.B.G.1009.3.9.9 F�•� T. p_,• MASTER 1 O LfAu VARIED I - 41.LINE OF CRIPPLE WALL ABOVE. 46.FLAT SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. 49.ARCHED SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. 1 1 50.LINE OF FLOOR ABOVE. 4e 90 BEDROOM 1 §p 5 SHELF.SEE PLAN FOR HE16HT. �t 4 - 2D6H I 'i` I 52.&LASS BLOCK. n �``� WALK IN D_D".1 p I 4 / 1 \ O 53.DUCT CHASE.VERIFY At H.VA.G.DRAPUNGS. CL.OSCT I a ID o �_� 1 _ NTRYT / \ 1 54.REGE99ED LUMINOUS CEILING.S�FLOOR PLAN FOR SIZE AND Z 9'-I•cLb. '✓r HALL lam? 1 it 19�9•t cLb. I r / I \ 8 ' -------- " SEE UTILITY PLAN FOR ADDITIONAL INFORMATION S 1 11 N 17 p 9'-1'GLb. rl p / I \ 1 v a p 55.LII�OP DECORATIVE PORGN RAILINb.9�P1.EVATION. ^ T i SHELF T.POLI I I'...., g - / �"1 \ �62 TOP OF GUARDRAIL SHALL NOT BE LE55 THAN 3b"IN HEIGHT. v, GAR GE f !� 56.LIPlE OF EXTERIOR BALCONY GUARDRAIL.5�ELEV.FOR SPEC. -- ` 1 • - -- - 1 Y / \ OPEN GUARDRAILS SHALL R N HAVE INTERMEDIATE AILS OR A g >WJ I ORNAMENTAL PATTERN SUCH THAT A SPHERE 4'IN DIAMETER 6 O o 5,.PROVIDE DECK DRAIN(5)CANNOT PASS THROUSH.PWA/OVERFLOW.PROVIDE BUILT-UP O In m m w ,M H�IYYYY -_-_ _1- �. PORCH r 9'-I'CL.G. 4'-2' I \ bl 9D DECKING MATERIAL BEHIND DRAIN(5)50 TO DIVERT WATER Q F, A C� 1 iN AWAY FROM GORPBIE(9). 1 `II // f I \ so W TOML BAR-H&T.54"ABOVE FIN.PLR. V) t BEDROOM 3 ^ D 160TO SEGT144AL GARAGE DOOR 5q.24"TOYCL BAR-HOT.54"ABOVE PIN.PLR XII9'-I'CL6. I -- / \ I 60.TOILET PAPER HOLDER-H&T 24'ABOVE FIN.FLR. LL U- W o m m .IIOV OUTLET FOR IRRIGATION CLOCK. OPTIONAL DEN \2 "' P I 62.2 O METER LOCATION.SEE SLAB INTERFACEOPTIONAL 15 PLAN. 1 @ l T - n ry 'I ry 64.INSTALL OPEN 15'OP.RT PilS�STANDARD.OPTIONAL 15'DP.CABINET. 1 4 j a 1 _ ___i_____ 6 5.ABOVE LIGHT COMFORT STAR BW��fi PLAOl1E SCALE:I/4"-I1-0" 4 $ 4 _1I � � �IIj• 1I b90 49 _-- 4e ----------- F GENERAL PLAN NOTES Q u o -04 SEE _ (SEE PLAN FOR AT DOLIBLE INTERIOR DOOR TOIL IL r 'd Q 1 I ELEV. PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. < N 2.ALL&ARA&E SERVICE DOORS TO BE HOLLOW CORE 1 9/6" wz TF THICK EXTERIOR GRADE.(SEE PLAN FOR SIZE). (> a} Q 'O 'er 3.ALL HOUSE TO GARAGE DOORS TO BE SOLID CORE 19/S'THK. 2 SELF CL051N&AND TIGHT FITTING OR A SELF CLOSING,TIGHT- IL 0 p O - -- FITTING DOOR HAVING A FIRE-PROTECTION RATING OF NOT LESS 0 Qm m OPT.6000 9L. 60D0 5L.GL.I7R -�:.. b THAN 20 MINUTES WHEN TESTED.(SEE PLAN POIe SIZE) O IL p w J 6L..b TEMP. TEMP.•; ` 4.ALL ENTRY DOORS TO BE SOLID GORE 1 3/4'THICK.(SM PLAN H �I�S' ~--- - 0 C D FOR SIZE).AT DOABLE ENTRY DOOR PROVIDE DEADBOLT AT y1�� Q �/ TOP AND BOTTOM OF INACTIVE DOOR. p�p Tl W VVi 1 ri , l ri' IX. IX. IX. si l � 0 Z 5.ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4'THICK C p O (SEE PLAN ATZTOPP AND BOB OF INACTIVEDOOR.PROVIDE DOUBLE FRENCH DOOR Q O b'�• 3110• 1'-II` 4'-S• 6' 412" 66• 6.BUILDER SHALL VERIFY W/ANPOW MANUFACTURER THAT ALL n m Q Z ESCAPE OR RESCUE AINPOW5 5HALL HAVE A MINIMUM NET CLEAR ARM FEET. I� �/� /��� w V N ♦'10'-4' 5'-2" 2'-S• Ibti2'R.O. 2'-S' OPENABLE HEIOPENABLE �6HT V1 A OF 5MEN50)N SHALL BE 24 THE I�NNGFC9.THE MINIMUM 8 f f l< V/ W J li v DEN NET CLEAR OPENABL.E WIDTH DIMENSION SHALL x 20 INCHES 9'-I'GL6. 19'-0' II'-4' 20'-0' ABOVE THE FINISHM SILL (PER GB.G1 9 O.NO A9 RE THAN 4 INCHES^. � �m O � 3 Z d Q MASTER SQ. FOOTAGE STD. PLAN �,-0. =0, 4 <o Y riINDOMLS NOT MEETING THESE REQUIREMENTS SHALL BE GREAT BROUGHT TO THE IMMEDIATE ATTENTION OP THE ARCHITECT. = U p]o ROOM BEDROOM FIRST FLOOR I b'!I �}� oov Q PROVIDE A I-HOUIt FIRE RATED OCCUPANCY ¢ 9'-I•GLG. 9'-I"GL6. SECOND FLOOR 24-T �P�r�I�N SECT INS A��A to EION 3) pELL f`� TOTAL I 411 8 AND TABLE 3-B OF THE'CALIFORNIA BUILDING qQH}I1I CODE FOR 6ROUP R DIVISION 3 AND 6ROUP U <<`- G GARAGE 431 DIVISION I OGGUFANGIb. � �� STIO'1. TURAL MB•1DER5 5UPPORTING HORIZONTAL ...I OGCUPANGY SEPARATION SHALL COMPLY WITH SQ, FOOTAGE W/ OPT, SECTION 9022 OF CALIFORNIA EUILDIN6 CCDE. BAY AT M. BEORM. C •20 sQ.PT. I -- FIRST FLOOR I bql p SECOND FLOOR 24-7 _ N sa m o z TOTAL I a38 (Ay - S. D 1-IRST FLOOR PL�tN / 3 SEE ADDENDA FOR PLAN cal . ' NOTE,FINISHED SWARE FOOTAGE CALCULATIONS SCALE V4"-1'-0• CHANGE P@2 ELEVATION. '" T „E'j ■ \ FOR THIS HOUSE WERE MADE BASED ON PLAN L ,ml DIHIENSION5 ONLY AND MAY VARY FROM THE 2 U N X OPTIONAL D N FINIGMm SQUARE FOOTAGE OF THE HOUSE AS BUILT _EXTENT W OF INDICATE-5 OR X WITH STANDARD FULL WALLS AND DOOR �`"`E ""`°" PLANN FOR Hri&T� s U m r FLOOR PLAN NOTES BC D 3.2b4 .VERIFY CLEAR REFRIGERATOR SPADE.PLUMB FOR WATER.SUPPLY. IX. IX. IX. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.PANTRY.SEE INTERIOR ELEVATIONS. 3.30"SLIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, LIGHT t FAN VENT TO OUTSIDE AIR). 4.36'GOO'TOP W/METAL HOOD W/LIGHT t FAN -" (VENT TO OUTSIDE AIR). 5'-2' S'-0' 5-2' 25'iN" 5.St.GOOKTOP YV DOWNDRAFT FAN(VENT TO OUTSIDE AIR). a a a a 6.50"COOKTOP(DROP-IN)W/METAL HOOD W/LIGHT 1 FAN }tt� �T[�' 'j(�� }}►Y ��{{ tttt _NEW TO OUTSIDE AIR)W/30'BUILT-IN OVEN(BELOYU. Q u 2646 9.H JF: ll.2646 9.H 14 1Y 2646 Fb u "I.50'OPT.DOUBLE OVEK/MICROYtAVE OVEN e BUILT-IN MICROWAVE. q..OPTIONAL TRASH COMPACTOR. IO.OPTIONAL RECYCLE BIN. t- --- ---- ---- ---- ------------------------- Y I I.5'-0"TUB/SHOVER YV WATER RESISTANT WAINSCOT TO 72' ABOVE DRAIN U.N.O.PROVIDE SHOWER CURTAIN ROD U.N.O. I2.PRECAST SHOWER PAN.SEE PLAN FOR SIZE. ABOVE DRAIN U.N.O. 13.FIBERGLASS SHOWER UNIT.SEE PLAN FOR SIZE. 14.60-X 42'OVAL TUB W/CERAMIC TILE WAINSCOT.PROVIDE a a a a a a a a a a a MOTOR AC1_E55 PANEL AT OPTIONAL SPA/WVROMASSA&E o I I 5ATHTU55.VERIPY G SIZE AND LOCATION OF AGESS PANEL. 7-6 In I SHATTIBIPRI I6. OTF 6LASS FOR HEISVER CLO�.SHOVER SEA SEE_ 1.LINEN CABINET. SEE INTERIOR ELEVATIONS. 24'-T In' I -- - y t - -- I 18.(5)EQUALLY SPACED SHELVES. Iq.F.A.U.9'VENT TO OUTSIDE AIR. n n BEDROOM 4/ BATH 3 �.WCOMBUSTION TU'VENT TO OUTSIDE AIR I I I I I I I 21.PROVIDE A 18"HIGH VV.PLATFORM FOR"oR F.A.U.PROVIDE 4 I I I - I 4 I V.1-7ASHarN ON HL�N6 PLAN^5 RETURN FAD.IR l NL OR I a SCALE.1/4"-1�0' I I I I I I I I IF PAU.AND VVH ARE SIDE BY SIDE PROVIDE A"T"PLU-151N6 AT ELEV. 'G' } I I I I I I I I FITTING AT F.G.AND A COMBO.8'VENT CONNECTION FOR VOL. Q®a a a a a a a a a IL USE OF EQUIPMENT.(VERIFY) ■ 22.14"X I6"'S"SCREENED 1 LOWERED COMBUSTION AIR VENT. r I I I I I I I 25.3"VIA.BUMf''ER PIPE 36"HIGH YV MIN.12"EMBEDMENT. I 24.TEMPERATURE 1 PRE99-RE RELIEF VALVE. I 25.14"x 6"&ARAGE EXHAUST VENT,SCREENED AVID LOWERED.20'-4 In" 26.eLoeVEENR CM 14 PPtt..'LEN&TH INCLUDING(2)qO DEGRME I I lit_6* I 4 9-1 1/2" 2T.PROVIDE WATER•WASTE FOR WASHER. Y! 28.GAS DRYERS INSTALLED IN A GARAGE MUST BE ELEVATED 50 In d {-} \ IO'-4•I / 6'-2' \ 3'-6" / 41 V2' THAT PILOTS,SWITCHES,BURNER5 AND HEATING ELEMENTS ARE Q 2640 S.H. 2640 W.I. I I A MINIMUM OF 18^ABOVE THE FLOOR LEVEL. o op 2A.PROVIDE SMITTY PAN W/DRAIN BENEATH WASHER. 2 adq .2x6 STUD WALL.30 w� 3 1 PONY WALL.SEE PLAN FOR HEIGHT. o 'YN I 92.BALLOON FRAMED W EE ALL5.5 STRUCTURAL FRAMING PLANS, < 0. 46 I 39.PLUMBING WASTE DROP FROM ABOVE. `� Q I 4 I 34.22"X 50"ATTIC AGGESS PANEL PER C.D.C.1505.1. ` p CZESS PANEL. gEV, 35.(OR PER GM1 C.9C. IDPROVIDE 3FUEL GAS,LI0"ATTIC A 6HT AND SWITCH. I 3�5" ---- ----------- 4 36. WMETAL FIREPLACE.SEE MANUFACTURES SPECIFICATIONS FOR 6-2" 'C I - RAISED ARTHI REOUIREMENTS.SEE PLAN FOR BOX SIZE. PROVIDE F.6.AND KEY. PROVIDE&LASS ENCLOSURE. 3T. NNDLT1'ERRMINAT�LION RREEQU EMENTTS)VE F ( IFY B-VENT EXITING F 38.ELECTRICAL 5ER/IGE PANEL.(SEE UTILITY PLAN. a 24'-T 1/2' Q I DN. I 34.NEWEL POST. /4 R ITR I A 40.56'HIGH GUARDRAIL PER 69.C.SOq. I Q I6 I II IX 1TISVEELEVATION. 0099.9bX _ 42.LINE OF 5YNTHETIGTONNEER.SEE NOSIN6 PER 43.LHE OF MASONRY VENEER SEE ELEVATION FOR HMI&KT.SEE BEDROOM -4/ BATH 3 I LOFT 6 - 2A I SLAB INTERFACE PLAN FOR TOE FT&.RETURN DIMENSIONS, ((( 4-4.LINE OF.2'WAINSCOT.SEE ELEVATION FOR HEIGHT. • r OPT. BED '1' / 1'-° 41 I 4 I 45.LINE OF WAINSCOT FURR'6.5BE ELEVATION FOR HEIGHT.SEE AT ELEV. B' SCALE vr. EATH 3 n SLAB INTERFACE PLAN FOR MORE INFORMATION. CLb. I 46.PROVIDE I-HOUR G FIRE RESISTIVE ONS•TRUGTION UNDER STAIRS m ----- --------- ---- AT ENCLOSED U5A5L.E PER C.B.C.1003.59.E 4-1 LINE Or- E KALL ABOVE. TYP I O_ 48.FLAT SOFFIT BEE PLAN FOR HEIGHT OR DETAIL. Li •C\ I 414.ARCHED SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. I / I \ 2 I 50.LINE SHELF FSEE PLANI&HT. &LASS BLOCK. Z OPEN LI I 53.DUCT CHASE.VERIFY YV H.VAC.DRAWINGS. W TO BELO / I \\ i 54.RECESSED LUMINOUS CEILING.SEE FLOOR PLAN FOR SIZE AND J o / 30 SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. (L 2 o 24'-T 1n' 55.LINE OF DECORATIVE PORCH RAILING.5EE ELEVATION. X S 56.LIHE OF EXTERIOR BALCONY SUARDRAIL.SEE ELEV.FOR SPEC. rn aD / \ I TOP OF GUARDRAIL SHALL NOT BE LESS THAN 36'IN HEIGHT. O vi m 6'-4• 4'-8' S'-0" 6'-I In^ OPEN&UARDRAIL5 SHALL HAVE INTERMEDIATE RAILS OR AN O x a Q / o3o 5 26 9.N. }'IY 030 5. \ 26 "Is I \ I ORNAMENTAL PATTERN SUCH THAT A SPHERE 4"IN DIAMETER ILL J CANNOT PA55 THROU&H.PER G.B.G.509A. rA d o ry I 5-7.PROVIDE DECK VRAIN(5)YV OVERFLOW.PROVIDE BUILT-UP p y awe ,m DECKING MATERIAL BEHIND VRAIN(S)50 TO DIVERT WATER AWAY Q Z FROM GoRNER(5). 1 U O �, o ao 58, 18'TOYEL BAR-H6T.54"ABOVE FIN.FLR. J U o I 514.24'TOVEL BAR-H&T.54'ABOVE FIN.FLR //'''�t LL1 b0.TOILET PAPER HOLDER-H&T 24'ABOVE FIN.FLR. LL(n O a+ '� m I 4e \ N I \ bl .IIOV OUTLET FOR IRRIGATION GLor Z nU x F a 14 41 I 62.6A9 FETTER LOCATION.SEE SLAB INTERFACE PLAN. u o = ;Q I Ems. FGV. �v. \r---- --- / I \t 64.2 OPEN 15'DP.S HELVES STANDARD.OPTIONAL 15•DP.CABMET. S El I I b5.INSTALL COMFORT WISE/EHERGY STAR BRA55 PLA LE r m 'n 2 c I I ABOVE L16W SWITCH. II $ II I ------- q GNP i I I -------------- ( GENERAL PLAN NOTES g Q Q 6 I I I.ALL INTERIOR DOORS TO BE HOLLOW GORE 1 5/6'THK.U.N.& a d a II I (SEE PLAN FOR 5I2E).AT DOUBLE INTERIOR DOOR CONDITIONS 'Q I PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR F}}~ N m I 2.ALL&ARA&E SERVICE DOORS TO BE HOLLOW GORE 1 3/8" W Z -1- -- -4 THICK EXTERIOR GRADE.(5EE PLAN FOR SIZE). < Q} Q - T 5.ALL HOUSE TO 6ARAbE DOORS TO 9E SOLID GORE 13/8"THK. IL o 8m °, N 124"x - m SELF OLO5IN5 AND T16HT FITTING OR A SELF CLOSING,T16HT- O Q - - FITTIN6 DOOR HAVING A FIRE-PROTECTION RATING OF NOT LESS Y O m OPEN THAN 20 MINUTES WHEN TESTED.(SEE PLAN FOR SIZE) ! OVKQ (� TO 4.ALL ENTRY DOORS TO BE SOLID GORE 1 3/4"THICK.(SEE PLAN S F Q B J BEDROOM 4 ` 3O C D FOR SIZE).AT DOUBLE ENTRY DOOR PROVIDE DEADBOLT AT yF�0 W _ 6'-1"CL&. I IX. IX. M E E W TOP AND BOTTOM OF INACTIVE DOOR. o Z 5.ALL EXTERIOR FRENCH DOORS E RE SOLID GORE 19/4'THICK n o (SEE PLAN FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDE u 4 / \ O VEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. H }F O b.BUILDER 5HALL VERIFY YV WINDOW MANUFACTURER THAT ALL n ESCAPE OR RE9G)E WINDOWS SHALL HAVE A MINIMUM NET CLEAR !� w U N Z I3'-O" II'-T I/2• OPENABL.E AREA OF 5.T SQUARE FEET.THE MINIMUM CLEAR u_ /A O M Q OPENABLIM HEIGHT PIT-EN51ON SHALL BE 24 INGHE5.THE MINIMUM < V, J V V V NET CLEAR OPENABLE WDTH DIMENSION SHALL BE 20 INCHES !I�V µ1ybyy ry IV 24'-T 1/2' 20'-4 1n" AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES Yl O 3 Z d Q ABOVE THE FLOOR.(PER CDC.310.4),AS INDICATED BY O Q yU WINDOYI5 NOT F$TIN&THESE REQUIREMENT5 SHALL BE z I JN-'-I� 11 ca a BROUGHT TO TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. IU�IF f 1 o Ov a ¢H 24'-T In' �Qd1p d� BEDROOM 4/ BATH 3LE 1/,. AT ELEV. 'A' - -- - Mi SECOND FLOOR PLAN � ��4 M Q 8.62 SCALE.V, -O T \� ■ Gzzfil1 x z o� 0 r UTILITY LEGEND SURFACE MOUNTED CEILING L16HT FIXTURE 'oneio� RECESSED LIGHT FIXTURE HAN61NO LIGHT FIXTURE a a a a VP. RECESSED LIGHT FIXTURE YV/VAPORI'ROOF LENS 1111 COVER. (6FGI AT HYDROMA55A6E BATHTUBS) A/!PAD l VCIlIFY H� WALL MOUNTED LIGHT FIXTURE LOCATION DISC.W.P.W/ T '. DISCONNECT _______________ .ea^ `84• \ /iO9" II/L WALL MOUNTED SCONCE LIGHT ._-. �...._ _ \• SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER I1T / // I - UNDeR CABINET LIGHT FIXTURE EAVE FLUSH MOUNTED STAIR TREAD LIGHT. HOLIDAY 16R T a a a a a a a a a a a RECESSED FRACTIONAL.HP EXHAUST FAN, HS. \.\ DEN-.-- ' SWITCH CONTROLLED - - / I -- J RECIEE�NTROLLI COMBINATION LI6HT/EXHAU5T FAN, MASTER MASTER " BEDROOM _iir- GREAT ROOM Xi/ v N BEDROOM eIC�DNT�I COMBINATION EXHAUST FAN/HEATER • \ \ \ LED 120V DUPLE%CONVENIENCE RECEPTACLE OPT, BAY WINDOW 1 ' \\ - - - 220 240V SINGLE CONVENIENCE RECEPTACLE a a a a a a a a a a D- � 1F/ L 120v DUPLEX CONVENIENCE RECEPTACLE, 0 \PH. SWITCH CONTROLED,I/2 HOT •!^r HOT 120V QUADFLEX CONVENIENCE RECEPTACLE, \- \ ,* r-- LU2Yt =T. 12OV,DUPLEX CONVENIENCE RECEPTACLE BELOW N (INGL.INSIDE CABINET OR ABOVE AT GEILIN6). H O m VP. 170d,Y'CATHERPROOF DUPLEX GONVEMENGe 1 \ i 1��` did., �� RECEPTACLE LIAR ITC.EN (rf# — � .ri ,< <` ` -\. �.. / LIG TR LI�IFpR 120V,GROUND FAULT CIRCUIT-INTERRUPTER(bFGI) G,®."VERN6 `- CLBdT.bTART� .-L i.�._.9 D ' +--- i ` M BATH DUPLEX CONVENIENCE RECEPTACLE q ` [ G L - HP. 12OV,Y✓E` ATHERPROOF 6.P.C.1.DUPLEX CONVENIENCE „ \ 0 ` •• I - -- RECEPTACLES 1 Ii WALK I N ... -- - ✓- - - -IIL- GLOSLT ❑ i -.--- • i W.P DMIGATIED HIbH SPEED PHONE OUTLET `n D' I 120V FLOOR TYPE DUPLEX RECEPTACLE,W/GOVER RO MIG SINGLE POLE LIbHT SWITCH .+ .,_� /�r - \ LIGHTS / 3 THREE-WAY LIGHT SWITCH DEN V BEDROOM \ ---J+GTr -04 FOUR-WAY LIGHT SWITCH PI _ D - i / -YA-D SINGLE POLE LIGHT SWITCH NY DIMMER CONTROL \ I / // \\ -�--•a Pry TELEPHONE JACK p \ ip GARAGE \\ \ N. MASTER � U !I uP \ �'Q N. T'L tVISION ANTENNA /GABLE JACK _ BEDROOM N ! \. / \\ DOOR OPENER DOOR GRIMES OR GARAGE Q \ \ \\ �STIB OUT a B \ \ eee DOOR CHIMES HALL I:..1 16Nr \ AT GLe. FOR GAS METER o_ _ I \ /DlMARCATION BOX T THERMOSTAT,VERIFY LOCATION WITH HEATING J v Ii O � I EN RYA �` O o - - BEY rO THE STIR AG LAYOUT x p LAY FOR W X 30 �= T~CABLE 'H 1 Oj JUNCTION BOX,WITH COVER OR ADAPTOR AS N d M m 1--_ r 1 _ti T --_ ; REQUIRED O U U O I ! L3.EGTRIGAL 6 Li I o uMJDeHrR' 11 (�SERVIGE PANEL O5 SMOKE ALARM,ICBO APPROVED,CEILING PC7 a . __ _I_---� -• \ ! '- _. ! MOUNTED,HARD W IRED AND W/BATTERY BACKUP Oa 1 J O GEILINO FAN JUNCTION BOX,WITH COVER OR J(n a \) _ ZZ •1�--/ - � 'O � � � W P �; T�R IbATION �� �+ {7 � I PORCH �/ j ADAPTOR AS REQUIRED ^ w W o N. BEDROOM 3 ------ _ LL z ce F w r. // 1 // O (LOA VLI&HTDOLTA�6E)TIE TO PHOTOCELL.VON(VISIBLE STREET) OPTIONAL DEN 5CA�E /•=1,_0,: /; I 'A4.1v t'f. 16HT9 ----------- .:., �'-� 11 VACUUM LOCATION. 1/2 / PHOTO CELL ^.OFT.L14HT5 UNDER HOT i' I 'AT\.64"LLIIOR /'/ kW PHOTO AT.&4.LrLWR VG DEDICATED CIRCUIT FOR VACUUM SYSTEM .� IBHr /(1 20 AMP.MIN. d FOR HOLIDAY T`/ \, � I W LIGHTS 0I \. /�� 4 SECURITY SYSTEM MASTER UNITcli �� r FLOOR DRA NOTED IN(PD)OR AREA DRAIN(AD), « O Q a d SEE ELEVATIONS FOR EXACT IL p p} 0 \\ LOCATION OF LIGHTED / Q ROOF DRAIN(RP) pp Wm J DD ARESS 516N. 11 L v \ / +_-_HIS HOSE B1BB(HS) p LL 9 (n I,L1 J \ —.—.—.---. — EXTERIOR AND PORCH LI6HTIN6 �i ^^'' _— MAY VARY SM'ELEVATION �F JT � W ~, FLOOR ADDENDA. i�' Y105E BIBS WITH SHUT OFF VALVE(HB/SOU) �SOV Z� W N O Z / ++ FUEL&A5 OUTLET(P6) K }0 O >Obi Q rO T m Q } LOOSE KEY VALVE(KEY) g T //� IL (n 2 w U Z N Q�` � WATER STUB OUT FOR FOR ICE MAKER 8K 1WU Q c A 2 W I? W w J J SURFACE MOUNTED FLUORESCENT •�•! ujn LIGHT FIXTURE O �./ Z a Q GENERAL PLAN NOTES: }9 V a oov d I. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS Miba �yI11 Q F BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR. G.B.G.1203 3 a 2. PROVIDE LISTS NON-REMOVABLE TYPE DAGK FLOW -- B tt PREVENTION DEVICE AT ALL HOW BIBS¢ G P G 603 4.1. 3. 5HOWERS AND M-SHO"�COMBINATIONS SHALJ-BE , PROVIDED VV INDMDUAL CONTROL VALVES OF THE PRE99URE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE.G.F.G.420. - /''�—`''/`/'�-\' 4. ALL BRANCH CIRCUITS THAT 511PPLY 125I T.SINGLE PHASE, FIRST FLOOR UTILITY PLAN 15 AND 20-AMPERE OUTLET5 INSTALL.IN.L L LING UNIT b. -_ FLUORCSCENT GAMS BY LITHONIA LIbHTINb(GKP-62)WITH t•2 L1 BEDROOMS SHALL BE PROTECTED BY AN ARC,-FAULT CIRCUIT �, SMOOTH WHITE TRIM KIT AND 3000KELVIN 6E BULBS.AT 9,:J BCALE.VI•�V-O• KITGFCN AND BATH. INTERRUPTER LISTS TO PROVIDE PROTECTION OF THE ENTIRE i..\� ■ BRANCH CIRCUIT. H.E.G.21O.i2 V l" p tiyW(xj N ?. PROVIDE GAT.5 144ONE WIRING AND R6 6 COAX.GABLE FOR S. PROVIDE 25'-0•LONG•4 RmAR FOR GABLE/PHONE AND 20'-0' Y$?fGG T.V. LONG COPPER FOR ELECTRICAL GROUND PER CEC.SEC.250.61 cld. Z 0 o V[Q UTILITY LEGEND 0 b03 k, SURFACE MOUNTED CEILING LIGHT FIXTURE REGE33ED LIGHT FIXTURE HAN61NS LIGHT FIXTURE a a a a _._... VP. RECESSED LIGHT FIXTURE W/VAPORPROOF LENS COVER. (Sr_,I AT HYDROMASSA6E BATHTUBS) ;2646 9.H �{'2646 5.H -2646 FD WALL MOUNTED LIGHT FIXTURE WALL MOUNTED SCONCE LIGHT BEDROOM / BATH 3 ,_@_, SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER GABINLPT LIGHT FIXTURE SCALE 1/4"-r-o^ - FLUSH MOUNTED STAIR TREAD LIGHT. aaaa a a a a a a a g RECESSED FRACTIONAL HP EXHAUST FAN, A- SWITCH CONTROLLED RC-GESSEO COMBINATION LI6NT/EXHAU'•T FAN, 5WITCH CONTROLLED _ - REGESSE9 COMBINATION EXHAUST FAN/NEATER SWITCH CONTROLLED li 120V DUPLEX CONVENIENCE RECEPTACLE S AT ELEV. 'G' MW 220 240V SINGLE CONVENIENCE REGEPrAGLE aaaa aaaaaaa a =gm 1/2 120V DUPLEX CONVENIENCE REGE'PTACLE, SWITCH CONTROLLED,1/2 HOT 120V QUADPLEX CONVENIENCE RC- EPTAGLE, 2z .... -:$ 12OV,DUPLEX CONVENIENCE RECEPTACLE BELOW V ga (INGL.INSIDE CABINET OR ABOVE AT CEILING). i =0-- MF• 120V,WEATHERFROOF DUPLEX CONVENIENCE =g .G RECEPTACLE o d 120V,6R RU OUND FAULT CIRCUIT-INTERPTER(6FCU a g a' DUPLEX CONVENIENCE RECEPTACLE BEDROOM '4/ BATH 3 � rv. 120V,WEATHEiRPR00F 6.F.C.I.DUPLEX CONVENIENCE RECEPTACLE V SCALE.1/4"-I'-O" HS. DEDICATEV HIGH SPEED PHONE OUTLET .. .... .... ... .. ....... ram. y: SWIITcH O OO 120V FLOOR TYPE DUPLEX RECEPTACLE,W/COVER �? 0 \ _ SINGLE POLE LIGHT SWITCH .m+ THREE-WAY LIGHT SWITCH raU I -to FOUR-WAY LIGHT SWITCH AT ELEV. 'B' l �y -qo-D SINGLE POLE LIGHT 5WITCH ry DIMMER CONTROL I� / ��3 t\ �--•� PH. TELEPHONE JACK p a LOFT - i OPEN,b Q N. i 1u DN BELOW 1 -I-"Q TV. TELEVISION ANTENNA/GABLE JACK J PUSH BUTTON FOR DOOR CHIMES OR GARAGE /- 1i DOWN DOOR OPENER III / TO GARAGE / / j /'Y •�� DOOR CHIME5 : p / 1i UNDER /' D S 11 DOWH TO 1' "EAVE / THERMOSTAT,VERIFY LOCATION WITH HEATING t o 1/2 / SWITCH K FOR HOLIDAY / AG LAYOUT X y m HOT LIGHTS ' �0: JUNCTION BOX,WITH COVER OR ADAPTOR AS / REQUIRED d / a O5 SMOKE ALARM,ICBO APPROVED,CEILING U. ___ Z v m W \ - i/ MOUNTED,HARD WIRED AND MV BATTERY BACKUP Z $ ,� \ OF CEILING FAN JUNCTION BOX,WITH COVER OR 0 o p c p w \ ADAPTOR AS REQUIRED W �• y LOLL:. -,.. J L16NTED ADDRE'S5 SIGN(VISIBLE FROM STREET) z tw 2 F fn \ / 0 (LOW VOLTAGE)TIED TO PHOTOCELL. -"tf��� V VACUUM LOCATION. yy / + F / BA. 'I. 2Dp IACATIED MP.MIN.CIRCUIT FOR VACUUM SYSTEM at ® _1 ` ' JW- SECURITY SYSTEM MASTER UNIT ( � Q } 1 ........�I _- FLOOR DRAIN(KD)OR AREA DRAIN(AD), Iuy Q / A5 NOTED ILL LL Q Q p �;1 OK AS ROOF DRAIN(RD) U 8 J BEDRQ OM 4 n-� OPEN HISHOSE BIBB(HB) ipO�l�Q (n w J To HS HOSE BIBS WITH SHUT OFF VALVE(FB/50V) p fW �1 J¢l O _ -{-♦ FUEL 6A9 OUTLET(P >0, 6) 2 0.'�;} U� O r LOOSE KEY VALVE(KEY) a on� !IF�V ��/c/// a)AIf 111 mUN Z —�W - WATER STUB OUT FOR FOR ICE MAKER T w (� ES SURFACE MOUNTED FLUORCENT Gl Cw7 r —.. µ1 i _ `ti LIGHT FIXTURE _ < M o Q Q > Caj `V GENERAL PLAN NOTES: g�' �2�Q9 U m Q I. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS M-V- FE� BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR. :.E3.- 203.3 BEDROOM 4/ BATH 3 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW a SCALE.1/4'•-r-o" PREVENTION DEVICE AT ALL HOSE SIMS.G P.G.605-4.'. AT ELEV. 'A' 3. PROVIDED�INDIVIDUAL COMBINATIONS IL VAL�B Or T� PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. P G 120 �!\• 4. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT,51NOLE PHASE, N o �6. NEW FLUORESCENT GAN9 BY LITHONIA LIGHTING(GKP-62)WITH 15 AND 20-AMFE OUTLETS INSTALLED IN DYELLIN6 UNIT < c7 SMOOTH WHITE TRIM KIT AND 3000KELVIN 6E BULBS.AT 51iALL BE PROTECT®BY AN ARG-FAULT CIRCUIT ' INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE KITGFEN AND BATH. p1 SECOND FLOOR UTILITY PLAN �; DRANGHGIRGUIT. �� scALE.v4•-r-o T. PROVIDE GAT.5 PHONE WIRING AND RG 6 COAX.GABLE FOR 5, PROVIDE 2W-O'LONG 04 REEAR FOR GABLE/PHONE AND 20b' o T.V. LONG COPPER FOR ELECTRICAL GROUND PER G.E.G.5EC.250.61 cod. x p m 0 i INTERIOR ELEVATION NOTES KITCHEN SINK WITH&ARBA&E DISPOSAL. b m 25' IZ' 12' IZ" VEGETABLE SINK. Z4 29 Z9 29 3. REFRIGERATOR SPACE. 4. SO.'5LIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, 5. L16HT t FAN GENT TO OUTSIDE AIR). 6. 50"MIGRO/HOOD COMBO.(VENT TO OUTSIDE AIR). 8. S DISH�'YIASHER OVEN, a a a a 9. TRASH COMPACTOR SPACE. �I -- I O. REGYGL BIN SPADE. IIL-Ill }k� I 12 YIARMIN6 DRA/'CR SPACE. 1 . CABINET DOORS WITH&LASS. 13 TOP AND SPLASH. Q 4/ NO 9PLA�6H 14. TOE SPADE. (SEE ELEV.FOR HEIGHT). 5 ;4 12 12 I IZ IT . AOFFIT.(SEE ELEVATION FOR DEFTW 12 16 I'1. WINE COOLER SPACE. ls ]-� ����QQ Q1��Q QQ Q�Q� �1�� __ C�=�m �lIlll--1IIlll��--7 �4 �� O ��❑� +� ^'ip ��1� I I 19. MIXED AAPRE-FAB INS COT. aaaaa a a a a a a20. TIAAINN5COT. I I 2 I 212DCINE CABINET. . MIRROR(5O•ELEVATION FOR HT) Z9VANITYSPADE.ElB . SHATERPROOF ENCLOSURE.24 25. CURTAIN ROD. 26. DANJO TOP AND SPLASH. 9 j OPTIONAL I3 28 2'a'CLR STANDARD 13 28 2'a'CLR. 3'-9'CLR FRONT s'o rLR 21. UNDER COUNTER REFRIBERATIO SPACE. 2B 13 2B 19 20. BASE CABINET.(SEE ELEVATION FOR DEPTH) 1 4" 24" VERIFY 4" 24" VERIFY VatIPY 2-4- 4" "woo" 24' 4' 24. UPPER GA8INET.(SEE ELE`/ATIOTI FOR DE4T14) _ 30. FACE FRAME CABINET.(SEE ELEVATION FOR DEPTH) KITCHEN ISLAND 31 DESK KNEE SPACE 32. D LAUNRY SINK. aaaa a a a a a a a 33. VENTILATED SHELF AND POLE. 34. VCT-BAR 51NK. 35. AINE RACK. 36 BUILT-IN i 15" 3B. OPTIONAL SHELVES 3'1. ASS BLOCK. SMITTY PAN. 29 wZ NOTES: o CABINET DRAAIN65 ARE FOR SGEHMATIC USE ONLY PEFER TO BUILDER SPECIFICATIONS AND SHOP DRAAIN&S BY CABINET w� MANUFACTURER FOR FURTHER INFORMATION. a PAINT 6RADG I 15 Ir VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE b 12'XIZ• MATERIALS AITH THE FIREPLACE CHOSEN BY THE BUILDER 11-I'7 I O 2I MEDIA NICHE A7 THE TIME GONSTRIIGTION/INSTALLATION. zl IZ 2 � :I I I I I �24• I :a p � b I'E" I'H5" -24' cl as Z I I I36. IZ'!'MIN. n 1 ri I ri I box 13 20 9 3 " 20 19 4" 21 21' 4" MASTER BATH BATH 2 LAUNDRY FIREPLACE ELEVATION z a I NOTE: V)Z MOUNT ALL 5HOWER ZO F o ABOVE TUB 5HOWER X>> g � 5 PAN. (DRAIN INLET) J w x `n 6 m v � v W W 6 Q t o ---- Zo Q d rn u I II X(L a m a W I z w z F w Lu I ANMY Y DN. Is p I-1R : � Y � •cLs. 46 > a ¢ .4 - - CIASKIRT BOARDS y" SKI 39 BO la 41 I I RISE-T Sna•: —�• —� pO Q Lu rW- �� RUN ,10" ! LAU UI 2i W }b d)­° �a O 2 >z_y � U = Uz( W N M 2 I I I 99 �c (D co' I Q ENT 4a I ENTRY CC — _ X OPEN I < o AN � I I -x� � ENTRY H _ U TO BELOW I � o o n ci WNALK-IN �4 I II HALL PANTRYGm n x x 0 0 o CO SECTION 11YI' SECTION "XII n W scALe: 1/4— r-o' scALe: v4"= r-a' SECOND FLOOR PLAN FIRST FLOOR PLAN VOID 5CALE: 1/4 1'-0" SCALE 1/411= I-O" m m 0 i SECTION NOTES 10A�o= j IZ I FASCIA BOARD.SEE ELEVATION. BARGE BOARD.SEE ELEVATION. - 3.EXPOSED RAFTER TAILS. 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. 5.ROOF SHEATHING. 1 .... :.. TOP PLT. 6.DESIGNED WOOD ROOF .._____. 7.HEEL STAND TRUSSES. q q q a 12 9.X ROOF RAFTERS. O.2X ROOF JOISTS. s 5 1Z 5 4 6 RISC. T 3/ID's ` 1 2.RIDGE BOARD/BEAM. 1 R-30 T 1 .2X CEILING JOISTS. _.. RUN • 10' O 13.FLUSH BEAM. 21 14.DROPPED BEAM. 15.HEADER 40 I2 16.IX OVER 2X TOP PLATE AT NON-SEARING,WALL. 5 1 7.DOUBLE 2X TOP PLATE AT EXTERIOR{BEARING WALLS. 41 FIN.FLR 16.2X FLOOR JOISTS. b 14. DESIGNED FLOOR TRUEDSE55. aaaa a a a a a a a TOP PLT. .... TOP PLT. TOP PLT. ... .. ..... TOP PLT. 20.FLOOR SHEATHINb. GARAGE 2 1 .6.1.FLASHING.(ROOF TO Y7ALL) 2 Z.6.1.FLASHING AND SADDLE/CRICKET. 49 42 � l�' 23.EXPOSED BEAM. R-30 T 47 24 2X SOLE PLATE. e1 25.2X P.TD.F.SILL PLATE. n PROVIDE A 1-f-IOM FIRE RATED OCI-VPAWY ' M M SEPARATION BETWE@l DWELLING AND GARAGE 44 i = i;� 26.2X4 CRIPPLES. - I(ASTER W/C 1 1 BATH A5 REGUIRED PER SECTION 302.4(EXGEPTION 9) 1 'T Z7.2xa CRIPPLES. i . c AND TABLE RC Or THE GALIFORNIA BUILDING GREAT ROOM KITCHEN ANT � '�, ENTRY BA. 2 26.X GE1L1W5 WRRIN6. BEDROOM GODS FOR GRaiP R DIVISION 3 AND GROUP U e S �' 24.2X CLOCAQN6. DIVISION I OCCAFANGIES. ' 90.2x6 STUDS. m STRUCTURAL MEMBERS I SUPPORTING HORIZONTAL ''...� F OCCUPANCY,2 OF CA ON SHALL COMPLY WITH 3 1 .PONY WALL.S�PLAN FOR NEI6HT. ®a a a a a a a a a a - SECTION 3023 OF GALIFORNIA BUILDING GODS. li y 46 33 32.BALLOON L CALD WALLS.5A STRUCTURAL FRAMING PLANS, i STRL'GTURAL CALCULATIONS AND GENERAL NOTES. PIN.PLR. T.O.G. PIN.PLR. PIN.FLR. 94,PLYWOOD TREADS AND RISERS. 35.WINDER STAIR FRAMING W/PLYWOOD TREADS. 36.RIP 2X DECK J015T5 FOR 1/4"PER FOOT SLOPE. SECTION D SECTION C 317.ELASTOMEI¢IG DECKING OVER PLYWOOD SU . INSTALLED TO MANUFACTURER'S SPFLIFIGATIONS. TIONS. 36.2X "NAIL SPADED"DEGKIN6. rn SCALE./r•-I-o" SCALE:I/4"-r-o• 34,CONCRETE FLOOR SLAB, w 40.36"NIGH GUARDRAIL PER C.B,G.504. }g, 4 1.34"-55'HIGH HANDRAIL ABOVE NOSING PER G.S.G.1003Z.9.6. 42.FIBERSATT INSULATION-SEE ENERGY COMPLIANCE SHEET. �. G 43.EXTERIOR FIN15H,REFER TO ELEVATIONS. a G" 44.EXTERIOR SOFFIT(SEE ELEVATION). g ,b 45.SHELF,1/2'GYP.BOARD OVER 3/6'PLYWOOD. ` mO 46.PROVIDE I-HOUR FIRE RESISTIVE CONSTRUCTION UNDER STAIRS s AT ENCLOSED USABLE SPACE PER GBL.1005W 'd 5/6"TYPE'V GYPSUM BOARD WITH 6D GOOLER NAILS AT 7'O.G. G 6 47.5/6'" GYPSUM WALL BOARD y 1 46.1/2 GYPSUM WALL BOARD TOP PLT. ...:.. .-, -- - 49.FIRE SEPARATION BE H/ HOUSE{GARAGE TO BE S/6"TYPE'X"GYP.BD.D.W/bd COOLER NAILS AT 7'O.G. y :50.FIRE SEPARATION BETWEEN 2ND.PLR.4 GAR.GL6.AND 47 WALLS SUPPORTING 2ND FLR.TO BE 5/6"TYPE"X"GYP.BD. FL 21 ATTIC F.A.U. NOTES V LOFTo,1a I. FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN A FURRED SPACE. FIN.FLR. 2. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORING. P i TO PLT. ,....., ' TOP PLT. 3. ATTIC OPENING AND PASSAGEWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE. 4. PROVIDE MINIMUM 24"WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY. 4T S. FURNACE SHALL Be NOT MORE THAN 20 FT.FROM ATTIC p OPENING. o GREAT ROOM KITCHEN BEDROOM 2 HALL BEDROOM 3 1�'M O EM LEVEL"1ORK SPACE OF 30"X 30'MIN. X 7 VENT THROUGH ROOF A MIN.OF 5 FT.ABOVE THE HIGHEST VENTun COLLAR WEIGH IT SERVES. C C5 I p 4Z 6. FURNACE INSTALLATION SHALL MEET ALL LIST®CLEARANCES. Z 07 W W 4. RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY SO Q F E- Gt O FIN.FLR. FIN.FLR INSULATION BENEATH WILL NOT BE COMPRESSED. V ppC.>, p tQ {}...�( GENERAL SECTION NOTES �`n z Z " SECTIONy..� I. REFER TO STRUCTURAL EN61NEEKS DRAWIN65,DETAILS AND SCALE-v4"-1'-0" NOTES FOR INFORMATION NOT 5HOW4 HERE. QQ j 4 2. REFER TO TRUSS DRAWIN65 FOR INFORMATION NOT 5HOWV T < 5 HERE. l WE a Q 3. SECTIONS REFLECT THE"A"ELEVATION U.N.O. 6 4. ROOF SLOPE(S)AND OVERHANGS)MAY VARY PER ELEVATION. O ;� CV REFER TO THE ROOF NOTES AND ROOF PLANS A7 EACH LL¢<}y Q} Q 2 421 ELEVATION FOR MORE INFORMATION LLa QQ O TOP PLT. I .9LL p O 5. TYPICAL DIMENSION FOR A HEEL TRUSS. '1' 8m Y J TOP PLT. <Z 47 (DIM.FROM TOP PLATE TO THE TOP OF 70P CHORD). O LL (� LL.I AT PORCH Tr, Ni L u N = WIN 2r T 7 of /Y� O 0 43 ',I T 1U 4- /-0 L�L O J LOFT � i F2 TOP PLT. T7 2 AT ENTRY i p y� f A LI N Z 24 20 14 IC s V Z L Q HE O V7J� U FIN.FLR. IWI,1 w�n n TOP PLT. TOP PLT. L Z TYP. Z � O Q ENTRY PORCH Q FfN Ucc CL oo� IT 4e TYP. F Q GARAGE ^pgy11<}F�y BEDROOM 2 '. PROVIDE I-FIOIIR FIRE RATED OCCUPANCY .� 4<q�`! G SEPARATION BETWEEN DWELLING AND GARAGE = OOYLLIL Q000���FKU- FIN.FLR v 46 ENTRY '� A9 REGIUIREo PER SECTION 502.4(P-XGEPTION 9) 0. _ O yl AND TABLE 9-B OF THE CALIFORNIA BUILDING - CODE FOR GROUP R DIVISION 9 AND GROUP U 26 WALK-IN DIVISION I OCGWANCIES. PANTRY 42 911WLGTURAL MEMBERS SUPPORTING HORZONTAL OCCUPANCY SEPARATION SHALL COMPLY WIT(/ SECTION E 75 39 SECTION 302.2 OF CALIFORNIA BUILDING GODS. FIN.FLR. T.O.G. SCALE:1/4"-P-O" AT ELEV. SIB o Z 4 F\w ro x F SECTION A i 4 SCALE.1/"•I'-O" o m r ELEVATION/ROOF NOTES I. 2x6 frTR®6ft W=I=WRIL. lo,luo� 2. 2xb EMala=,MM Zffl9 - r, 3. x EXPOSED RAFTER TAILS vV SHAPED ENDS,SEE DETAIL. TYP.TYP. OFT.BAY WINDOW NOTE,ALL RAFTER TAILS TO BE EQUALY SPACED.FRAMER r TO COORDINATE WITH TRUSS EN61NEEi2.5. EXTERIOR PLASTER 50FF1 PMESH,O/E)cPANDED METAL LATH. GOAT STUCCO SYSTEM I.GBA.•®[4400 K a a a a r t__________________ _________ _ !_ ' 7. EXTERIOR SIDIN6,S EXTERIOR FINISHES NOTES- 5.�y -��i j L AREA-2 L\ ,il 1 b. EXTERIOR GRADE PLYWOOD SOFFIT. tyL q. TONGUE-AND-GROOVE SOFFIT. SPACED x VERTICAL WOOD TRIM AT XX"O.G.OVER =�r^% j `�. 1 D3 OF RIDGE EXTERIOR 6RADE PLYWOOD .O OR MD .BOARD. of � I I. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. I 1 I I 12. EXTERIOR GRADE PLYWOOD OR M.D.O.BOARD. 1 I 1 1 1 ROOF LINE 15. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. 1 2 q 14 I"X4' I 14. FOAM TRIM,SEE ELEVATION FOR 59MAL'SIZE. ILDIN6 p. 15, EXPOSED WOOD TRIM,SEE ELEVATION FOR$129, I LINE p q TYP. g I TOP FLY. _ _ - _ _ _ D _ _ _ _ _ _ _ _ TOP PLY. Ib. BUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD. a a a a a a a a a a a I I I I TYF 17. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. L L TT. 5 21 18 POT5HELF,5EE DETAIL. Iq. PROVIDE 6.1.FLASHING AT ALL EXPOSED MOOD TRIM. OP RIDGE 20. C.ONTITUOUS 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL. -%❑ ❑ I -- I 11 b .-., 16 21. 6.1.FLA5HIN6 ROOF TO WALL, R Ip H « H RIDGE 22. 6.1.PLASHING AND SADDLE/CRICKET. h i' ARE ❑L 1I� �� III � T 121 T- __ _/.A' \O - D-._ _ - - - - - - - - b 2I- -_1- �` ` � O 23. APTERMINATION TE�1 TI CA.P W/SPA RK A RRE STER FROM ________________________11 2'X2'ASV 2 FMPLACEM L*tR 'X4 ROSE 16 TYP 2 . MASONRY VENEER. -km-J1 S 1 ❑H ❑H ' � 25. THIN-EETC,MASONRY VENEER � ____ 26. SYNTHETIC,STONE VENEER.I.GB.O.• ERPOC ba PIN.PLR. 27. SHAPm FOAM CORBEL,SEE DETAIL.PLR 20. __P400D CORBEL,SEE DETAIL. 4aaaaaaaaaItI� a Li _ _ _ - - - - - 2q. WOOBIOMTYBET PLAN FOR 15ZE. TEFL I TOP PLT. 2 r� / TOP PLT. 30- EXPOSED WOOD BEAM WITH SHAPED ENDS. 14 2'Xb' 31. MANUFACTURED GOLUMN. L 32. PRECAST COMPONENT/TRIM,SEE DETAIL. IJr I = 2'X4'IT i D ry �I AT - F}-0' 93. DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. h DI 14 \ ,� I F .. � A 34. METAL RAILING,SEE DETAIL. A 'L 1 I I r TIT. 5 ,T 35. WOOD RAILING,SEE DETAIL. L____. J y _ ...3R P 17 -P' 36. pEGpRATIVE METAL.SEE DETAIL. w L-1 14 Z a lu 1 I 14 D.3 311. EXTERIOR PLASTER RECESS,SEE EI.EYATION FOR 0 3 ep 4" li LOCATION,DE'TM AND 512t'OP FINISHED OPENING. _ 4" 315. &.1.SGR MNED S LOUVERED'SABLE END VENT', ,y . I/2 RND. SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REOD. w ATTIC VENTILATION CHART FOR MORE INFORMATIOW. I 'a H 14 T 7 ry 39. 0.1.5GREENED"ROOF"AIR VENT.(SEE REONRED ATTIC _a : 41 _ _ __ - - - - - _ _. - - - - - _D.I 'L-A FIN.PLR. p D.I TOP CURB VENTILATION CHART FOR MORE INFORMATION). b --- a D.I 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE C TYP. 4 1. &.1.&JTTER AND DOWN9POUT5,LAYOUT TO BE FIELD 5 VERIFIED. 'd D.I 17 0 12 m 42. LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. m TYP, 43.LIME I MASONRY LAN FOR SEE ELEVATION FOR MENSIO SEE BLAB INTERFACE PLAN FOR TOE PTO.RETURN DIMENSIONS. 44.LINE OF.2"WAINSCOT.SEE ELEVATION FOR HEIGHT. 45. LINE OF WAINSCOT FURWS.SEE ELEVATION FOR HEIGHT.SEE ROOF PLAN X-,4 FRONT E L E Y�t T I O N I X_,� SLAB INTERFACE PLAN FOR MORE INFORMATION. yT 46. A.I.RE6LET FOR COLOR GOAT CHANGE. � 4Y. MEGHANIGAL TUB ACCESS PANEL,CORROSION RESISTANT, r ^ scAle va^�r-o^ VERIFY LOCATION. V , 46. LINE OF INTERIOR CEILINS OR INTERIOR WALL. 4q. LI&HITED ADDRESS 916N. AARE APPLICABLE. �4TIONS EXTERIOR FINISHES la lean = p ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RA IE. (n 22'X 30'ACCESS ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND z I AT ROOF FIW rKN IE AREAS CORBELS TO BE RESAM.U.N.O.AND PRIMED PRIOR TO FOR REQ.ACCESS•AIRFLOW. INSTALLATION/ASSEMBLY. Q ------ NERIFY W/97RUGTURAU SEE'DETAILSINb TO BE,�A N�D/N6 21 22 23 a- INDICATES SMOOTH 9TUC.GO FINISH D D 3 3 (n Q ROOF PLAN NOTES aleaa `.Z o ` INDICATES 2 5,12 SLOPE UNLESS NOTED OTHERWISE X Q Z y g ON PLAN. F-J W TYPICAL ROOFING TO BE GONG.5'TILE �(L x y 'EAGLE ROOF TILE"I.GB.0.0MR-4660 OR APPROVED EQUAL. W Iy p `� o TYPICAL ROOF OYERFIANS AT RAKE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. Z w 0 QI 'rrrd..9,,, TYPICAL ROOF OVERMANS,AT SAVE CONDITION TO BE 12" V p UNLESS NOTED OTHERWISE ON ROOF PLAN. IOC j', A REQUIRED ATTIC VENTILATION J0 LLLQ z N E w THE ATTIC VENTILATION CALCULATIONS PER GB.G.SECTION 1505.3 AS FOLLOWS, (A)ATTIC AREA($GLARE FEET). (0)DIVIDE(A)BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL y �'O NET FREE�'A°�G" INCHES. iOAL REFER TO BASIG PLAN FOR T &9TTHT ✓>5rREMIRED BOTH AroK F NOTES, DIMENSIONS, AND IN AREA DIVIDED BY 150(NIGH AND LAW VENTING NOT USED) }Kj INFORMATION NOT SHOWN D)TOTAL SQUARE INCHES OF NET FREE VENTII ATIN6 AREA PROVIDEDLL fZ� T BY GABLE END ATTIC VENTS.(SEE BELOW FOR MN.SQ.IN.Or `F cV FREE AREA FOR EACH VENT) ® -&ABLE END VENT lV HERE (0)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED dy Q BY ROOF AIR VENTS.(45 50.IN.OF FREE AREA MIN.EACH VENT) �aILL li- pQ}d} O CL O�H16H1OVLA&IN SLOW'HAS'N a' AREAS Op 8® m (F)TOTAL SQUARE INCIRS OF NET FREE VENTILATING AREA PROVIDED �O�IAL � � J BY UNDER EAVE VENT BLACKS.(12 941.IN.OF FREE AREA MIN.EACH) w _ wt Lu (P)TOTAL SQUARE INCHES Or NET FREE VENTILATING AREA PROVIDED J-<H 5 W (n N PLAN A 5 G D E F 2 �� 1= o o O ATTIC RERD 6ASLE ENO O'NAGIN SAVE TOTAL }F ` O Q1 "IX-A" AREA VENTING VE1ff` ROOF VENTS VEM3IINb HdF C ) T m r!m.Pr)(era.IW na.nnU Txa.nu iea IN) rom.nu � f�ARF_A-1 aI20 i cO�V� ol ......e yL =wUwcaN7 oN / / AREA-2T46 W) s. e Za Fffie U cc o Ma� ZUQQY,a oov a NOTES,Uf G I.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON < � _ ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 15 PROVIDED City Of Lake ELsin6Le FREE VITNTIN&FOR INDIVIDUAL VENTS 19 DIFFERENT THAN ABOVE. IL PlanniLLg Division Approvaf 2.ALL VENT OPENINGS SHALL BE COVERED W/1/4'CORROSION RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4'THEN THE ApprovM BY: OF VENT MUST BE INCREASED TO FOR REDUCED AIR FLOW ALLOW ��- 5.FRAMER SMALL BE RESPONSIBLE FOR COORDINATING NV TRUSS \� MM.TO ACC M OMODATE ALL ATTIC VENTS 4.ALL To SHALL BE INSTALLED 50 AS TO MAKE THEM =� ;C AND FLASH®WITH'M015TOP"IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS. 5.PROVIDE APPROVED INSULATION DAMS(BAFFLES)WHERE VENT BLOCKS Q ARE USED DE74EEN ROOF FRAMING MEN15MS TO PREVENT VENT HOLES M FROM BEING BLOCKED DY INSULATION, O V y b.LOCATE HIGH VENTING MINIMUM 5'-0"VERTICAL DISTANCE �j ABOVE SAVE VENTS. 6 T.PROVIDE ACCESS AND VENTILATION FROM CAUFORNIA PRAH�AREA5 m TomTO ADIAGENT ATTIC SPADES.REFCiR TO STRL'CTUAL DRAWINGS FOR O FOR SHRATHING PENETRATIONS. REFER TO FRE\/IOU5 5HEET FOR NOTE5, DIMENSIONS, AND A INFORMATION NOT SHOWN Ar oFr. PIRA HERE. 4 4 a a : l�p�x-_ t x 1 I or IaDee ' 7 I TOP PLT. ' TOP PLT. aaaa aaaaaaa I I I 1 4• 1 I I I o 7YP. I x 3 n n 3 - F --------- --------- '- IYX21•36 o rrP. M. � q TOP PLT. FIN.PLR I PIN.FLR. aaaQaaa i., TOP PLT. TOP PLT. - - - � - - - - - 'Y P OPTT. c c I 7 x1 I I W\ \\li \ r-lo•` PIN.PLR . II tr < _ _ _ PIN.PLR. FLR - _ - - - - - - - - - - - - - - - - IN.PLR. 0 ATRNM DOOR U N REAR IX-A LEFT IX-A score Vs•.rc, cn xue v+.lo• V J p z a w X_ z= e s I o Z00 m 2 >� op. x o TOP MT. -- _ - -- - _ .I____y. TOF M.T. Y µµ11Q a 4 W x S F CV c x 1a�� QQ o CD TOP PLT. PIN.PLR - --- ---_-_ I PIN.PLR. Op 8 U) TOP PLT. ` - IU -- - -- TOP PLT. L. �I __ — — —— ——— —— — D 110K— (I) W J— — — — — ———————————————- ----- -----, s --——————— Sao LJJ of IL MEE >Of ~ I 0 ---- - - ----- - ___ 11 o I LIFl.GC 1T.NW._�Rir]'JALL'tI19N_ � Q U mQ O 14 I IPN I I -- ty T W nl Z -I-11 O c Lpp Y�Iq� cn =(n M 'Q♦ t j I I !- 1--1 I Rj W y�Q V� LO v f 1y P i •__• I I f` V� O -L, �>� � v �z� Y I 2-4• TOP OF CURB _ - _ 1 - - - I I- - - DLar'K - -. D 9 - PIN.PLR. U oo IT T1T. City OP Lake Elsinore G O Planning Division Approve a Approved By. .S PARTIAL REAR IX-A RIGHT L �� 'L`� I X- AT OPT.SAY scvela••r' C .. .... J J 10 x�� G1 ■ W y 6 m m 0 ELEVATION/ROOF NOTES 1. 2x6 IFiDWMA'Sm QJ10C➢MIL. iwle o� 2. 2x6®919Y�,MM MEIM L. OPT.BAY WINDOW 3. x EXPOSED RAFTER TAILS W/SHAPED ENDS,See DETAIL. _,OPT NOTE,ALL RAFTER TAILS TO BE EMALY SPACED.FRAMER .,/ M.M. TO COORDINATE WITH TRUSS EN61NE�t. 4I q 4 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. -- (, (I)GOAT STUCCO SYSTEM I.GBA.M 1101104400A T. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. 1 AREA-2 L, ` r,Irx 1 8. EXTERRIOR GRADE PLYWOOD SOFFIT. r{t 4. TONGUE-AND-GROOVE SOFFIT. IO. SPACED x EXTERIOR 6RADEIPLYWOOD OR MDA.BOARD.CAL Y4000 TRIM ATXXw O.C.OVER. S• I 1. EXPOSED WOOD CORNER TRIM,Sly EXT.FINISH NOTES. 12. EXTERIOR GRADE PLYWOOD OR MDD.BOARD. ROOF LINE 13. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. JIII JIII 14, FOAM TRIM,SEE ELEVATION FOR&=VAL"SIZE. it �I Il �I I IDING 2 2'X4'14 9 I"X4" 14 I 15 EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. I pL I S LINE TOP PLT. D TOP PLT. I6. BUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD. a a a a a a a a a a a I I I IT. FIX<V SHUTTERS,SEE ELEVATION POR SIZE. ID• POTSFELF,SEE DETAIL. 1 Lq' L 11 I q PROVIDE 6.1.PLASHING AT ALL EXPOSED WOOD TRIM. M. '(/ M. 19 I t 1l -1 12 I I4 2'X4.14 2 20. CONTINUOUS G.I.EXTERIOR PLASTER SCREED,SEE DETAIL. _ 2"X3"14 D D. 21. 6.1.PLASHING ROOF TO WALL. RIDGE - + 22. G.I.RASNIhI&AND SADDLE/CRICKET. rr 4 023. APPROVED TERMINATION GAP VV SPARK ARRESTER FROM T________________________ m 4 D' 23 14 FIREPLACE MANUFACTURER. - - I I I �•a 14 D,1 I"X4" 14 3 .I 24. MASONRY VENEEtI. j I 21 15 J 2"xi. ________ ''S____ ____ 2 5. THIN-SET MASONRY VENEER. - AREA II 1 �N q TM.___ ._..-__.__.___........ .. 26.51MATIETIG STONE Ye"Meft.I.G.13.0.M IFK[.& U x 1 O RIDGE a �r D "X4"_ _ _ _ _ PIN. LR. 27. SHAD FOAM CORBEL,WE DETAIL. _ _ _ _ _ _ _ _ _ _ __ _ _ 28. SHAD ORBEL,SEE DETAIL.0 TOP PLT. TOPPLT. 24. WOBOMT(M` PLAN a a a a a a a a a a a FOR SIZE. I II I 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. 11f M D. 2• MANUFACTURED 11 tT 32wT/(D. I 14 2 5 33. DECORATIVE FALSE TILE VENTS SEE ELEV.POR LOCATION. ___________ 2X3 D. 34. METAL RAILIN6,SES DETAIL. rI1435. WOOD RAILING,SEE DETAIL. DECORATIVE NETAL SEE DETAIL2�: ,� - - ..-_ 2 xb. 36.14 3 3T. EXTERIOR PLASTER RECESS SM ELEVATION FOR_ - - - LOCATION,DEPTH AND SIZE OF FINISFEDOPENING_________ 14X4 - - 17 9B. SE SGRffNEO t LOUVERED'GABLE END VENT",� _❑ _________I i- D.I - B4 _ E ELEVATION FOR YEN7 SIZE AND LOCATION.(SEE REQ'D. wILI ________ 2„X3,� 14 , - D•I ATTIC VENTILATION CHART FORM INFORMATION).M. - URB VENTILATION CHART FOR MORE INFORMATIOK). a Q I Q yi I M. 2.X•y n ORE R. _ 39. 6.1.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE -•,� .I ELEVATION FOR SIZE AND LOCATION. 41. 6.1.&UTTER AND DOW45POUT5,LAYOUT TO BE FIELD VERIFIED. 12 20 09 LE2'- A DOOR 43.LINE OF MASONRY NE OF SYNTHETIC STVENEM SEE ELEVATIOONE VEN�MM.SEE N HEIGHT.SEE d SLAB INTERFACE PLAN FOR TOE PTO.RETURN DIMENSIONS. 44.LINE OF 42"WAINSCOT.SEE ELEVATION FOR HEIGHT. 45.LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR HEIGHT.SEE O O F i'L,4 N I X-B FRONT N T E L E Y�t T I O N 1 X-B SLAB INTERFACE PLAN FOR MORE INFORMATION. 46. G.I.KEGLER FOR COLOR GOAT CHANGE. SCALE ve^=1-0^ p p 4-1. MECHANICAL TUB ACCESS PANEL,CORROSION RESISTANT, 4 7 8 I �� 1� zc.ALe I,a•.I-o• VERIFY INTERIOR. V J 48. LINE OF INTERIOR AL ILIN&OR INTERIOR WL. 44. LIGHTED ADDRESS S SIGN. AT ROOF PENETRATIONS EXTERIOR FINISHES W a,1ea3 p HERE APPLICABLE. ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RADE. W 22'X 30'ACCE96 ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND I I AT ROOF FILLRR W R AM AREAS CORBELS TO BE RESAN.U.N.O.AND PRIMED PRIO TO Q ti FOR REG.ACCESS t AIRFLOW INSTALLATION/ASSEMBLY. Q 0 (VWUPY"TRUGTURAU SEEIDETAILSIN6 TO BE,BUMI OWI -� 21 22 23 � -W INDICATES SMOOTH STUCCO FINISH D9 D9 D9 a_ �c za ROOF PLAN NOTES o,lebz z¢ o -d&, INDICATES 2 5,12 SLOPE UNLESS NOTED OTHERWISE X 00 y p ON PLAN. T F=ZZ de ----- ---------- -__- o I "EAGLE ROOF TILE"IO.B.O.*M-4660 OR APPROVED EQUAL. LLI Z U O O n 1 1 TYPICAL ROOFING TO BE CONE.FLAT TILE > 6 a _ m I TAU I I UNLESSNOTED OTHERWISE ON ROOF PLArrrICAL ROOF OVERHANS,AT RAKE CON.�ITION TO BE 12" A did WfT7 TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" �� q tr I //I\\ I I I I I UNLESS NOTED OTHERRWISE ON ROOF PLAN. O O O o a m REQUIRED ATTIC VENTILATION zaa, Q_LLw z o / \\ \\ TOPENO BELOW I I \ I I GWL IN OSET i I I ENTRY I / I \ 01 re ATTIC VENTILATION CALCULATIONS PER GB.G.SECTION 1505.3 z HALL i I / �: \ I AS FOLLOWS, ,RAG \\ I CD DIVIDE(BY 300 AND MLTIFLY BY 144 To CALCULATE THE TOTAL T \ I REQUIRED NET FR@ VENTING AREA IN SWARM INCGHM.DIVIDE TOTAL r - -- I / / \ \ BY 2 To GET TT@ NIET PRE vENr1N1G REQIIIR®BOTH MI6H AND LOW IU•.2 S.M. 2630 Fb_---- 1 / \ \ I I I / / \ \ I rn .AREA a1VIDED BY 150 M16H AND LOW vENTINS NOT WED) Y 4 Q PORCH // // \\ \\ I (c) eI" �NMT�I!TIN&NREA PROVIDED MY 6Ae�ATTIC, +ras¢ FOFt MI 550.IN.Ce FREE AREA FOR EACH VENT) ® .SABLE END VENT LI Q `V a CL ROOM' 3 / / \ \ I (p)TOTAL SWARM INCHES OF NET FREE VENTILATIN&AREA PROVIDED R �• BY ROOF AIR VENTS.(45 50.IN_OF FREE AREA MIN.EACH VENT) Q d O / O � HIGHO'HASIN LQ'OO'HA61N �� AREAS �O 8m � cn (E)TOTAL SWARM INGSS OF NET PRAM VENTILATING AREA PROVIDED c J -Q BY UNDER SAVE VENT BLOCKS.(12 90.IN OP PRE AREA MIN.EACH) Lu 4I / \ I I I / \ I ------ ----- I (F)TOTAL 9GelARE INCHES of NET FREE VENTILATING AREA PROVIDED J~ f CN a 2 \ I / \ I Q ----- ----- MEE IW C \ I --------------------- k {/yll+�y PLAN A S G D E F oWre 0 00 Q 3'-S' 6•_2• 'i' 5'-10" V-41/2' I U zWj Q I / I 42 46 4a 4D 44 Ix_g„ A G REND GABLE END O'HA61N SAVE TOTAL F F N. 1 Q ' ARE4 V£NTIN6 VENT$ ROOF VENTS sff SR 5R (9G.FTJ Mo.IN) (90.IN) NHS ELEY. ELEJ. EI N, o N eN - N e« ry,z-Iro wa« -- ,o N � = m (� w Q AREA-I 420 Lpv ray le.»2 Low __ Law __ b� c ) A�` =Vi }/ ------------ \� - - _--- -- -4 O AREA-2 175l eN nrez.4ee N1eN -- «1eN nw a ,ee «aN V/110�j O _0 Sm 4' Fi Z t Q L City Of Lake Elsinore q��z U � � of 0 o POT SHELF << Fp O O v "TONE planning Division Approval NOTES,VENEER � VENEER -- I.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON 0WQ I II" 2_ ov A edB I ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE I K Y MINIMUM"REQUIRED VENTING"AS LISTED ABOVE IS PROVIDED WHEN 3j< 9'-11' 2'-3' 4'-2' 6' [[KK11 CC.. FREE VENTING FOR INDIVIDUAL VENTS IS DIFFERENT THAN ABOVE. / 2.ALL VENT OPENIN&5 SHALL BE COVER®YV 1/4"CORROSION 13'-0" II'-T I/2" 3'-0' S'-O' 3'-b' 6'-2' 5'-2" 2'-3' 16'-2" 2'-3" ''"r�' Z / t• RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4'THEN THE N NET FREE VENTING AREA OF VENT MUST SM INCREASED TO ALLOW _ FOR REDUCED AIR FLO^) L 24'-T I/2' 20'-4 I/2" 13'-0° II'-4' 20'-8' ' 3.FRAMER SHALL M RESPONSIBLE FOR COORDINATING YV TRUSSMFR.TO ACCOMMODATE ALL ATTIC VENTS ,W.-O.. 45'-0' 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM SECOND FLOOR ADDENDUM IX-B FIRST FLOOR ADDENDUM IX-g AND FINDOPI BTA"ATI TOP°IN THE SAME MANNER PRESCRIBED O o1 FOR WINIDOW INL9TALLATIONS. Y N c4i s.PROVIDE APPROVED INSULATION DAMS(BAFFLES)WHERE VENT BLOCKS 9 ' 1 Tom SCALE.1/4-I'-O" ARE USED BET EMN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES M S S ■ REFER TO BASIC,PLAN FOR REFER TO BASIC PLAN FOR PROM BE C ®BEING BLOCK®BY INSLLATION. N NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND 6.LOCATE NGH VENTING MINIMUM 3'-0"VERTICAL DISTANCE ABOVE�� �INFORMATION NOT SHOWN INFORMATION NOT SHOWN °z o � � T. TIC PROVIDE ACCESS AND VENTILATION FROM AS OM CALIFORNIA FRAMED ARE c>m TO ADJACENT AT SPACES.REFER TO STRL'GTUAL ORAWIN&S FOR O FOR SHEATHIN&PENETRATIONS. REFER TO PREVIOUS SHEET FOR NOTES, DIMENSIONS, AND INFORMATION NOT SHOWN jAA HERE. 4 4 4 4 FIRGPLAOG 14'XI ' it i OF RID6C 2 1 'I------ •I-----y' TOP PLT. ,1_____, _ TOP PLT. aaaa aaaa aaa I I I I- 1 I I I I I I 1 I + I 1 11 I I Q M• �: 2 • 14'X24'9D M ;;P 'a . ;'f M. s PIN.PLR PIN._ _ PIN.FLR. ®a a a a a a a a a TOP PLT. TOP PLT. TOP MT. _ _ _ - - - - _ _ - - ._. - - - __ -- - _ _ -- - TOP I.I.T. i OPT. PT ----- ----------------------------- -------�R----------- ---- - -- -----IMPr FY LOGATI II T f a Q\ I a e PIN.PLR 1--_ \ - - - -- - - - - - - - - - - - - - - PIN.PLR FIN.PLR _ _ _ _ _ _ _ _ I I _ _ PI .FLR. .ty \ A 12 -qd D. TMP' OPT OVAL AT[fUM DOOR y u v REAR IX—B LEFT IX—B eGAL!I/4••1'4' SCALE ii+"•i'o" J W Q o p w Q w g X g <o g = di a 14•XID° �_m H x d a 36 z= a o `� o Zoe b m � A LLWJ w ----�TOP"LT. TOP PLT. - ---- I } I I F s - CVO Q O p III < = IIx -cY Q o (2)14'X34' _PLR oWiO J N. I __ FIN. cn PI TOP PLT. TOP R.T. TOP PLT. ) LL H J -------------I g 14 14t It �flafW � W 0UJ 11 A Z m Li. >m _________________- ff I� U = mW U N O -ir -- -- -D-- .�. 14 A 14 Z ( ) .1 ' Z W 0 11�L II I A, F�V II I 1_-11_-+-_• II Va1y O ln �✓ JWu) N ,I I I ffim yj M IF 2 �'J J 3'-0• Im I I _ O - - - I -I I I OPT.OLAIe 9 3 y O O }- a a FI LR ____ I TOP OF CURB 1 I I I _ __ __ ._ __ - - _. - _ - '3 _ _ __ - - - ._ FIN. City Of Lake Eisino. g p Gm Dividon Approve( a�nn{,.Jyx1��jj ^P CE Wa i) SCO?i v:;i:i:<=.:;-, ,JOi:.,.",:ES,IP:C Approved I'iy: � l�,�' PARTIAL REAR IX—B RIGHT � i � a: X—B '',n I .: )errs sole v4•-I.O" � l y�� a AT OPT.BAY ° °vs'r-r 7il or p—it bas U o z o LA U m r ELEVATION/ROOF NOTES 2x6(FiDOBL1Nw,5�IDOQIWNIL. wne,o� 2. 2x6 SIB=mmiL. 3. x EXPOSED RAFTER TAILS MV SHAPED ENDS,SEE DETAIL. TYP.TYP. OPT.BAY Y41NOC N NOTE,ALL RAFTER TAILS TO BE ISMALY SPACED.FRAMER 9 4 ___ BACKED TO COORDINATE WITH TRU95 ENGINEER. TE OVER �- -------- 5. EXTERIOR PLASTER SOFFIT.0//EXPANDED METALMETAL LATH. -' b. (1)COAT STUCCO SYSTEM ICB.O.M mCHADFAIK a a a a r T. SIDING SEE EXTERIOR FINISHES NOTES. 4XI2 S. EXTERIO 1__ ❑ �( EXTER OR R bRADE PLYWOOD SOFFIT. 2 2 28 2 4. TONGUE-AND-GROOVE T. 10. SPACED VERTICAL WOOD TRIM AT XX"O.G.OVER D9 I 4X12 EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. II. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. W I I 1 12. EXTERIOR GRADE PLYOOD OR MD.O.BOARD. I I I 1 ROOF LINE 13. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. 14. FOAM 1 I I��yy11 I 2 i 1� {� Fi LINE INS I 15, EXPOSED WOOD TM,SEE RIM, SEE ELEVATATION FOR ION FOR SIZE. TOP PLT. TOP PLT. Ib,BUILT-UP"GURVED"PLYWOOD TRIM OR MD.O.BOARD. I I I I 1 - - - - _ _ - a a a a a a a a a a a 1 - - - - IT. FIXED SHUTTERS,SEE ELEVATION POR SIZE. 13 i TYP. j =� 11 31 4 t8• PROVDDEF,SEE DETAIL. D.I 777-- 12 1 I� 20•SINUOUS '.1.EXTXTERRIIOR PLASTER AT ALL �REED,SEE DETAIL. 14 2'X 6X12 210. B.I.PLASHING ROOF TO WALL. n RIDGE 1 2 ' 28 J 22. b.l.FLASHING AND SADDLE/CRICKET. N C 21 .8 0 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM 14 PIREPLACE MANVPAGTIJRE T_____________ I r• 14 I I .1 24. MASONRY VENEER. I I i 4 � / 2 25. THIN-SET MASONRY VENEER. SYNTHETIC 5TONE VENEER.I.CB.O.• 110001568 JJ U AR7=A-1 j 1 FIN.PLR ,� �4XI 1-1 _ - PIN.PLR. .2 1. SHAPED FOAM CORBEL,SEE DETAIL. } '--' 28. SHAPED WOOD CORBEL,SEE DETAIL. 4 a a a a a a a a a a 1 RIDGE 10,12 M. 1 TOP PLT. -- 26 - -- D 1 - - - - -- - - - - -- - 14"XID' - - T�ry„T. 20. SHAPE P40OP CO PLAN FOR SIZE. i 1 I AT DORMBlS II I - - - - - - - - - -- - - - - - - - - - - - $0. EXPOSED WOOD BEAM WIn}SHAPED ENDS. D' _ 10 v - 2"XS"O/ St. MANUFACTURED COLUMN. L L I 2•X2.O/ 1'H 2'X4' 32. PRECAST COMPONENT/TRIM,SEE DETAIL. i , , 0 , C1 1 1-y L• 1 I. . 14 2Z _ 155� � S 14 20 34. RA3. IILIN6,SEE DETA FALEETILE VENTS SEE ELEV.FOR LOCATION. I IT .2 7i __ X4 AT 5 D.I 4 35. WOOD RAILING,SEE DETAIL. M « « 2 ! 1'.t 24'X60" D. _ DOOR r 36. DECORATIVE METAL,SEE DETAIL. w p W I P J �s! 19 14 I"X4- 3T. EXTERIOR PLASTER REGES5.'.SEE ELEVATION FOR _ oe 1 m I LOCATION,DEPTH AND 512E OF FINISHED ENT"' b. _ T I 'C�s7 ________ I ` a I 2'X4 14 2 . y 8. SE SCREENED N LOUVERED SABLE END VENT', w g 1 1 ---_-_I - �! SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REO'D. Wow 1 {---- --- - VENTILATION CHART FOR MORE INFORMATIOW. 1 e IS FIN.FLR _ -_-... - - -- _ _ - TOP OF GURH 34. VENTILATION CHART FOR MORE I ORMW"ROOF"AIRV04T.(SEE RETIOW. ATTIC a g $ p Eg 1 ELEVATION FOR 512E AND LOCATION. •] ` _- _ _ __ - - - - - _- _. _.- - - - - - 40. 6.1 �RTIVE(F DOWNSPOUTS,ALSE)VENT U VERIED BOARD,SE 4 ,d AND BE LD 19 14 i5 24 T 21 II 14 2'X4' VERIFIED. p D.5 D.5 D3 DOORT 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. 2X3 43.LIFE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE SLAB INTERFACE PLAN FOR TOE PTG.RETURN DIMENSIONS. 44.LINE OF+2"WAINSCOT.SEE ELEVATION FOR HEIGHT. U 45.LINE OF WAINSCOT FURR'G.SEE ELEVATION FOR HEIGHT.SEE y ROOF PLAN I X-C FRONT ELEVATION I X- SLAB INTERFACE PLAN FOR MORE INFDRMAT ON. G 46. B.I.RE FOR COLOR COAT CHANGE. u 4-T, MECHANICAL TJ5 ACCESS PANEL,GORROrION RESISTANT,�AT P/1 OC WALE 1/E"-I'-O" TR?tD I T I O��aL WALE 1,,.,.o VERIFY INTERIOR 4 7 e 44. LI KE Or GHTEDADDRESS 51GN.G OR INTERIOR WALL. Q 4 D.4 D.4 z AT ROOF PENETRATIONS EXTERIOR FINISHES MORE APPLICABLE. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ' 22'X 3O'AGG�9 ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTER5,POSTS AND I AT ROOF FILL/FRAMS AREAS 1 I FOR REO.ACCESS 4 AIRFLOW INSCALLATION/A5SEM6LY.N.O.AND PRIMED PRIOR TO < Q (VERIPY W/9TRUCTURAU TYPICAL SIDIN6 TO BE:B"5EyE�NSIP7 _�5 21 22 23 o �W SEE DETAILS HARDIPA EL NE12 INDICATES SMOOTH STUCCO FINISH D3 D3 D.3 V ROOF PLAN NOTES ` INDICATES t 5,12'SLOPE UNLESS NOTED OTHERWISE XOO L A U ON PLAN. F Z cFI�A' -- - I TYPICAL ROOFINb TO BE FLAT GONG.TILE ---- - Q I 'EAGLE ROOF TILE"I.G.B.O.GE¢-4660 OR APPROVED EQUAL. U J Z 'r O I TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" J Q W I _ I UNLESS NOTED OTHERWISE ON ROOF PLAN. Z Ld m m w n TYPICAL ROOF OVERHANS AT SAVE CONDITION TO BE 12" ---- I A A f I I I I I VNLE95 NOTED OTHERWISE ON ROOF PLAN. 1 ZOO J � I� �O C LLET o REQUIRED ATTIC VENTILATION � CLOSETENTRY VENTILATIONTHE ATTIC CAL.CULATIONS PER C.B.C.SECTION 15058 ATa N ATTIC AREA(SCARR FEET9. \ GARI4GE B)DIVIDEIR£v NET SOON A/E�IT NGn ^BNY I44 TO c ID�THE nvE TOTAL " ,.•`;: I _ ,•' .'.:, _ BY 2 TO SET THE NET PRISE VENTING REWIRED BOTH HIGH AMP LO } I \ I READ FREE I 90U1 1 W 26 S.H 9.N 26 FO I \ I j _� �_1 ___1 1 I i // I \\ I 'AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) }` L -y-4 -( PORCH I � II (C)TOTAL SQARE INCHES OF NET TREE VENTILATING AREA REE�FO ` T( &W FOR N • PR•OOVID® S / ,FOR E +VENi ® - ABLE ED VENT 9y W TOTAL SMARR "�OF RAAEAWBEDROOM' 3 BY ROOF AIR VENT5.(S 5QIN�Fl7AE MIN ENT) it F Nr 0.a 1pL Q yd o� aH IN .00'HA61N O AREAS O LLK 8 O UI (W TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED F a J �yH1alf ~a 2 BY UNDER EAVE VENT BLOCKS.(12 90.IN.OF FRS AREA MIN.CACH) ! O d�C_O (n w J I I II I = ��.��III***L (1•)TOTAL S MJARR INCHES OF NET FRS VENTILATING AREA PROVIDED `O� W � � I ( 2 --I---------- H I I I I a - --------I-------- - } PLAN A B G D E TPN S�ot �0 >0) Z ArnG wu'ao eAd.e eNo o•NASIN uve W O �I II I SIX-G" AREA VENTING VENTS ROOF VENTS VENTS iNe �la~ 1 O m O I I n l l I Ij I eG PTJ IS O ISO.INJ (an.su Iw roG.Iw U v I = LJ ViLocai N Z ''ik�� •. Nle« wA «IG« rt o.�o ree« -- ao «IG« µn1ocx I I ARLA-I 409 v Lar+ r�1w.�m Low __ Low __ spa Law a>��� /A 1 aoa «1GN nsst.aG6 weN -- NIGH not a aee «1e« K UM1 V/ �✓ Q W to City Of Lake Elsinore AREA-2 T5v ate Lcw -- LOw nl K.:e Low tb aw Low ` sl O o ^ Q IPlenning Division Approvei fLYi ao o Y z U cc NOTES, I.NET FREE VENTING AREA PROVIDED BY EACH VENT IS BASED ON Q +K' ASSUMED VENT SIZE AND FREEAS ARE .FIELD VERIFY THAT THE MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 15 PROVIDED WHEN - 6'-0' 4' I'-11• FREE VENTIN&FOR INDIVIDUAL VENTS IS DIFFERENT THAN ABOVE. R I< 2.ALL VENT OPENINSS SHALL BE COVERED W/1/4"C-0 ION d 10+-4' 2'-0' b'�' S'-2" 3'-9' 16'-2' R.O. 2'-0' RESISTANT METAL MESH.(IF MESH 15 LESS THAN 1/4"THEN THE NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW FOR REDUCED AIR FLAW) F L 24'-'t 1/2" 20'-4 1/2" 19'-0' 1114' 20'-0' 3.FRAMER SHALL BE RE9PON515L.E FOR GOORDINATINb YV/TRUSS MFR.TO ACC.OMMIODATE ALL ATTIC VENTS 45'-0" 45-0" 4.ALL VENTS SHALL Be INSTALLED 50 AS TO MAKE TANDHEM SECOND FLOOR D D E N D U 1"( I X-C FOR FLASHED WITH'MOISINSTALLATIONS. OP'IN THE SAME MANNER PRESCRIBED O Z IX-C FIRST FLOOR ADDENDUM FOR WINDOWINVEDIMWIATIO p FeU S.PROVIDE APPROVED INSULATION DAMS(BAFFLES)YUIERE VENT BLOCKS 4 •1 GF] � WALE.1/1"-Y-M SCALE.1/1"-P-O• ARE USED BEMMEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES p1 REFER TO BASIC PLAN FOR REFER TO BASIC PLAN FOR FROM BEING BLOCK®BY INWI,LAnON. 0 N NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND 6.LOCATE NIGH VENTING MINIMUM 3'-0"VERTICAL DISTANCE INFORMATION NOT SHOWN INFORMATION NOT SHOWN ABOVE CAVE VENTS. Z 0.0 HERE HERE TO ADJACENT ATTIC SPADES.REFER TO STRUGTIAL DRAWINGS FOR T.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIAm U ly r FOR SHEATHING PENETRATIONS. "O+ REFER TO PREVIOUS SHEET FOR NOTES, D I MEN51 ON5, AND INFORMATION NOT SHOWN 1l-A HERE. Q 4 Q 4 � 14'XI ,Y�L. , P. ;- j RIDGE I 1 .r--H TOP PLT. •:,____- ___-_______�_ TOP PLT. - --- - - _ -= - - aaaa aaaaaaa I I 1 I I I I Il al;Y -_-_-_-_-- - D2 TYPO�t � F 2 14 mm - ----- WX24*90 _____ _ _ Y - M. y DI PIN.PLR. 11_ ____ _____________ _ 1 PIN.PLR. TOP PLT. TOP PLT. TOP PLT. 41, ____ TOP PLT, a a a a a a a a a o p�] [� _______ ____ s OPT. I I 6 I-x i Tj T2.1 __-____ Y_________ryrom\ v �� 14 I"X4'Y M. 14 I•X4• PIN.nit - - - ---__ - _\ FIN.FLR. PIN.PLR _ - -. ._. - ._ - - _ - - - - PIN.FLR a 8y —L-0"ONAJ._ - - - - - - - - - - - - - _ - - - _ - _ D� �o TYP. 5-2• IN � ` q ATRIUM DOOR FF a U Q) J REAR 1X—C LEFT IX—C z C� o 0 Q F- Q LLj X - $ 0 � o 14•XIO" r U rn � I Zx C G O w � -� - - JW m _; i____ c L.L LLIJ z a TOP PLT. _ :_-_ _ ___ I___- TOP PLT. 1 I 11 DI __________� < a LEJ > Q io I O <F� r pw w�Z�F N o 1 1 o PIN.PLR i i PIN.PLR. O� 8Gj J �YR F TOP PLT. PLT. i D TOP PLT. �O QCAM ______t 14 I'X4' N I 1 cr. _y_ I II I a 00 _- 17 *>�F O >rn ,I 0 LINE,t?F FENG_E_V>:IlIFY�OGATI_ON _I T ____ ___ ____ _______________ _______ F�p U T ma OJ ry� wUN 1 1�Ija} s /� cn =W M I�tW?I�W O J_W1n 11'J"I ~S TYP. IF m �'Z V' �Q% - OPT.OLASv 9 9 Z L� a.-. Y W <,3TOP OF CURD .- -� I- GLOOK - _ - _ -_. ... - .. D D9 FIN.FLR LL� S3 0cc 0o Q _ _ _ Q } Z IS 14 City Of Lake Elsinorc D.5 D.5 planning Division Approval <(�S Approved By: �`' FCR P7' - r .,l.r - ,CCTT NC �i W PARTIAL REAR ]X—C RIGHT z ,; �; IX—C SCALE/4`•I'-O" r ,o AT OPT.BAYscAL[v4 o "v na4e? 4 r 4l'1 f OY C.A 1 .. ( ..t•'.I:+d E, xl of I or o'to su 91' 0 ^� vi o zx x � z o V m m r0 NOTES INDICATES DROP IN SLAB(SEE DETAIL) VERIFY MINIMUM FOUNDATION VaP N,AIDTH,KEINFORGIN& 3'-0" 10'-0• 32b' STEEL AND ADDITIONAL EXPANSIVE SOIL REOUIREMENTS WITH THE SOILS REPORT. a a a a REFER TO STRUCTURAL ENGINEERINCG DRAWINGS y FOR INFORMATION NOT �aa4 4444444 Fo SHOWN HERE I STT ; 4 h p Ii n Vo . ----------------- i in t N I FOR HARDSGAPE �;�^. ,,, T• II,I I;'li, I i'I,I �I (°III �ti�I! INFORMATION REFER TO lf'i :, I�'�I" I,. LANDSCAPE PLANS I,�d II ;II!;II; l'dsfl!II�!�{!I Ila�I r�!;� I 4 4 4 4 4 4 4 4 4 4 4 i!'I;III MASOWRYT'/MNMM M. ,p Ilir''I'ii ;.Ili III' Ih 'I I III�I�I I I.!IIi,II. II ,III li 1,i I III I I lilt! lyI' ri!�ljll!i'''I I I I'Pi •_,. pyF'I i I�p Ipirll i 61 I!��,?I�I;7�I I!�I� �lil I; .PI 1!I I II:!I;!; !�'I�,.I�+lat I IIt I.'I I II'!I;II• 'I :'f',' ,!„ills '7 •'ll PROVIDE F TIN6 FOR �Nyp�{�h; I�'�I�I I� I �I:i• POT-SHELF. 'II ;'l„+ M1' a,iy ,,qpp (''ll"I niii I li;uf•� I�j it�! ,n� ,�,II'i I;I�i�gI� fl�I�iil IIII; �G•. 1pl I dl = FLOAT sLAe - N I'I'IYIJI�i,II IS GI h.;I •„� III L ,4 i�l; I.jiii9', III a iIIII{�iIii(iN�ikl,a-- AT oPT.sulTe 01 gg! ,�I'I!141,, �I h�Yll'I�I4;I�•„.,�illp:wl = � a Or WAST!AT �{', II'I;II•",!I,II!!II IL•n I II I G��__:_-i__ w� q rvasR aLoeeT pp II' hfi,I I H I''_'-�`------- �' a 0. I GI I I•Itl I', •�1 PROVIDE CONDUIT UNDER'!;GO •- SLAB FOR ISLr.ND IINTER ': -0" 9''-W -3 b'-3' L3 S'-10' Ib'-3' RO. S'-lo" ELEGTRIGAL r-s^ a4• 33'-10 ; --'— —�-___ I IIIliirlBl� _ � 4S-0' j ' I g d \•� _____— ice=",��-��°` SLAB INTERFACE ADDENDUM C --{------" ---- PAP SCALE:1/Y-I'-O" � o o REFER TO BASIC PLAN FOR O O T S z `+ J NOTES,DIMENSIONS,AND WATER LINE C W INFORMATION NOT 5HOAN HER E I ---�'---• O TRASH! h Q C.MNTMK N6 J AREA d 8 o VARIES W m g IEo: GONG. (� I m O p e a rORGH I'-3" n n li co Z N 2 F W _ 4 AIDEPRO W Q€ Q -VIllLr. I FOR PROM N®F Gow.K 0.Q i} o ►or TT. � 80 J ." 6. pQLL W (n J �.�..� �+� o Z 0 da}Fp � O co 4.-0. 4,-0. 4-- ,4„ y4. ,4x S'MO' ,S'-3„ S'-10' yp�1 p w=` m U Z 3+-10' T'-O' 3'-l0• '4' S'4' I'4• !'-0' 3' I!'�3' KO. 3" m'-0' IZ'-D' D'-0• 38'-10' >,q�y;1 WZ wWA�+ =Uj M ♦Q♦�� }< W J W In V It— vs-0' C3 Q zn F i oQ aF cc 113— SLAB INTERFACEDDENDUi'1 $CAe /Ba SLAB INTERFACE PLAN TO C. � H REFER TO BASIC PLAN FOR .+EE ADDENDA FOR PLAN yi NOTES,DIMENSIONS,AND GHAN6E PER ELEVATION. �!qn'7,C INFORMATION NOT SHORN FOR PE_:",,i3'';ANCF. HERE SCOTT r'AZFK48 F n:iSOCIATES,INC I GI L DATF nl-ns Bavx... ::or ad Bergin Ce to the is .. - ... ♦ NCI I \ x m U O FLOOR PLAN NOTES _ 45'-0' 4y-0• I.39'CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.PANTRY.SEE INTERIOR ELEVATIONS. 2112' 23110' 22'-2• 12'-&• 1014• 9.30"SLIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, LIGHT•FAN(VENT TO OUTSIDE AIR). 9'-0' 9'-6' O'er' 9'-T' 14-3• 2'-a' 10'-0' 9'-6" 6'-4' W-2" ,y" 4.36"COOKTOP W/METAL HOOD YV LIGHT t FAN NEXT TO OUTSIDE AI 5.3b"COOKTOP W/DOYWDRAFT FAN(VENT TO OUTSIDE AIR). a a a a S.-O. 7'�" b'-9" 4'-10• 5'-2' 5'-II' 9'-T• 6.30"COOKTOP(DROP-IN)Y 1 METAL HOOD IV LIGHT!FAN (VENT TO OUTSIDE AIR)W/90"BUILT-IN OVEN(BELOYU. T.30"OPT.DOUBLE OVEWMIGROWAVE OVEN a.BUILT-IN MICROWAVE. ----__ __--- 4.OPTI R ONAL TRASH COMPACTO 10.OPTIONAL RECYCLE BIN. C OPT. DECK I (� d I 5A50VE DRAIINYU NO.PROVIDE SHOISTANT WER GURTANIN OROD U.N.O. 2. EPI 2. 2, I 12.FRE-CAST SHOWER PAN.SEE PLAN FOR SIZE. SEE SHEET 2.12 LINE OF OPT. ABOVE DRAIN U.N.O. FOR OPTIONAL I DECK ABOVE, 13.FIBERGLASS 5HOYLR UNIT.SEE PLAN FOR SIZE. DECK PLAN SEE SHEET 2.12 14.60"X 42"OVAL TUB W/CERAMIC TILE WAINSCOT.PROVIDE a a a a a a a a a a a MOTOR ACCESS PANEL AT OPTIONAL SPA/HYDROMASSAGE 1ZE AND LOCATION OF I-__-_--•I i�� I •pp _ I 5.SHATTERPROOF GLASS5HOYBR ENCLOSURE. GE53 PANEL. i i i i - - BI.00,K -- - ---- - --- J -- ---11I_ •_-' OPT. aGD.� I b.3HOYCK SEAT.5EE PLAN FOR HEIGHT. r 4040 5L.T@'IP. 1 6050 5L.•r t Y ry TI 1 ---6000 91..DR TEMP. M 5L' 1 OPT' " MWIA ___46 9 I IT.LINEN CABINET. SEE INTERIOR ELEVATIONS. 1�_.1) I ______ }________I18.(5)EQUALLY SPACED SHELVES. 40•X42• 0 • ~- T .:'OPT.206lI OPh 2abD i OPT. U " ;' Flxm PR PR. I I9.¢AU.ES'VENT TO OUTSIDE AIR. I i APR.DR. `, @R',0 FIT®P.M.DR' II J 20.AM E'VENT TO OUT5IDE AIR n 24 d - 1 TQ•1P. .-�;' TBMT. TOW. I / - _ kIy} 14 4 I a 1itj 2 PROVIDE A 16"HIGH WD.PLATFORM FOR WM OR F.A.U.PROVIDE . G01401MTI0"AM TOP Alm BOTTOM AND REZIIRN AIR GRILLS OR 15 I I I � DUCT AS m/OWN O HEATING PLAN AS REOV FOR FAU.ONLY. q >o I T I 4e 5T aT, OEN / OPT. ; F EAU.AND Wm ARE SIDE BY SIDE PROVIDE A"T"PLUMBING m .IS. T!'4a t SUITE PITTING AT P.G.AND A COMBO.'B'VENT CONNECTION FOR DEL. ®a a a a a a a a a a O J 7 USE OF EQUIPMENT.(VERIFY) i a'-I•GLi. b 22.14"X 15"G.I.5GRE�ED/LOUVERED GOMBU''TION AIR VENT. cT. rt n e'-I•GL6. I I O 23.3"VIA.BUMPER PIPE 36"HIGH W/MIN.12"EMBEDMENT. g 0 M BAT I-I I a� r R!TR.o 3-10. 2,_O. 5_IO„ 14 TEMPERATURE _ EF VALVE. P I D'-I'GLb. - MASTER I �_ N „ • IOK,-� 14 1 25.14" "GARAGE£F XH�T VENT,SCREENED AND LOUVERED. -0 Ha r-u I BEDROOM GREAT SPACE CT 1 26.DRYER VENT(MAX.14 ft.LENGTH INCLUDING(2 40 DEGREE ELBOWS PER G.M.G.504.3. JJ R t 2T.PROVIDE WATER 4 WASTE FOR WASHER. I 5, 9'-0' I 4' MS. I I m ROOM - 26.GAS DRYERS INSTALL®IN A GARAGE MUST BE ELEVATED 50 I THAT PILOTS,SWITCHES,BURNERS AND HEATING ELEMENTS AREA MINIMUM OF ID"ABOVE THE FLOOR LEVEL.. 4 4'-b" 410' p tj( 6. 29.PROVIDE SMITTY PAN rV DRAIN BENEATH WASHER.53IIS'-0" 3, cPr. ♦ 30.2X6 STUD WALL. w� 1 ^__t I I I 50 J 3 I PONY WALL.SEE PLAN FOR HEIGHT. 4 60 TIT. A I 41 I I 30 4. yy " 32.BALLOON PRAr�D WALL5.SEE STRUCTURAL PRAMIN6 PLANS, R i `j4._= i i 30 _ •4 I 59 I _ 34.PLUMBING WASTE DROP FROM ABOVE. a a' RA61 J Q 34.22'X 30"ATTIC ACCESS PANEL PER CBC.I505.1. \ d o 35.P.A.U.IN ATTIC.PROVIDE 30"X 30'ATTIC ACCESS PANEL. (OR PER G.M.G.906). PROVIDE FUEL&A5,L16HT AND SWITCH, 1 I j _:� - 31e1LA 36.METAL FIREPLACE.SEE MANUFACTURES SPECIFICATIONS FOR 'a 41 T D. IG' I -- .it " I I E I m _ i ^ I5R _ II 4b PPRROVI HEARTH REQUIREMENTS,SEE PLAN FOR BOX SIZE. ❑ R '- >p . - I IDE F.6.AND KEY. PROVIDE GLASS ENCLOSURE. °tl •2, I I I I n I 7 �• N I< O icy ��" I -0'C Z 3"I.APPLIANCE FIREPLACE.PROVIDE F.6.(VERIFY B-VENT EXITING - - [ KITCHEN �� 99 - - AND TERMINATION REQUIREMENTS)XXXXX t� ~ I �= 0 I`R S '6Lb. I� •• _ I 56.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAN). "a' } WALK IN I .' I jp + __- O 1 _ _ __T__ -y Baser _ \ 39.NEWEL POST. a°i W-0.J b'O g.-0. �I' 1r 4'- 4-_ 40.36"HIGH GUARDRAIL PER C.B.C. 2 5-10 4I.34"-38'HIGH HANDRAIL ABOVE NOSING PER C.B.C.10033.3L6 n 010 1 Q - 42.LINE OF SYNTHETIC STONE VENEER.SEE FlEVATION. X�p i -HALL i i I a I N O 3 43,LINO OF MASONRY VENEER SEE ELEVATION POR HEGHT.SEE 15'-4• ,' V1 SLAB INTERFACE PLAN FOR TOE PT6.RETURN DIMEIJ510NS. I, e.v. crt. 44.LIIB OF.2"WAINSCOT.SEE ELEVATION FOR HEIGHT. BA. 46e i I IT 6NELP i roLeJ4 I n I o 1 2 1a T,o'To L ' 4 ry 45.LIMIE OP WAINSCOT PURR'6 SEE ELEVATION FOR HEIGHT.SEE 10 _ SHGLP s POLE ;p I I - p 4•I r O'-I"c4e. SLAB INTERFACE PLAN FOR MORE INFORMATION. I Y J 46.PROVIDE -HOI1R FIRE FOR CONSTRUCTION UNDER STAIRS !r 59 I II D.4 I _-_,. I y I t "--'''•--- O AT ENCLOSED USABLE PER C.B.C.100933.9 WAlzvrsol3E - - - I w1T1 D 1 EXPANDED DE R I " I I II � � II __ _ _ __ � I I 64 47.LINE OF CRIPPLE WALL ABOVE. p 506a BI-FAGS ----�L7�� GARAGE 48.FLAT SOFFIT.SEE PLAN FOR FE16HT OR DETAIL. SHELF.POLE I I _ 90 J [ -- I 33 .,pp 4 a I - n - - 26 .A FLOOR SOFFIT SEE FOR HEIGHT OR DETAIL. 50 LINE Ir I ruRDRODE A I 4 I Q O _ ' • ' 30 O 52 OK 2 HASE.i N _I. \ _-27 450b8 BI-PASG RECESSED , ERIFY NV N.VAZ.DRA4NG5. 54. LUMINOUS CEILING.SEE FLOOR PLAN FOR SIZE AND G2•' TRY 2 5 SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. 8 Om Q '_T" 5_q• 4'_I• 3_3" 2'-O' b'-0• �. TO•TON I I ,._1.- - 6 LINING n 55.LINE OF DECORATIVE PORCH RAILING.SEE ELEVATION. N S R I I 4 I FIREr'LAGE D'_2 ��� 2 O 56.LIT•!£OF EXTERIOR BALCONY GUARDRAIL.SEE ELEV.FOR SPED. g DY b c] U 9�2 2 -I 21 0 = rOPEN GUAOP OF URDRAILS ARDRAIL�LHAVE INTERMEDIATE RAILS OR AN Z "y" y ca,U 2 IT p -L 0 ORNAMENTAL PATTERN SUCH THAT A SPHERE 4•IN DIAMETER Q U ,O 4 I" BEDROOM 3 BEDROOM 2 I J = iT I 2650 5 CANNOT PASS THROUGH.PER G.B.C.50-13. J p 20 4 III I /`, �Q 5T.PROVIDE DECK DRAIWS)YV OVERFLOW.PROVIDE BUILT-UP d. m f/ I D'-I'GLb. b'-I"GLb. I b Yl ZI 1�ING \ u I I660 PA. bl DECKING MATERIAL BEHIND DRAIWS)50 TO DIVERT WATER Q F, ,til GLq. \ PORCH '� AWAY FROM CORNE92(5). 1 x p 1 r�r t I/ ^ \ q-1"STUCCO� I,_2 n 58.ID•TOYCL BAR-H&T.54"ABOVE FIN.FLR. J 0 p a if 90 30 59.24"TOWEL BAR-HGT.54'ABOVE PIN.PLR. ^ J �• C I I I / - - - 160T0 5ECTONAL GARAGE DOOR 60.TOILET PAPER HOLDER-H&T 24'ABOVE PIN.FILM. l.L Li �s7 p R y M I Q 61 .IIOV OUTLET FOR IRRIGATION CLOCK. wz w z F 0 - 62.GAS METER LOCATION.SEE SLAB INTERFACE PLAN. _ _ _ n \ ..: _ V, 64.2 OPEN 15"DP.SHELVES STANDARD.OPTIONAL 15'DP.CABINET. -- 4046 -.--- Q I I 4 -� - 65.INSTALL ABOVE LIGHT SORTGHSE/M�6Y STAR BRASS PI.ACUE ------ - v I I Ll-- " '° - -- - ---- GENERAL PLAN NOTES 1 < 4046�L,r, 4 Y ry I ' ___ 15". 1.ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8•THK.U.N.i'Wao+ <IUa Q O (SEE PLAN FOR SIZG-AT DOUBLE INTERIOR DOOR CONDITIONS W PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. Iu ~� T 40 U2 D &. O/4040 2.ALL GARAGE SERVICE DOORS TO EE HOLLOW CORE 1 3/8" w � N RN THICK EXTERIOR GRADE.(SEE PLAN FOR SIZE). < H Q 3.ALL HOUSE TO GARAGE DOORS TO BE SOLID CORE 19/8"THK. SELF CLOSING AND TIGHT F1rrING OR A SELF CLOSING,TIGHT- b" 6' FITTING DOOR HAVING A FIRE-PROTECTION RATING OF NOT LESS I10UU WWm J q 9@EXT. 4.ALL ENTRY DOE OBE D(CORE SEE L1 9/4AN THICK.(SEE PLAN JI�d O!k ( J FORTOP SIZE).AT DOUBLE ENTRY DOOR PROVIDE DEADBOLT AT 'S' �L` w Lu CAMC D C D 5.ALL EXTERIOR FRENCH DOORS TBOTTOM OF INACTIVE O BCE SOLID GORE 13/4"THICK �H36 W N O 6'a' 9'a' 2.5 2.5 5� a o Z (SEE PLAN FOR 51ZE).AT DOUBLE FRENCH DOOR PROVIDE EIL�O 1..L DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. y TO J T it 4'-0' 4'-0' 4'-0' '-6' S'i' '-6' D'-10' Ib'-2' S'-10' �Y��§ � b.BUILDER SHALL VERIFY W/WINDOW MA 'TUREiR THAT ALL F ESCAPE OR RESOLE WINDOW5 SHALL HAVE A MINIMUM NET CLEAR � L'U N OPENABLE AREA OF 5.1 SQAARE FEET.THE MINIMUM CLEAR I� ' ) Uj M Q 29�10• 12'-a• O'-6' 23'-10' IL V! IY 10 45-0• 4y-1- NET AEA HEI��E WIDTH DIMENSION 2SHALL BE 20 INCHES N V J W I I SQ. FOOTAGE STD. PLAN ewiNCHES ,IU�< �� FIRST FLOOR 115Q ABOVE THE FAND HAVE A FILOOR.(PER C.84 NISHED BILL 310.4)),AS INDICATED MORE THAN 6Y M. , zamyBj O i z a 4 PROVIDE A I-HOUR FIRE RATED OCGUPAW WINDOWS NOT MATING THESE REOUIREMENT5 SHALL BE -- -- ?N > /L.L\ O a^ Y A9 RAMIIR®EEPER 5EGTDION$02.4 MXXCEPTION 5) �l A O O Q SECOND FLOOR 954 DROUGHT TO THIS IFRVIATE ATTENTION ON THE ARCHITECT. TOTAL 21 1 3 E 3-B AND TABLE OF THE CALIFORNIA BUILDING CODE FOR GROUP R DIVISION 3 AND GROUP U < Q Q p DIVISION I OCCUPANUBD. 6 ZY EXPANDED GARAGE 656 UPA�memam"TI�RT Yr ,L V < 5ECTION 302.2 OF CALIFORNIA BUILDING GORE. 50. FOOTAGE W1 OPT. ��Ih SUITE AT GARAGE iab s.F. Fl FIRST FLOOR 1355 SECOND FLOOR 4154 0z SECOND FLOOR PLAN A TOTAL 23" FIRST FLOOR PLAN A -.--A n e t a I Q a y ,1>IB N tO! SEE ADDENDA FOR PLAN p GARAGE 460 scnLE v, I-o CHANGE PER.ELEVATION. ��. 1 �:" � .. ""�' � �'� � N ' RI $GALE.;,, v_p., Nx �TH31F SE YORE M�BSGUAJZrASED oNr ON LAN DIMENSIONS NISFED SQUARE FOOTAGE OF THE HOUSE A5 BUILT. 7l G U cq PLAN FOR HE S). i 4444 ZZ'-10" 6'-4' II'-Z• 4'-4' I � 4444 4444444 OPir ZO66.. OPi.2666 FR.t?R�� FIXED m IM 7ETAp u� TEMP. / ry I PM. 'sU[Te § 6'-10• 6'-0• Ztio• s'2• 4'-0' n / t 4 n W5 6" '-6" 4'-O• I "� m � � w G N k _.._LP 1 POLE rc b I I � 4F)� I � 7 U N 4'-4' 6'-lo• 'Y-Z' 20:-4" �1 OPTIONAL SUITE (AT DEN AND COMPACT SPACE) p N Z O o I 3 T o°OPPr Doom Q a C G w S 0_ w Io �� E- L AT OPT. p, W C/' W F li rc aY4 a y7 Q = N wzTF <> Q a��QQ o d g o o°oit�m °' cn uJuj J �F=F �e = YVao E do Z + f U mu. _ 4• O yl p( =W 0 Q e dd��Q O0�< V/ Q, vl V � m OZ d SLAB INTERFACE OPT. SUITE � ��� � � �No O O'o Q AT DEN / COMPACT SPACE cP t m �<b Jv � <ro c I'ritZEni"S::F.:.:SJCI^.i Es'INC C 5 DATE p ___---nd fn $"dtierence to 1. 0 m A t',o:Vation .. io -a permit pendin e nr n.i f a pa .t asetl m e z - nt ns ��etl t o a Yt r >ticaL! `r tl. s �3� x N x o . N UTILITY LEGEND SURFACE MOUNTED GEILI-LIGHT FIXTURE bna/o� 1 RECESSED LIGHT FIXTURE 14AN61N6 LIGHT FIXTURE VP. RECESSED LIGHT FIXTURE NV VAPORPROOF LENS COVER. (6FGI AT HYDROMA55A&E BATHTUBS) / \ T ——— —————— / '\ —L.MOUNTED LIGHT FIXTURE OPT. DECK I \ I WALL MOUNTED SCONCE LIGHT \ I SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER I I / 220✓.YI.P.ru I I I I DI9LONIEGT CABINET LIGHT FIXTURE FLUSH MOUNTED STAIR TREAD L16HT. a a a a a a a a a 4 a RECESSED FRACTIONAL HP EXHAUST FAN, SYVITGH CONTROLLED ON / RECESSED COMBINATION LI6HT/EXHAUST FAN UNDER UNDER 3:) ..•I/3 I / SWITCH CONTROLLED 10 � / LIGHTS LIGHTS _____ / y�.'�� I DR. RECESSED COMBINATION EXHAUST FAN/HEATER V.P. EAVE EAVE 9 " 'I POR HOLIDAY FOR HOLIDAY -- I e �1 SWITCH CONTROLLED k OPT. "/ F -T \\\ / I II µ 12CN DUPLEX CONVENIENLZ RECEPTACLE DEN / OPT. MS.I $ 220 240V SIN6LE CONVENIENCE RECEPTACLE Q a a a a a a a a a a TV SUITE I MASTB� \\ ' ./2 I 120V DHOT UPLEX CONVENIENCE RECEPTACLE, b BEDROOM !� / COMPACT swlrcH CONTROLLED,v2 HOT j M BAT I `-\ GREAT I I j SPACE 120V OUADPL.EX CONVENIENCE RECEPTACLE, ,/ \ \ I I -^'•5-` =Z* I2OV,DUPLEX CONVENIENCE RECEPTACLE BELOW y N. I \1 v -- (INCL.INSIDE CABINET OR ABOVE AT CEILING). w PP. 120V,WEATHERPROOF DUPLEX CONVENIENCE s .� \ I I I B \� RECEPTACLE Q 6 1 } _ \ I I /T i } 12OV,GROUND UI FAULT CIRCUIT-INTERRUPTER(6PGI) DUPLEX CONVENIENCE RECEPTACLE r. \ ♦ /. \ \ 4• }i Y'P. 120V,Y'EATHom ROOF 6.F.C.I.DUPLEX CONVENIENCE �T• .32• _�L`^ \ i uP 'I ,1 REGEPTAGLP [ HS. DEDIGATIM HIGH SPEED P 40M OUR2T `C 1 I i 1 ( _ � i '1 II I I ♦\�,;rn } � I 116HT I � N 4_- I II I II'��11I 120V FLOOR TYPE DUPLEX RGEPTACLE,W/MOVER \+'T __ i____- III .�- ' i i i _-' •`°• �/ SINGLE POLE LIGHT SWITCH + HAL jl I 1 Q } JIP}i L T / 11 1 +- I i THREE-WAY LI644T SWITCH c, If IL_ C W BA// I ,� O I II I 1Q I } --~ FOUR- AY LIGHT SWITCH I 4 I ,s2- w73 •�._` !`1eH�. / J ___ t I \\ _'�. -D SINGLE POLE LIGHT SWITCH W/DIMMER CONTROL [I6 l.I6NT \ 1 ------ ,EO KITCHEN _ 1 —— _��Iq_ Q PH, TELEPHONE JACK LI T .I i--_- -Will D �\ \ f\ I___---I __ /_ 1 GAS ME�TEPROR 122OV_ GAR�'�.lE \\\ I TV. TELEV15ION ANTENNA/GABLE JACK O O L __ „ _ RUSH BUTTON FOR DOOR CHIMES OR GARAGE Q I � `� DOOR OPENER J r-=== rv. I I 1 \'. •�� DOOR CHIMES \ i ENTRY THERMOSTAT,VERIFY LOCATION WITH HEATING/ J �MARGAnoN eox \ AG LAYOUT F 8 BEDROOM/J ry '- - _ i ( � �' xC b LD 16 w x 80 H ; JUNCTION�DBox,wITH COVER OR ADAPTOR As o U V 1//2 Iri-- �. —�-TPR �.\ li n I O a Q w o /- 265 / (\CITRIC A OS 5MOKE ALARM,ICBO APPROVED,CEILING J m b m W `-�Z PANEL MOUNTED,HARD WIRED AND N BATTERY BACKUP Q ILL BEDROOM 2 E+ d D cn op 1 I�_- � FOR IRRIbATON / FOR IRRI6ATON � OF GEILNS FAN JUNCTION BOX,WITH COVER OR �U7 LIVING f'ORCFI "P HER j nHER / 777 ADAPTOR AS REQUIRED I 90.VY.v I W6• UNDERga 7. N W. F fm He - AVE ® LIGHTED ADVR-55 5I&N(VI515LE FROM 5TREE7) r ��F — __ ____t_____—-- FOR •. ,r I6HTS (LOW VOLTAGE)TIED TO PHOTOCELL. / UNDER IDAY HOLIDAY PN OPT 116HT5 A � I VACUUM LOCATION LIGHTS ` .� Nor Y1/PhIDTO G�LL �' — I _ OPT.LIoi1T5 IT FOR VACUUM SYSTEM ^ ATE _—�.,�_____ HOT }} L�R W/P O CELL F DN UNDER fif .04 �Imi17. — AT F�R.� 20 AMP MIN EAVE - / LIbHT VG DEDICATED GIRGU dpp 0. X .d FOR HOLIDA LIGHTS \ _. SEC SECURITY SYSTEM MASTER UNIT K F r _ W} N ——.—.—— _ _,—_ FLOOR DRAIN(FD)OR AREA DRAIN(AD), �dZ x '— --._._._._._._._._ - AS NOTED 0.k Qd p SEE ELEVATIONS FOR EXACT ROOF DRAIN(RD) pQ�p 0 LOCATION OF LIGHTED Q 8mm J (/� W ADDRESS SIGN. HISH05C$IBB(HB) 11 V0. J EXTERIOR AND PORCH LI&HTIN6 Od0uj ~ FLOOR MAY RADDEND ELEVATION HEI VI/ HOSE$IB$WITH SHUT OFF VALVE(HB/50V) p (I I W — 01 Z Ff 4--+ FUEL 6A5 OUTLET(F6) JJ11 ,d oj O Q 0 O LOOSE KEY VALVE(KEY) O Ti cn m V N I� Q --0 ATER STUB OUT FOR FOR ICE MAKER 8 Q y/ N J It V W �cn _____ SURFACE MOUNTED FLUORESCENT m J II 1 LIGHT PIXTME �!�!JJKyy11 v Z d a GENERAL PLAN NOTES: Q U la a I. MECHANICAL VENTILATION FOR TOILET GOMPART 'ITS APiba S�IdF BA7HROOM5 SHALL BE CAPABLE OF P,"VINS 8 AIR C44AN6E5 PER HOUR. C.0 G_ 203.3. Ip - 2. PROVIDE LISTED NON-REMOVABLE PE BACK FLOW � t PREVENTI TYPE DEVICE AT ALL HOSE B155S. C F.G.'b63 4.�: 3X` 3. SHOWERS AND TUB-SHOWER COMBINATIONS SHALL ME PROVIDED W/INDIVIDUAL CONTROL VALVES OF Tm PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE.G P.G-120 ".. SECOND FLOOR UTILITY PLAN FIRST FLOOR UTILITY PLAN `' ALLBRA�G"G"�EOUTL OUTLETS INSTALLED � oz IS AND BRANCH CIRCUITS OUTLETS INSTALLED IN DWELLING UNIT p 6. NEW FLUORESCENT MANS BY LITHONIA LI6HTIN6(CKP-67J WITH PI V�ii x�Ls:IJ4 I'-o• BE SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT �-i F `. SMOOTH WHITE TRIM KIT AND 30POICELVIN 6E BULBS.AT F) co SCALE I/4•-r-o" INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE KITLC�HEN AND BATH. w w Y� BRANCH CIRCUIT.>�.L.C.210.I2 {T. FROVIDE GAT.5 PHONE WIRING AND R6 6 COAX.GABLE FOR 5. PROVIDE 2F-O'LONG n4 REBAR FOR GABLE/PHONE AND 20.-1• x ao y T.V. LONG COPPER FOR El TRIGAL 6ROUND PER C.E.C.SEC.250.81. d. G m m O 12" 2" INTERIOR ELEVATION NOTES 29 1. KITCHEN SINK WITH&ARBA6E DISPOSAL. j Z. VEGETABLE SINK. 3, REf'RI&ERATOR SPACE. 4. W..SLIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, g, LIGHT t FAN(VENT TO OUTSIDE AIR). 6, 50"MICRO/HOOD COMBO.VENT TO OUTSIDE AIR.). T, xX"BUILT-IN OVER. afi<< 6, DISHWASHER SPACE. q, TRASH COMPACTOR SPACE. O. RECYCLE BIN SPACE. I . WARMIN6 PRAYER SPACE. I2. CABINET DOORS WITH&LASS. 13. TOP AND SPLASH. h k ry I TOE SPACE. (SEE ELEV.FOR HEIGHT). g. R D s n SOFFIT.(SEE ELEVATION FOEPTH) n io __ _ _ NO SPLASH NO SPLASH 16. WINO E COOLER SPACE. IZ ;Q 12 12 '4 12 PRE AB WAIINSGOT. ul a a a a a a a 20. TILE WAINSCOT. �3 22. MIRROR(SEE ELF/ATION FOR HT) Q T� 8� 21 . MEDICINE CABINET. 25. VANITY SPACE. 24. SHATERPROOF ENCLOSURE. 21. CURTAIN ROD. 26. BANJO TOP AND SPLASH. z-1, UNDER COUNTER REFRI6ERATIO SPACE. 3'-3'GLR. 26. BASE CABINET.($EE ELEVATION FOR DEPTH) k 24. LIPPER CABINET.(SEE ELEVATION FOR DEPTH) 0 13 10 3'-3.C�' 20 53 l3 20 24"�R' 20 13 2'-0"GLR 13 16 30. PACE FRAME CABINET.(SEE ELEVATION FOR DEPTH) m ^ VERIFY 4" 14„ VERIFY 14" 4" 4' 24- 24" 4' VERIFY 4- 24• 331 .. I-ALNDRY 51NK.DESK KNEE SPACE a®a a a a a B_OPTIONAL DOUBLE OVEN SPACE ISLAND 34 3. VENTILATED SHELF AND POLE. KITCHEN 3 . YET-BAR SINK. 3g. WINE RACK. 36. BUILT-IN SHELVES. 3'1, SMITTY PAN. 50. OPTIONAL GLASS BLOCK. \� NOTES: o p CABINET DRAWINGS ARE FOR SGEHMATIG USE ONLY CABINET TO ISx" BUILDER 5PEGIFIGATIONS AND SHOP DRAWINGS BY CABINET a MANUFACTURER FOR FlIRTHER INFORMATION. 0 C4 29 VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE ` p MATERIALS WITH THE FIREPLACE CHOSEN BY THE BUILDER AT THE TIME CONSTRUCTION/INSTALLATION. b 7 9 n m „ Af 21 21 1 I U Y 1 —E� T7.2 El 0 O m m i 25 I6 -----TM - O -34• � v J r V �...� C. CENTER IO�OX W 12'-0'MIN. 4 12'-6"Mlfil. \/ I \ f ! Q M J A A � [I] EEI J,t--J lk IF] T1 Q 1 29 13 13 ZS 13 13 414' 21' 4" 4.. 21' 4' 4" 21• O L MASTER BATH BATH 2 BATH 3 LAUNDRY OPT. FIREPLACE a AT GREAT ROOM N W NOTE: Z w w b v MOUNT ALL SHOWER 2 r W e HEADS AT 78" HT. �� C> w ABOVE TUB/5HOWER � o P PAN. (DRAIN INLET) �z 115 z z H w MASTER HALL BEDROOM oc ca oow ON , N t + D V. J U) RISE• 3/B" my a) Uv RUN . 10' Lu P 0 O D mU�C� ry 71 o8 CO ? ----� � a-RM CL 0 000 SUITE BAT 3 SP OPT an_=ZQYa. a HALL I I 4_ QY� \� mi If STAIR SECTION " Y " STAIR SECTION " X " SECOND FLOOR STAIR PLAN FIRST FLOOR STAIR PLAN 4 .1p F SCALE:3/B I'-0" 5GALE:3/6"-1'-0" SCALE;3/8 1'-0" SCALE:3/6".1'-0" p = w 0 N SECTION NOTES I.PASGIA BOARD.SEE ELEVATION. 2.BARGE BOARD.SEE ELEVATION. 3. EXPOSED RAFTER TAILS. 4.ROOFIN6 MATERIAL,REFER TO ROOF PLAN NOTES. 5.ROOF SHII INb. 6.DE516NED WOOD ROOF TRLSWS. 1.HEEL STAND TRUSSES, a a a a b.BIRDER TRUSS. 9.2X ROOF RAFTERS. 10 .2X ROOF JOISTS. I I .2X GEILIN6 JOISTS. 1 2.R106E BOARD/BEAM. 3.FLUSH BEAM. 4� �4 4� �a IS.HEADER BEAM. I6.IX OVER 2X TOP PLATE AT NON-BEARING WALL. - 1.7.DOUBLE 2X TOP PLATE AT EXTERIOR 4 BEARING WALLS. la, .2X FLOOR JOISTS. - 19.DESIGNED FLOOR 7RI155E5. a a a a a a a a a a a 20.FLOOR SHEATHIN6. �3 TOP PLT. TOP FLY. 2 1 .b.l.FLA5HIH6.(ROOF TO WALL) - - _-- -- 2 Z.6.1.FLASHING AND SADDLE/CRICKET. 2 u, 23.EXPOSED BEAM. 24.2X SOLE PLATE. m ` 25.2X P.TDP.SILL PLATE. cl _ a 26.2X4 STUDS. 21 ! 2-1.2X4 CRIPPLES. WALK _ BEDROOM 3 BEDROOM 2 GLO'..ET q O 26.2X CEILING FURRING. !j I 29.2X BLOCKINIG. Ll 30.2x6 STUDS. m L Is Q ��R-B 31 ,PONY WALL.SEE PLAN FOR HEI6HT. ®� III! an �I 42 32.BALLOON FRAMED WALL5.SEE 5TRUCTURAL FRAMIN&PLANS, i FIN.PLR. STRUCTURAL CALCULATIONS AND GENERAL NOTES. RUN lo" FIN.PLR. TOP PLT. fst s 16"O.C. TOP MT.F i S3 1 SS TOP PLT. YV4000 TREADS AND RISE 35 WINDER STAIR FRAMING W/PLYWOOD TREADS. 42 EXPANDED 36.RIP 2X DECK JOISTS FOR 1/4"PER FOOT SLOPE. GARAGE Al -3 .ELASTOMERIG DECKING OVER PLYWOOD SAW-LOOK. 20 49 INSTALLED TO MANUPAGTURER'S SPECIFICATIONS. KITCHEN COMPACT L PROVIDE A IiIOUR FIRE RATED oGCI1PANCY 38 .2X "NAIL SPACED"LA5. 6. w 41 r LIVING I I ENTRY AS RE „��°o 5024(E'�R'�5) 7 39.CONCRETE FLOOR SLAB. o BAT '�) SP CE O ANm TABLE 3-B OF THE CALIFORNIA BUILDING Q 40.36"HIGH GUARDRAIL PER C.5Z. 9. CODE FOR GROUP R DIVISION 3 AND GROUP U 4 1.34"-Sb'HIGH HANDRAIL ABOVE NOSINb PER GB.G.10033.3.6. G 42 DI VISION OGGUPANGIES. W C 4Z.FIBERBATT INSULATION-SEE ENERbY COMPLIANCE SHEET. STRUCTURAL MEMBERS 9UPP012TIN6 HORIZONTAL 43.EXTERIOR FINISH,REFER TO ELEVATIONLS- ✓a p, OCCUPANCY SEPARATION SHALL COMPLY PLY AI WITFI Q SECTION 302.2 OF CALIFORNIA BUILDING CODE. 44.EXTERIOR SOFFIT(SEE ELEVATION). a TA.G. FIN.PLR. L ' T.O.G. 45.SHELF,I/2"GYP.BOARD OVER 3/6'PLYWOOD. \ PROVIDE A I-HOUR FIRE RATED OCCUPANCY 46.AT ENCLOSED USABLE SPACE I P VE�GB.C.IOI03331 ON UNDER STAIRS „D bD COOLER NAILS AT 1°O.G. G ARATION BETI'��DWELLINIG AND 6ARAbE 5/8"TYPE'X'bYPSUM BOARD WITH AS REQUIRED PB2 SECTION 302.4(EXCEPTION 3) m AND TABLE 3-5 OF THE CALIFORNIA BUILDING CODE FOR 6ROUP R DIVISION 3 AND GROUP U 41.5/b'6YPSU BOARD tyy DIVISION I OCCUPANCIES. 48.IVY' S PSUM WALL BOARD STRUCTURAL MEMBERS SUPPORTINb HORIZONTAL 4-R.FIRE SEPARATION BETWEEN HOUSE 4 GARAGE TO BE O 5/6'TYPE'X"GYP.BD.W/bd COOLER NAILS AT 1"O.G. : N OCCUPANCY SEPARATION SHALL.COMPLY WITH SECTION 902.2 OF CALIFORNIA BVILDING CODE. 'S, FIRE SEPARATION BETWEEN 2ND.FLR.4 GAR.GL6.AMID .G SECTION B SECTION A WALLS SUPPORTING 2NO FLR.TO BE 5/0"TYPE'X"GYP.BD. SCALE'I/M•I'-0° SCALE-I/1�:-I'-O" � (, l ,ATTIC F.A.U. NOTES ,onuo� _Q^J I. rURMAGE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN v\�, A FURRED SPACE. I 2. FURNACE SHALL BE LISTED FOR USE ON GOMBU5TI5L.E FLOORING. 3. ATTIC OPENIN&AND PASSAGEWAY SHALL BE LARGE ENOUGH 4 FOR REMOVAL OF FURNACE. 4. PROVIDE MINIMUM 24"WIDE 50LIP CONTINUOUS FLOOR FOR 5 PASSAGEWAY. 5. FURNACE SHALL BE NOT MORE THAN 20 PT.PROM ATTIC g OPENING. 21 6. PROVIDE UNOBSTRUCTED LEVEL WORK SPADE OF 30"X SO'MIN. S N IN FRONT OF EQUIPMENT. N rn m { T VENT THROUGH ROOF A MIN.OF 5 FT.ABOVE THE HIGHE5T VENT V d COLLAR WHICH IT SERVES. (/) d ,B . o W d o' TOP PLT. TOP PLT. FURNACE INISTALLATION SHALL MEET ALL LISTED CLEARANCES. Z m m 9. RAISE PLATFORM AND PASSA6EWAY FLOOR SUFFICIENTLY SO 2 41 I6 INSULATION BENEATH WILL NOT BE COMPRESSED. W p O. 17 LL V) pa o u m 49 TYP. GENERAL SECTION NOTES zMASTER 12 " � 4 M BATH B DROOM HALL BEDROOM 3 0 4r- �+ TO TYP.42 ,. 1...... I. RNOTES EFER FOR INFORMATION ON ENSINIM" T S OM HERE. DETAILS ANID I pp 20 T - 2. REFER TO TRUSS DRAWIN65 FOR INFORMATION NOT SHOMW 24 ZyJ( PIN.PLR _�2 HERE. }yIa Q FIN.FLR .: 12 s.. TOP PLT. S. SECTIONS REFLECT THE°A"ELEVATION U.NA. <~ r TOP PLT. TOP PLT. TOP PLT. 4. ROOF SLOPE(REFER TO THE5)AND OVERMIANb(5)MAY VARY P ELEVATION.T All 11 48 TYP. GARAGE �.1 43 ELEVATION FOR MORE N INFORMATION.OS AND AF PLANS AT EACH Q�} Q Q O LL0 } T (n .� - `.., ° GREAT 1 5. TYPICAL DIMENSION FOR A HEEL TRU55. 9m `' �}4-'I f� PROVIDE A I-HOUR FIRE RATED OCCUPANCY 44 _ LL S J DEN/OPT. SUITE H SEPARATION BETWEEN DWBIINIS AND GARAGE ROOM ! T DIM.FROM TOP PLATE TO THE TOP OF TOP CHORD). B�p (n HLI J o ;BA 3 AS REOIIIRED PER SECTION 302.4(EXCEPTION 9) 7 4 Q /OPT. BEDRM .4 AND TABLES-BOFTHECALIFORNIIABUILDINI6 j I E� TRY IPOR I"��'i. �F W N �N = CODE POR GROUP R DIVISION 3 AND GROUP U $$ Vu1 W O O Z DIVISION I OGGUPANGIEb. �V)�lm Fyn STRUGTNiAL MEMBERS 911P -I-HORIZONTAL }OH Ili O � O 2cj OCCUPANCY SEPARATION SHALL COMPLY WITH 1C - q+ J SECTION 3023 OF CALIFORNIA BUILDING CODE PIN.FLR. r.o.c. FIN.FLR FIN,PLR 1�LQ rcFFi UJUN cn o<" Q _� U cc �No Y <i L gv a SECTION D SECTION C cmSCALE 11 -1•-O' SCALE:I/P�Y-0' - F� M H . :s m z0 N� U� O ELEVATION/ROOF NOTES a ao� I. 2xb FAMINI A, MR9M L. 2. 2xb MWN,�,°.�®WNIL. TYP TYP c TYP 3. x EXPOSED RAFTER TAILS Y'V 5HAFM ENDS,SEE DETAIL. I 4 NOTE,ALL RAFTER TAILS TO BE EOUALY SPACED.FRAMER 41 GOODINATE WITH USS . 4. EXTOTI9RIOR PLASTER OVTRER PAPERENGINEER BACKED WIRE MESH. 12 9S 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. ----------- '6 b. (1)GOAT STUCCO SYSTEM I.GJ3.0.•OtY4000K a a a a I I I I TI OR EXTERIOR 15FffS I 8. SOFFIT. &RADE�Y 400P 4. TONGUE-AND-GROOVE SOFFIT. I I I0. SPACED x VERTICAL WOOD TRIM AT XX"O.G.OVER I I RU EXTERIOR GRADE PLYI"IOOD OP.MD.O.BOARD. I I RIDGE I EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. I I DOE 12. EXTERIOR GRADE PLYWOOD O MD.O.BOARD. TYP. 13. WOOD LATTICE O/EXPOSED PLYY400D OR M.D.O.BOARD. I I 1 ROOF LINE 14• FOAM TRIM,SEE ELEVATION FOR• UAL"SIZE. TYP. I I LINE-BUILDINS IS• EXPOSED WOOD TRIM,SEE ELEVATION FO SIZE, g Ib. BUILT-UP"CURVED"PLYWOOD TRIM O SIZE. BOARD. � AREA-2 I i AREA-� i \�'-_ 4'Tw 1 TOP ELT. I T. FIXED SFIIITTERS,SEE ELEVATION FOR SIZE. a a a a a a a a a a a ,� - - - - - --- - - _. 18. POTSWLF,SEE DETAIL. P(OOD TRIM. 1 ❑ RIDGE ❑ ❑ 1 14 2'X4" 20. �INUOIUS 61LE HXTERIORTPLASTER�REED,SEE DETAIL. X 2 I. S.I.FLASHING ROOF TO WALL. T 22. 61.PLA5HIN&AND SADDLE/CRICKET. r 23. APPROVED TERMINATION GAP YV SPARK ARRESTER FROM I I b 3 1, D• ® FIREPLACE MANUFACTURER. OF b O 24"X54' 24. MASONRY VENEER. k /\ 3S �RIDbE AT 25. T/ETHIN-SET MASONRY VENEER. TM C F'� D.I ' I O I •6 �T TIT. 6 26. 9YNTTIG STONE VENEER.L .B G .O.• OC+OB6D 94 I I 2 g 18 I h "{`^ 12. 28. SHAPED WOOD CORBEL,SEE DETAIL. ®a a s a a a a a a a i SHAPED FOAM CORBEL,SEE DETAIL. TYP. I I I TOP ELT. D �• _ 2A. YfI0001?!9ffi'HB,68KE PLAN FOR SIZE. I !77 I I _. -- - - - -0I - _ - __ - __ __ - - _ - - - PIN PLR. I TYP. . _ _ _ _ ._. ._ _ _ _ _ - _ 0: EXPOSED YIOOEDD BEAM SF4APED ENDS. TOP ELT.- - _ - - - PRECAST COMPONENT/TRIM,SME DETAIL. 5 -- - - 33• DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. D 34. PETAL RAILING,BEE DETAIL..I B49D.136. DECORATIVE METAL.SEEADETAIL.5 J $ 4 '. 3T. EXTERIOR PWTER RECESS,9�ELEVATION PO o 1 o m- 27 S 14 2'Xe'. iT�C - $ - _.__.. .._. .. LOCATION,DEPTH AID SIZE OF FINISHED OPENING0, g ��,. D. _ IT SCREENED R LOUVERED"GABLE END VENT", W g 47 �`"-- N - SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE READ. wa IqM S D•I ATTIC VENTILATION CHART FOR MORE INFORMATION) O ,� 34. 0.1.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC < �" IN PLR. _ _ _ _ _ TOP OF CURB VENTILATION CHART FOR MORE INFORMATIOW. -d 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ey q ELEVATION FOR SIZE AND LOCATION. II 2•X9' 2'X4• 41. 6.1.GUTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD 4446 •d IB 14 14 514"t VERIFIED. p 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. 43. LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE SLAB INT'EiRFAGE PLAN FOR TOE FTC.RETURN DIMENSIONS. 44.LINE OF+2"WAINSCOT.SEE ELEVATION FOR HEIGHT. u 45. LINE OF WAINSCOT FUIRR'6.SEE ELEVATION FOR WIGMT.SEE R O O P L�t N 2-�t O N T E L E V T I O N 2_ SLAB INTERFACE PLAN C, MORE INFORMATION. �^ 46. G.I.RE6LET FOR GOLD GOAT CHANGE. � 4.1. MECHANICAL TUB ACCESS PANEL,COMP0510H RESISTANT, T /1 p ^1� C5T-f L1 VERIFY LOCATION. S V scn�E ve^-r-a' I-/�I�1 I sc,ue v+•-i o,. 4 T 8 48. LINE OF INTERIOR GEILINb OR INTERIOR KILL..4 D.4 D.4 4A. LIGHTED ADDRESS DION. AT ROOF PENETRATIONS EXTERIOR FINISHES i0/�9/OD r*CRE APPLICABLE. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. 22"X 50" C ACE99 ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND 1 AT ROOF FILLrFRAME AREAS CORBELS TO BE RESAWN.U.NO.AND PRIMED PRIOR TO V I I FOR REQ.ACCESS t AIRFLOW INSTALLATION/ASSEMBLY. .____- (VERIFY Y'USTRIIGTIRAL7 TYPICAL SIDING TO BE:B" gIDIN6 21 22 2B z SEE DETAILS NAI NEL/t�ER-405V Q INDICATES SMOOTH STUCCO FINISH Q ROOF PLAN NOTES aieca ` INDICATES 4,12 SLOPE UNLESS NOTED 07HMHISE OZ g ON PLAN. /N 1 F J w TYPICAL ROOFNN6 TO BE COW-'S'TILE `V>d 'EAGLE ROOF TILE"14-B.0AM-4660 OR APPROVED EQUAL. ILL LL C C 'n c TYPICAL ROOF OVERMAN&AT RAKE CONDITION TO BE 12" Z l JO W ,d a 1 UNLESS NOTED OTHERWISE ON ROOF PLAN. O m 2, TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" Q H� F 2 m 9 'O UNLESS NOTED OTHERWISE ON ROOF PLAN. 1 O c C3 o W REQUIRED ATTIC VENTILATION =- I.LEQ N z H THE ATTIC VENTILATION CALCULATIONS PER C.B.C.SECTION 1505.5 AS FOLLOWS, W ATTIC AREA(SQUARE FEET). (5)DIVIDE W BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL } REFER TO BA5I G PLAN FOR BBY�2ITGE�TTTHE NET FRIM FREE VE INNO &�uI1R D eo 141644 A D TOTAL �jB F2 NOTES, D I MEN51 ONS, AND / A DIVIDED BY I50 H1644 AND Low VENTING NOT USED) (C.)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED }KI INFORMATION NOT SHOWN �,E FEORAEpGH VET)(® &ABLE ENDN VENT p W( N HERE (D)TOTAL SOI/ARE INCYE9 OF NET FREE VENTILATIN6 AREA PROVIDED d0.> F CL Q BY ROOF AIR VENTS.(95 50.IN.OF FREE AREA MIN.EACH VENT) �-IpL d}d O H .O IN .LO'HA61N a AREAS I S 80 - N (E)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED !RE a p UJ J BY UNDER SAVE VENT BLOCKS.(12 90.IN,OF FREE AREA MIN.EACH) W''Od n K� (F)TOTAL SQUARE INCHES OF YET PRCE VENTILATING AREA PROVIDED J� NSo�I AV/1 U)N PLAN A B G D £ F p(m o o O nmc Ncco ene�e eNo ow4.iN e..ve roru }r O >rn "2A" nre.. VEHTIHS vExrr caRHE1¢v0+» very» �INa F��d F U m (va.rtJ rxN.Iw ra.IW PA.sv (SO.1N)3 ew-12 Iry U U) AREA-I 951 AREA-7 93T eH rinw.iw iasl rycs•i.o I«er 22 "Mld 2" cn O40 N M (� _0 r a za z � � i � Ucc ��o a a NO7E9, f I.NET FREE VENTIN6 AREA PROVIDED BY EAGH VENT IS BASED ON ( � ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 19 PROVIDED d,,nn C CityOf Lake ElsinoR FREE VElTIN6 FOR INDIVIDUAL VENTS IS DIFFEREIT THAN ABOVE. LC. IPIaMing DivtSioa APProva[ 2.ALL VENT OPENING5 SMALL BE COVERED YV 1/4"CORROSION RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4'THEN THE - NET FREE VENTING AREA OF VENT MUST Be INCREASED TO ALLOW FOR REDUCED AIR FLOW) Approved BY% ;�, 3.FRAMER SHALL BE RESPONSIBLE C FFORW/'r COORDINATING RUSS MFR.TO ACCOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM AND FLASHED WITH•MOI5TOP"IN THE SAME MANNER PRESCRIBED L o 0 FOR WINDOW INSTALLATIONS. �v rs rn S. PROVIDE APPROVED INSULATION DAMS(BAFFLES)WNERE VENT BLOCKS "� w ARE USED BETY EN ROOF PRAMIN6 MEMBERS TO PREVENT VENT HOLES A FROM SEINE Bl-OGKEV BY INSULATION. N U _ 6.LOCATE NIGH VENTING MINIMUM 5'-0"VERTICAL DISTANCE I, z 2 ABOVE SAVE YENTS. Oy o N 7.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRAMED AREAS c� TO AD-AZENT ATTIC ORACE5.REFER TO STRUCTUAL DRAWINGS root O FOR SWATHING PEIETRATION9. REFER TO PREVIOUS SHEET FOR NOTES, DIMENSIONS, AND INFORMATION NOT SHOWN HERE. a 4 4 4 rAQ PI B 14•XID• `P."� •T TOP PLT. TOP F14 LT. ' aaaa aaaaaaa 4i -i-r -1 r = -�'_� rr p 11 ai n T 24"X4S• t l J_L I - O 'I-----' "X4" NB 14 _ 33 bl I I I I AT BINt4NG® -_ Z I I , I LOTS ONLY 1 OPT.EILA:F 21 I 1 -' 2 14"X16• • "slMi lli�L BLOCK a a a a a a a s V PIN.PLR. _- i- .a -1- JL -u- - _- - _ - - - - _ _ - __ -L --L- _ _ TOP PLT PIN.PLR. r I I I _ PLT. - - - - _ D -- - --- - - _ _ - _ TOP PLT. ' TOP PLT. - -- - '- AT LIVING Db '94 _________ tr_____ TTP.�� IU i ili i 16 � i 'X4• / I I, q l D D UNE FENCE YERIPY F ON 14 T li 11 / II ili II I II II I h I ----------- E- ---- - - - ------- -- -- - ---- ----.. I I Y I A I I II I 1 II • _ • _ _ _ _ __ F ;I tll II 1 1 I I II I :; II I T T T 4" T I I •1 fn c w yg ga I I 11 �__U �I PIN.PLR. 1"____+I ===J , : PIN.PLR. FIN.FLR. -- - - - - - - - - - - - - - - - - - - M M - - - - - - - - - - - _ - PIN.PLR OPT.WtIPAC OPT.PT DOORS AT AT D AT OPT.PIN6uGN CC AW EN DOOR!) 12 81717E OPTION AND OPT.6111T! 2 D.4 '❑C❑ TYP. ,d F I 7 U REAR 2-A LEFT 2-A p � z Q W c � s N Q at Z= L) a o ZO2 m m 4 Q1Q� PEG J>~ILL O O o A 4 JW �a y W z N z TOP PLT. TOP PLT ><}-ap Q 'T `F N r T o GI�Zf N - - - -- - - - - - - - - - - - - - - - - - - - - - - - gem PIN.1'LR FIN.PLR. I��QQ H J TOP PLT. 5 TOP PLT LL,F O W � — —— —— — ——— — ———— —— — — — D. — — — — ——— — — —— — — — — — — �I W v x ---- --- ��ao �a z ---- ---,t rt 0 O LINE�R410!VERIFr LO IMCN 4• 11 II /II )- O J ------ --- ---------------'-r----r-•-r-r------- --- ---- W� V = m< Z 1 1 M. I I �/ pOC T x II T ff� �'/^1 WUN b eLEa.i 'i i li it i ��4 0d V! I JIM O w In.�II NN!1 3 CD I Q 16A_I II y.7 CC a- Z TOP OF OURB I I I I -;I j it 1 � O - - - - -- -. - - - - - FIN.PLR ad P) V A ODU) Q City Of Lake F,Isinon. Planning Divisiop Appmva. SCOT; - — , �; s INCIv � a1U Al-dBY: -- ... DATE mL RIGHT � ----- 2-r4 pBnding ,.I. � I •'` ha-d o Q o z U a}sl.nh z x p) U m O ELEVATION/ROOF NOTES I. 2x61ri918OIR1,5�))�G9MIL. ioneio� 3. x EXPOSED RAFTER,TAILS W/SHAPED END5,SEE DETAIL. NOTE 4'I ONLY. .ALL RAFTER TAILS TO BE EOUALY SPACED.FRAMER M.M. AT DCCK TO COORDINATE WITH TRUSSENGINEER.9 4 OPT. D.I 4, EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. /41 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH, a a a a �______ 1--____-- -----_ b. (1)GOAT STUCCO SYSTEM I.C.B.O. NK.O.M MKX4CG I I T. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. I j 8. EXTERIOR 61RADE PLYNIOOD 5OFFIT, N 10. SP 'r AVERT GAL MOOD TRIM AT XX"OZ.OVER EXTERIOR 6RADE PLYWOOD OR MD.O.BOARD. I 1 H 11. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. I ROOF LINE 2"X3"14 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. j 13. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.0.BOARD. LDINi 14• FOAM TRIM,5ME ELEVATION FOR 542WAL"SIZE, I LIFE I 1 15• EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. �I �I TYP j AREA- Z. i AREA-� D' D TOP PLT. IT. PI)IXEDSHUTTERS,SEE EELEVADTION FOR SZE.TRIM OR 0.BOARD. a a`] a a a a a a a _ 13 D.I 1 D.I H 1 19 PROVIDEF6SI�FLASHIN&AT ALL EXPOSED WOOD TRIM. RIDGE I � 1 2'X4• 1 1 14 TtH 20. GONTIW10Vr.G.I.EXTERIOR PLASTER SCREED,SEE DETAIL. 4 M 2• 21. 6.1.FLASHING ROOF TO WALL. X 6.1.FLA5HIN6 AND SADDLE/CRICKET. 2 1 44 >C I 2•XD• 14 "II H 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM O 14 Y * m FIREPLACE MANUFACTURER. 24. MASONRY VENEER. F I j 2• 13 • R IC D. 26. SYNTHETIC MASONRY ONE VENEER.IZ.B.C.• WK,10 68 b I TYP. I I TP G D 14 AT IT . �. �. �. 12 2T. SHAPED FOAM CORBEL,SEE DETAIL. S II I y�A TOP PLT. ID 2T FlN.PLR 28. SHAPED WOOD CORBEL,SEE DETAIL. a a a a a a a a a a D. i L. I - - - - - - - -- - - - 2A. YNOOtAOZSTTB,5T3'6E PLAN FOR SIZE. L. TOP PLT. 30 EV-05EID MOOD BEAM. MANUFACTURED COLUMN. SHAPED ENDS. 2'X5" 14 ,1 ----_-- AT 14 1'Xb• 52. PRECAST(COMPONENT/TRIM,SEE DETAIL. FOR LOCATION, '- 22 39. DEGORAT VE FALSE TILE VENTS SEE ELEV. L ________ _ ' 2° D - 10 4 34. METAL RAILING,SEE DETAIL. ,A -_ tr q DOq, _"M 'I - _ _ �, 1 •T 35. WOOD RAILING,SEE DETAIL. -_ ___ _ l / -____ a _ T I 7 ! 14 36. DECORATIVE METAL,SEE DETAIL. w! -- ------ 41 3T. EXTERIOR PLASTER REGE55 SM E.LEVATION FOR O W q q 3"X4'I4 - _ �--- •2O 5 LOCATION,DEPTH AMP SIZE'OF FINISHED OPENING. N 36. G.I.SCREENED•LOUVERED'&ABLE END VENT', SEE ELEVATION FOR VENT POE AND LOCATION. (SEE REOV. W\ 6 ATT VENTILA ON S.I.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC a n. - - -.-- TOP OF GLIRe g - _ 1 a VENT LAnoN CHART FOR MORE INFORMATIOw. 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ELEVATION FOR SIZE AND LOCATION. 8 20 2•X4• 41. b.l.6VTTER AND DOWN5POUTS,LAYOUT TO BE FIELD .5 14 9URR 5 26 VERIFIED. b 42.LINE OF SYNTHETIC STONE VENEER,.5EE ELEVATION. 43.LINE OF MASONRY VEFEER SEE ELEVATION FOR HEI6HT.SEE v SLOB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. I 44.LINE OF s2"MINSCOT.BEE ELEVATION FOR HEIGHT. .-. 45.LIFE OF WAINSCOT FURR'&.SEE ELEVATION FOR HE16NT.SEE ROOF PLAN 2-B FRONT ELEVATION SLAB INTERFACE PLAN FOR MORE INFORMATION. I 46. 6.1.RE6LET FOR COLOR GOAT GHANbE. 4T. MECHANICAL TUB ACCESS PANEL,CORROSION RESISTANT, scA�v +e-1-0" fjp�I�I� x - VERIFY LOCATION. 4 T e It A�/,.-�-o. 4q. LIGHTED ADDRESS EILIN D.4 D.4 D.4 48. LINE OF INTERIOR CEILING OR INTERIOR WALL. AT ROOF PENETRATIONS WHEREEXTERIOR F I N I S H E S APPLICABLE. (Y� 22 X 9O"ACCESS ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. ^� AT ROOF FILLE AREAS R RBQ.ACGe55 A EXPOSED W j ESD 4 AIRFLOW LL OOD TRIM,PLYNIDOD,5HLITTERS,PO5T5 AND: __ - (VERIFY XOD L.I..I ' W/9TRU^TURAU CORBELS TO BE RESAWN.UN.O.AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. TYPICAL SIDIN&TO BE:6"BBEEVVEEL�SIDIryG 21 22 23 -_4ZA DETAILS HARDIPANEL/NER-405 D3 D.3 D3 INDICATES SMOOTH 9TLI000 FINISH ROOF PLAN NOTES ola - Q j INDICATES 4,12 SLOPE UNLESS NOTED OhIERYVISE Oa O $ S VH ON PLAN. ` -___ __ ___ I W� D I D TYPICAL ROOFING TO BE CONC.FLAT TILE V a rl EXPANDE Q „ I 1 --- 2.,r.� ---LIl -- GARAGE •EAGLE ROOF TILE"I.G.B.O.HIEI,-4660 oR APPROVED EQUAL. J Z c�.l `:. `�{ I III ♦II ,. I III TYPICAL ROOF OVERHANG AT RAKE GOFIDITION TO BE 12' Q C rA .--�..- f ' VNLE55 NOTED OTHERFVI5E ON ROOF PLAN. `W a W c�ln TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 12" Q F- O VNLL96 NOTED OTHERWISE ON ROOF PLAN. OLL O O $ REQUIRED ATTIC VENTILATION � x THE ATTIC VENTILATION CALGULATION9 PER GB.G.SECTION 1505.3o-0 AS FOLLOWS, WW ATTIC AREA(SOVARE FEET). I rtS- / I \ ���•-_ (B)DRIE-VIVE=IRm HET�VENTIH�IGLTI A IN�IAROE INGHL'D VIDE TOTAALL I BEDRC;FQM 3 BEDRdQM 2 f ,11 f / \ 266o DY 2 TO GET THE NET FREE VEr+rING REQUIR®BOTH HIGH AND LAW Y o I ,,`` \ \ I I I I 'tf V IIwG \ AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) Q d I \ \ III / I \ PORCH , Q 1 I.L t I/ \ (G)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIOEOPY&ABLE END ATTIC OF `� / \ \\ - _ _ _ FREE AREA FOR EACH"ENT)l®em &ABLE END VENT A FOR MIK so. N 1pryHn�Q F N / \ \ v' \ • I / \ (0)TOTAL S WARE INCHES OF NET FREE VENTILATING AREA PROVIDED a}}s F Z Q BY ROOF AIRNT5.( OHA61 OF FREE AREA MINA.EACH VENT) IL Q� 0- r // \\ -- --- - ----- - --� - - - - --- (EJ r�H6G�lVARE INCHES OLFOISWT FRs O Lh IN6 AREA PROVIDED BY UNDER SAVE YEN BLOCKS.(12 90.IN.OF FRS AREA.MIN.EACH) ., J~�f Na a / Lu 4046 5L. -- ---- --- (F)TOTAL SQUARE INCHES OF MET FREE VENTILATING AREA PROVIDED o~ - - -- - JfaEO � .o Z Z o I PLAN AT- $�D GABIG.E ENo owsi D �a rorF.s� O 0 O Q "ZB" A(tEA VENTIN9 VENI'� �IQHnR VENTS VGNT9 VETTING � W d m¢ _ 1`!R.FT)(Gfi.IN) fGG.M.1 (!m.m) NJm.IN) (lB.I IN.) SF L? U In Z T 2" 5'-0' aae «a« - HIGH W .zev Hle« r3Vl�. w" «le« ¢' UJ N AREA-I 951 "- spy - yaw ,on �e a:. gas LL v _ I.a+ yye,l. V •V N WJj 0 Iw y/ M WV)W5'-T v2 5-0• 5'-u• 5'O• T-0 5'-0' AREA-2 - R.O. - b•-0" � O � 3Zq 25110• InI VQ Q I - NOTES, lYF<- 0� a I.NET FREE VENTING ARE EE A PROVIDED BY EACH VENT 15 BASED ON ASSUMED VENT SIZE AND FR AREAS.FIELD VERIFY THAT THE � � SECOND FLOOR ADDENDUM 2-8 FIRST FLOOR ADDENDUM 2-B MINIMUM"REQUIRED VENTING"AS LISTED ABOVE IS PROVIDED Q -- ' FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. dz � 2.ALL VENT OPENINGS 5HALL BE COVERED NV 1/4"CORROSION W,a scALe vR^-r-a^ RESISTANT METAL MESH.(IF MESH 15 LESS THAN 1/4"THEN THE REFER TO BASIC PLAN FOR Ul dSi NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW V NOTES,DIMENSIONS,AND REFER TO BASIC,PLAN FOR FOR REDUCED AIR FLOriJ INFORMATION NOT SHIOPN NOTES,DIMENSION5,AND 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS - HERE INFORMATION NOT SHOWN City Of Lake F,lsinor MFR.TO ACCOMMODATE ALL ATTG VENTS HERE Planning Division Approvak 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM AND FLASHED WITH"MOISTOP"IN THE SAME MANNER PRESCRIBED Q Aplxoved&:,` FOR WINDOW INSTALLATIONS. Mo jz S.PROVIDE APPROVED INSULATION DAMS(BA"LE9)WHERE VENT BLOCKS 4co / ARE U5ED BE11 EEN ROOF FRAMING MEMBERS TO PREVENT VEN HOLES F'\ w _ FROM BEING BLOCKED BY INSULATON. ry v LOCATE HIGH VENTING MINIMUM W-O"VERTICAL DISTANCE O . - ABOVE SAVE VENTS. T.PROVIDE AGCE59 AND VENTILATION FROM CALIFORNIA FRAMED AREAS X 0 TO ADJACENT ATTIC SPACES.REFER TO STRUCTUAL DRAWIN65 FOR 00 FOR 5HEATHIN6 PENETRATIONS, REFER TO PREVIOUS SHEET FOR NOTES, DIMENSIONS, AND INFORMATION NOT SHOWN HERE. 4 Q 4 4 a AT OPT. NRDR.AAE aaaa aaaaaaa TOP PLT. TOP PLT. \�- 14t—t _ 21 Is m 2zll4"X48' 1__yl l _I_I . O -_ « ry f ^^ 1, 14 T415 AT GNNPNG® 1� Y_DiJ_J/ll/_/111r�_A�m __•I __ _ _ _K_A5_ _ 21 14_'XI_D LOTS ONLY Tyr.14 - -- �b q q asaaaa a FIN MLR. L TOP PLT. FIN.FLR TOP PLT. 12 4 I I AT LIVING TOP PLT. T yeµ• ll - - -- - — TMP. 4 ND 7==== ___LA�17D IPII.Y I II II II J( 2 1 -�i •ram I I i $ U II 1 1� �I \ / Ij 1 II II II I I II I I11T II I ______Llts _ FCNLZ VILIFY N TIO __ ____ i, III II III In I -__ ___ __ X _ __ _ __ � I I \/ I 1 r II II I I p II I III II 1 = "- = '•�• � ug O II II /\ II V T I I. ;I 11 I I II I I II II I I II II I S ip C fl Y� Y� „� II P w 1' IIli �\II T I A Ili I I .I II I I II J I IVI O I D O O� A===-/' .Q 1 f 0 1 , rl II I d • ` L-� 1I qa w� FIN.PLR. __11 FIN.M.M. MIN.FL.R. I _ FIN.FLR. a OPT.WINDOW OPT,PRGNU/ OPT.FRENCH 12 AT COMPACT DOORS AT DEN DOORS SPACE AND AND OPT.SUITE Iy SUITE OPTION Fyn • a U REAR 2-B LEFT 2-B ��/4•.I•-0• J l,..•,_o.. w 0 � p w I � Q W � o C4 z= O o W 6 J E C 2 or X F w TOP PLT. TOP PLT vV r Q d fz a o a dd - o $S6m J MIN.MLR. — — - - - - - — — - - — — - - -- — — — - - - - - - - - - - — FIN.FLR. p�LL + (^n+ w J_ ui TOP PLT. _ _ —— — — —— — — — 6 _ _ _ ____ _ ____ _ ___ ___ TOP PLT u�Rf d1�y W V) �I N' •O• D � UJ ____ r csO Z 1 \ /tlF _ uNe Qr reNce veclrr o - --- 4• h 11• • 0 wc�nN m U } 11 II 11 - �INjU a�< �Cf) W N Z iELE6.l�1 I 'I I'//\\,II D 1apU OCp V/ _JWin 6 3 O a� q U - tayl d w o TOP Or CURD _'_ _ —II _ _ _ - — — — _ _- _ _ __ — — — — — — — — — — — — — __ FIN.FLR. 4p}�FpV (� oOv Q ' d'(322 ZY d Of Lake Elsina� City � d �iarrtling pivision ApP�'p°a' a g .4woved BY: J RIGHT LS 2-B ' 4GALE I/4'•I'-0• n 1 q +e nn ♦Q o D Fjj x w x o Nm m O ELEVATION/ROOF NOTES i. 2x61FA0BOW11.�mHCRIU.. 2. 2x6 ,Sm mmmLL. 3. x EXP05ED RAFTER TAILS W/SHAPED E1,05,SEE DETAIL. TYP.T'R. �\`��"�' NOTE•ALL RAFTER TAILS TO BE EQUA MER TO COORDINATE NTH TRUSS ENGINEER. ( AT DEGIZ -� LY SPACED. RA M 9 4 41 FYI 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE'MESH. D.1 D.55.-____-__--.. _ 6. (1)COAT STUCCO SYSTEM)I:BAE Wt AL LATH. a a a a FINISHES. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. I 1 D. EXTERIOR GRADE PLYWOOD SOFFIT. I I 4. TONGUE-AND-GROOVE SOFFIT. I j 10. SPACED x VERTICAL MOOD TRIM AT XX"O.G.OVER I 'lip 1�Q 1 EXTERIOR&RADE PLYWOOD OR MDA.BOARD. 4XI0 . EXPOSED MOOD CORNER TRIM,SEE EXT.FINISH NOTES, I I 2 2"X2'ASV. 2D 14 I,�X„E. 12. EXTERIOR GRADE PLYWOOD OR MDA.BOARD. I H I 13, WOOD LATTICE 0/EXPOSED PLYWOOD OR M.D.O.BOARD. M. I I I RDOF LINE I I 14• FOAM TRIM,SEE ELEVATION FOR 5A2HUAL"SIZE. 9 I ILDIN6 IX4 2>0 ASV.14 15 P 151 EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. LINE 4• 16• BUILT-UP"CURVED"PLYWOODA TRIM OR MD .BOARD. $8 TYP. ; AREA-1 2 �+ 2" 11. FIXED 9HNITTER4,SEE ELEVATION FOR SIZE. a a a a a a a a a a a y AREA 2 TOP PLT. I 12 I I - - - - - - -- -_ - - IS. POTSFNLF,SEE DETAIL. j a D.I H j 2 _ 19. PROVIDE 6.1.PLASHING AT ALL EXPOSED WOOD TRIM. RIDGE 1 � Ba I ID'X C 54" 20. ONTINUOU'6.1.EXTERIOR PLASTER 5GREED,SEE DETAIL. FL 1,15 O IALAI-L. I 4XIO D.I II 11 7 I1 2 22. 6.1.PLA5HIN6 ANDS TSADDLE/CRICKET. ) t 23. APPROVED TERMINATION GAP W/SPARK ARRESTER FROM X I I 12 I D.9 2 ID'X 2 IT __..._ • 4 'm FIREPLACE MANUFACTURER. I 0.1 D• p' r - - O 24. MASONRY VENEER. - - 25. THIN-515T MASONRY VENEER. IIX4 I9 I ASV. S AT Alu b IB 14 26. SYNTHETIC,STONE VENEER.LGB.O.• OL-9066 I I j SOPPII 11 I9 15 2T. SHAPED FOAM CORBEL,SEE DETAIL. n I TW I T 1 TOP PLT. ... _ ` US - D 2'I \ 23 PIN.PLR. a a a a a a a a a a �Q I 2 IR p 4 -�� 20. SHAPED WOOD CORBEL,SEE DETAIL. 1 II I 1 .__ I D. I I _ - - - - - - ._ - _ - _ TOP PLT. 30. EXPOSEDODW00V BEAM WI SHIftlM PLAN FOR APED ENDS. 51. MANUFACTURED COLUMN. $2 PRECAST COMPONENT/TRIM,SEE DETAIL. i 33 DECORATIVE FALSE TILE VENTS SEE ELEV.FOR LOCATION. 1 I D : 5 19 , 34. METAL RAILING,SEE DETAIL. 1 ' _ __ I -_.. 1 4' 4 35. WOOD RAILING,SEE DETAIL. k! 1 2 IT ID'X60' _ J AT 49 '- TIT. 36. DECORATIVE METAL," DETAIL. yNj a. ________,7� 1 •-- c n : DOOR O 9 T EXTERIOR PLASTER RECESS SEE ELEVATION FOR Q - -..D.I _ __ LOCATION,DEPTH AND SIZE'OF FINISHED OPENING =� q 13 2 .I T 24 39. SEE ELEVATION FOR6.1.SCREENED 4 LO VB1RT 9511E AHD LOGAVENNT (SEE READ.'&ABLE END g 2D.I D - - - - - i ATTIC VENTILATION CHART FOR MORE INFORMATIOW.39. G.I.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC $ $ FIN R. _ _ - -- - OF CURB VENTILATION CHART FOR MORE INFORMATION). TOP - 40. DECORATIVE(FALSE)VENT/LOWERED BOARD,SEE ELEVATION FOR SIZE AND LOCATION. 14 2-' IS 14 4 1. &.1.&UTTER AND DOWNSPOUT',LAYOUT TO BE FIELD 2X4 15 (Alt 14 e,�,pJ .5 D.5 VERIFIED. �❑❑ np 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. d 49. LINE OF MASONRY VENEER SEE ELEVATION FOR HE1644T.SEE SLAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. 44. LINE of.2"WAINSCOT.SEE ELEVATION FOR HEIGHT. U /� 45. LINE OF WAINSCOT FURWO.SEE ELEVATION FOR HEIGHT.SEE ROOF PLAN 2-C FRONT ELEVATION 2- SLAB INTERFACE PLAN FOR MORE INFORMATION. 46. SL RENTER FOR COLOR COAT CHANGE. 4R. MECHANICAL TUB ACCESS PANEL,6ORRO51ON RESISTANT, f n SCALE i,a^=r-o• ��v4•�i_o. VERIFY LOCATION. V 4 T D TR?.D I T I ON?.L 48. LINE OF INTERIOR CEILING OR INTERIOR WALL. 4 D.4 D.4 49. LIGHTED ADDRESS SIGN. AT ROOF PENETRATIONS EXTERIOR FINISHES J WHERE APPLICABLE. ALL EXPOSED PLYWOOD TO BE EXTERIOR&IRA.DE. w O 22" X 30"ACCESS ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND I AT ROOF FILLJRRAME AREAS CORBELS TO BE RESANPI.UN.O.AND PRIMED PRIOR TO F- Q FOR REO.ACCESS t AIRPLOW 0 I I INSTALLATION/ASSEMBLY. VERIFY/WSTRUGMLhU BEVEL 9� N& Sm DETAILSIN6 TO BE:NARDIPANEL/NBR-405 woo Q-W D3 D9 3 - INDICATES SMOOTH STUCCO FINISH ROOF PLAN NOTES - Q s INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE 00 y m o ON PLAN. - - - --- I .. -i`• - - TYPICAL ROOFING TO BE FLAT GONG.TILE Q¢ y 6 - - -- - ---- -__= ------- i'll, NDE EXPAGARAGE EAGLE ROOF TILE"IC.B.OAM-4660 OR APPROVED EQUAL. JZQ d �TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" ZW-_ �" UNLESS NOTED OTHERWISE ON ROOF PLAN.TYPICAL ROOF OVERHANG AT SAVE CONDITION TO BE 12" UNLESS NOTED OTHERWISE ON ROOF PLAN. Zu- q REQUIRED ATTIC VENTILATION u-ir z N F ENTRY THE ATTIC,I VENTILATION CALCULATIONS PER C.B.C.SECTION 1505.3 W ATTIC AREA(SO DARE FEET). (5)DIVIDE W BY WO AND MULTIPLY BY 144 TO GALCAATE THE TOTAL } REQUIRED NET MIME VENTING AREA IN SQUARE INCHES.DIVIDE TOTAL H- BEDRGQM 3 BEDR69M 2 I f j I I / \ 26Do BY 2 TO GET THN NET FREE VENTING REQUIRED BOTH H16H AND LOW .LIVING \ AREA DIVIDED BY 150(NIGH AND LOW VENTING NOT USEDI }yja Q PORCH (G)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED W K T I 1 L- 1 By LADLE END ATTIC AM/VENTS.(SEE BE FOR MIN.SO.IN.OF W ddF ** (V / I \\ FREE AREA FOR EACH VENT) ® .&ABLE END VENT W`~ Q \ \ I I l~ I \ ---- (D)TOTAL SQUARE INCHES OF NET FREE VENTILATIN&AREA PROVIDED R } -_ -_ .... - O O'HA61N� FL -OO'HA61N� a. MIN. ) 8m O J + rn ON ___ ______ ___ ______ .. (PJ TOTAL S R M^ INVENT OF NET FREE VENTILATING AREA PROVIDED ILQ `' W I Lu 4040'e_ BY UNDER UVE VENT BLOCKS.(12 SO.IN OF FREE AREA MIN EACH) Op s J = I ------ ----- 46 IWU B° - ___ (F)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDCD J ZZ W (n N 4 - -- I TH. I ANNE � � z ___ ---- PLAN A B G D E F as O o0 �1 A IO RG09 bABLE END O' 1. EAV2 TOTAL WY}FF O >0, O ARCA VEHTINb VENTv DORMER VENTS veNn SING F�p U T m } 4. CW.IRi(W..IIL) (w,w (!9.W (Em.INN ('+�.IN) Fl p(i /� 9'-0• 3'-0' G'-0' 4" 4+ V-6- AREA-I 451 a« rl>Iw•:w n�mi.ses _ n e�a.l. x wb« IL cn AREA-2 43T aoe �QQQ11I 1111000U'dS' V J J 1 (-) W-111/2' S'-II I/2• b'-4' b'-4+ '-2 6'-2' '-2 3'-10• 16'-2' R.O. 9'-10' UEW O Z U1 o Q^ a c 4Q 2T'-10+ 4W-O' /� dNOTES, I.NET FREE VENTING AREA PROVIDED BY EACH VENT IS DATED ON H ASSUMED VENT SIZE AND PREE AREAS.FIELD VERIFY THAT THE SECOND FLOOR ADDENDUM 2-C FIRST FLOOR ADDENDUM 2-Cj "ALLVE IS PROVIVIED V44EN VENNT�UFOR INDIVIDUAL VENTS DFFEREM THAN ABOVE 2.ALL VENT METAL. M SHALL EE COVERED W/AN c"THEN ON scALe:i,N°.r-o^ SCALE.vr�•r-o" RESISTANT METAL MESH.(IF MESH)IS LESS THAN I/4"THEN THE �j a NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW _ FOR REDUCED AIR FLOW) i REFER TO BASIC PLAN FOR REFER TO BASIC PLAN FOR City Of).eke Elsmorc NOTES,DIMENSIONS,AND NOTES,DIME3.510N5,AND S.FRAMER SHALL BE RESPONSIBLE FOR GOORDINATIN6 W/TRUSS INFORMATION NOT SHONAI INFORMATION NOT SHOWN PIBNIITIg DIYi5i08 Approval MLR. E ACSHAL O 5=IN ALL ATTIC VENTS HERE HERE 4,ALL.VENTS SHALL SE INSTALLED 50 A9 TO MAKE THEM Approved BY \(�. AND FLASHED WITH"MOISTOP"IN THE 5AME MANNER PRESCRIBED O o o O J FOR WINDOW INSTALLATIONS. 5.PROVIDE APPROVED INSULATION DAMS(BAPFLET)WHERE VENT BLOCKS M Q =� . ARE USED BETI EEN ROOF FRAMING MEMBERS TO PREVENT VENT MOLES R "aft PROM WIN*BLOCKED BY INSULATION. n u X t"\ 6.LOCATE HIGH VEITIN&MINIMUM W-0"VERTICAL OISTA E 5 iR z ABOVE EAVE VERTS. O i rn T.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRAME AREAS cm X o TO ADJACENT ATTIC SPACES.REFER TO STRU NU GTUAL DRAN&&FOR m m O FOR SHEATHING PEHNTRATION9. i 1 i REFER TO PREVIOUS SHEET FOR NOTES, DIMENSIONS, AND NFORMATION NOT SHOWN HERE. aaaa AT CYPT. I FlRlPLAGE TOP P-T. ��• a aaa a a a as as roP PLr. 3'X2'ABV.14 - I'X4° - I D.1 J Z4X'�• I =�I 4 - 11 Z -I'� --- -� m '1---- f Is I-X4-14 13 D$ I, II. 311 li== l1 I ribI I , D.I AT ENMANG I----I v--]I I I I I I LOTD ONLY �1-_!. T - 16KLA93 ]I 1 14'XIO' AT POK PIN.FLR. \ Fay •••,• __-_ I _ _ TOP MT. IN.PLR I 14 �• � DD TOP PLT ®aaa a a a a a a a Y1 - - - - - - - - PI-T. I X4 . i TOP PLT. 77 ; IG I I - - -- .- - - - - - - - - -- - - -- - - - - - Z AT LIVING - -- ZX4 15 114 1X4 ABV. IS ----------- ---- ---------------------- -T ,I II E II I tl � 1 II q h l I J n l h 4 1 i - /¢1 D D J fr •/ b I I ,\ I � , � , I I I q II I I I p l l h U I P O r�0 §� •'t J � � Ib T y 14 II d PIN.PLR I�_- II I II I e u - I 7YI! M. I ¢ $ 0. ___1 ____ .____ FIN.FLR PIN.PLR. o_ -_ _ - - - - - _ - - - - _ - _ _ - - - _ - - - - - - _ - - - _ - - _ - - - _ FtN.MR. b OPT.WINDOW OPT.FRENCH J OPT,FRENCH ID "J ` .-1 AT COMPACT DOORS AT DEN DOORS ��NN SPADE AND AND OPT.SUITE D.4 •d SUITE OPTION TYP O REAR 2-C LEFT 2-C xA E I,4..Lo, J Z p 0 0 a � Q W w - 1s CA ZZ= c o d �JW A WJ m eo m m z TOP"LT. TOP PLT y F 1 I _ 4 yyW Is dIL QQ OCIL PIN.FLR. 1t1 - - _- - -_ - - - - - _ PIN.PLR. S�ottLLQ �^1 W J TOP PLT. 14 - - - - - ._ .._ - - - TOP PLT a,f Q W a) 7 - -- - -- - -- - - - - =•O• LINE OF_FENGE vaeIPY LOCATION 4' 7 III\--i,'I FIU 11,Q� O mOOi O I I II II II /\ II T iIE-LE-61lIP-N-.t1 IIII III I----•�IIII/-I--\ II I O yy2 'V/ WU 8g // UJ7.TV. - J NIfI WY1 O J zQV CZ Wln 00 TOP OF CURD I I- - - - - - _ _ - - ._. - - - - - - - - -- - - - - - -- PIN.FLR ��H�U CU IC 00 iQ `i O 0 s4 City Of Lake Eism0 G. �_ punning Division APProvai _ d aiApproved BY.` i1•"'l F �m RIGHT M Xi *� 'a w CA U m O AT RIM. LOTS 3 s QQQQ TOP PLT. TOP PLT. TOP PLT. TOP PLT. a AT REO. 2` ___, __ p• _ LOTS III p UI V 14 95 D III li P II 6 _ C 9 U II it LT. .4 FIN.FLR. PIN. NR FI FLR.TOP PLT. TOP T. T. TOP T. j Krr ==5-_-_-='rt 4 Orr rrt\--- III µ III II'' II 2'X4' t TYP. _ I� �I \\/ I� a 4 a a a a a a a a a a = q 7 /\ I q n f` I I I A \\ II 2'Xd n FIN.PLR. FIN Li� FIN.FLR FI FLR. 1C._I w� PARTIAL RIGHT 2—B PARTIAL REAR 2—B PARTIAL RIGHT 2—A PARTIAL REAR 2—A Wig w. a Y.ALE I/4"•I'-0' WAL!V4"•I'-0" •IA.LC/�'•1'-0" 3LALE I/4'•I'-0" d b 'O V TOP PLT. G O O MASTER 4 BEDROOM 4 b I p 17 DECK 4t e T J FINm LR. 7?W V 6K OPTION AT DOOR WALL Q \ �,al AND O ONLY 33fiff I TOP T. a II I 8 OPT.PR!3a TOP PLT. COMPACT n F®" " a` I ` ,z ac SPACE m I O I I of w MASTER Qo to M BATH BEDROOM �v O O D' n o tl PITL PLR. W a 14 SECOND FLOOR ADDENDUM Z !il II 2'f0• --- REFER TO SHEET 2.2! 2.3 FIN.FLR FOR FLOOR PLAN NOTES, TOP PLT. SECTION X DOOR,WINDOW AND ELEGTRIGAL LAYOUT. d d 9CALl.VY-M-O° } a a Kf r C �� �� /v\ �� 2•X!• '$. yy�. '6• -°. "�-°. I. • AIL fjQd a 6d. � a U1 c2o nrlo o�l`a Cn w J _ __ ___ 9t-pi Q) Na 2 QQ�t11 o Z Fuj IN.FLR. :p O '� _P —— —— —— aJa}� /� O >OOi O T mQ } e• WWI. m p I I .ELev."e s c I I � m � Jam_ Nw"NI' U PARTIAL RIGHT 2 C PARTIAL REAR 2 C P, �Wln — i SCALE I/4"•I'-O• ecALe I/4'•I'-0• I I o m m I I e'-I• I I o ��� � � 3zv Q I I sTucco cLo =W V � �N o Y _ ------- ------- d O O h DEN / OPT. SUITE COMPACT ~ / OPT. BEDRM 4 SPACEa I II H.anor',L.L p SLAB INTERFACE ADDENDUM FIRST FLOOR ADDENDUM ; '-1t baa a I I Consf N N SCAT F. i1 !'-O" aCAL!V1 Y-0' talt GVO O f!'I! flpy t REFER TO 5HEET 2 2 23 r orri' c ;,�,provisions o REFER TO SFIEET 2.1 FOR FOR FLOOR PLAN NOTE5, =s a'1�e ally a u u O< S FOR NOTES,DIMENSION AND DOOR,WINDOW AND 0 a N INFORMATION NOT SHOWN HERE. F FCTRIGAL LAYOUT. z o� N O V W NOTES �o,laml��4 INDICATES DROP IN SLAB(SEE DETAIL.) 17-D" 410" 4D'-4" VERIFY MINIMUM FOUNDATION DEPTH,WIDTH,REINFORCI146 STEEL AND ADDITIONAL EXPANSIVE SOIL REOUIREMENTS a a a a _ AITH THE SOILS REPORT. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR INFORMATION NOT a 5HOVgN HERE aaaa aa4aaaa p ' LOLATrON m n j _ FOR HARIDSCAFE -� r--- ° - INFORMATION REFER TO I I o I �� LAND5CAFE PLANS aaaa a a a 4 a a a a %�WAT S,0 FOR ISLAND WUNNTER I L 00 00 I I I N fI 4�9• �o 00 ♦-- 1 I C7 ¢ g I I a Q KASTE AT MIATWt t0 �T�I I cLorer � 11 11 It I IIFI ----It7 J J J III /'\ ~ ' • °y.' U vARIW GONG. 3 STOOP n hp n � I � O 4 tl� J CJ °' cue YARIE9 4 > VARIES RTRJRAS Ht 1 U. VAR ES " IWL 0 �A V o U m �o •I'-4• 4'-4• I' T �V) W H z Tyr. 2+ 4 D� 11 O I 1 J -< 4 - � N o a o " LLJ U) J RHO LuE L0� Z aw• 6'-O• 9'-2' 2•AEOVE 0 cc TO >rn O ,I'-10 4• 4• I' 4, 4, I'-10" � 2 � y w V N Z O °� U D'-2' RO. I' lb'-2- MAX 2'-3' FU J W 7 14'—b' Wei, Z C O Q Q OPTIONAL FLEX SPACE a }- a �s� a <w V 00 co V) �e -0• < F FOU SCALE 1/1 M—O" 1 �Iz AT GARAGE SLAB INTERFACE PLAN A V�� G SCALE.1/1'-Y-O' Qt. � SEE ADDENDA FOR PLAN CHANGE PER ELEVATION. 'yy}'1,''(� UU 9 <z HV� Von W U z o� � U� O i NOTES E), INDICATES PROF IN 5LA5(SEE PETAIU VERIFY MINIMUM FOUNDATION PEFTH,WIDTH R,REINFOCIN6 S 5TEEL AND ADDITIONAL EXPANSIVE OIL REQUIREMENT5 WITH THE SOIL5 REPORT. a a a a REFER TO 57RUGTURAL ENGINEERING DRAWINGS FOR INFORMATION NOT aaaa a a a a a a a SHOWN HERE I FOR HARDSGAPE �i INFORMATION RE}-I=R TO LANDSCAPE PLANS aaaa a a a a a a a i WN W` b U p Q 0 Z w 0 0 W $ � s Z� w m x a0 Z i z i OOWG PaacN � 4 � n w ly N pp FTCL n J S �g Qd rn LU � 4� 7)a 2 oRGH �V OL p Z 0 Q Wq ) I'-10 4 4 4 I'-b• I'-10 4' LL O Q V! =W J'wln U 4• . Itb' o Q^ d _INyµµII�gl �C I' S'-1• I'-=' S'-'I' 1'-� �'-�" D'-Z'R.O. 1'-O' 3'-2• I'-b' 11'-0' I'- O'-0' b'-]'R.O. 1'"b• Ib'-T'RO. ='-2' 2F(U C (� 00 Ib'-2'R.O. p Y 11Lggy� iU OOM a I4'-b" 9014' 1416' 3014• SLAB INTERFACE ADDENDUM C SLAB INTERFACE ADDENDUM $ :C r l^.'•r_ REFER TO BA51G PLAN FOR REFER TO BASIC PLAN FOR - I,DIMBN NOTE,AND INFORM DIMENSIONS,AND INFORMATION NOT SHOWN INFORMATION NOT SHOANHERE C Z m HERB YZ�V r M Gq Uo O FLOOR PLAN NOTES I.SW CLEAR REFRIGERATOR SPACE.PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REPRI6[RATOR. 2.PANTRY.5EE INTERIOR ELEVATIONS. 3.30"SLIDE-IN RANGE-OVEN COMBINATION YV BUILT-IN HOOD, Ib'-0 V2• 11 1/7' LIGHT•FAN(VENT TO OUTSIDE AIR), 36"COOKTOP W/METAL HOOD YV LIGHT 4 PAN S'-I• 6'-b• 4'i I!2• SM• r D'�y�V--� Z` (VENT TO OUTSIDE AIR). //I1 5'-8' 6,.0- 5.36'GOOGTOP W/DOYAIDRAFT FAN(VENT TO OUTSIDE AIR). <a a a 6.30"COOKTOF(DROP-IW W/METAL NOOD AV LIGHT 1 FAN (YEW TO OUTSIDE AIR)W/30•BUILT-IN OVEN(DELON. T.30"OPT.DOUBLE OVEN/MICROWAVE OVEN 6.BUILT-IN MICROWAVE. 9.OPTIONAL TRASH COMPACTOR 10.OPTIONAL RECYCLE BIN. B C D 5'-0"TUB/SF/OYER YV WATERDE S RESISTANT Y/AINSGOT TO 12" ABOVE DRAIN U.N.O.PROVIDE CURTAIN ROD U.N.O. 3, 12.PRE-GA5T SHOWER PAN.SEE PLAN FOR 5IzE. ABOVE DRAIN U.N.O. 15.FIBER61-A55 SHOWER UNIT.SEE PLAN FOR SIZE. LIT!QOPT. - 14.60"X 42"OVAL TUB W/CERAMIC TILE WAINSCOT.PROVIDE a a a a a a a a a a a pp DK.iC ABOVE. MOTOR ACCESS PANEL AT OPTIONAL 5PA/HYDROMA55ASE S 9EL•SYQT 9.12 BATHTUBS.VERIFY SIZE AND LOCATION OF ACCESS PANEL. 15.SHATTERPROOF 6LA55 SHOWER ENCLOSURE. 16.SHOWER SEAT,SEE PLAN FOR HEIGHT. 1-1.LINEN CABINET. SEE INTERIOR ELEVATIONS. pp 6016 Fb 6016 Fb. t - - - - - - --- - - - -., 18.(5)EQUALLY SPADED SHELVES. M T T-- AaV.60 ii0 .---A . •JL.--T I 60Do SL.DR.(TEMPJ 4046 SL. 4050%.•,... 19.FA1J.8'VENT TO OUTSIDE AIR 20.YWH SW ENT TO OUTSIDE AIM - 'OFT. 1.PROVIDE AID"HI6N M.PLATFORM FOR YV)i OR F.A.U.PROVIDE r IN FR. .TEMP. -1--1 j O I' DL1C .C-OMIW44TISHOWN ON HEATING PLAN AS RFA FA.U.ONLON A R TOP AND BOTTOM AND RETURN AIR ORILLSY R 8 m W/2 Pb. I 1 y FITTING ATOP.O.AND A CCOMBO, VENT CONNECTION FOR DBL. �'Al 4a444a4 i LI� i p �� w 39 SDOLBLE 2X4 USE OF EQUIPMENT.(VERIFY) i RI� I KITCHEN ° 1 22.14'X I8'6.1.5cREIEED 4 LOUVERED COMBU5TION AIR VENT. Y 23.3"VIA.BUMPER PIPE 36'HIGH W/MIN.12"EMBEDMENT. K p p24.TEMPERATURE 4 PRESSURE RELIEF VALVE. I BEDROOM 5 �§ I 9-I " A EX�T VENT, DNp )1O GLb. cP . VENT(M� 4LEN&TH INGLUDI 20 De&RUM ELBOW .PER G.MG 504.5.6'�" 512" 3b' W-10' n NOOK - 2'l.PROVIDE WATER 4 WASTE FOR WASHER 1 1 n I ? 25.GAS DRYERS INSTALLED IN A GARA6E MUST BE ELEVATED 50 I Gle. j Q 3 , , /=�I ° THAT PILOTS,SWITCHES,BURNERS AND HEATING ELEMENTS ARE w FOR FIREPLACE 1NTBRIdR `I �.{ I r I �, �24•"�XS`• ;p A MINIMUM OF I8"ABOVE THE FLOOR LEVEL. If o Q0 rwTJ 29.PROVIDE SMITTY PAN W/DRAIN BENEATH WASHER. 2 C ELEVATION REPS[TO I II -. 4660 DI-PASS S 30.2x6 STUD WALL. w '� I; SHEET 3b O'-" 1 III. 3 I .PONY WALL.SEE PLAN FOR HEIGHT. I FAMILY 3T 4 31 I wARDRoBE 32.BALLOON FRAN2D WALLS.SEE STRUCTURAL FRAMING PLANS, < I I n 4' ___ 7 as,PLUMBING WASTE DROP FROM ABOVE. d fi �I 0'-I"GL6. j• --- n 34.22"X 30"ATTIC AGGE55 PANEL PER C.B.C.1505.1. C SHELF POLE 35.P.A.U.IN ATTIC.PROVIDE 50"X 30"ATTIC ACCESS PANEL. ��yy ° 4-O ---S=W - W-0• 2'-0'I 8'-O" COR PER G.M.G.908). PROVIDE FUEL GAS,LIGHT AND SWITCH. 1 36.METAL FIREPLACE.SEE MANUFACTURES-'-GIFIGATIONL9 FOR 'D RI� FIREPLACE I °�' " I 30 o RAISED HEARTH REQUIREN,ENTS.SEE PLAN FOR BOX SIZE. c n I T 3040 ". bo J PROVIDE F.6.AND KEY. PROVIDE bLAS9 ENCLOSURE. 6 j I n 3 1.APPLIANCE TERMINATION REQUIREMENTS)FXb.XVXERIFY B-VENT EXITING ° I ) DESK i 38.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAN, O T-11 -- -----i__� IILJ r < A 39 NEY'EL POST O TO 8'-7• f/ PI// `1 n 246D I" I'll L I _ " 0 3 it 40.36"HIGH 6VARDRAIL PER C.B.C. . 1 • �31 49 TAIL'-9• 49 42. LINE OF SYNTHEHANDRAIL ICS TO VENEER.SE PER GELEVATIOON10033.9b A r I D.4 ---- I,1 Q D.5 211 24 Y 43. LINE OF MASONRYVENEEIt SEE SLAB INTERFACE PLAN POR TOE FT6.ELEVATRE7URN DIMENSIONS. ION FOR HEI&HT. E I SUM. r 1 266D 9HT. 4 At 44. LINE OF E?"WAINSCOT.SEE ELEVATION FOR HE16HT. _____ I 41 _ __1 LINING 3. 45.LINE OF WAINSCOT PURR'&.SEE ELEVATION FOR HEIGHT.SEE _____ 3• 1 SLAB INTERFACE PLAN FOR MORE INFORMATION. DA F DINING 46.PROVIDE -HOUR FIRE RESISTIVE CONSTRUCTION UNDER STAIRS i 10'-I'CLb. AT ENCLOSED USABLE PER G.B.G.10033.3.9 I 4'/.LINE OF CRIPPLE WALL ABOVE. 46.FLAT SOFFIT.SEE PLAN FOR HE16HT OR DETAIL. 90 49.ARCHED SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL, 4' SU• 2'1P W-3• 5110" 2b• 50.LINE OF FLOOR ABOVE. 14'-D• IO•-0. 51.SHELF.SEE PLAN FOR HEGHT. _ 20'-4' 52.&LASS BLOCK. �I• I I OPT.Pp " q I 53.DUST CHASE.VERIFY Yv H.V.A.C.DRAWINGS. ,'i „ FLEX Y Ste" 54.RECESSED LUMINOUS CEILING.SEE FLOOR PLAN FOR 512E AIlD Z g I SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. I 55.LINE OF DECORATIVE PORCH RAILING.SEE ELEVATION. J OPT. FLEX EXPANDED I�y 56.LINE OF EXTERIOR BALCONY GUARDRAIL.S�ELEV.FOR SPED. Md 8 s ` SPACE I LIVING SPACE ° GARAGE ry TOP OF GUARDRAIL SHALL NOT BE LESS THAN 36"IN HEI6Hr. OPEN ILS SHALL HAVE -'-! ° I 104•Gl.s. # - O G��T PTA55PATHR ERN SUCH THAT 509.S1 SPHERE 4"IN DIAMETER Z� cATE RAILS OR ANxi o 5T.PROVIDE DECK DRAIWE)W/OVERFLOW.PROVIDE BUILT-UP J m L m a r ,' AAAY FROM TER S)IN1D DRAIN(5)50 TO DIVERT WATER PE$ pS x I�L // I 1 ENTRY( 62 55.18•TOYICL BAR-HOT.54"ABOVE FIN.FLK. I 59.24"TOWEL DAR.-HOT.54•ABOVE FIN.FLR bIO.TOVET PAPER HOL17ER-HOT 24"OUTLET FOR IRRI&ATION CLOCABOVE FIN.FLR. LL pq N �f F 11 62. K. 6A5 METER LOCATION.SEE SLAB INTEiRFACE PLAN. Z 38 64.2 OPEN IS"DP.SHELVES STANDARD.OPTIONAL IS'DP.CABINET. • 30 30Pl 651 INSTALL COMFORT W SE/ENERbY STAR BRA55 PLAd1E 6056 9L. 4 \ ABOVE LIGHT SWITCH. DO105BCTIONAL&AV-DR. ______________ _____ _ GENERAL PLAN NOTES •--0 BEGTOTw.OAP-DR p Q 1 7 �.- SdJ6 SL,•! 7 �' 1 g-2• 4'-2'I ry s tttt ' .ALL INTERIOR DOORS TO BE HOLLOW CORE 3/8'7T11C.UN ma/+2. I I L► _ (SEE PLAN FOR SIZED.AT DOUBLE INTERIOR DOOR CONDITIONS F a PORCH I " ---- &_ -� b 7I4-8{}--�-�' I 10'-1'ST000OC _ _ ____________ ______ �J __ __________ ,. PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. 1yU1 < I'to I Jp SEE2.ALL&ARA6E SERVICE DOOR5 TO BE HOLLOW GORE 1 3/5" l] rjjZZF N 2'2" I I I Iry " 4e tUr+OL-� 48�''/. •'SEE 3.ALL HOUSE THIS TO GARAGE DOORS TO BE SOLID CORE 1 3/6"THK.-Oft SIZELL< -a} Q Q ----------I'3 ---- I �. SELF 0LO51N5 AND TIGHT FITTING OR A SELF CLOSING,TIGHT- LLD�pa< 0 lk- FITTING DOOR HAVING A FIRE-PROTECTION RA71N6 OF NOT LE55 �� 8mcn _______ ___ = lk THAN 20 MINUTES WHEN TESTED.(SEE PLAN FOR SIZE) f LL J - 1 4.F SIZE).A DOUBLE OUBLETO ENTRY DOORPROVIDETMDEAD(� PLAN F O W 2'-D• S�8• 2"-10' --- -I--- �1UU C D 1 O UI p W N a J_ TOP AND BOTTOM OF INACTIVE DOOR. QQ tZIuJ B2V. 3, E3. 5.ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4"THICK "' 5� E O o Z (SEE PLAN FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. C E�OH , O O • THAT ALL 10 1 I'-10 4' 4' I' 4' 4• 1V0, 6.ESCAPE OR RESCUE WWS SHALL HAVE A MINEIRMUM NET CLEAR In U N Z OPERABLE AREA OF 5.1 SQUARE FEET.THE MINIMUM CLEAR LL //� A` =W l0 Q OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES.THE MINIMUM y/ AWA`` M I'-10' II'-0• 0 2'-2• e'-2' R0. ,, 16'-2• RO 2'-3' NET CLEAR OPENABLE WIDTH DIMENSION SHALL BE 20 INCHES !� �< O W W V OPTIONAL FLEX SPACE 50, FOOTAGE STD. PLAN AND HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES �R{ , AT SARASE su�l:-.v, r-o^ I4'-D• 30'-4• ABOVE THE WITPOW55 NOT MEET NTHESE REOUi4i¢)E'N EnT�s INDICATED Be r).: =Y1 LIiQ> 3:: a o Y FIRST FLOOR 1205 BROLOW TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. Y Q SECOND FLOOR 1 231 45'-0' �}� V oov TOTAL 2439 FIRST FLOOR PLAN A EXPANDED GARAGE 649 z A E ^ I_o. < SQ, FOOTAGE W/ OPT, PROVIDE A I-HOUR FIRE RATED OGCLPANGY --.ARATION BETYEEN DYELLIN6 AND GARAGE ; FLEX SPACE L + 200 5.F. I AS REQUIRED PER SECTION 302A(EXCEPTION 3) AND TABLE 3-0 CF THE GALIPORNIA MI CODE FOR 6ROUP R DIVISION 3 AND 6RC/UP U FIRST FLOOR I 40e DIVISION OGGUPAFIGIES. SECOND FLOOR 1 231 STRUCTVW-',L NlEMBERS SUPPORTIN6 HORIZONTAL OCCUPANCY SEPARATION SNLALL COMPLY WITH SECTION A OF GALIPORNIA BUILDINIO CODE. TOTAL 263a ° o x GARAGE 4401 SEE ADDENDA FOR PLAN N O CHANGE PER Ia, w NOTE. "O SQUARE FOOTAGE ON L ELEVATION. ATIONS E. FOR THIS15 NOUFi US E MERE MADE BAYED ON PLAN C w 17IFENSIONL9 ONLY AND MAY VARY PROI+I THE 0. FINISHED SQUARE FOOTAGE INDICATES EXTENT OP THE A9 BUILT. OF POT5HELF OR z p COFFERED GLb.SEE Tq PLAN FOR HEI6HT(5). � FLOOR PLAN NOTES 1.34"CLEAR REFRI6ERATOR SPADE.PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRI6ERATOR. �.PANTRY.SEE INTERIOR ELEVATIONS. 90"SLIDE-IN RANGE-OVEN OOMDRATION W/15UILT-IN HOOD, LIGHT 1 FAN(VENT TO OUTSIDE AIR), 16t4 1/2' 2bl-1 1/2• 4.36' P I METAL HOOD NV LIHT 4 FAN (VENT TO OUTSIDE AIR). 5.36•GOOKTOP VI/DOWNDRAFT FAN(VENT TO OUTSIDE AIR). a a a a 14'-4" '-0 1 16'-9 V2" 12'-4" 6.So"GOOKTOP(DROP W/METAL HOOD LIGHT 4 FAN (VENT TO OUTSIDE AIR)YV 30'13UILT-IN OVEN(BELOW. SLIT 1/2' 41-W 6'-0' Y-6" e'-10• 90'OPT.DOUBLE OVENMICROWAVE OVEN 8.BUILT-IN MICROWAVE. 9.OPTIONAL.TRASH COMPACTOR. l0.OPTIONAL RECYCLE BIN. 11.W-O"T S/5HOVER W/WATER RESISTANT WAINSCOT TO-12' B C D I ABOVE DRAIN U.N.O.PROVIDE SHOYL•R CURTAIN ROD UN O. 12.PRE-OAST 9HOWBR PAN.SEE PLAN FOR 912E. ABOVE OPT. DE K 13.MDUR&LA55N U.N.O. UNIT.SEE PLAN FOR SIZE. SEE SHEET 3.14 1 14.60"X 42"OVAL TUB W CERAMIC TILE WAINSCOT.PROVIDE aaaa aaa a a FERKPTI 9G OPTIONAL SPA/ E DOCOPLA 2X BATHTUBS.VERIFY SIZE!AND LOCATION OP ACCESS PANEL. a a pS bTUD WALL I5 H..SHATTERPROOF GLASS SHOVER ENCLOSURE. Ib.5HOVEi2 SEAT.SEE PLAN FOR HEIGHT. Q Y I'1.LINEN CABINET. SEE INTERIOR ELEVATIONS. m m *---- -soso��•-r ----- I n cv _ _ _ I (5)EQUALLY SPADED SHELVES. n n - 19.F.A.U.8'VENT TO OUT'94DE AIR. - OPT.2060S -- IL �DR .TEMP.yy H b.. 4040 6L. 1 20.W/H D'VENT TO OUTSIDE AIR. 228660 SIDE LITE 4 2 1.PROVIDE A W HIGH H'✓D.PLATFORM FOR W H OR F.A.U.PROVIDE k ILLS OR X4 h1� n DUOT AS STII=IAN ON MAAlit TOP TINS PLAN AS bREQ FOR PATTOM AND RETURN AIR 6LR ONLY. DE BY SIDE PROVIDE A'T"PLUMISINS o Q I \ t eo 24 14 01 FITTING AIf-FAV TNF:�AND AARE SIGOMBO.13'VENT COMMOTION POR DEL. 4®a a a a a a a a a IS D4 LLI USE OF EQUIPMENT.(VERIFY) i AT \ 1 / 22.14"X IH"6.1.SCREENED 8 LOWERED COMBUSTION AIR VENT. ENHANGm ` / lig 23.3"DIA.BUMPER PIPE 36"HIGH IW MIN.12"EMB�FIENT. LOIS ONLYTy / POW _. I 4 24.TEMPERATURE t PRESSURE RELIEF VALVE. ED '{ I I,p,STAR / 6'-b. = 25.14"x 6"GARAGE EXHAUST VENT,5cREEN AND LOUVERED. BEDROCZM 246e I 26.DRYER VENT(MAX.14 Hi.LENGTH INCLUDING(2)9O DECREE V t6'I) BATH O 04.ELBOWS.PER G.M.G.53, 1 I D_I cwk. I / 4q �) M-1"0-0. Q 27.PROVIDE WATER•WASTE FOR WASHER. I I 12'-I I/2' V' 4'-2• _ rjl. D'-l0' I 26.6A5 DRYERS INSTALLED IN A 6ARA&E MUST Be ELEVATED SO w THAT PILOT5,5WITCHE5,BURNERS AND MATIN&ELEMENTS ARE • j U n �` I A MINIM OF ID"ABOVE THE FLOOR LEVEL. o- b on a 29.PROVIDE SMITTY PAN W/DRAIN BENEATH WASFE.R. _ y .q 1 3 6D BI-PASS I 50.2xb STUD WALL. y1� GE Caj 266 3 1.PONY WALL.SEE PLAN FOR HEIGHT. 6.+P .4 I , 7 ' J• ��� xi 32.BALLOON FRAMED WALLS.SEE STRUCTURAL FRAMING PLANS, E y WAYiDRObE M I D.4 95 N _ = 4 33 PLUMBING WASTE DROP FROM ABOVE. a 4660 BI-PA: I ��BtA64 SHEEP+POLE 1 20 a_2 35.FAL.IN ATT GI PROVIDE 30"C ACOESS PANEL0"ATT PER IC, PANEL. ��++ 1 i ` T I (OR PER G.M.G.90H). PROVIDE FUEL GAS,LIGHT AND SWITCH. To' WALK IN •- -,H j 1 _ I 36.�T�FIREPLACE.MIREMENTS SEE SPECIFICATIONS W I-OR BOX 9 SIZE. a 34 m1 CLOSET 1� 1 S 9'10' O 5b' 4'-6' '-b- �d 5'-0' 4'-6• 1' p p 1 � m D-I"GLb.1 ')`I�'1�„ 6' it I 3T.APPLIANCE FIREPLACE.PR�OV`IDE F. NGRIPYY BIDE SLA55 �VEM EXITING 4) IJp 51 621•ID,F.P. AND TERMINATION REQUIREMENTS)Am 11,10' I' LOFT I OPT. G� 58.ELECTRICAL SERVICE PANEL.(SEE UTILITY PLAW. �1�' 3A.NEML POST. BEDROOM 4 o n 53 �+^6LE- BEDROOM 4 I ao.36 HIGH GUARDRAIL PER GS.G.509. 36_ 811'CL6.___--__ 41.34'-38'HIGH HANDRAIL ABOVE NOSING PER O.B.C.1009.9.9.6 lV 1 -1 1 ry -B IB I H 42,LINE OF SYNTHETIC,STONE VENEER SEE ELEVATION. D Q U 45.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.5M R 1 SLAM INTERFACE PLAN FOR TOE PT6.RETURN DIMENSIONS. A R 1 D' 2" 9'-10' 9'-10' 5%10" W-4' pl A 44.LINE OP+2'WAINSCOT.SEE ELEVATION FOR HEIGHT. 3. r I _ i 3• 45.LINE FE PLAN FOR MORE INFORMATIONR*.SEE ELEVATION FOR HEI6HT.SEE 2666 SLAB INTERAAC46.PROVIDE I-HOAR FIRE RE-515TIVE CONSTRUCTION UNDER STAIRS AT ENCLOSED USABLE PER G.B.G.1008.39.9 pp�( 41.LINE OF CRIPPLE WALL ABOVE. ? 21 2+I F 1 4 48.FLAT SOFPIT.SEE PLAN FOR HEIGHT OR DETAIL.00 7 � R I SOFFIT.SEE FLOOR ABOVE N FOR HEIGHT OR DETAIL. 50 LINE!° I LAU 64 6 BA -T AFT-� SHT. crt. e,-I" . 2 5 1:SHELF.SEE PLAN FOR HEIGHT. 6'-I"CLa. vrtxL -�40" 4'I O1 p 52.GLASS BLOCK. Z ' 912. 2460 1246D V n 53.DUCT CHASE.VERIFY YY H.VA.G.DRAWINGS. ¢ g OPT, B D R M L '°`° I 54 RECESSED LUMINOUS OEILING.SEE FLOOR PLAN FOR SIZE AND I a SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. CLo scnie vr=v-o° I 266D 1 55.LINE OF DECOR ATIVE POROH RAILING.SEE ELEVATION. o AT LOFT I la-10 ae' �^ 4'-0"D" 1 56.LINE OF EXTERIOR BALCONY GUARDRAIL.SEE ELEV.FOR SPEC,. FA` TOP OP GUARDRAIL SHALL NOT BE LESS THAN 36'IN HE16HT. mOPEN C m ORNAMENTAL ATTERN SL'GAIL5 SHALL M VE IATE THAT A SPHERE 4"IN DIAMETERS OR AN � U '� 6 +Y I CANNOT PA55 THROUGH.PER C.B.O.509.3. z u_ .2 o 1 0 O 97.DOKI ) W11��1 IT 18 DECNS MATERIAL BEHIND D AS G To 7VL AT£ P4 O0 I BEDROOTI 2 \ ry n I 5H.I8'TOVEL BABARO-H&T..554"ABOVE FIN.FLR. 110 BEDROOM 3 n 59.24'TOWEL BAR-HOT.54"ABOVE PIN.FLR. /J LLJTOI a b�.��OVTLET 'OR IRRIGATION GLOG PAPER HOLDER-H&T 24"ABOVE FIN.FLR. Hy(n z SZ F GK. AS ME,-LOGATON.SEE SLAB INTERFACE PLAN. �H 1 // I it I • 4 Yo 64.2 OPEN 15,DP." EI-VE5 STANDARD.OPTIONAL 15"DP.CABINET. INSTALL COMFORT WISE/ENER6Y STAR BRASS PLAGUE ABOVE LI6Hf SWITCH. GENERAL PLAN NOTES Q - I.ALL INTERIOR DOORS TO BE HOLLOW GORE 1 3/5"THK.U.N.&io+� M W dp / 6 (SEE PLAN FOR SIZE).AT DOABLE INTERIOR DOOR CONDITIONS --- � 4 PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. <~ r 9046 PA. '� 2.ALL GARAGE SERVICE DOORS TO BE HOLLOW CORE 1 3/9" W F N .� THICK EXTERIOR GRADE.(5M PLAN FOR SIZE). y 48 S�CM. 3.ALL HOUSE TO GARAGE DOORS TO BE SOLID GORE 13/8"THK. a Q` o CL ELN. SELF CLOSING AND TIGHT FITTING OR A SELF CLOSING,TIGHT- �O N IlkWI.RAI IN6 FITTING DOOR HAVING A FIRE-PROTECTION RATING OF NOT LE-55 ` ' .- SEE DETAIL $3c D THAN 20 MINUTES WHEN TESTED.(5EE PLAN FOR SIZE) µ�1> u�ep s J 3, 7) 4.oR ENTRY AT DDOUBLE ENTRYDOORS BE LIDOOR.PROVIDETMDITAD(SEE PLAN OHaQ W cn H J TOP AND BOTTOM OF INACTIVE DOOR. R�RyEy�EW W � 5.ALL EXTERIOR FRENCH DOORS TO EE 50LID OGRE 1 3/4"THICK "'� plu Z (SEE PLAN FOR SIZE).AT DOUBLE FRENCH DOOR PROVIDE y 4' Ii Q S'-0" 9'-9' DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. H.11 / O 6.BUILDER SHALL VERIFY W/WINDOW MAHUFAOTURER THAT ALL p(C (� �J Q 14'-0' 2'-4' 2'i• II'-6' E5GAPE OR RESCUE WINDOW5 SHALL HAVE A MINIMUM NET CLEAR 0!J11� Y /cn W U N Z OPENAELE HEIGHT DIMMN51ON SHALL BE 24OPERABLE AREA OF 5.1 SQUARE FEET.THE MINA THE CLEAR MINIMUM a`�' y/ V 16'-O' 19'-O• NET CLEAR OPERABLE WIDTH DIMEN51ON SHALL BE 20 INCHES u O ��'� HAVE A 14'-4" .�,-0. AABOVE THE FFILOOR,(PER G,C NISHED SILL 310.4 AS NDIGATIED BY(•).)T MORE THAN 44 ,�n 'ZCx+hyC y1 i 3 Z d• Q 71 WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE ..^'/`1 45-0" BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. F UCC 00 SECOND FLOOR PLAN ,4 p9i G SCALE.VI"-Y-0" 'L vQ 0 3 N xz� � co co y� x o� m U m 0 UTILITY LEGEND I pnep=SURFACE MOUNTED CEILING LIGHT FIXTURE RECESSED LIGHT FIXTURE HAN61N&LIGHT FIXTURE a a a a VP. RECE5SE0 L16HT FIXTURE W/VAPORPROOF LENS COVER. (6FGI AT HYDROMASSA&E BATHTUBS) +� WALL MOUNTED LIGHT FIXTURE WALL MOUNTED SCONCE LIGHT r - - - - - - - - - - / �.\ ._@_, SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINET LIGHT FIXTURE FLUSH MOUNTED STAIR TREAD LIGHT. a a a a a a a a 4 4 a /'I 220V.ri.P.W RECESSED FRACTIONAL HP EXHAd15T FAN, rS / Dill \ SY41TCIH CONTROLLED 6ASINETNa A/6 PAD / F. UGHTI Vem" - RECESSED COMBINATION L16HT/EXHAUST FAN, n VKATION I SWITCH CONTROLLED I ry W.P. I '\ /N NOT B.B.Q. RECESSED COMBINATION EXHAUST FAN/HEATER T'F ,� _ - SWITCH CONTROLLED VISIORKSAVE :- LFOR IGHTS HOLIDAY \ �. � 12L DUPLEX CONVENIENCE RECEPTACLE 1 ►I' -. NOT\.\ \\ I I /V \PLU9R. �' .- 112 EGE 220 2fOV SINGLE GONVENIENG RECEPTACLE a a a a a a a a a a I j '. �T 1/2 120V DUPLEX CONVENIENCE RECEPTACLE, \\ I j 16Hi �� BEDROOM 5 / HOT SWITCH CONTROLLED,1/2 HOT �1 I ' N. // 120V OUADPLEX CONVENIENCE RECEPTACLE, l Ne N \ I NOQ ` j i 1 MICRO. / 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW wu N (INCL.INSIDE CABINET OR ABOVE AT CEILIN&). k' T I FAMILY\ I � �1 - ` � � � ,�' � � PP. IRON,WEATHERPROOF DUPLEX CONVENIENCE _ RECEPTACLE m I I I 4\ z I 12OV,&ROUND FAULT CIRCUIT-INTERRUPTER(&FGU 4 DUPLEX CONVENIENCE RECEPTACLE G =N: PP. 120V,WEATHERPROOF 6.F.G.1.DUPLEX CONVENIENCE d '� �TO-1^1 \ L- \. I 16NIT012I f j. L G NT I I 3 RECEPTACLE ' y�3��J/-/I�� A�l / 93 / I �, /// T \ �':AD .� �-"� H5. DEDICATED H16H SPEED PHONE OUTLET C \. 3]OV.• LIEN I I I i y 1 3 \OPT L • O I�• B �1' IRON FLOOR TYPE DUPLEX REC CLE EPTA ,/WCOVER " •7 A SINGLE POLE LIGHT SWITCH I .a / I z THREE-WAY L16HT SWITCH I I I •40 \ -kp14 FOUR-WAY LIGHT SWITCH _ + I I \ 1 SINGLE POLE LI6Hi SWITCH PV DIMMER CONTROL DINING 30 Q PH, TELEPHONE JACK ___ _,I u I I ��r �--'Q TV. TELEVISION ANTENNA/CABLE JACK Z / (TV. I \ � PUSH BUTTON FOR DOOR CHIMES OR GARAGE Q DOOR OPENER J a \� / _.-.-.- •�• DOOR CHIMES I I '\ I \, aqg METgtP� T THERMOSTAT,VERIFY LOCATION WITH HEATING/ J O FLEX OPT. \. AG LAYOUT F O g FLEX GARAGE SPACE '" I„ ---��\ I �'SPACE /� .. \\ JUNCTION BOX,WITH COVER OR ADAPTOR AS HOT I AT OS SMOKE ALARM,IGBO APPROVED,CEILING Zo W a -----j LIVING \\ EMTRY /// �ATI 5BO �I� MOUNTED,HARD WIRED AND W/BATTERY BACKUP <ILLL [[��� � BAY FOR T.V.AND ai :C G CAD Z I6'W X 3O'H I O CEILING FAN JUNCTION BOX,WITH COVER OR u) O p v ��^� ///��� i 111 ADAPTOR AS REQUIRED � 0. M 1 /'� �"EL.ECTRICAL / 2 ® LIGHTS ADDRESS 516N(VISIBLE FROM STREET) �� PH. I / �Vi P� (LOW VOLTAGE)TIED TO PHOTOCELL. POR 1-1-ATION N.D / TIMER .� / _ VACUUM LOCATION. sp'V' ________ ___________ _ VG20 AMP MIN. CIRCUIT FOR VACUUM SYSTEM _-_ -__ _________j______ \ SECURITY SYSTEM MASTER UNIT F� W/PHOTOq CELL -LIGHTS -- -- --.-.- OPT.LIGHTS\ N / W/PHOTOCELL W/PHOTO ? FLOO IN(FD)OR AREA DRAIN(AD), K Q Q LI6NT AT.64°LIB, AT• AS 2 �F< O — \` i Q H o -_-_____ __ _ O ROOF DRAIN(RD) m O1 / _____________________ LSEE OCATION T �. l� �N��N Y A LOCATION OF L I HE NOSE BIBS(HB) O .., _J iII ADDRESS SI&N. `• ^^,, I/ EXTERIOR AND TING HB W/ H05E BIBB WITH SHUT OFF VALVE(HB/SOV) �~�� WN MAY VARY SEE I sly � � Z FLOOR ADDENDA. FUEL&A5 OUTLET(F6) }H m Q AT C5ARAOEPTION�4L FLEX SP�4CESCALE .F _ -------------- -- _ � v o 00 0 LOOSE KEY VALVE(KEY) / ) w U N Q WATER STUB OUT FOR FOR ICE MAKER pLLppy�� cn W =W M U SURFACE MOUNTED FLUORESCENT --.-.� I i•• I LIGHT FIXTURE C�IU Ip 3 Z a Q > CCOar j GENERAL PLAN NOTES: U oo� a I. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND- BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR < 0 CHANOE5 PER HOUR. L.7 G. 2c3 3 2 FLOYI PREVENTION DEVI E ATT MALLVHOSE BIBBS.GABLE TYPE GPG 60347. ''sy 3. SHOWERS AND TUB-SHOPS COMBINATIONS SHALL BE PROVIDED W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. L.P.G.42 .. FIRST FLOOR UTILITY PLAN 4. ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT,SINGLE PHASE, LeIS AND SHALL OUTLETS INSTALLED IN DWELLING UNIT 6. 1'>GYI FLUORESCENT CANS BY LITHONIA LIGHTING(GKP$2)WITH tv SMOOTH WHITE TRIM KIT AND 3000KELVIN 6E BULD&.AT BEDROOMSMS SH SHALL BE OPROTEC-TEVOYPROVIDE R TE TION FAULT CIRCUIT X SCALE:1iH°•I'-O" KITCHEN AND BATH. INTERRUPTER LISTED r PROVIDE PROTECTION OF THE ENTIRE w BRANGN CIRCUIT \.�.0 210.12 Iy O �zr, N ■ I VIM GAT.5 PHONE WIRING AND R&6 COAX.GABLE POR 5. PROVIDE 25'-0'LONG IM RESAR FOR CABLE/PHONE AND 20'-0' i o 'w T.V. LONG COPPER FOR ELECTRICAL GROUND PER GE.G.SEC.250.51 cod. v mo UTILITY LEGEND ­2OURPACE MOUNTED GEILINO LIGHT FIXTURE I �� RECESSED LIGHT FIXNRE HANSINO LIGHT FIXTURE a a a a VP. RECESSED LIGHT FIXTURE W/VAPORPROOF LENS "''111111 COVER. ((SPGI AT NYDROMASSASE BATHTUBS) 1-E�t WALL MOUNTED LIGHT FIXTURE AALL MOUNTED SCONCE LIGHT SURFACE MOUNTED FLUORESCENT FIXTURE/UNDER CABINET LI&W FIXTURE PLUSH MOUNTED ST RAI TREAD LIGHT. a a a a a a OPT. DECK RECESSED FRACTIONAL HP EXHAUST FAN, SWITCH SWITCH CONTROLLED RECESSED COMBINATION LI&HT/EXHAU5T FAN, n SWITCH CONTROLLED n AT SPA RECESSED COMBINATION EXHAUST RAN/HEATER SWITCH CONTROLLED umo 120V DUPLEX CONVENIENCE RECEPTACLE 4 L16+n*SOLIDAY Q a a a a a a a a a a i � � � 220 240V SINGLE(.ONVENIENGE RECEPTACLE - 1/2 I20V DUPLEX GONVENIENGE RECEPTACLE, AA SWITCH CONTROLLED,1/2 HOT -_-- BCOROOM N / M BATH \1 + 120V GUADPLEX CONVENIENCE RECEPTACLE, / =?# 120V,DUPLEX CONVENIENCE RECEPTACLE BELOW N 2 - i./ (INGL.INSIDE CABINET OR ABOVE AT CEILING). J l WP. 120V,mATHERPRoor DUPLEX CONVENIENCE _ I tt g 120V,GROUND FAULT GI RGUITN7ERLPTER(bPGU EX CONVENIENCE RECEPTACLE a ` D q _______ � � Y`E WP. 120V, AT1•/ERPROOF 6.F.G.1.DUPLEX GONVENIENGE I �NG_AlTlc/n REGEPTAGLE b 3 Y'if L1' � < . HI CLOSET IN '� - ----- " HJ DEDICATED HIGH SPEED PHONE OUTLET 120V PLooR TYPE DUPLEX RECEPTACLE,w/GoveR LOFT / OPT. ,2 A SINOL£POLE LIGHT SWITCH BEDROOM 4 — — —— BEDR001'1 4 — �� -�,.,•. / THREE-WAY LIGHT sW1rGH r ^ DN. V J FOUR-WAY LIGHT SWITCH 51N6LE POLE LIGHT SWITCH YV DIMMER C.ON7ROL Ph. . -. P PH. TELEPHONE JACK .....- 2OV , - TV. TELEVISION ANTENNA/GABLE JACK Q PUSH BUTTON FOR OR DO CHIMES OR 6ARA6E DOOR OPENER t LAU----- � \ A. 2 � �1 J II � DOOR GN MES F g OPT. MAN D 4 �o THERMOSTAT,VERIFY ROGATION WITH HEAT N6 t Ae,LAYOUT SCALE 1/4"•V-O" N / / N. w AT LOST V1 / ®j OJ JUNCTION BOX,WITH COVER OR ADAPTOR AS O C m HOT i O �\ _ REQUIRED d q o SMOKE ALARM,IGBO APPROVED,GEILINO Z m a m1 HOT MOUNTED,HARD AIRED AND yV BATTERY BACKUP <Z !Y q PH. F GEILINO FAN JUNCTION BOX,WITH COVER OR -jO BEDROOM 2 ADAPTOR A5 REQUIRED ^ 8 w o y BEDROOM 3 A LIOHTBV ADDRESS SION(VISIBLE FROM STREET) {y z H x E 1 O (LAW VOLTASE)TIED TO PHOTOCELL. +Q VACWM LOCATION. DEDICATED CIRCUIT FOR VACUUM SYSTEM pp E Y t" 20 AMP.MIN. SECURITY SYSTEM MASTER UNIT W QHY N J l FALSO T�IN(FD)OR AREA DRAIN(AD), i FZ Q C IL Qd o 1vN.TO ) gcD swrccH Ar / CL O ROOF DRAIN(RD) `�6ARAGE - r\ HIS HOSE BIBB(HB) � U)Lu J HE yr/ HOSE BIBB WITH SHUT OFF VALVE(FB/SOV) pZ� IU W U?O Z �--* FUEL OA5 OUTLET(PG) UWetIL 1',1.D )-p p o m O LOOSE KEY VALVE(KEY) F9r m U N Z WATER STUB OUT FOR FOR E MAKER IL9 W< y/W IC J M V j SURFACE MOUNTED FL UORESGENT = I LIGHT FIXTURE ��5 � GENERAL PLAN NOTES: `u ��O Y oo a I. MEGHANIGAL VENTILATION FOR TOILET COMPARTMENTS.AI'R» BATHROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR _ < Gm CHANOC9 PER HOUR. :3,:. 203.3. a a� 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW PREVENTION DEVICE AT ALL H05C BIBBS. GP G.603:4-=---- - d 5. 5HOWER5 AND TUB-SHOPER COMBINATIONS SHALL Be - PROVIDED W/INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. :7: >20 . 4. ALL BRANCH GIR4-UIT5 THAT SUPPLY 125-VOLT,SINGLE PHASE, Q o'z 6. NEW FLUORESCENT CANS BY LITHONIA LIGHTING(GKP-62)WITH 15 AND 20-AMPERE OUTLETS INSTALLED IN DNELLINb UNIT ,1+1 H SMOOTH WHITE TRIM KIT AND SOOOKELVIN 6E BULBS.AT II DROIOP115 LISTED LTO PROVIDE PROTECTIONARC FAULT THE ENTIRE T SECOND FLOOR UTILITY PLAN KITCHEN AND BATH BRANCH CIRCUIT. SCALE vr•r-G" :�. PROV GAT.5 PHONE WIRING AND R6 6 COAX,GABLE FOR S. PROVIDE 25'-0'LONG M4 REBAR FOR GABLE/PHONE APED 20b' T.V. LON6 COPPER FOR ELECTRICAL&RONM PER GE.G.SEC.250AI 14,d X o`/� co m m 0 INTERIOR ELEVATION NOTES KITCHEN SINK WITH 6ARBA6E DISPOSAL. 3 2. VEGETABLE SINK. 3. REFRI6ERATOR SPACE. 4. 30"5LIDE-IN RANGE-OVEN COMBINATION W/BUILT-IN HOOD, 5. LIGHT 4 PAN(VENT TO OUTSIDE AIR). 6, 30"MICRO/HOOD COMBO.(VENT TO OUTSIDE AIR). XX"BUILT-IN OVEN. 12" 25" 12" e. I5HWA5HE.SPACE. a a a a 2q 29 29 4. TRASH COMPACTOR SPACE. 1 O. RECYCLE BIN SPACE. I I WARMING DRAWER SPACE. 12" 12" 2. CABINET DOORS WITH GLA55. 1 3. TOP AND SPLASH. 14. TOE SPACE. (SEE ELEV.FOR HEIGHT), Q 15. SOFFIT.(SEE ELEVATION FOR DEPTH) 6. WINDOW. I'7. WINE COOLER SPACE. it T !ti M on n m NO SPLASH 20. TILE WAINSGONSGO T. T. aaaa a a a aaaa R io m _ 21 MEDICINE CABINET. 12 1 12 22. MIRROR(SEE ELEVATION FOR HT) 4 12 12 Q D 12 23. VANITY SPACE. 24. SHATERPROoF ENCLOSURE. 25. CURTAIN ROD. 26. BANJO 70P AND SPLASH. 25 BASE -- Q �� �� Q �� ❑�� T-T 2T. UNDER COUNTER REFRI6ERATIO SPACE. m m a U CABINET.DO 29. U'PE�¢GAB INET((SEC'SEE ELEVATION POR DEPTH) nh 3O. PAGE FRAME GABINeT.(sm ELEVATION POW DBPTw e _ sk 31 . DESK KNEE SPACE aaaa as aaaaa 32. LAUNDRY SINK. Iry 33. VENTILATED SHELF AND POLE. GLR 2'-0 CL.R 2-9 13 e STANDARD 13 PTIONAL 13 28 34, WET-BAR SINK. _ VERIFY 2y 4• VERIFY 4• 24• 4" 24" 4" 24' �� 4" 24" 36. BUILT-IN SHELVES. N. ISLAND 3b. OPf ONALA&LASS BLOCK. KITCHEN 5GALE:3/6"• I'-0" NOTES: o O0 C ABINET DRAWINGS ARE FOR SGEHMATIG USE ONLY ROPER TO w! BUILDER SPECIFICATIONS AND SHOP DRAWINGS BY CABINET . 0 MANUFACTURER FOR FURTHER INFORMATION. a VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE MATERIALS WITH THE FIREPLACE CHOSEN BY THE BUILDER AT THE TIME CONSTRUCTION/INSTALLATION. q m tD. OPT. OPT. .D+ Z II II 1 II II I 'DELI PAINT GRADE WOOS"MANTEL -O 16 I� 21 12 36' 1 21 • Ii O 21 • n ___�I____II___ __-�I ___II___ 1 ry N CERAMIC TILP I'-6'Q I 2 24 � - - I•I m I = OPT. 4 4 z I E•' le € m 25 I.-W.I- 12 IN Q -24" 12 'ry r_____,r_____, �if�--- j toI Ix v F g r� H j}1AQ I � I 1�1� m � 1--J-� ._�( UJI I i �I I I 1 r 19 2 13 2 6 I3 2-0• ID 28 8 13 19 �O q MIN. 3,,•0. ,-0" 4" 21" 21• 21' 4" 4.. Z1" Q- 24" 4" 24° 4' O MASTER BATH BATH 2 BATH 3 LAUNDRY Z N F F W FIREPLACE ELEVATION NOTE: SCALE 3/e•= v-O" MOUNT ALL SHOWER HEADS AT 18" HT. � ABOVE TU5/5HOWER PAN. (DRAIN INLET) a Q N w`� Q WALK IN L ALK IN --T --- L o rn Cn CLOSET I I G WLO5ET / I m I W t / � _ � � e �I F �o z PANTRY . — K yo >rn O I � � O i Ill�i �ti > g��F� A. U� M r� RISE : 7 3/16" _ 41 OPT. 8 �µld O Q� �w n -� RUN : 10" /'^ UP ^^ 4 40 ffi 3 z a Q Z 11R !c I6 Z � Vcc cco o n� Y V ff SIM. ------ - -- 31 STV. < D.4 GA f � 20 ID IOW Ia .< H— ------ ----� ----I 2 - I 7 D.4 I LAU I 1 I a ead o O $x I i o 0 I - V STAIR SECTION 11B11 STAIR SECTION "All FIRST FLOOR PLAN SECOND FLOOR PLAN � m M a SECTION NOTES I FASCIA BOARD,SEE ELEVATION. .2. BARGE BOARD.SEE ELEVATION. 3. EXPOSED RAFTER TAILS. 4.ROOPING MATERIAL,REFER TO ROOF PLAN NOTES. S..ROOF SHEATHIN6. 6.DESIGNED WOOD ROOF TRUSSES. T.HEEL STAND TRUSSES. a a a a b.61RDER TRUSS. 9.2X ROOF RAFTERS, O.2X ROOF JOISTS. 11 .2X CEILING J015T5. 12. RIDGE BOARD/BEAM. I S.FLUSH BEAM. 14.DROPPED BEAM. S.HEADER 12 16. IX OVER 2X TOP PLATE AT NON-BEARING WALL. 1 11.DOUBLE 2X TOP PLATE AT EXTERIOR!BEARIN6 WALLS. 4 b.2X FLOOR JOISTS. .-. 4. DESIGNED FLOOR TRUSSES. aaaa a a a a a a a 4 20.FLOOR SHEATHING. FLASHIN6.(ROOF TO P(ALL) 5 2 2.G.I.FLASHING AND SADDLE/CRICKET. 29.EXPOSED BEAM. 6 24.2X SOLE PLATE. n 25.2X P.TD.P.SILL PLATE, rr i ..-,..< TOP PLT. 26.2X4 5TUD5. - OF PLT. I - .-... 27.2X4 CRIPPLES. 1 42 47 6 f2 --12 y 29.2X BLOCKING R.RINs. TYP. _ 90.2x6 STUDS. LOFT/ OPT. � 4r- I4 A T. 49 M BATH BEDROOM BA, 2 BEDROOM 3 _ ®a a s a a 4 a a a a 91 .PONY WALL.SEE PLAN FOR HEIGHT. A " 92•STRUCTURAL CALCULATIONS AND ERAL NOTES MIN6 PLANS, TYP. 42 SS. '(9C 16"O.G. AND ' •_ � S. RIP 2 K JOISTS FOR II PER FOOT SLOPE. ! 2 20 19 ��H9 O TD.T.G. 7---1 95.WINDER STAIIRRFRFRAMIN6 YV PLYWOOD TREAD5. TOP PLT. 91.ELASTOMERIC DEGKIN6 OVER PLYWOOD SUBPLOOR. ! FIN.FLR. FIN.FILM. TOP PLT. - .... INSTALLED TO MANUPACTURER'S SPECIFICATIONS. ' TOP PLT. TOP PLT. Z 96.2X "NAIL SPACED"DECKING. N 99.GONGRETE FLOOR SLAB. 40.96'HIdW OVARORAIL PER C.B.C.509. _ b 43 41.34"-96'HIGH HANDRAIL ABOVE NOSING PER GB.G.10033.3.6. 'C -? GARAGE42 s 44 42.MBERBATT INSULATION-SEE ENERGY COMPLIANGE SHEET. WO\ 3 C� 1 15 _ I 43.EXTERIOR FINISH,REFER TO ELEVATIONS. 25 BEDROOM 5 PROVIDE A I-HOAR FIRE RATED OGO/PANCY -� d SEPARATION BETWffNI DWELLING AND GARAGE - 4 4 44.EXTERIOR SOFFIT(SEE ELEVATIONI. ,b C 49 AS REQUIRED PER SECTION 902.4(EXCEPTION 9) FAMILYj i C ENTRY POR W 45.SHELF,I/2"GYP.BOARD OVER 3/6'PLYYIooD. AND TABLE 3-5 OF THE ISION 3RN A BUILDING CODE FOR GROUP R DIVISION 3 AND 6ROLP U 26 DIVISION I OCCUPANCIES. 46.PROVIDE FIRE RESISTIVE GONSTRUGTION UNDER STAIRS AT ENCLOSED USABLE SPACE PER GBC.100333.9 C 5TRUCTILRAL MEM5AQ9 SUPPORTNG HORIZONTAL 1 5/0"TYPE'X'GYPSUM BOARD WITH 6D COOLER NAILS AT ! 4T.5/b'GYPSUM WALL BOARD r' 99 OC4UFAN30]SEOF PARATION SHALL H CALIFORNIA COMPLY OM L WG�. 46.1/2"G1T9UM WALL BOARD FIN.FLR. TOP OP cow'; FIN.FLR. FIN.FLIC 4-1. SEPARATIONFIRE B O BE 5/6" I2 X"6YP.B .K/GQ COOLER NAILS AT O AT O.G. D Y SO.FIRE SEPARATION BETWEEN 2ND.PLR.4 GAR. -X.. AND �;, WALLS r+A1PPORTIN6 2ND PLR.TO BE 5/b" 'X"TYPE GYP.BD. r^ SECTION D SECTION ATTIC: F.A.W. NOTES -1- SCALE V4°=Y-O• SCALE I/i"-1-- 1. FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN A FUiRED SPACE. 2. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORING. 3. ATTIC OPENIN6 AND PA55A&EHAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE. 4. PROVIDE MINIMUM 24"WIDE 50LID CONTINUOUS FLOOR FOR PASSAGEWAY, 5. PURNAGB SHALL BE NOT MORE THAN 20 FT.FROM ATTIC p OPENING. o_ 6 PROVIDE UN0667RUGTED LEVEL WORK SPACE OF 30"x 30'MIN. 12 IN FRONT OF EGUIPI-SW. y I 4 4 T VENT THROWN ROOF A MIN.OF 5 FT.ABOVE THE HIGHEST VENT U U 'I i I,, COLLAR WHICH 17 SERVES. 7 6 FIJRNAGE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. Z Z m Q i' 9. RAISE PLATFORM AND LL NOT EWAY FLOOR SUFFICIENTLY 90 F a INSULATION BENEATH WILL NOT BE COMPRESSED. W I� TOP PLT. TOP PLT. TOP PLT. GENERAL SECTION NOTES z i H I. REFER TO STRUCTURAL ENGINEERS DRAWINGS,DETAILS AND I SR-I9 NOTES FOR INFORMATION NOT 5HOrN HERE. yy RISE• T 3/10"s I `-' o r .R MASTER WALK IN WN 10 = "i 1 i LOFT / OPT. 2. TO TRUSS vRArrIN69 FOR INFORMATION NOT SHOWN �µµi�li o BEDROOM CLOSET BEDROOM 2 BEDROOM 4f 3. SECTIONS REFLECT THE"A"ELEVATION U.N.O. I III RISE• T I/2's I I F}- CV 1 I 4. ROOF SLOPES)AND OVERHAN6(S)MAY VARY PER ELEVATION. W2� RlUN . 10• 1 REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH K a Y Q FIN.PLR _ PIN.FLR. TOP PLT. ELEVATION FOR MORE INFORMATION. d� Y - QQ O LL O FIN.F 11 T LR } OP PLT. 0 � CI) 5. TYPICAL M TOP 10N FOR HEEL TRU55. Bm TOP PLT. op I - TOP J I PLT. (DIM. LL(b FROM TOP ATE T PLATE O THE TOP OF TOP CHORD). IIyy R- W J_ j �o C/) O H r A _ 43 ! 43 r ? �rJlfJ a) D LLJ I5 4 4 GARAGE T. .T. � a O � Z KITCHEN GARAGE DINING T _ aFFp ma O f•`- PROVIDE A I-HOUR FIRE RATED OCCUPANCY f 2 = Z C r 5EPARATION BETY✓EEN DWELLING AND GARAGE 1AS 33 AND TABLE 3 CP TETIGALIFORNIA DU LVIN6 ION 3) P L � ///�� (D =W M a CODE FOR ORCUP R DIVISION 3 AND GROUP U 8 zz Q V) (� WU V)� I DIVISION I OGGUPANGIES. I�U1 y =� 4 5TRUGT,RAL MEMBERS SUPPORTING HORIZONTAL m fll O 3 U �. OCCUPANCY SEPARATION SHALL COMPLY WITH K0.0. 11UU rI Z 7 Q FIN.FLR TOP OF GUIiD FIN.FLR �. SECTIONF ON 9022 O GALIFORNIA BUILDING CODE. ?y711��QQ7 O� TOP OP CURD W ^-Y V U ID Q ZQ3 SECTION � -C N C SECTION A LL�1�JJII 411 SCALE/� " �1 SCALE.I/1"•1'-0" ZjZjpp m� n Q O oZ M L�q ��\FUuF�+ tEi] E W x0 M QJ V m O ELEVATION/ROOF NOTES I. 216 tFi00BGINA," ID�G9M JIL. 2. 2x6®Baum,S)m 1�ANIL. 3. x EXPOSED RAFTER TAILS N/5HAPED ENDS,SEE DETAIL. TYP TYP NOTE•ALL RAFTER TAILS TO BE EQIIALY SPACED.FRAMER TO COORDINATE WITH TRUSS ENGINEER. 4 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. �______________ I I 6. (I)GOAT STUCCO SYSTEM I.GBA.>•®[lA0(?'dK a a a a --- ROOF LINE "1. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. T\\ I //r______ -BUILDIN& 9. TONGUE-AND-GROOVE SOFFI SOFFIT. T LINEAOOV LOTS 10. SPACED x VERTICAL 40001 TRIM .O XX OL.OVER OF RID6L TTP EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. 1 \I/ ONLY I I 1. EXPOSED WOOD CORNER TRIM,SEE EXT.FINISH NOTES. OPT. �� �" 2 G 3 12. EXTERIOR GRADE PLYWOOD OR MD.O.BOARD. FIREPLACE1 13. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. 14, FOAM TRIM,SEE ELEVATION FOR SQ=AL"SIZE. ' - q I5 EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. TYP. 1 i Tyr. D. ® _ _ _ _ _ TOP PLT. 6, BUILT-UP"CURVED'PLYWOOD TRIM OR MD.O.BOARD. 8 - - - - - - - - - _ _ _ __ - - - - - - - - Il. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. a a a a a a a a a a a a.1 AREA-2 AREA-I 24•X54• :5- POI PROVIDe IS IIIFFLASHING,AT ALL EXPOSED WOOD TRIM. RIDGE RIDGE QF OP RIDGE . IT 21 2 14 I�� . D. D "RR 20. GONTIWJOUr 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL. TYP16 _ 2 1. 6.1.FLASHING ROOF TO WALL. ® 22. &.1.FLASHING AND SADDLE/CRICKET. 4 29. APPROVED TERMINATION GAP AI SPARK ARRESTER FROM _ 9 I I I Q r FIREPLACE MAN/PAG7IJHRER. � I I I �• 3 24. MA50NMY VENEER. T 1 21 25. THIN-SET MASONRY VENEER. I 3 b 1 I II ``• ,. TOP PLT. � ; ®I® `` •I 26. SYNTHETIC STONE�.I.G$.O.• OCiGB60 � I 22 D.5 R' E ` 4 ��• - - - - D - _ .- - - - _ _ - - - - - - -`�,�.� __ - - - - - - - - 20. SHAPED WOOD CORBEL,SEE DETAIL. PIN.FI 2T. SHAPED FOAM CORBEL,SEE DETAIL. 29 1 TYP. _ - -- aaaa aaa aaaa 1qU1 .. .._ ._.. - _y- 8 IT OP PLT. - - - - - - - Db D.T - - - - - - - - - - - - - - - - - - 30. EXPOSED MOOD BEAM WITH SHAPED ENDS. 91• MANUFACTURED COLUMN. I I R I / � 4q i - ,%, ,/ _-.%/ - K•8 2 32. PRECAST COMPONENT/TRIM,.SEE DETAIL. I ��._ _R I � I�� ,I L 1 ___ _ ____ I F 1 93. DECORATIVE FALSE TILE VENTS SEE ELEV.POR LOCATION. t -y /I \ I_ ________❑ I F •3 �� '� 34. METAL RAILING,BEE DETAIL. 1 I I L I I YI D 35. WOOD RAILING,SEE DETAIL. IS � t- ' 8I6 11 v 36. DECORATIVE METAL,SEE DETAIL. wr y ..� p, I 4 3 T. EXTERIOR PLASTER RECESS SEE ELEVATION FOR o2_____ ___ I vii ^ !. ..._ ;_T,. _ - _-'_ LOCATION,DEPTH AND SIZE OF FINISHED OPENING. =9 VV p i 4 M. 30. SEE ELr;VAT'IONMNW,FOOVM47 51 AALE END ND LOGA ONE(SEE REOD. w� AT ' A7 ' 13 3 14 ATTIC VENTILATION CHART FOR MORE INFORMATION). 0 5 H16H ROOF LOW ROOF _. .T TOP OF CURB 34. VENTILATION "ROOF OR MORE INFORMATION). AIR VENT.(WE ED ATTIC a D.I 40. DECORATIVE(FALSE)VENT/LOUVERED BOARD,SEE ELEVATION FOR SIZE AND LOCATION. 4 1. 0.1.GUTTER AND DONN5POUT5,LAYOUT TO BE FIELD -a 12 VERIFIED. d /,�(�. D, ZD 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. rd ROOF P L N - TMP' 49. LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.S. F Ir SLAB INTERFACE PLAN FOR TOE FT6.ELEVATION RETURN R HENSIBNS. a 44. LINE O' .2"WAINSCOT.SEE ELEVATION FOR HEIGHT. OR r SCALE va"•I•-o^ R•6, 45. LINE OF WAINSCOT FURR'6.SEE ELEVATION FOR FESI SEE ,�.. SLAIB INTERFACE PLAN r MORE INFORMA ION. 4 7 6 R•T• 46. G.I.REGLET FOR COLOR GOAT CMANI D OPT. FLEX SPACE 3-A FRONT ELEVATION �/-/ ♦ 4-7. 6E=IGAL TUB ACCESS PANEL,CORROSION RESISTANT, f n ah A xxe V4^•I•o• P? ECALE/1'•I'-o• VERIFY LOCATION. BN V J AT ROOF PETRATIDH6 SP?.N I SH S .N I eH 411. LINE OP INTERIOR CEILING OR INTERIOR WALL. WHERE APMIGASLG i____j l0• 4• 49. LIGHTED ADDRESS SIGN. 22„X30"ACCESS I AT ROOF FILL,PRAME AREAS �,!,ACCESS a ATP EXTERIOR FINISHESoleo= ------ (VERIFY""tL-nwAu DETAIL "Ttl" ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. FOAM TRIM ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS POSTS AND N /2"=1'-O" CORBELS TO BE RESAWN PRIMED PRIOR U.N.O.AND PR PRIOR TO INSTALLATION/ASSEMBLY. z TYPICAL 51DIN&TO BE,O"BEVEL,SIDING 21 22 29 SEE DETAILS HARDIP KV/1 N01I Q- INDICATES SMOOTH STUCCO FINISH D.3 D.3 .3 IZ Q ROOF PLAN NOTES ^+� INDICATES 4.12 SLOPE UNLESS NOTED OTNBRAISB O Z 8 ON PLAN. J w TYPICAL ROOFING TO BE CONC.'S'TILE •EAGLE ROOF TILE"IL.B.O.aER-4660 OR APPROVED EQUAL. W iL '4 la c TYPICAL ROOF OVERMAN&AT RAKE CONDITION TO BE 12" UNLESS NOTED OTHERWISEG ON ROOF EAVE PLAN. Z WOO m TYPICAL ROOF OVERHAN AT CONDITION TO BE 12" QN-w E•' Nj UNLESS NOTED OTHERWISE ON ROOF PLAN. 1 O Q p o y{OF''Y REQUIRED ATTIC VENTILATION {nLU-Q O Z F THE ATTIC VENTILATION CALCULATIONS PER C.B.C.SECTION 1505Z CV AS FOLLOWS. W ATTIC AREA(SQUARE FEET). (5)DIVIDE(A)BY SCO AND MULTIPLY BY 144 TO CALCULATE THE TOTAL } REFER TO BAS I G PLAN FOR MY 22)'TTO&E THE ET FIED NET FR= RM VIEWrNS`�N6'RPSQUARE IPI BOTH HIGH+A DIVIDE! LLOOK F NOTES, DIMENSIONS, AND CIE•AREA DIVIDED BY 150(HI&HH AND LOW VENTING,NOT USED) }yj INFORMATION NOT SHOWN G)oy&AABLE SQUAREAL IArr��(��OFHi"so'PROVIDED IF� !- FREE AREA FOR EACH VENT) ® .&ABLE END VENT Q W Q `V HERE (0)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED <y Q BY ROOF AIR VENT5.(q5 50.IN.OF FREE AREA MIN.EACH VENT) 1a1LL IppQL Q( O O.OYVa51N O=O'HA&IN AREAS Op Wm U7 HIGH LOW �,I I (W TOTAL SQUARE INCE OF NET FREE VENTILATING AREA PROVIDED 'S'O�u-p � w -, BY UNDER EAVE VENT BLOCKS.(12 90.IN.OP FREE AREA MIN.EACH) S _ (P)TOTAL SQUARE INGE9 OF HET FREE VENrILATTNS,AREA PROVIDED W U)N PLAN A B G D E P �a��U Z REQD bABLE ENO O'NA61N HAVE TOTAL y1�I }� > O "3A" AA.leca. vENnNs vENrs vonNEle veNrs VEx� r o INb C Y!( O (�.►TJ(E@.1w I(w.K) Gm.NiJ rom-IN) dw.INJ C �,n Z �e~ bN _ U) M a AREA.-I 1203 _ Low rv+u•lao Low Im elo Law S'S' /A =vi U ry„e.�� NISN -- III a. 0 3 I AREA-2 T2a C co �No Y o. ooM a - I.NET FREE VENTING AREA PROVIDED BY EACH VENT 15 BASED.ONH-}}}}� -� ASSUMED VENT 512E AND FREE AREAS.FIELD VERIFY THAT THE MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 19 PROVIDED AMEN FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN ABOVE. - - ---- -. 2.ALL VENT OPENINGS SHALL BE COVERED M 1/4'CORROSION !}! RESISTANT METAL MESH.(IF MESH 15 LESS THAN 1/4"THEN THE "{ U NET PREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW2m_ City Of Lake Elsinom FOR REDUCED AIR FLOW J Planning Division Approval 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS 1-7 TO ACCOMMODATE ALL ATTIC VENTS 4.ALL To SHALL BE INSTALLED 50 AS TO MAKE THEM Approved BY,71 y.. AND FLASHED WITH•MOISTOP"IN THE SAME MANNER PRESCRIBED O o G ` FOR WINDOW INSTALLATIONS. cv O 5.PROVIDE APPROVED INSULATION DAMS(15AFPLE9)W49RE VENT BLOC11.5 '�-a 3 E. cz ARE USED BETY@N ROOF FRAMING MEMBERS TO PREVENT VENT HOLES In z = ■ FROM BEING BLOCKED BY INSULATION. O VT 6.LOCATE HIGH VENTING MINIMIM 5'-0•VERTICAL DISTANCE N ABOVE LEAVE VENTS. Z co T.PROVIDE ACGES5 AND VENTILATION FROM CALIFORNIA FRAM®AREAS m m TO ADJACENT ATTIC SPACES.REFER TO STRUGTUAL DRAWINSS FOR Q FOR SH£ATHIN6 PENETRATIONS. REFER TO FREVIOUS SHEET FOR NOTES, DIMENSIONS, AND �FRID.E INFORMATION NOT SHOWN 4• I Q Q 4 4 AT OPT. 30 (Z 14"xi0' HERE. FIREPLACE D.T 29: 00 / a a i sl-i-____ HEEL // a a I TOP PLT. 1 I I OPT.&LAte DLOOK I 1 I I _,_ ]1 lr 90 (.'7J 14"XID' AT ENNANGC7 I J 14 I'XB' Lots ONLY D 14 I"%0" I i i I 1"XB" w OF RIDGE TOP PLT. PLT. FIN.FLR. - — — — — — — — — — — — — - 2 -1 — — — — I AT FAMILY FIN.PLR. - - - -- --1- - a- - - -D Mh-- - - -- - - - - - - - - AT PORGN a a a a a a a a a a a TOP PLT. - - - D.T D TeX _ --1. — - -- - - - - -- - - — — — — -- -' --- - _ i 5 T � 1 5 I ID i __1____ __1__ _ -- ________ _ T / 7'YF i ___ ____ __-_ I I _ LILY OF FENCE VGlI I Dd ryp. 1 O 4 ' I a I 0 U i i O 3 o0 YYY = w w� FIN.FLR. I IN.FLR. FIN.FLR. I— FIN.PLR. 6 b AT 14 1'XB' OPTIONAL NAL AfRIIIOM D. FIREPLACE/ DOOR CHIMNEY 14 D.4 ¢> I"XB" TYR U 6J REAR 3—A LEFT 3-A � 9G/12 I/4'•I'-0' I •-O C� z Q I rn a �I w OF RIDGE Ckf .+ 90 (y 14'XIB' q� 1W' Zx d , oe Z w 00 a �, q a 14 I'XB' /J W L� 2pO, 'Q T*D -i Ls7 aPi m X cQt X F TOP PLT. 2F OFT.a,.*$ TOP PLT p 7 rt a ��Y r o - r o 14 I•XB" �I�.LL�QQ FIN.PLR. - - - -- - - __. _ - -. - - ._. - - - - - - - - FIN.FLR. 00 ill® `' �_ CIS TOP PLT. - - - - - - - TOP PLTi�RLLO S� (^n` w J LLJ W Up1� D ''' N ago /�� 0 o i LINE OF vERIFYLOCATION ____ 4______________ _____________________ ~ 1 EF U Q mQ }_______ Cl)IELE6.ITY.1 II H as , +--14--1 IIw111 O W Jw1n t ' 16Ae1 II Y!!��µl> Lei wL� pQ� TOP OF CURB FIN.FLR. 0 g a =V `v 0 Y Q �_ v f City Of Lake Elsinore IL_0 F (Planning Division Approval SCOTT;Tz '/ E.S.EP!C i U Approved By: .- BY n _. RIGHT OGN-0..1,4•.1 _ 4 z o� F zz R o� M m U m 0 ELEVATION/ROOF NOTES ianea� I. 2xb IFAIBpKII,S1)$ID®WNIL. 3. x EXPOSED RAFTER TAILS YV SHAPED ENDS,SEE DETAIL. TO COORDINATE WITH TRUSS ENGINEER. TYP.TYP. NOTE,ALL RAFTER TAILS TO BE EGUALY SPACED.FRAMER IL AT p ��� 4 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. OPT. 41 D.I D.5 a a a a 6. (1)COAT STUCCO SYSTEM I.CB.O.0 WKYAOfMA OPLY 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH.-------------- I ROOF LINE ,. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. ❑ T♦ \ / /�--'--------t 8. EXTERIOR 6RADE PLYWOOD SOFFIT. L 1 \ T / q. TONGUE-AND-GROOVE SOFFIT. I I \ I / LINE INS 10. SPACED VERTICAL WOOD TRIM AT XW O.G.OVER AT 1 ONLY I E WXTERIOR bRADE PLYWOOD OR MD .BOAR . \I/ TMP' I I. E A D XPOSED OOD CORNER TRIM,SEE EXT.FINISH NOTES. OPT. .I. 10 D. D I ]X4 12. E ENHANCED LOTS 2'X4' TXTERIOR GRADE PLYWOOD OR MDA.BOARD. II 15. WOOD LATTICE O/EXPOSED PLYWOOD OR M.D.O.BOARD. FM•EPLACEr�1 j 1 ` 1 _- ^-- D.7 F_ 14. FOAM TRIM,SEE ELEVATION FOR 5Na1UAL"SIZE. 1-y 5• EXP05ED WOOD TRIM,SEE ELEVATION FOR SIZE. M. I _ TOP PLT. 16. BUILT-UP"CURVED"PLYWOOD TRIM OR MD.O.BOARD. :i 13 1 TYP. - -_ aaaa aagaaaa IT. PIXED SHUTTERS,SEE ELEVATION FOR SIZE. D.I AREA-2 I AREA-I I2 1 _ I 2+� - 18• POT3FELF,SEE DETAIL. 2'X4' 14 2'X4" I D.I I M 1 14 1 q•PROVIDE 6.1.PLASHING AT ALL W EXPOSED OOD TRIM. 2 20.CONTINUOUS 6.1.EXTERIOR PLASTER SCREED,SEE DETAIL - RID&E RIDGE D 14 I'X4' 21.6.1.FLASHING ROOF TO WALL. X I m 22.0.1.FLASHING AND SADDLE/CRICKET. x 1 I I I 21 4 23. APPROVED TERMINATION GAP At SPARK ARRESTER FROM X 1 FIREPLACE MANUFACTURER. I I I I 14 I t 24. MASONRY VENEER. I I 2 XD• D.1 k 25. THIN-SET MASONRY VENEER. Gt 1 I I 1 J _ u • TOP PI-T. I ___ _______ __ li _________ PIN.PLR. 2 T. SHAPED(FOAM CORBEL,SEE DETAIL. Ac;'�68 O d 9 --- - - - - - - - - - -- - - -- - - - - --- 28. SHAPED WOOD CORBEL,5�DETAIL. aaaa a a a a a a a i RI TOP PLT. 2q. VAOOV4RWlftblM PLAN FOR SIZE. I 1 D• I - - - - - - - - - - -- - - - - - ___ _ - - - - - - - - - - -- - - - - - - - - - 50. EXPOSED WOOD BEAM WITH SHAPED ENDS. L 1 31. MAWPAGTCOM COLUMN. 53 05COW T COMPONENT/TRIM, S DETAIL. , 4 I I :p 34. METAL RAILING,SEE DETAIL. \ _ I TILEVENTS SEE ELEV.FOR LOCATION 1"X4" 12 2 ____ 14 2'x5" i 35. WOOD RAILING,SEE DETAIL. k! I /`�a I• I a�Q ___9XA ___________7 I 14 v N T�'P. D AT 36. DECORATIVE METAL,SEE DETAIL. L e / 1 t- -• t 4 iV ry 3,. EXTERIOR PLA9TLR REGE%5�ELEVATION FOR ,tF 1-- ♦ I D 14 DOOI! 4e1 14 2•X!. ID 5 17 �' L I 1.1 T. LOCATION,DEPTH AND SIZE OF FINISHED OPENING. _ a9y i TIT. 36. &.1.SCREENED 4 LOUVERED'&ABLE END VENT', � tl 1 I i 1 SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE REO'D. w AA - ------- --�- q , T La"i Z" ATTIC VENTILATION CHART FOR MORE INFORMATION). •I ,I ROOF 19 - i M Sq. 6.1.SGREEHM"ROOF'AIR VENT.(SEE REQUIRED ATTIC, a VENTILATION CHART FOR MORE INFORMATION). Y�•� 41 I - - - TOP OP CURB 40. D EVATIOVE(FALSE)VENT/LOUVERED BOARD,SEE \ ELEVATION FOR SIZE AND LOCATION. 10 4 1. &.1.&UTTER AND DOWNSPOUTS,LAYOUT TO BE FIELD D.7 14 SURR 12 VERIFIED. tl }�-y AT DOOR DA 42.LINE OF SYNTHETIC STONE VENEER.SEE ELEVATION. W ROOF FLAN 3 1J T� 49.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIbMT.SEE SLAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. 44.LINE OF.2'WAINSCOT.SEE ELEVATION FOR HMOHT. V schLF va^-r o° 45. LINE OF WAINSCOT FURWO.SEE ELEVATION FOR HEIGHT.SEE n SLAB INTERFACE PLAN FOR MORE INFORMATION. 4y 4 ?4 D.4 OPT. I=L E X S P C E 3-B I=R O N T E L E Y T I O N �1-� 46. b.l.RE6LET FOR COLOR GOAT GF/AN6E. f? ���/// 47. ME:GHANIGAL TUB ACCESS PANEL,CORROSION RESISTANT, a VER PIFY LOCATION. pp A r� BCxLLE V4"•I'-0" SCALE I/4'•I'-0' AT ROO PBgTRATIONS I I\/��f�I E P ' �R�� 48. LINE OF INTERIOR CEILING OR INTERIOR WALL. WERE APPLICABLE. 4q. LIGHTED ADDRESS 516N. • 22"X 30'ACCESS --- AT ROOF FILI./FRAME AREAS EXTERIOR FINISHES 1a� I FOR REO.AC 1!55 4 AIRFLOW (VE IP(W�STRUCTIURAL7 ALL EXPOSED PLYYVOOD TO BE EXTERIOR GRADE. ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,P05T5 AND w CORBELS TO BE RESAWN.U.N.O.AND PRIMED PRIOR TO Q INSTALLATION/ASSEMBLY. TYPICAL 51DING TO BE:B"BgEEVVEELL SIDING 21 22 23 Q z SEE DETAIL5 HA UP NEL/NER-405 _-Q 1 INDICATES SMOOTH STUCCO FINISH D3 D3 D.3 m 1 - � 1 �4k AI 1 ROOF PLAN NOTES z< $ ._.,._.. ,•^ I ` INDICATES 4,12 SLOPE UNLESS NOTED OTHERYVISE Q� $ 1 1 I I OPT. FLEX EXPANDED ON PLAN. 17 - 1 LIVING SPACE GARAGE o E 61�E RR IN6ETO BE CONC.GB0!IER 466or TILE oR APPROVED EQUAL. w 6 "a I A I I a d m e a _ TYPICAL ROOF OVERMAN&AT RAKE CONDITION TO BE 12" Z J UNLESS NOTED OTHERWISE ON ROOF PLAN. W W 6 I TYPICAL ROOF OVERMANS AT EAVE CONDITION TO BE 12" QF- 5'-2- / 1 \ UNLESS NOT OTHERWISE ON ROOF PLAN. J00 ED I BEDROOM 21 ` I i / 1 ENTRY REQUIRED ATTIC VENTILATION =aa, � 8 m 1 , 1 \\ II II BEDROOM 3 1 1 / 1 \ z N z H \ / 1 THE ATTIC.'I VENTILATION CALCULATIONS PER GB.G.SECTION 1505.3 (A)ATTG AREA(SQUARE FEET). \ I 6056 5L./ \ \ (B)RBMU aTO�6GTrT FREE VENTINS AREA IN r VedriN6 R iR D I lsii Al ro l AL. {•/ + AREA DIVIDED BY 150(HIGH AND LOW VENTING NOT USED) }�d Q \ _ _ (G)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED K f r PORCH 1 _ DY&ABLE END ATTIC,VENTS.(SEE BELOW FOR MIN.SO. N.OF 4 N 4 / S046 SL.• \ •VON SL• t Y 1 I /10••O•STUCCO CL6. --- --- - - - -- --- FREE AREA POUF EACH VENT) ® .GABLE END VENT UI`� 4 / _ \ -- 6• , 6• 1 1 I/ \ I n D)TOTAL SQUARE INCHES OF NEY FREE VENTILATING AREA PRaJ DED 4 yyp¢� } Q - _ ----_ _ - - - - - BY ROOF AIR VENTS.MS 90.IN.OP rWM AREA MIN.EACH VENT) aILyQ4 O d. a - 46� '� O'HA61N O'HA61N 11LL 0 } (f) 1 ./ - - - - - 1 T 50 �"HIGH a•LOW AREAS O� 810 (cJ TOTAL SQUARE VENT OF NET FREE VENTILATING AREA PROM DAC+) / \ BY UNDER SAVE Y@!T DLAGKS.(12 9Q. N.OF FREE AREA MIN.EACH) QQ O UJI k - ---------- - 10 al. q,1 (F)TOTAL 9WARE INCHES OP NET FREE VENTLATING AREA PROVIDED W N Z >S lXT. PLAN A B G D E F �of 9, o 0 all46�I.V n e Ree+v sneLe t� owsw �.ve rvF }M / Q 0 0 Q 1'-,' S'-6' 1'-,• 4'-b• AweA VENTINs veNr� cola-ra+ve+rs vela ve vina llwa(Fj V m (!O.RJ�.IH) fG9.IW (N.11� PJ2 1xJ fGs.1rV y3 AREA-1 1209 a' u,i1e-+e4 «ISM - «Ic« nv io. qe we« a 0 V J INn Q 6'-10' 40• 2'-4' II'-6• xc Low - Low rvss"IAo Low 1» 510 LOW f A N J M U n• we" rv„e"v� "Ia« -• Ixs" nv e. bs w•s V/ 16'-10' IS'-10' 140• II'-0' I'-10 2'-2' V-2" RA. I'-0" 1612, RO, 2r-2• AREA-2 T29 na Low - Law to Fe.as Low ae In Low O -0 Q 14'-4' !O'-0' 30'-4" cc _ Z K 4"Y-o• NOTES: I.NET FREE VENTING AREA PROVIDEDON A EACH VENT 19 BASED ASSUMED VENT SIZE AND FRS AREAS. FIELD VERIFY THAT THEMINIMUM ED ABOVE 15 PROVIDED VVENnnnn _ cm FREE VENTTIINS FOR INDIVIDUAL VENTWIRED VENTIN&"AS T9 115 DIFFERENT THAN ABOVE. a � SECOND FLOOR ADDENDUM 3-B FIRST FLOOR ADDENDUM 3-B 2ALLVENT OPENINGS SHALL BE COVERED YV I/4"CORROSION CCC1111 KALE:I/4•-r-O" 5CALE.1/♦"-1-0" RESISTANT METAL MESH.(IF MESH IS LESS THAN 1/4"THEN THE !�•1' NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOYS FOR REDUCED AIR FLOW) 3` N REFER TO BA51C PLAN FOR REFER TO BASIC PLAN FOR NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND City Of Lake Elsinore S.FRAMER SHALL BE RESPONSIBLE POR COORDINATIN&W/TRUSS MFR.TO ACCOMMODATE ALL ATTIC VENTS INFORMATION NOT 5HOI N INFORMATION NOT SHOWN Phming Division Approve HIE HERE 4.ALL VENTS SHALL BE INSTALLED 50 AS TO MAKE THEM .! AND FLASHED WITH'MOISTOP"IN THE SAME MANNER PRESCRIBED Appr°v°d9Y. o Z O FOR WINDOW INSTALLATIONS. i PROVIDE APPROVED INEULATION DAMS(BAFFLES)V+WRE VENT BLOCKS Q ARE USED BE1*10EN ROOF PRAMINS MEMBERS TO PREVENT VENT HOLES m x a 1�'�•' ante: 7 PROM BEING BLOCK®BY INSULATION. n LOCATE HIGH VENTING MINIM.M V O'VERTICAL DISTANCE Z m ABOVE EAVE VENTS. O d rn 7.PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA PRA-1M AREAS H m TO ADJACENT ATTIC SPACES.REFER TO 57R=TUAL DRAWINGS FOR O FOR SHFArHIN&Pe1ETRAToN9. REFER TO FREVIOU5 5HEET I FOR NOTES, DIMEN51ON5, AND iOPRID6E INFORMATION NOT 5HOWN HERE. 4 4 4 4 j AT OPT. PIREPLAGE 1d", :p� F@L I r----- `i 8 ----I TOP PLT. — 'I-----r a a a a a a a I I I 1 OPT.&LAOD I I I I 1 BLOCK TYP. 1 I Z ZIE3 9D (7J 14')Q x x LOTS ON�LY� v. i ^-' l i i t. - �f OPMPWTOP PLT.PIN.PLR - -- - - - - - - - - - 71 I AT FAMILY PIN.PLR _ - - - - - -I-- 4-- -TOP PLT. I -- -- - -- - - - -- __ _- -_ -- AT PORON aaaa aaaaaaa = -TOP PLT, 1 1 - - - - - - - - - - - -- - - - - i 6 I I 2 i 8 I_--_ __�_ _ b_ _______ ___ INE or rENcl VC[IPY_ A'(I 4 I ___ ___ ____ _ 1 1 p II 14 O T 1 I TYP. I I •1 iV = TYP. I 1 F - S I J I O I I •>C7• E 114 \ I I PIN.R.R. IR IN,PLR PIN.PLR. - - - - - - - - - N OPTIOAL G FIREPLACE/ GHINIhEY D D4 ]O iZfy Tyr. .7 .2 REAR 3—B LEFT 3—B � SCALE I/a".I'-O' J Li0 Oc G NLLJ Ll� NQ I..L a- a g �I.OP RIDGE �� LLJGO Q' C M eo Z= C o U n o Z02 QQ a m a J>L= o LL. //''''�� J W i q oa I..L_W-i z N x H Gam. TOP PLT. TOP PLT >> BLOCK O z O T I I I p <F� T o 7-rr W N µµ�q<, a — —— — — 99— — — — — — — — — — — —— PIN.PLR. 1SOTa1 r J TOP MT. - — — — — — — — — — — — — — - a1OFQpO TOP ALT D. 14 2-- J H'Il L. , �aYI id N t e of _NG _ -------------------- ITI Illyy W O W > UNN O LNE OP OJ_____________________ Zm ___ < U_EvE -T I T mV UO V/ AA`` LlnMo .T.V. gg cf) ^^ UcnIZa 14 I•X4• �a 11yy Q�jlltl /Yr �'Z a 16� I I �ffi Lf c 1` (u ��p 1qy Zn }L v a- OOv LTOP OP CURB — — — _ _ — 1 I PIN.PLR (2~ 'Jlh - --u - -- - - - - - _ . - -- - - - - - - - - a Ny1 S ZUF g B)• <<* City Of Lake Elsinore L F Planning Division Approvoi r ,pp� UU Approved By: ZND RIGHT oz XALC I,4 I'O' F � r om I m �m 0 ELEVATION/ROOF NOTES". os 1. 2x6 IFA1�1Nq,5)EE�dNIL. 2. 2xb®OIWAE;,�XwmIL. TYP TYP S. x EXPOSED RAFTER TAILS W/SHAPED ENDS,5EE DETAIL. NOTE.ALL RAFTER TAILS TO BE EGJJALY SPACED.FRAMER AT DECK 41 4 4 TO COORDINATE WITH TRUSS ENGINEER. OPT.ONLY D.I D.5 4.5. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH. PLASTER ---------- zXTEROpt ROOF LINE I I FL I 8. EXTERIOR GRADE PLYWOOD SOFFIT. 1 ?. EXTERIOR SIDING,SEE EXTERIOR FINISHES NOTES. I I ___BUILDING 4. TONGUE-AND-GROOVE SOFFIT. 1 LINE 2 6XI2 2X3 ASV. 10. SPACED x VERTICAL WOOD TRIM AT XX"O.G.OVER AT I IS y(4 EXTERIOR GRADE PLYWOD OR MDA.BOARD. ENHA1 ONLY LOB j D TMP' 11. EXPOSED MOD CORNER TRIM,SEE EXT.FINIS"NOTES. i I 2 I I 3 12. EXTERIOR 6111 PLYWOOD OR MDA.BOARD. OFT. D' D' 13. WOOD LATTICE O/EXP05W PLYWOOD OR M.D.O.BOARD. Y 14, FOAM TRIM,SEE ELEVATION FOR 5A2HUAL"SIZE. _ -- _ _ _ - - -- _ IS EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. T ;7714 . BUILT-UP"CURVED"PLYWOOD TRIM OR MDA.BOARbTYP. I _. - - - - - - IT. FIXED SHUTTERS,SEE ELEVATION FOR SIZE. _a a a a a a a a a a a 4 I'X4" D.I AREA-2 i AREA-I 12 I ' 21 �--- _ 18• P0T5FELF,SEE DETAIL. 9 PROVIDE G.I.FLASHINS AT ALL EXPOSED WOOD TRIM. IX4 20. ONTINIIOUS G.I.EXTERIOR PLASTER 9GRE®,SEE DETAIL. RIDGE RIDGE T _ - 12'X4O' 2 2 I. G.I.FLASHING ROOF TO WALL. " " 1 31 6 22. 6.1.PLASHING AND SADDLE/CRICKET. PL 14 6 25. APPROVEDAv� TEIAP YV SPARK ARRESTER FROM B 24. MASONRY VENEER. 1 I I 1 ( 4q D.I 21 25. THIN-5ET MASONRY VENEER. k TOP PLT. 24 -- -_ _ 16 -- 26. SYNTHETIC STONE VENEER.I.GB.O.• NKOSW& A n 1 _ - - - - - _ _ __ - __ - PIN.PLR. 21. SHAPED FOAM CORBEL,SEE DETAIL. I - -- - - -- _ - 25.SHAPED WOOD CORBEL,SEE DETAIL. ®a a a a a a a a a I 1 RI E 11 ^�� ; - - - 4 _ -- - - - .- TOP PLT. 24. WOOEIOMMT{OVM PLAN FOR SIZE. 1 N D. I --"-" 30. EXPOSED WOOD BEAM WITH SHAPED ENDS. I 1 TATr�� -_- 4D 1 533. DECORATIVE PAL5ETILE VENTS SEE ELEV.FOR LOCATION. �r r � I .6 I b 14 IS 2xa O 54. METAL RAILING,SEE DETAIL. ___ Ij 1 _ .. 14 I'X4" 35 WOOD RAILING,SEE DETAIL. ---'. _______ _ " i._-__-- _ c " 1 I96, DECORATIVE METAL,SEE DETAIL.T i,, D 1 14 5 2X.4 O/ 20__ a__---LT qQI D. 2X6 p,1 3 T. EXTERIOR PLASTER RECESS,5EE ELEVATION FOR 2 b m 15 6 I __ 1 LOCATION,DEPTH AND SIZE OF FINISHED OPENING. =g q _____ 1 TYP. 36. 6.1.SCREENED t LOWERED'&ABLE END VENT', w as L 1 I I ------- I SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEE READ. w ATTIC VENTILATION CHART FOR MORE INFORMAn 0 S a ra CURB 3 r 0.1.SCREENED"ROOF"AIR VENT.(SEE REQUIRED ATTIC TOP OF VENTILATION CHART FOR MORE INFORMATION). 9 FIN _ 'd --♦ _ 40. DECORATIVE VENT/LOUVERED BOARD 5� gg D.I 22 18 12 AT AAA ELEVATION FOR VO AND LOCATION. g \ b S'3 D ILL 4 b�FGUTTER AND DOWNSPOUTS,LAYOUT TO EE FIELD kkk •d PLAN �I 2 (/� (.6 42.LINE OF 5YNTHETIG STONE VENEER.SEE ELEVATION. ROOF 1 L/ \1 -`/ M' 43.LINE I MASONRY LAN FO SEE ELEVATION FOR HENSIO SEE SLAB INTERFACE PLAN FOR TOE FTC.RETURN R HEI&HT.S. 44.LINE OF♦2"WAINSCOT.SEE ELEVATION FOR HEIGFIT. SCA�e ve•=r-o• 45.LINE OF WAINSCOT FURR'G.SEE ELEVATION FOR HEI&HT.SEESLAB .� 4 T O 46. 0.1..REGINTERFACELET FOR G COLOPLANR COFORAT CHMORE INFORMATION. ON. OPT, FLEX SPACE 3-C FRONT ELEVATION 3-C �4-1. MECHANICAL TUB ACCESS PANEL,CORROSION RESISTANT, VERIFY LOCATION. p A AT ROOF PeNETRATON3 I T I O V�a1 17 I O N .L 48. LINE OP INTERIOR CEILING OR INTERIOR WALL. YVERE APPLICABLE. 44. LIGHTED ADDRESS SI&N. J • s2'X 30'ACCESS A R P'EBB4AA EXTERIOR FINISHES Z p : (VEICIPY YN/Gt1lI1CTI11tA.IJFOR IRM ALL EXPCW420 PLYWOOD TO BE EXTERIOR GRADE. lo, --_- ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,POSTS AND Q CORBELS To BE RESAWN.U.N.O.AND PRIMED PRIOR TO F- Q INSTALLATION/A99EMBLY. ^ 0 Z TYPICAL 51DINS TO BE:-IN DENT �� 21 22 _-W SEE DETAIL5 .3 D.9 3 Q INDICATES 9OTH 97UGC.0 FINISH () ilk I I ROOF PLAN NOTES ­2 a s �, INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE O� y 28 o I OPT. FLEX EXPANDED ONPLA". <z 5 I I TYPICAL ROOFING TO BE FLAT GONG.TILE Q Q w A I I I LIVING SPACE GARAGE O •EAGLE ROOF TILE"I.C.B.O.»E2-4660 OR APPROVED EQUAL. L�jJZ a ATYPICAL.ROOF OVERHANO AT RAKE _j g - UNLESS NOTED OTHERWISE ON ROOF CONDITION TO BE 12" Z Edm m I \ I I CL TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE 12" Q and v u / UNLESS NOTED OTHERWISE ON ROOF PLAN. 1 OO o o W t I BEDROOM 21 `\ I I ENTRY REQUIRED ATTIC VENTILATION 2-1-o, Q_Lw w o Ii BEDROOM 3 ,�� I z x F \ J ` THE ATTIC VENTILATION CALCULATIONS PER C.D.C.SECTION 1505.5 / I \ •tll I " AS FOLLOWS, (PJ ATTIC AREA(5WAdRE PMET). S.H. S.H. (0) BY 300 AL }} DIVIDE RED NET FREE AVENTINGTIAREABINY90UARECINCHES.DIVIDE TOTAL F 43 BY 2 TO SET THE NET PREE VENTIN6 REWIRED BOTH HIGH AND LOW, $ E I / \- 1. I I -AREA DIVIDED BY 150(HIGH AMD LOW VENTING NOT USED) )-T (G)TOTAL SQUARe ING'__aP HET FREE VENTILATING AREA PRCNID87 IC F T F6. 2046 Pb. Q T - B'f 6ABL2 CND ATTIC Y@NTO.(SEE DPJLW FOR MIN.SQ.IN.OF IB < N _--___ ________________________ H- O '� I PORCH FREE AREA FOR EACH VENT) ® •GABLE END VENT l0'-0•STUCCO C I& 1 I O K Q I , I " + ❑" .owslN 0.O'HA&IN 1� em a (0)TOTAL SQUARE INGFES OF NET FREE VENTILATING AREA PROVIDED <y BY ROOF AIR VENTS.(q5 SQ.IN.OP P!1$AREA MIN.EACH VENT) �-IL Q( O CL __ g > HIGH LOW •YE AREAS O J -- -_- ® (P.)TOTAL SQUARE INC OF NET FREE VENTILATING AREA PRVVIPW IL(� Y ) IiI_ BY UNDER SAVE VENT BLOCK-5.(12 50.IN OF FREE AREA MIN,EACH) O po yJ ,', j J �f W \{J (F)TOTAL 9QI/ARE INCHES OF NET FREE VENTILATING AREA PROVIDED W U1 N sEE Exr. TAPERED, PLAN AL B G D E F OC E >o Z ELEV. B"DIA. TOP RPL1D bA&.E END O'HPGIN FAVE rota }F O >6] O "3(" A,xCI. VENTING VEMS WRMCR VENP3 VENTS �,Oe 10•VIA.•B IS..FTJ(Y,1.INN I3o.IHU ¢V v (!9.Ry1 (-8 INN iM. U In Z IW-b• 2'-4' 4'-' S'-10" 4-' I .4. u�lle.�w oN -- aN ilyo to. w 11y��N�( y/ ^` W N I'-10 4' I'-I " AREA-I I2B3 a« W LL se;O CoCD Ivv ww ans.Im ww slo I.w IMP V, =w.3--t. I'-2 5'-T• I'-22'-2' O'-2" RA. I' 16'-2' RO. 2'-2 AREA-2 T29 ns rva« (slue.»a N�eNOW9 LOW c '0 -2�)- U a 14'-4• 3o'-b' 14'-O' 3O'-4" 4 F 45-0• s5 �yQQll NOTES. yaIJ I YY 1.NET FREE VENTING AREA PROVIDED BY EACH VENT 15 BASED ON Z t1 H ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE 0C< MINIMUM"REQUIRED VENTING"AS LISTED ABOVE 19 PROVIDED < r- SECOND FLOOR ,ADDENDUM 3-C FIRST FLOOR ,ADDENDUM 3-C FRLVEIRT N6FOR INDIVIDUAL�M1R=VNIF/4RENT CORROSION ABOVE. �a� 2.ALL VENT METAL 1,11 SHALL BE COVERED W/AN COR HEN TH SCALE.vN"-r-o^ scA�E.yr"_r-o" RESISTANT METAL MESH.(IF MESH 19 LESS THAN I/4•THEN A _ NET FREE VENTING AREA OF VENT MUST BE INCREASED TO ALLOW --- REPER TO BASIC PLAN FOR RCPER TO BA51C PLAN FOR FOR REDUCED AIR FLOW) NOTES,DIMENSIONS,AND NOTES,DIMENSIONS,AND 3.FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS INFORMATION NOT SHOW WN N INFORMATION NOT SHO City Of Lake Elsinore MM.TO AGGGMMODATE ALL ATTIC VENTS Planning Division Appmvak 4.ALL VENT5 SHALL BE INSTALLED 50 AS TO MAKE T HERE HERE HEM AN ovedB D FLASHED WITH•MOISTOP"IN THE SAME:MANNER PRESCRIBED it, z cm APPr Y: '�� FOR W W INDO INSTALLATIONS. = N c4i �J 5.PROVIDE APPROVED INSULATION DAMS(BAFFLES)AHEM VENT BLOCKS ARE USED BETY'EEN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES y w FROM BEING BLOCKED BY INSULATION. LOCATE HIGH VENTING MINIMUM 3'-0'VERTICAL DISTANCE a N ABOVE EAVE VENTS. X o T.PROVIDE AG4CE55 AND VENTILATION PROM CALIFORNIA FRAMIMP AREAS m ro TO ADJACENT ATTG SPACES.REFER LRA TO STRUCTUA OMINOS FOR FOR SHEATHING PEICTRATIONS. REFER TO PREVIOUS SHEET I FOR NOTES, DIMENSIONS, AND 7"r"ID6e INFORMATION NOT SHOWN AT OPT. 38 (2)14•Xla• HERE. a a I a FIRtRK!'. OF"icon i I ll Ne[L ir`�� Z� TOPPLT. I-----r QQQQ QQQQaa4 PLT, 1 - - - - -- -- --- - -- - n - - -, - - - - OPT.6LAaa 1-L BLOCK I I I I I Z AT I I 'ry 9a (�14"NIa• LOTS t!NNANGCD I I I LOr3 ONLY p I ` I I I w TOP PLT. 1 TOP PLT. i I D AT PORCM PIN.PLR. - — — — — — —— —L I AT FAMILY PIN.PLR. - — — — — — - I — —— — Q a a a a a a a a a a I I I —— — — — — —— —— — — — - i TOP PLT. D. I _ —I 1 — — — - - — — — - - — — — — — — — — ---T - - 'I 1 I IHC OF PCNGB I v T- A ___ ____ __ TYP. JQNIIII II II1I II1I _ mr=n - o0 6 I I I II I I a ff � q R.R — - -— — - --. i N.FLR fiIN. . - - - - - - — II - - - - - - - - p PIN.fi OPTIONAL D. C S GNI E/ 'J L TYP. t0 cNc.I rYP. P U REAR 3-C LEFT ab.•LE I/4°"I'-0' 3l.NLa I/4'•I'-O' Q o p 0 Q �— w p Sb (2)14"XI9' fin= d //_ V Z= ¢ " .d QQ� F ro QQ a -w-i - N z TOP PLT. _ TOP PLT ------------------------- OPT. . a• d.ocic T � � IaµL PIN PLR. _- -_ - --- - - —— — — — — - PIN.P O1a1 8® cn LJLJ D s TOP PTTR Ipa Kltt�S�ly QO° C�^WWn1`TOPPLT. OQON- - - - - - - -- - - - - - - - - - - - _ __ _ - - -- -- - - .4 14 "W M1 p oa, JO uNe OP NEAOTN ~ i V Z _ N ---- --------------------- -_____-------- ------ K � = -.- IMK9cnLfiU) MCC O (n ldL U �--� �� p iaA� uX�!��" iv � roan T OP CURB - - - - - - - - - ' ' -- '1-'1- - -- -- - - - - - - - - - - - - - - - - - - - - - FIN.FLR qYV OOM Q 4 d --.+ df} dd* City Of Lake E:Isinae a Ip FF Planning Division Approver ��?��Ircp `�<1 FOR r'7'"",:DANCE SCOTT FAZEKAS S Ae3CCIATES,INCH Approved By .I��•L, BY _ DAT T n n5 Yid P Ufp RIGHT91YtiCl°idlddU 4 <z h v ril e .. .. . z o ¢1 O m O i S AT PRCNGhI DIG s sx.eL.DOOR Q Q Q Q TOP PLT. TOP PLT. SIM. I7c! SIM *TOP, 14='p'14 LEI FIN.PLR. FIN.FLR.TOP PLT. LT. - ---- -- ----------------------- _ �I c j.�µ. iii0 // Q Q ii S // �QaQ aaaaa aQ i PIN.PLR w� V ogp L] PARTIAL RIGHT 3 B PARTIAL REAR 3 B PARTIAL RIGHT 3 A PARTIAL REAR 3—A w\ scALe va^•I'-O• a E � 0. xA,Le va••ro• SCALe va".r-o• xA,Le va••ro• SEE SHEETS 3.6 THRU.3.11 \ POR NOTES,DIMENS10NB AND INFORMATION NOT SHOYN HERE. X q W TOP PLT. 13'-3 1/2" U i MASTER p 4 BEDROOM D., DECK LIN.' AT 5 AT S o I TOP FLT. I _ .S � OPT. �� �� FR.DR SIM. f =I,� SIM. P '�, KITCHEN I .LT.,TEW. Za D II 35 0 I MASTER Qo BEDROOM I V ' I C, li :I FIN.PLR R REFE TO SHEET 3-24 3.3 PIN.PLR FOR FLOOR PLAN NOTES, --- --- -- - -_ DOOR,ECTRINLLAYAND SECOND FLOOR ADDENDU .' TOP MT. ELECTRICAL LAYOUT. M 9- - - - -- scALE:va°•r-o• F SECTION X � I II SCAM V1••Y-O• < 14 }}~WZF� T / CV j dy Q c 11 \ I6'-5 I/2" 12'-4" 16'-9 I/�' e E Co J 1313 1/2" IV-5 1/2• nLU w J PIN.PLR \ AeO/E V N LONG.PATIOCONC O Z O 5. O cn PARTIAL RIGHT 3—C PARTIAL REAR cn :,cALc va"=r-o• SCALE va".r-o- ICI O�l �w I V 9'-I'LL6. SEE GxT. I I yj yl 1 O _J W't I i l 97UGG0 l i 0.WQ W � 3 Z a Q I0.0 Q 'Q Q i I I i Q 1zE��Y—%_ C�� cc y ooaa r m SLOB p i S Q I I 50 I I jT q U V COW 17 of I I o Qd } Jv Q i I I I I �1r T 3! ,Ir ly{�1df ----- ----- R' I ' -' d cm II • -- v.e to th � LL/ { NOOK KITCHEN s I Y•I. 9'-I"GL6. I -m It i;asotl o ' . corstruetl t o u appo giv e Z SLAB INTERFACE ADDENDUM REFER TO SHEET 3�.3.3 metl to 91c ° o� FOR FLOOR PLAN NOTES, >o islans of suc N SCALE:1/4--r-0^ DOOR WINDOW AND F REFER TO SHEET 3.1 FOR ELECTRICAL LAYOUT. FIRST FLOOR ADDENDUM Tom FOR NOTES,DIMENSION AND SCALE:INFORMATION NOT SHOYN HERE. 1/4'=r-O• to Z o O o m OI 26 6A.6.1.GAP a FLASHING 4 O POST FLAW 3 O SHEATH ._ND FELT�MI.2"PAST O �C�eA 51�NI�6'A�P DCTNEEN OI DESIGNED WOOD TRUSSES O 16 PAST 30 JOINT.FELT UNDER 6.1.DRIP O TRUSSES�GN AT LOOKOUTS)(SO FRAMING) O I LAYER UNDERELT IN)�NT(30 lb. OI DESIGN WOOD TRUSEE9 O MIN.26 6A.&.1.DRIP ETCHED 2 1/2'%6" OEXTERIOR GRADE PLYWOOD y- OPE:1/2'1-0 O 5/D`R9 GGX EXTERIOR RTWOOD O2 S/D"RS GGX CfTL'RIOR S OR 1. O8 BIRDSTOP O ATTACH GAP 4 FLASHING E'-- O rLYMOV(SEE FRA SHEAR SLAW O g516ATHIN6 ATEXTEROVE OR F OR�IPLAP O 2X STUDS AT Ib"O.G. SHEATHING AT OJERNANS OR IN SHIM-AP�D ROOF����STRUCTURAL1H&"1/6' AF BE THUN O2 2%4 FLAT L�KOVT9 AT 24"O.G. O E PERLAYOUT OF TILE MPR.AND SHEATHING AT OJC[HAN6 OR IX SHIPLAP O ID'WIDE'A Ib.PELT VIJOER 1 PER MPR SPECIFICATIONS Y D ENT.PIN15H O/60 MINUTE&RAVE TY 3 2X FASCIA W TRIM OVER 3 ib"WIDE 3O Ib.FELT b"PAST JOINT O (SEE FASCVATIONI(OPT,IA A Al TRIM OVER G.I.DRIP b•PAST JOINT O I% EXTERIOR PLASTER STOP 3 O WMEATHER-STRIFFIN6 O �71CU55E9 OR LOOKOUTS)(SEE FRAMING) O PAPER TO UNDERSIDE OF SHEATHING O BOARD SEE ELN OW O(UE ELEVATION)(OPT SHADON mAve RISER WITH AMP THOLES I O4 EXT,FINISH O/60 MINUTE GRAD[b' O 51EA.THINb EDBE EXTEND FELT MIN.3°PAST BOARD-SEE ELEVATION)DON) 10 ROOF 5HEATHINO A/VD'OAP 5 40 MINUTE OI[ADE 1 S 2 O PDAPER(IT LASHIII� O4 2X4 LTCHOOKOVT5 FLAT AT 24'O.C. Oq A j TT'EMR TEMYMENT(90 b. DELETE IN AT GUTTER COND. PAPER TO UNDERSIDE OF 51EA.THIN6 H DELETE IN AT 6VRER GOHD. BETWEEN SHEETS O ROOF SHEATHING VT/6'6N EETWEEN (SEE 6TFLKT,NOTES) O 'D'PAPER O 2X BLOCKING(SEE VENT BLOCK DETAIL?MIKJ b Og 9/O"RS GCX EXTERIOR PLYWOOD SHEETS(SEE STRUCTURAL NOTES) O4 3%BIACKIN6(SEC VENT b I a a a a 1 6 EXTERIOR RASTER e O G'MINUTE &RADE O ID`WIDE 90 Ib.FELT 6'PAST JOINT 10 BN.ROOF 5NEATNIN&TO BLOCKIN3 SMEATHINB AT O'/ERHAN6 OR IN 9NIFLAP 5LOOK DETAIL) OO EXT.FIN15H 0/60 MINUTE SEE ROOF NOTES I TRUSS OR 2 RAFTER SPADES O ENT.FINISH O/60 MINTG O/WIRE MESH q GRADE'D'PARR I&'MAN.OVERHANG GRADE D'PAPER OEXTERIOR PLASTER O FOAM TRIM(MIN.O/BROWN COAT 2 lb.PGF) T O/WIRE MESH ; SQ ROOF NOTES I TRWS OR 2 RAFTER SPACES O LAYER IMDERLAYNBNT 3 b 1 LAYER UNDERLAYMENT O36 6A&.I. 1 ID•MAN.OVOWAN& 10 (30 lb.AS.T.M.FELT MINJ D , O (SO III.A.S.T.M.PELT MINJ OG6.^A9 FIBER MESH J-MOULD 6 / O/PRIMER ADHESIVE 1 i O 2X FURRING 4 _ D ( T 10 i O DOLOR GOAT g (SEE FLAW S I _ 6 i T & 4 l IX 5 1 5 9 b 4 4 2 q b I T q a a a a 4 a a a a a 4 I 2 ! a 9 I 2 ! D S 3 2 S Ai ENGLOfiPD AT ENCLOSED SOFFITS USE SOFFITS USE MOD MOD. EDGE METAL 1 SEE ROOF NOTES FOR DIMENSION EDGE METAL SEE RpoF NOTES FOR DIMEISION tl-IOC 69-IBD R-20C R-IC RI-MG RI-3G 149-99256/L22DI 5-15-OI 0 2 3-010591DI2DT 3/04/02 PARDEE D/9MB PARDEE D/3M& PARDEE D/9/9B PARDEEL H/3/qD CHIMNEY TRIM ,••-0 GARAGE DOOR JAMB !"•1'-0RAIGGE DETAIL CRETE TILE xALe,11/2`.1'-0" EAVE AT TRUSSES �A�:11/2"•1'-0 RAKE DETAIL 5 EAVE AT TRU55E5 Q 1 21 C17 13 9 BARREL OR 5 TILE SGALL:1 1/2"•1'-0 DNRREL OR S T1LC(FLU_GUTi SCALE.l,,(2"�1'- " FLAT aa44 4444444 O COLOR GOAT O HEADER O MIN)26 6A.0.1.(U PIECE FLASHING OI 2X RAFTERS(SEE FRAMING FLAW O ID WIDE 90 b.FELT UNDER b.i.DRIP OI MIN.26 GA.G.I.(1)PIECE FLASHING OI 2X RAFTERS(SEE FRAMING PLAN) O MIN.26 GA.G.I.DRIP ETCHED 2 1/2"X b" (SEE FRAMIN6 PLAN) (IF USING 2 PIECE FLASHING, ENTERORFLY. :"PAST JOINT (IF USING 2 PIECE FLPSIIIN6, O VESTOP NEER STONE O MIN.2'LAP APPLIES) O _,,_.THINS AT OVERHANG OR IX SHIP, 9O 2X ST,05 AT 16'O.G. MIN.2"LAP APPLIES) O g_._.THIN&AT OVERHANG ORXTERIOR IX IPLAP O 16 AIDE VB/GR[ 2 RYWOOD INS F HALL (SEE FRAMNG RAW O EXTERIOR FINISH 2 EXTERIOR FINISH O9 ID'WIDE 30 lb.PELT LNVEIR 1 OBROWN GOAT 0/ 4 O 2X FASCIA A/TRIM OVER 10 ROOF SHEATHIN6 IW VS"GAP BETWEEN 4(q� O (S FALE A IV TRIM OVER 6.1.GRIP 6'PAST JOINT SGRATC.H COAT O WHEATHER-STRIPPING O INS CONTINUOUS (SEE ELEVATOW(OPT.SHADOW SHEETS(SEE STRUCTURAL NOTES) �J INS CONTUYUOW(MIN.) (SEE ELEVATION)(OPT.SHADOW 5 8 BOARD-SEE ELEVATION) D BOARD-SEC ELEVATION) 10 ROOF SHEATHING W/US'GAP O OC/EXTERIOR MESH �R O PAPER(12FLASHIN&NPIZI O (SEE PRAM NG RAW 1O DELETE IN AT 6UTTC12 COND. II WIEAVE PEEP FILLER HOLE 2"X 2 1/2'X 6" O4 2X SOLID SLOGKINS 1O O DELETE IX AT GUTTER CORP. (BETME@l SIEE� D b 3 O4 2X BLOCKING(SEE VENT BLOCK DETAIL/ (OR TWO PIECEI 1 O GONTNUOUS BED O' 2 g 4 2X BLOCKING(SEE VENT 6 by O60 MINUTE GRADE - O 60 MINUTE GRADE 2 O 2X SOLID BLOCKING DEMENT GROUT PILL OR �•I ] BLOCK DETAIU 2 D'PAPER 1 b'PAPER 5 W Y O EXT.FINISH O/60 MINUTE 1 MANUFACTURER APPROVED 1 C ' 1 O 2 LAYERS UNDERLAriALTLT 1 I GRADE'D'PAPER WEATHER BLOCKING MIµ O ENT.FINISH O/60 MINUTE yWj 12 O FOAM TRIM,SLOPE TOP 1 O EXTERIOR PLASTER 6 (30 b.AS.T.M.FELT MIN) m (MIN.3 Ib.PCF) q 6 4" SPADE'D'PAPER O AT LOW ROOF AND M\N' O 2X GEILIN6 JOISTS(WHERE OCCURS) O6 2 LAYERS VNVERLAYMENT 6 5 ONTO T\L� < $ D" O/BROYPI GOAT O7 26 6A.6.1. LAYBAGK AREAS A" (30 b.AS.T.M.FELT MIN) BO 1 LAYER UNDERLAYMENT ' a J-MOULD _ - �yTp T1� O I LAYER UNDERLAYMENT AT LOW ROOF AND 3 (30 b.AS.tM.FELT MIIU q ` C O &LASS FIBER MESH O ROOF SHEATHING M 1/5"GAP 3 (DO Ib.A.S.T.M.FELT MIND LAYBACK AREAS O/PRIMER ADHESIVE 8O 2X FURRING BETWEEN SHEETS(SEE ROOF SHEATHINb W/D"GAP 10 O i 10 (SEE FLAW 10 STRUCTURAL NOTES) E EE T BETWEEN SHEETS(S i 'd 9O EXPANDED METAL LATH 3 O 60 MINUTE GRADE V'PAPER —— — — — — — — STRUCTURAL NOTES) 10 DOLOR GOAT 1 9O ATTACH TILES - 6 O 60 MINUTE GRADE .. Z 2 W/RROVEED 52VAL II 2 D'� ' PAPER APPROVED ...... 9 I I•I &LASS"IBM MESH 3 II O PRIMER ADHESIVE 1 _ _ O FRAMING RIM 1 10 INSTALL 2X 3 — ——— T �l RAW T — — —— — JIV `' 12 FOAM T ,SLOPE TOP l- _ --—— ___ ——_— BLOCK.WHERE mtml4 8INSTALL 2X ! 2 (MIN.2 b.PCF)O/ STUD SPACING g 6 BLOCK.SEVERE 5 (n BROYN GOAT EXCEEDS Ib'O.G. II 12 9 6 5 4 T 4 T S STUD SPALIN6 q EXCEEDS Ib'OO. 9 T 4 f N ~ O MOD. MOD. ROOF NOTES FOR DIMENSION RI-12G RI-26D SEE ROOF NOTES FOR DIMIBJSION RI-4G z 02 9-010 2 5/C14DI D-IS-0I 023-010 _2406 9/21/02 PARDEE RAGM& PARDEE DB/q6 PARDEE e/9M& PARDEE Hl3/9H Z Q STONE VENEER (2� GARAGE DOOR HEAD 18 ROOF TO WALL FLASHING 14 EAVE AT CONVENTIONAL FRAMING (10� ROOF TO WALL FLA5HIN6 6 EAVE AT CONVENTIONAL FRAMING 2 W o Cr] SCALE.1 1/2'•1'-O' SCALE:3"-1'-0' FLAT CONCRETE TILE SCALE: I/2"•I'-O" FLAT CONCRETE TILE(PLUMB GUT) SCALE.1 I/2"•I'-0' BARREL Ot 5 TILE SCALE:I/2"•I'-O' BARREL OR 5 TILE(RUHID CUT) SCALE:1 1/2'•I'-0" W W W OI 2X 5TUD WALL O HEADER O EXTERIOR FINISH OI MIN 26&A.&.1.VALLEY FLASHIN6 A/ O PROVIDE NAILED CLIF5 EA. OI EXTERIOR P HISH O CEMENT GROUT PILL OR MANUFACTJI®i APPROVED YEATIIER BLOGKINb Iw11 (SEE FRAMING PLAN) MIN 1/2'CRIMPED MPIN! SIDE OF VALLEY METAL(24"O.G) O = O EXTERIOR PLA5T0[ O INSTALL 2X BLOCKING,WHERE 6 (EMEND I•PAST CAVE) NOTE. O3 INSTALL SX BLaKIN6,WHERE O LAYER UN NAILER MENT(30 lb.A.9.TM.FELT MIND H N O/WIRE MESH O PLYWOOD SHEAR WALL 5TUO SPACING EXCEEDS 16"O.G. STUD SPADING EXCEEDS Ib"O.G. b UNDO[Z%NAILER K (SEE FRAMING PLAN O I LAYER UNDERLAYMENT(90 b.A.S.T.M. I.REMOVE PORTION OF TILE HEAD-M O 60 MINUTE&RAVE 2 6 O MIN 26 GA.G.I.N PIECE FLA5NIN6 FELT MIN)0/VALLEY FLASHING WHERE TILE RESTS ON METAL FLASH&. O MIN.26 6A.6.1.(1)PIECE PLASHING O FRAMING MEMBERS(SEE FRAMING PLAW IL S 'D'PAPER O A HEATHER-STRIPPINb (IF USING 2 PIECE FLASNRIG, WEAVED METHOD _ TO PREVENT WATER DAMMING. HP WING 2 PIECE FLA5HIN6, _ O FOAM TRIM,SLOPE TOP 3 O MO NSTOP'FLASHING gLL 2 O 6'MIK CLR 1 2 4 BETS SEINE W/EE 6M 1 ,^ O MIN 2'LAP APPLIES) 2.GVf BACK BIRD STOP MIN.2"LAP APPLIES) O (ARM.2 b.PCP) b PAPER(12'WIDPJ 8 O4 C%'RND MN I"PAST CAVE 3 FRAMING MEMBERS(SEE FRAMING PLAN) Li O/BROPN COAT r O4 HALF TILE,PAN SECTION STRUCTURAL NOTES) Li O60 MINUTE GRADE 2 OR 3"ONTO TILE O SHEETS(SECT 5TRUC 1TURAL NOTE) OR APPROVED MXAL 3 2 Q U V O OLASS FIBER MESH 4 1 b'PAPER - O MIN 26 bA 6.1.PAN FLASHING 3 - 44 -1 ' g I O MIN.Zb AA.O.I.PAN FLASHING N J 'O yy � O/PRIMER ADHESIVE 6 EXTERIOR RASTER ,_ AlW/I'CRIMPED CD6E IO n 15 Z F W fn pR O COLOR COAT -_ O W/I'U[IMPED EDbE 10 4 d O 60 MINUTE GRADE 9'PAPER HOLD OFF 2' Ci O 36 6A 6.1. _ O6 60 MINUTE GRADE D'PAPER 41 L 1 ROOF SHEATHING YV I/&"6AP q 2 J-MOULD O 4• BETWEEN SHEETS(SEE O ROOF EN SHUTS (S I/6"bAP O ]X PURRING STRUCTURAL NOTES) & MIN. BCTWCOJ SHEETS(SEE D Z N ,'� Z F I. (SEE FLAW & Na GONTINKJI/ I STRUDTURAL NOTES) S1 O EXPANDED METAL LATH ! O INS CONTINUOUS 10 DOLOR COAT 10 f30 LAYERS AS.UND.FELT M NJ (90 b.AS.TM.FE T q 6' 9� 2 LAYERS VNDCRLAYMOIT 11 q b 1 AT LOW ROOF AND 7 MIN. LT MIND T MIN . 2 &LASS PIEER MESH LAYBACK ARCS AT LOW LOOP AIID O/PRIMER ADHESIVE 4 LAYDACK AREAS II ar 10 SEAL EDbC W/ROOFERS MASTIC '� 13 FOAM TRIM,SLOPE TOP l_ __ -——_——— ——__ g 4 5 5 2 10 SEAL EDGE W/ROOFERS MASTIC g a (MIN.2 Ib.PCP)O/ I,Ip�. II EXTEND PAN I'PAST CAVE � � BROLW GOAT I.RO40VE PORTION OF TILE IEALA5 OR 3'ONTO TILL WHERE TILE RESTS ON METAL FLASH'&. FLEXIBLE METAL MAY FLEXIBLE METAL MAY APRY CANTS BEAD OF ~ € CV 11 12 Z�&_ TO PREVENT WATER DAMMING. BE REfi11RED AT TILL TR RISM RED AT TILE ROOFER DEMENT CARRIED W Q MOD. MOD. TRANSITION \`�µ RJ4gD TRANSITION RI-22D 4 3 0/N05E ENDS OF BACH RI-32G a F Z V2-HOG 63-11D RI-39C 3 RIDGE TILE. Q Q O 417-0116D/C2T-D4 10/IT/OI 02302252/D23D2 3/21/02 PARDEE D/9MD PARDEE V6M1 PARDEE e/3M& PARDEE O/7MDol o o W m FOAM TRIM AT EXTERIOR WALL GARAGE DOOR HEAD ROOF TO WALL FLASHING VALLEY FLASHING ROOF TO WALL FLASHING (7RIDGE GAP - (,3 1,4 cn (2SCALE:3'•I'-0" 19 PLAT CONCRETE TILE SCALE:I/2'cl'-0" 1uj `LAT CONCRETE TILE SCALE: 1/2'•I'-0' 11 BARREL OR 5 TILE SCALE:I I/2'•I'-0" BARREL OR 9 TILE SCALE:1 1/2"•I'-0" 1- N O Lu OPOST O POST II 10 9 b D O WINDOW FRAME M CONT. O (1)LAYER OF 90 Ib.FELT O WINDOW FRAME W/CONT. O MIN.20 bA.6.1.VALLEY FLASHING N O5 PROVIDE NAILED CLIPS EACH 0 O O (SEE FRAMING FLAW (SEE FRAMING PLAW SEALANT BEHIND FLANGE O SEALANT BEHIND FLANGE MIN.1/2"CRIMPED EVOLM SIDE OP VALLEY METAL(24"O.C) ,11 O J 0T OI LAYER UNDERLA.YPENT(9O Ib.AS.T.M. (GtTEND 1"PAST CAVE1 1-F¢ Q T m a OPLYWOOD 5MEAR WALL O RYA000D SHEAR WALL _ -- O 2 LAYERS UNDERLAYMENT 1 FELT MIN)CARRIED OVER AND UNDER 2X NAILER 2 2 LAYERS UNDERLAYMENT I I.REMOVE PORTION OF TILE NEADLllG y U -'4) Z (SEE FRAMING FLAW 6 (SEE FRAMING FLAW f--- - --) (30 Ib.AS.T.M.FELT MINJ (30 b.A.5.T.M.FELT MIN) 2 LAYER UNDERLAYMENT(30 III A9.T.M. ((�� '�] W AT LOW ROOF AND 5 O FRAMING MEMBERS(SEE FRAMING PLAN) AT LOW ROOF AND 11 I FELT MIN)UNDO!VALLEY FLASHING- WHERE TILE RUTS ON METAL PLA5H'6. IL g E I /�� �' O 2X JAMB TRIM 9 O 2%JAMB TRIM LAYBACK AREAS LAYBACK AREAS (WEAVED METHOD) TO PREVBR WATER DAMMING. p-� `] S�/ =W r7 g I 4 ROOF SHEP.THINS,N 1/6"GAP I 2 6 2.CVf BALK BIRD STOP W b V!!z}Q v (n J OMOI5TOP'FLASHING 5 O M015TOP'MASNNS O EXTERIOR FINISH i O BEttEEN SHEETS(SEE O EXTERIOR FINISH i O FRAMING MEMBER5(SEE FRAMINS RAW 6-MIN.ELK. Ill O J U, PAPER(12'AIDE) PAPER(12`WIDFJ 10 STRUCTURAL NOTES) O 3 T 4 O 3 T b 4 S O MIN 26 6A,6.1.01 PIECE FLASHING � S O MIN.26 6A.6.1.HJ PIECE FLASHING 4 •M\ I f O ROOF SHUTS (SEE SI�KT�6A�5BETVEEN Z �� � � O Q^ Q S 60 MINUTE GRADE 5 60 MINUTE GRADE (IF USING 2 PIECE FLASHINS, 4 y6L1 'D'PAPER V.PAPER MIN 2"LAP AFFLIES) `` (IF WING 2 PIECE FLASHING, 2 10p n 4" K O O Q ry MIN.2 LAP AERIES) O 11 SOLID GROUT 9/&' 1 O F.XTO¢IOR METER FRAMM6 MEMBER G{\TO C T O FRAMING MEMBER 5 T 2 "Ti. Q Q OR AIR SPADE 1 O/WIRE MESH 1 (SEE FRAMING RAW (S@ FRAMING FLAW y OEXTERIOR BRICK .1 O EXTERIOR PLASTER 1 O 2X SOLID BLO:KIN6 ��' i I 0 1 1 1 O 2X SOLID BLOCKING MOULD MOULD IX6 . .. .. 1 O I%6 CONTINUOUS O CONTINWW O 2X FURRING -----... DO 3%FVRRIN6 _ a 11UUUL PAPER FLASHI STO PLAN) (SEE FLAN) O MOIP' NG = O MO STOP FLASHING PAPER (SEE O BRICK VENEER O COLOR GOAT ROOF SR ROOF O ROOF$N SHEETS W/1/0"bAP - O ROOF SHEATHING W/D"GAP 10 6LA55 FIBER MESH BETWEEN SHEETS(SEE BETWEEN AL NOT!SEE O/PRIMER ADHESIVE STRUCTURAL UC TURAL NOTES) STRUCTURAL NOTES)60 MINym M AM TRIIM2 lb 1O D'PAPER GRADE q 6 10 CEMENT 6ROVTCONTINUOUS IEE FILL OR 4 5 I fU S 2 O/BROWNCOAT MANUFACTURER APPROVED 3 B 2 4 3 HEATHER BLOCKING SEE MN APRT COM'S BEAD OF II 60 MINUTE GRADE D'PAPER ROOFER 69-20 62-00 RI-13G 0 NOSE ENDS OF EACH RI-91G RIDGE TILE. IV20/OO II/20/00 PARDEE 6/3/9H PARDEE 8/9M8 PARDEE H/3/9H PARDEE p Z N GARAGE DOOR JAMB 24 6ARA6E DOOR JAMB rlll ROOF TO WALL FLA5HIN6 16 RIDGE GAP (121ROOF TO WALL FLASHING $ VALLEY FLASHING (41 Q SGALe.9CONCRETE'_p• SCALE 3"=1'-O" AT WINPOIN SILL(PLAT CONCRETE TILE) SGALC: I/2'•1'-0" FLAT LONLRETE TILE SCALE 1 1/2'•1'-0' AT WINDOW 51LLBARREL( OR 5 TILE) SCALE. I/2"=1'-0" BARREL OR 5TILE SCALE. /3°•I'-0" o OIX&HW/4'CHAMFER AT INTERIOR 9@ ELEVATION O EXTERIOR FINISH TO SEAL THE WINDOW FRAME TO vER TCAL EDGES NO GHANHFER AT (IF EXTERIOR PLASTER, SQUARE AND OPENINGB APPLY CONTINUOUS SEAL TO THE ACKSIDE OF THE MWNTIN ovI51 DE EDGE) OVER WIRE MESH) LEVEL FRAMING FFpLLRANGE NEAR THE OUTER EDGE.PPLY AFTER INSTALLATION: AS AN 11,10,6TRY STANDARD Ery_ OA O T6PERIME CRO� OUS SEAL MECHANICALLY JOINED F GAUPORNIATHIS IGASS ASSOCIE HA6 ATION OFF HI APPROVED MANUFACTURERS(GAPO-1)TECHNICAL 2 Ixb HORIZONTAL TRIM 2 HEADER-SEE FRAMING PLAN 3 OPENING AT A POINT FRAMES TO SEAL FRAME COMMITTEE AND BY GENERAL FtEMBEZ:HIP BALLOT A5 OF.ENE 26,Ig45, Q3 2X4 LW&ER TO SLOPE AWAY 03 60 MINUTE GRADE'D'PAPER TO ASSURE CQNTAC SEAM JUNCTURE. PROM WINDOW FOR DRAINAGE I' WITH BACKSIDE a O WINDOW FRAME W/Cow. I OF MOUNTING O 26 6A.6.1.PLA5HIN16 1 SEALANT BEHIND FLANGE FLANGE. I.SCOPE 5.5.1 PENETRATION PLA&HIN6 MATERIAL-FLASHING MATERIAL SHALL BE I.I THIS PRACTICE COVERS THE INSTALLATION OF WINDOWS IN RESIDENTIAL BARRIER COATED REINFORCED AND SHALL PROVIDE FOUR(4)MOM MINIMM a a a a O PGRACE ICE I ROVIDE SOLID TER SHIELD' E LD- �.- ____ O 12'MOISTOP'FLASHING PAPER 2 I ROUGH WINDOW BUILDINGS OF NO MORE THAN FOUR(4)STORIES IN HEIGHT. PROTECTION FROM WATER PENETRATION WHEN TESTED IN AGGORDANIGE WITH AS 1.2 THIS PRA.GTCF APPLIES TO METAL AND NON-METAL FRAMED WINDOWS WHEN D-TT FLP5i/1N6 MATERIAL SHALL CARRY CONTINUOUS IDEN7IFIGATION. j 2 b0 MIN.26&A.6.1.FLASHING 1 OPENING AN INTEGRAL MOUNTING FLANGE IS EMPLOYED FOR INSTALLATION. O EXTERIOR PLASTER O/MIRE N'E:AH ` _ 2"XI 1/2"N CONT.SEALANT BEHIND ; 13 THIS PRACTICE COVERS THE INSTALLATION PROGE55 FROM PRE- 5.4 APPLICATION 9l-O' 1 INSTALLATION PROGFDURE5 THROUGH PO5T-INSTALLATION PROCEDURL-'i. IT 5.4.1 ONE OF THE TYYU FOLLOWING METHODS SHALL BE SELECTED A5 THE O 60 MINUTE GRADE D'PAPER O 2X TRIM-SEE EXT.ELEV. (_ 1 8 DOES NOTION TA S FABRICATION T ASSEMBLY OF UNITS WHETTER SUCH APPLICATION TO BE FOLLOWS. ONCE A METHOD ISINTH SELECTED,ALL i FABRICATION TAKES PLACE IN A FACTORY OR AT THE INTENDED INSTALLATION PROCEDURES OF THAT METHOD MUST D RE FORM ON IN THE DESCRIBED 6 911XSG0 KEY AT EXTERIOR PLASTER S 8 &RAGE'ICE AND WATER' 6 I SITE. SEQUENCE. SUBSTITUTION OF A PROCEDURE FROM ONE MET'FIOD TO THE OTHER O SEALANT AT SIDING O SHIELD 1 EFFECTIVENESS AND DURABILITY IN SERVICE. IT DOES NOT COVER A5PEC75 1.4 TH15 PRACTICE COVERS ASPECTS OF INSTALLATION RELATING TO THE IS NOT PERMITTED. ONON-HARDENING SEALANT i 5 RELATING TO THE SAFETY OF THE PERSON INSTALLING THE UNITS. 5.4.1.2 6 EN THIS PRACTICE PROVIDES MINIMUM R IN AN ME EC THAT WILL HELP TO U TA15L.1 A STRIP OF APPROVED FLASHING MATERIAL SHOULD T AT LEAST 7 1 ENSURE 711E INSTALLATION AI Y/IGREAT IN AN IN Wt VE MANNER. STNTI FASHION INCHES WIDE. FLASHING SMALL BE APPLIED IN A WEATHERBOARD 4 _ I Avorn I NA C REBUILIVIN"PRECAUTION VARY GREATLY,AND IN SOME KEN. SUBSTANTIAL FASHION AROUND THE RILL PERIMETER OF THE OPENING. $ yyy(((`iiiyyy ____ ADDITIONAL DARE AND PR WILL HAVE TO BE TAKEN. SILL,C APPLY THE FIRST STRIP MOEXTEN PA EACHA7 E BELOW THE a a a a a a a a a a a 5 I P THIS PRACTICE DOES HI PURPORT TO ADDRESS ALL RESPONSIBILITY THE SAFETY SILL,GUT IT THAT IT LONG TO EXTEND PAST EACH SIDE IN THE _ ____ q PROBLEMS ASSOCIATED IATCD WITH ITS USE. IT 15 THE D ESTABLISH OF APPLIE'�.50 THAT ITF16LRPROJECTS BEYOND THE VBIRTGAL FLASf/1N6 TO BE 5 ly SAFETY A V9E5 THIS STANDARD TO CONSULT AND ESTABLISH APPROPRIATE APPLIED LATER.(SEE FIGURE 2) ROUGH FRAMED OPENING j� SAFETY AND HEALTH P NS PRIOR AND DETERMINE T�APPLICABILITY OF BUT D.3 FASTEN THE TOP EDGE OF THE SILL FLASHING TO THE FRAMING, 6 'o WIDTH &HEIGHT LARGER IN /I SHIM dl JUST WINDOW TO ACHIEVE REGULATORY LIMITATIONS PRIOR TO USE. BUT ER NOT FASTS!THE A COHEIR EDGE,SO THE D UNDER RESISTANT BUILDING ACTT &HEIGHT THAN THE SQUARE PLUMB&LEVEL CONDITION. HEATH APPLIED LATER MAY Be SLIPPED UP AND UNDERNEATH THE FLASNIN&IN T ' ACTUAL FRAME DIMENSIONS USE CORROSION RESISTANT FASTENERS. 2.REFERENCED DOCUMENTS WEATHERBOARD FASHION.(SEE FIGURE 2) OF THE WINDOW. TO ASSURE FASTEN WITHIN 10"AND NO CLOSER 2.1 ASTM: 5.4.12.4 NEXT,FASTEN STRIPS OF FLASHING A7 EACH VERTICAL EDGE A SECTION AT � ,n ADEQUATE CLEARANCE CONSULT THAN 3"IN EACH DIRECTION FROM B 633'STANDARD SPECIFICATION FOR ELEGTRODEP051TED COATING OF ZING ON (JAMB)OF THE OPENING. RUN THIS FLASHING BEYOND THE SILL FLASHING Ab-SFYJTTER LEDGER II/20/00 rARDEE Tns/96 THE WINDOW MANUFACTURERS EVERY CORNER.SECURE WINDOW IRON AND STEEL' AND ABOVE WHERE THE HEAD FLASHING WILL INTERSECT.(SEE FIGURE S) LITERATURE FOR THE AROUND FRAME OPENING WITH B 7"'STANDARD SPECIFICATION FOR ELECTRODIEP051TED COATINLS OF CADMIUM 5.4J23 APPLY A CONTIN,'O5 SEAL TO THE BACKSIDE(INTERIOR)Or THE RECOMMENDED ROUGH EOUVILENT OF Go FASTENERS AT ON Ste. MOIRLTlF10 PLAFIGE NEAR THE OUTER EDGE OR A CONTINUOUS SEAL TO THE SHUTTER DETAIL HEAD DETAILOPENING DIMENSIONS 16"O.C.MAXIMUM, B 456"STANDARD SPECIFICATION FOR ELEGTiODEPOSITED COATINGS OF COPPER PERIMETER OF THE OPENING AT A POINT TO ASSURE CONTACT WITH THE (11) FIG. 1. ROUGH WINDOW OPENING FIG. 4. WINDOW INSTALLATION }y NICKE4pUS UR011UM AND µtOrEL PLUSCA µ1UP Bp CY$AE(IHTERION OFTHE MOUNTINS FLANGE.( FIGURE 4) SCALE:I'=I'-0" WITH 2X TRIM SCALE, 3"•1'-0" G 1%"PRACTICE FOR SELECTION OF VAPOR RETARDER FOR T®LMAL a o I a a a a a a a a a IKALATION' NOTE I-CAUTION MUST BE TAKEN TO AVOID DISRUPTING THE CONTINUOUS WALL SHEATHING(WHERE D T74"STANDARD TEST METHOD OF WATER RE515TAWF OF PAPER,PAPERBOARD SEAL. OI 2X6 FRAME xe ELEVATION OCCURS))VERIFY SHEATHING AND OTHER SHEET MATERIALS BY THE DRY INDICATOR METHOD' EDGES HYUSH WITH FRAME 2.2 AAMA 800'VOLUNTARY SPECIFICATION AND TEST METHODS FOR SEALANTS" 5A.12.6 THE WINDOW SHALL THEN BE INSTALLED IN ACCORDANCE WITH O LOWER BOARD OPENING SECTION O INSTALLATIONJOINED PROCEDURES. /V S OI EXTERIOR FINISH 3.DEFINITIONS FULL 1 FOR OF THE S ALLY JOINED MOUNTING APPLY SEAL AT CORNERS THE O 2X6 LED6ER TO SLOPE AWAY 3.1 M THE EL CORROSION-A FORM IO DETERIORATION HE METAL IN DISSIMILAR FULL LENGTH A THE SEAM WHERE METAL&FL E TOP(WAD) FROM WINDOW FOR DRAINAGE O EXTERIOR PLASTER, METHOD A: FROM S A ELECTROCHEMICAL C4NTHEMICAT REACTION THAT OCCURS WHEN CERTAIN DISSIMILAR 5.4.12.E NEXT,APPLY A CONTINUOUS SEAL HE THE TOP(HEAD)MOUNTING OVER WIRE MESH) EMBED BOTTOM�THE METALS ARE IN CONTACT IN THE PRESENCE OF MOISTURE. FLANGE AND EMBED THE BOTTOM OP SHE HEAD FLASHING OVER THE SEALANT O4 60 MINUTE&RACE'0'PAPER -- ---- - I 1 HEAD FLASHING AGAINST 3.2 RESIDENTIAL BUILDING-ANY BUILDING LEW OR INTENDED PRIMARILY AND MOUNTING FLANGE. CUT THIS FLASHING SUFFICIENTLY LONG 50 THAT IT WILL N 2 2 2X TRIM-5EE EXT.ELEV. THE PREVIOUSLY FOR A SINGLE OR MULTIPLE FAMILY DWELLING. EXTEND BEYOND EACH J4118 FLASHING. FASTEN IN PLACE.(SEE FIGURE 5) O5 26 6A.b.l.FLASHING -- -_ EXTEND SILL APPLIED SEALANT. %5 MOUNTING FLANGE-A FIN PROJECTING FROM THE WINDOW FRAME PARALLEL SS INSTALLATION � 60 MINUTE GRADE'D'PAPER 3 FLASHING (FLASHING GOES OVER TO THE PLANE OF THE WALL FOR THE PURPOSE OF SECURING THE FRAME TO THE 5.5.1 DEPENDING ON THE SIZE AND HEIGHT OF THE WINDOW,SHIM BLOCKS MAY o O6 &RACE'ICE t WATER SHIELD- HORIZONTALLY TO EALAN EXTEND HEAD STRIIGTURE BE REQUIRED UNDER THE SILL TO MAINTAIN STRAIGHT AND LEVEL CONDITION PROVIDE SOLID BACKING 2 4 WINDOW FRAME F A N7. PROJECT BEYOND / FLA8 FL BEYOND EACH AND TO PREVENT ROTATION. CONSULT MANUFACTURER'S RECOMMENDATIONS. w SEALANT BEHIND FLANGE I VERTICAL JAMB JAMB FLASHING.FASTEN �) 0 OT EXTERIOR FINISH 5 FLASHING APPLIED IN PLACE. 4. SIGNIFIGANGE AND USE 5.52 SHIM AND OCULIST THE WINDOW AS NECESSARY TO ACHIEVE A RUMB, m O 12" FLASHING FLASHING PAPER III LATER 4.1 THIS PRACTICE RECOGNIZES THAT EFFECTIVENESS AND DURABILITY OF SQUARE AND LEVEL CONDITIONS,AS HELL AS AN EVEN REVEAL AROUND THE q OSTKGO KEY AT EXTERIOR FLOATER, INSTALLED UNITS DEPEND NOT ONLY ON THE CHOICE AND QUALITY OF FRAME OPENING,5EGURING IT THE FULL PERIMETER WITH THE EQUIVALIEM OF ¢a $ $ SEALANT AT SIDING O6 ANRDENING T / AAPPLY CONTINUOUS LONG TOP(HEAD) SEAL MATERON THEHALS,DESIGN,IR PROPER A�YIORKMAHLIKEA4,Y OF A��ALLATION.Y AND PORT SYSTEM,BUT ALSO -INCANVOI FASTENERS M REQUIRE ADDITIONAL FASTENERS LOCATED FEAR 1�NGE OR O6 I MOUNTNG FLANGE. 4.2 IMPROPER INSTALLATION Or UNITS MAY REDUCE THEIR EFFECTIVENESS, PIVOT POINTS. FOR CERTAIN WINDOWS IT MAY BE APPROPRIATE TO FASTEN SEALT 6RAGE'ICE AND WATER' j EMBED BOTTOM OF HEAD LEAD TO EXCESSIVE AIR AND /ND WATER A 501 LEAKAGE,CONDENSATION AND MAY THE HEAD IN A MANNER TO ALLOW FOR POSSIBLE DEFLECTION. SHIELD 1 FLASHING AGAINST PROMOTE THE DETERIORATION OF WALL CONSTRUCTIONS,WINDOWS,DOORS,AND 5.53 IN EACH DIRECTION FROM ALL CORNERS THERE MFT BE A FASTENER 'O T M 8 ; SEALANT(FLASHING THEIR RESPECTIVE FINISHES. ADDITIONALLY,IMPROPER INSTALLATION OF WITHIN 10 INCHES,BUT NO CLOSER THAN 9 INCHES,TO PREVENT FRAME -- 08 3/4'KEY 1 GOES OVER SEALANn7� METAL UNITS MAY RESULT IN ACCELERATED CORROSION OF METAL FRAMES, DISTORTION OR FRACTURE OF JOINT SEALS. 4 m I EXTEND HEAD FLASHING TRIM,ANCHORS,FASTENERS AND FINISHES. 5.5.4 IN ALL GASES CONSULT MANUFACTURERS INSTRUCTIONS FOR ANY BEYOND EACH JAMB 5 2 FLASHING.FASTEN IN 43 THE APPLICATION OF THI5 PRACTICE ALSO REQUIRES A WORKING SPECIAL PROCEDURES OR APPLICATIONS. I PLACE. KNOWLEDGE OF APPLICABLE FEDERAL,STATE AND LOCAL CODES AND 6 I REGULATIONS,SPECIFICALLY,BUT NOT LIMITED TO REQUIRED MEANS OF NOTE 2-IF ANY DAMAGE TO WINDOW FRAME JOINT SEALS IS OBSERVED DURING U 3 6 EVREGS AND REQUIREMENT5 FOR SAFETY GLAZING. CONSULT WITH LOCAL INSTALLATION,IT MUST Be REPAIRED BY THE INSTALLER. BUILDING CODES PRIOR TO INSTALLATION. J� q APPLY SILL FLASHING KN P E APPLICATION OF THIS PRACTICE ALSO REQUIRES A WORKING OTHER WHERE R ALS B-OTHERRESISTANT&U S MAY PAPEZ INSULATING P BOARD,OR mA D 6 I HORIZONTALLY BELOW THE SILL. KNOWLEDGE OF THE TOOLS,EQUIPMENT AND METHODS NEGC-55ARY FOR THE OTIHI'JR MATERIALS LN OTHER TRADES MAY GONSTTUTE THE PRIMARY WEATHER I ^ .______--_ FASTEN THE TOP EDGE OF THE SILL INSTALLATION OF WINDOWS. IT FURTHER ASSUMES FAMILIARITY WITH BARRIER BEHIND THE EXTERIOR WALL FINISH(IE.STUCCO,MASONRY, 4 ' - - FLASHING TO THE FRAMING BUT DO CAULKING AND SEALING AND WITH&LASS HANDLING PROCEDURES,PAINTIN& SIDING,ETCJ,OWNER/6EERAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT Li Z NOT FASTEN THE LOWER EISDIE SO THE WHERE APPLICABLE AND AN UNDERSTANDING OF THE FUNDAMENTALS OF THE HEATHER BARRIER I5 CONTINUOUS BY EFFECTIVELY 5EALIN6 THE MATERIAL O 0 SECTION AT WE RESISTANT BUILDING PAPER A W6-IB w1-ITC RESIDENTIAL CON57RUGTON THAT AFFECT THE INSTALLATION OF THESE UNIT5. TO THE WINDOW FRAME.(SEE FIGURE 6) SHUTTER LEDGER IIl2o/oo aARv� ins/ah APPUED LATER MAY BE SUPPED UP 58 SFALfW7 REQUIREMENTS Z~ &UNDERNEATH THE FLASHING IN < WEATHERBOARD FASHION 5. PROCEDURE 5.6.1 SEALING/CAIULKINd,REWIRED BETY�NN THE WINDOW AND THE FLASHING -I 5.1 FRAMING REOUIREMENTS-THE ROUGH ROUGH FRAMED OPENING TO RECEIVE CAN BE ACC.OMPLISH�WI7H GAULKIN6 CONFORMING TO AAMA BOO,OR USE 22 JAMB DETAIL 8 FIG. 2. SILL FLASHING (MOISTOP) FIG. 5. HEAD FLASHING (MOISTOP) WIFDOY/SHALL BE SUFIGIMMY LARGE IN WIDTH AND HEIGHTS THAT THE SEALANT RECOMMENDED AND APPROVED HE ROVED BY T SEALANT MANUFACTURER Of SHUTTER DETAIL p SCALE:I"•I'-0" WITH 2X TRIM SCALE. 3"•PTO" ACTUAL FRAME 171421,5IONS OF THE WINDOW. TO ASSURE ADEQUATE CLEARANCE, 5.62 SOME EXTERIOR WALL FINISHES REQIRE ADDITIONAL SEALING BET EETI W w THE FRAMER.HALL CONSULT THE MANUFACTURER'S LITERATURE FOR THE THE PERIMETER OF THE WINDOW FRAME AND ADJACENT FINISH WALL MATERIAL. Z Z WHERE RECOMMENDED AS PART OF MIN.VERTICAL REGOMiMENIDED ROUGH OPENING DMENSIONS. THE FRAMING SHALL BE PLUMB, 0YNER/6ENERAL CONTRACTOR 15 RESPONSIBLE FO IDENTIFYING THE NEED FOR w- EXTERIOR WALL FINISH SYSTEM INSTALL LAPS PER CODE SQUARE AND LEVEL. (SEE FIGURE 1) ANY ADDITIONAL SEALANT WHICH WILL BE APPLI R ED BY OTHERS. SUCH SEALANT �. O Y10M FRAMED SHUTTER ^vCE CLEVATON BUILDING PAPER,APPLY WEATHERBOARD 52 PROTECTION FROM DISSIMILAR MATERIALS SMALL BE ELASTOMERIC MATERIAL,COMIPATBLE WITH WINDOW FRAMING AND FASHIION STARTING FROM BOTTOM 5.21 ALUMINUM PRODUCTS SHALL LE ISOLATED FROM DISSIMILAR OR ADJACENT WALL MATERIALS.(SEE V16LRE 6) O= O STUCCO KEY TO TOP OF WALL CORROSIVE MATERIALS WITH A NONCONDUCTIVE COATING OR SEALANT MATERIAL. 5.1 FINISH AMC,SEALANT PROTECTION ♦-H- �INp'1 522 ALL FASTENERS SHALL BE CORROSIVE RESISTANCE,IN ACCORDANCE WITH 5.1.1 CAUTION SHALL.BE USED TO AVOID DAMAGE TO WINDOM5 DURING AND K O FXX4 BACKING A KKIING TO SLOPE A AY I_ -_ INSULATION B APER ASTM B 6$3,B 166 OR B 456. AFTER INL57ALLATION. PRIOR TO INSTALLATION,STORE W NDOWS IN A NEAR o A 3 LL �VOEARRD,OR OTHER 53 FLASHING REQUIREMENTS-PROPER FLASHING AND/OR SEALING 15 VERTICAL POSITION IN A GLEAN AREA,FREE OF CIRCULATING DIRT OR DEBRIS (BEVEL TOP 1/2") I ___ _ __.� FLASI NG AAD-DYER TOP NECC-55ARY AS A SEGQmARY BARRIER TO PREVENT WATER PROM ENTERING THE AND PROTECTED FROM EXPOSURE TO WEATHER Elm. MIN. WALL BETWEEN THE WINDOW FRAME AND THE ADJACENT WALL MA I-1AL5, 5.12 FIELD-APPLIED PROTECTIVE COATINGS CAN DAMAGE WINDOW SEALANTS /� K 0O O4 60 MINUTE GRADED PAPER I j OF NAIL ON HEAD HORIZONTAL FLASHING AND/OR AN APPROPRIATE METHOD OF SEALING SHALL BE DESIGNED AS AND GASKETS AND ARE NOT RECOMMENDED. CONTACT THE WINDOW V I LL O' FLANGE OF WSW PER PART OF AN OVERALL YIEATHER4RE515TIVE BARRIER SYSTEM. IT 15 NOT THE MANUFACTURER BEFORE APPLYWS ANY SUCH COATINGS. 1 w C en GUTS PLASHING i 1 RESPONSIBILITY OF THE WINDOW MANUFACTURER TO DESIGN OR REC.OM"END A 5.13 MA KIN&TAPES SMALL NOT BE USED ON WINDOW SURFACES AS THEY MAY J In vx 1 �E FLASHING,SYSTEM APPROPRIATE TO EACH JOB CONDITION. CAUSE DAMAGE WHEN THEY ARE REMOVED. <^ 6 o b &RAGE'ICE A MITER'SHIELD- IO WINDOW FRAME W/GOUT. (- 7rd COl1RSE 5.1.4 5711000 OR CONCRETE LEFT TO CURE ON FRAMES AND&LASS WILL DAMAGE w PROVIDE SOLID BACKINS 1 SEALANT BEHIND FLANGE OF BUILDING / THESE SURFACES. REMOVE AND GLEAN ALL SUCH MATERIALS PROM 5LRFAGE5 a G2 m 'o O exTeRloR PLASTER o/wlRe MESH i I I PAPER BEFORE ANY CURING ACTION TAKES PLACE. �- H R.., ,q `O O 2X TRIM-Sm EXT.ELEV. 5.1.5 GLASS AND FRAME SURFACES EXPOSED TO LEACHING WATER FROM MEW W CONCRETE OR STUCCO MUST BE RINSED IMMEDIATELY WITH CLEAR WATER TO w F I i 03 60 MINUTE GRADE'D'PAPER / PREVENT PERMANENT DAMAGE. S D' O EXTERIOR FINISH ; REVISED 12/26/g8 cl Z v Z c`i z F [z (IF EXTERIOR PLASTER, 2 idOF BUIIDING T yH i i OVER WIRE MESH) I PAPER 4 ai i OS 12"M015TOP FLASHING PAPER 5 i j I . NON-MARDEHIN6 SEALANT I 1 EXTERIOR WALL FINISH OL 6 1 9 8 OF COURSE Q 3 i ; OT 3/4'KEY ; PAPER FIN FINISH INSTALL }W a Q 2 I 08 &RAGE'ICE AND WATER' I JAMB FLASHING AT BOTH SIDES OF RECOMMENDATION. SO AEME EXTERIORN `Z OPENING EXTEND BEYOND SILL F_ IF-O SHIELD 3 FLASHING&ABOVE WHERE HEAD FINISHES MAY REWIRE FM CV 4 ,______________ FLASHING WILL INTERSECT.LAP SEALING BETWEEN THE Ul Z JAMB FLASHING OVER TOP OF SILL PERIMETER OF THE YY Q Q GWTTER DOCKING UNATTACHED AVE BOTTOM EDGE SUP BOTTOM OF JAMB FLASHING WINE W RAMMEFlNID 4;LL Q< O o- BI_IB wll eD a d AT 5TRGG0 1An6 PARDEE T/s/a6 PAPER A BOITTOA7 6F WINDOW SILL O p O STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH �m SHUTTER DETAIL 23 51LL DETAIL 19 FIG. 3. JAMB FLASHING (MOISTOP) FIG. 6. PRIMARY WEATHER BARRIER INTERNAL MOUNTING FLANGE IN WOOD FRAME CONSTRUCTION 3 � � W /�^�' SCALE:r=r-0' WITH 2X TRIM SCALE. 3"•I'-0" U W APPLICATION BY OTHERS �I�f W 68 _ O &ARA&E DOOR O POST 1 O 5 9 O EXTERIOR RASTm I�IDD 0 O Z 3 FACE OF MALL FRAMING PLAN O/WIRE MESH f }(f� TO m Q 0 O OADER O BEYOND `',SEE FRAMING PLAN)LL `/ (50 FRAMING PLAN) O-� a 2 2 HE ] O I1p��' //� O GARAGE O 2X JAMS TRIM 2 V.PAPER j Ipll ZyL Q V (D U�)J M L) 3 DRIVEWAY O 60 MINUTE 6R.ADE SEALANT OVER FLANGE 1 pZ N 1yy�L1 F L� O Q^ Q O I 1 ZGp O ^�(Wj GLAD 4 M015TOP'FLA5HIN5 LO PAPER(12'WIDE) O W> O60 MINUTE PAPER GRAB I O 12"1HOISTOP' ; 2 - Q_W C 00 0 i 1 WINDOW FRAME W/COHT. OI EXTERIOR PLASTER ; FLASHING PAPER 1 F V O O ih Q O6 OROMN GOAT O/ O/WIRE MESH SEALANT BEHIND FLANGE i HINDOA FRAME I SCRATCH GOAT 1 4 2 I O SEALANT BEHIND FLANGE 1 I O M015TOP'FLASHING 2 60 MINUTE GRADE'D'PAPER I 1WU1 W OT EXTERIOR PLASTER 1 5 O j 4 O EXTERIOR PLASTER O/ 2 1 PAPER(12"WIDE) 3 ; 3 i _p Q 0 8 ( O MOULD --------- __ ___� 3 12' MOISTOP'FLASHING PAPER 3 1 O WIRE MESH O 60 MINUTE 6R.'D'PAPER 6 (EE UPRRz 4 POST-SEE FRAMING PLAN 5 I 3 60 MINUTE GRADE'D'PAPER 4 1 - W SLOPE _ 4 O 5 EXTERIOR PLASTER O/ ' O 12'MOISTOP'FLASHING PAPER 1 04 WINDOW FRAME YV GOUT. 9 5YNrHETIc LAN)STONE 8 SEALANT BEHIND FLANGE I 1 SSj J VENTER WIRE MESH 3 1 _ Q o Z 2 oo 4 (chi NEW 63-IOD WI-3D wl-3D WI-50D wl-ID in f 1--OlOPO/01D 0I/04/02 II/20/00 FARDEE 1/15M6 PARDEE r/IS/96 I'ARDEE I/ M6 1'ARDEE 1/I5/P6 tY.N N GARAGE THRE5HOLD (241GARAGE DOOR JAMB (2� VERTICAL MULLION (161SILL DETAIL 12 JAMB DETAIL $ HEAD DETAIL 4 z �U AT FIRST TLOOR SCALE,5'=1'-O" SCALE, 3'•I'-0' SCALE: 3"•1'-O' SOALE 5"=1'-0' o SCALE: 3"•I'-O" (SEE ELEVATION) O O/ IN)REIOMMIN PLASTER O CONT.SEALANT ��O 4 BEHIND FLAN&E O2"TRIM I 2O 60 MINUTE 6RADE (SM ELEVATION 'D'PAPER O 'NWISTOP'FLASHINb 3 PAPER(IT'WIDE) 8 I 60 MINUTE GRADE'D'PAPER TRIM OFRONT O FOAM TRIM, O SEALANT (MIN.al 2 ft.Far)YN LOOT 2 O 6 PAPER GRADE B T__-- ] 12"M015TP'PLASHIN&PAPER 1 (SEE ELEVATIONV 3O EXTERIOR PLASTER O/WIRE hESH O5 CLEARANCE PER 51DIN 4 EXTERIOR PLASTER 5 EXTERIOR PLASTER 0/q I lO EXTERIOR PLASTER y O WIRE MESH T 4O FEADER-SEE FRAMINb PLAN I O/WIRE MESH a a a a MAR_INSTRUCTIONS 4 5 O 6LAS5 FIBER MESH O/WIRE MESH S O/PRIMER AD+L'NVL 2X PURRIN& 4 2 FOAM TRIM SO SHIM SPACE AS REOD. - O HEADER-SEE FRAM'&.PLAN 4 OCOLOR COAT v 4 ( O (SO PLAN) T O/BROWN GOAT 2 bO ONE PIECE MILLED DOOR 2 I 2 O ��METAL 3 I,TM015TOP'FLASHING FRAME I O O/PRIMEREARDHES VE mxrLAIN PAPER b ___ O POOR 4 _ ____ I I 4 4O 60 MINUTE GRADE'D'PAPER 5 -1 4 2X FURRING AT 16"O.G. 3 I l O HEADER I O WEATHER STRIPPING (SEE FRAMING PLOW 1 5 WINDOW FRAME YI/COW 2 O T 5 WINDOW FRAME W/CONT. I z b I SEALANT BOTH SIDES SEALANT BEHIND FLANGE 10 qO SNGGO MOLD 1 ( 5 OF FLANbE 6 1 1 L^ 6 COLOR GOAT 1p IO I 6O COLOR GOAT 1 3 I T HEADER-SEE FRAMING PLAN 10 GL HE IP/IEBER MESH O/PRIMER II •I I ?O FOAM TRIM 3 "' 2 L I O/BROWN GOAT 5 a a a a a a a a a a a 1 1 8 60 MINUTE GRADE'D'PAPER S I I DOLOR GOAT _ I/4" q OOLASS/PRIMER R MESH E O FOAM TRIMO/BROWN GOAT - I ' b O 12"M015TOP PLASHING PAPER q q MIN. 2 4 3 9 b O Cow. O�FALANG50TM CONT.SEALANT MOD. T2-25D r3_61 WhbD Y12-lOD 17230 W2-ID II/20/00 0230114T/G30.179 10/IS/S/OI IV20/00 PARDEE I2/b/95 PARDEE q/26/94 PARDEE I2/6/95 CORNER TRIM 21 EXTERIOR PLASTER TRIM BAND 17 HEAD AT FURRED-OUT WALL 13 WINDOW HEAD AT FURRED-OUT WALL 9 HEAD AT DOOR WINDOW HEAD SCALE:3"•1'-0" SCALE,1 I/2"•I'-0' SCALE:3'•I'-0' EXTERIOR PLASTER O/FOAM TRIM SCALE (1 , 3"=I'-0" EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"=1'-0' EXTERIOR PLASTER O/FOAM TRIM SCALE: 3"_i'-O" a a KM a a a a a a a i OI 2X2 BLOGKIN O So mimrs ti PAPER oRAvE O Y=0-FRAME SEALANT 4 5 /1 O2 2X2 TRIM BEHIND FLANGE (SE£ELEVATION O2 `VENEERTIG STOSYNTHENEO NOISTOP'FLASHING 9 O2X BARGE(SEE ELEVATION) PAPER(12"WIDE) 2 �� O EXTERIOR WOOD SIDING 1 O SCRATCH GOATBROM COAT / 1 O 60 MINJTE GRADE b'PAPER 4 lO WINDOW FRAME W/CONT. O4 2X FRAMINS 2 SEALANT BEHIND FLANGE i w (SEE PLAN O4 EXTERIOR PJ.5TER lO EXTERIOR PLASTER O/ -- 2 o/WIRE MESH 3 2 WIRE MESH T O 60 MINUTE GRADE'D'PAPER T lO EXTERIOR PLASTER =6 [ SO FOAM TRIM, S O 2X FURRING AT 16'O.G. O/WIRE MESH �3 O3 12"7M015TOP'FLASHING PAPER y 8" (MIN.2 lb.PGF) O 2X FURRING - __ tifa O/BKDIW GOAT p (SEE PLAN I N LAYER 2 O 12'MOISTOP FLASHIN PAPER G (SEE ELEVATION 1 O3 12"'M015TP'FLA5HING _ .I PAPER ® FOAM TRIM 3 3 COLOR GOAT 1 O6 &LASS FIBER 1 O4 FOAM TRIM .l_ _ O/BROWN GOAT SSS ,d 4 MESH I PRIMER I O/BROWN COAT 3 O 4 8 60 MINUTE GRADE'D'PAPER '�---_ ADHESIVE g _____ _____ S POST-SEE FRAMING PLAN 5 O WINDOW FRAME W/CONT. 5O WINDOW FRAME W/COW. O DOLOR GOAT b SEALANT BEHIND FLANGE 6 6 © FINISH GOAT b SEALANT BEHIND FLANGE 6 b Oe EXPANDED METAL ') O &LASS FIBER MESH lJ O 6LAS5 FIBER MESH '•� 0 LATH T O/PRIMER ADHESIVE O/PRIMER ADHESIVE 6O FOAM TRIM O/BROWN GOAT ) I N 9O BEAM WHERE OGGU25 COLOR GOAT q g O GLASS FIBER MESH (SEE FRAMING PLAN I ___ _ ._.---___ O/PRIMER ADHESIVE " ----- 6 60 MINUTE GRADE'D'PAPER 5 B SEE PLANO CONT.5EALANT/BEHIND O ft q b (3"MIN) O COW SEALANT WINDOW FLANGE tLU)I�VI U BEHIND WINDOW Z Z V J FLANGE 'O�O v SEE RAKE DETAILS FOR aF OQ aF wolf f n INFORMATION NOT SHOWN MOD' �Q HERE I/20✓00 4060301q/D12D6 /20 03 1/240" PARD@ 0=6/5 PARDEE PLAN VIEW 12/b„5 PARDEE PLAN VIEW ,`y/ LLv l`p 6S ZF UO UJ A RAKE TRIM AT BEVEL SIDING FOAM TRIM AT SOFFIT JAMB AT FURRED-OUT WALL WINDOW JAMB AT FURRED-OUT WALL VERTICAL WINDOW MULLION (6 WINDOW JAMB am o�o p SCALE:I 1/2'•I'-O" 2� T 5T VENCER SGAd.E�9'=1'-0' 1 SCALE,9'•I'-0' 1 EXTERIOR PLASTER O/FOAM TRIM $GALE: 3"=I'-O" (10 EXTERIOR PLASTER O/FOAM TRIM SCALE: 3'=1'-0" mO 9O WZ EXTERIOR PLASTER O/FOAM TRIM SCALE: 3"=I'-0" J_jW O OI 2X BLACKING OI HEADER OI WINDOW PRAME (SEE FRAMING PLAN) W/COW.SEALANT UIZ Ulm O O 2X2 TRIM I BCHINO PLANE DN D F� (SEE ELEVATION) O 60 MIILTE GRADE 2 G 1 6 lO EXT.PLASTER O/ R' TJ'PAPER O MOISTOP'PLASHIN 2 WIRE MESH O3 RAFTER TAIL T PAPER(12'WIDE) 3 6RAG0'ICC�WATER �QQQq O4 EXTERIOR WOOD 510INS 5HIELD' 5 1 O SO miwrr b'PAPER&RADE 3 _ O (SLOPE TOP 1/2")EXTERIOR r� O O MESH PLASTER 4 EXTERIOR PLASTER Ir 1 s O PAPER FLASHING HEADER-5E:E FRAMING PLAN WINDOW FRAME W/GONT. I WU- C4 Of O O/WIRE HCSH T? O L - O SEALANT BEHIND FLANGE Od. 'p:q" 1 O 1/2" O 60 MINUTE bR4DE'D'PAPER 6 i- 2 FOAM TRIM SO 26 6A 6.1.FLASHIN q ,I � O 60 MINUTE GRADE b' O SEALANT BEHIND FLANGE 5O 2%FRAMIN L '�+ PAPER 3 DOOR FRAME W/GONT. O O/BROYAI COAT B J R7 •Q b W umi 6 r- TRIM (S@ PLAN f'EE ELEVATION 11, - 1 WINDOW FRAME W/CON7. q 360 MINUTE bRADE'D'PAPER2 O6 HATER'ICE t 1 SEALANT BEHIND FLANGE TOEXTERIOR SIDIN LAP P SHIELD' I6T 12"M015TP'FLASHING PAPERGLASS FIBER MESH O/LAP PAPER n 1 6 FOAM TRIMPRIMER ADHESIVEPROVIDC 2X SOLID MIN.3' 1 O/BROFAI GOAT BACKIN FOR&RAGE 2 ' 6 G 4 _.__.. EXTERIOR PLASTER O/WIRE MESH " I 2 PLYWOOD BODKIN 1 1 6 FOAM TRIM T J q O 12'MOISTOP'FLASHING PAPER 5 :� z tTOt F fa 'ICE t WATER 91aldD' O 2%BA OV B OR 4 AT&RAGE'IOC i 7 O GLASS FIBER O/BROWN GOAT 10 MESH O/PRIMER b TO COLOR COAT __ O ME PRIOR PLASTER O/WIRE 4 3 WATER SHEILD' ADHESIVE i I � I ;��Fo p O8 DEL 2X4 TILL 11 i O COLOR GOAT 8 O II Ob &LA%FIBER MESH O/PRIMER O COLOR GOAT m FLIRRIN L___ L___-' •I 3 ^ a- q &RAGE"ICE R WATER ADHESIVE T q 6 « 2 4 9O FOAM TRIM,SLOPE TOP SHIELD" 4 O O0 COW.SEALANT BEHIND 4 (MIN.2 Ib.PCF) y q GONT.SEALANT BOTH p O/BROHN COAT CONT.SEALANT 1 SIDES OF FLANGE WINDOW FLANGE 10 &LASS FIBER MESH BEHIND WINDOW FLANGE SEE RAKE DETAILS FOR O O/PRIMER ADHESIVE MOD II 2X SOLID BLOCKING, INFORMATION NOT 5HOWN W }}:T� Q HERE 72-27G II COLOR GOAT WI-IOD W2-12D D2-ID W2_3D � <l O PARDEE 12/6/45 02302252/0121D2 SAVE TRIM AT BEVEL SIDING 20� EXTERIOR SOFFIT 63-04 SILL AT FURRED-OUT WALL O2 WINDOW SILL AT PURRED-OUT WALL PARDEE q/2T/94 PWINDOA SILL 2/6M5 o LL6T� HEAD AT SLIDN6 DOOR �f U$y�.J8(6�71 '^ SGALE.II/Z'sl'-0" �� SCALE:3'=I'-0" SCALE:3"=1'-0• (1,3 11EXTERIOR PLASTER OVER FOAM TRIM SCALE 3"=1'-O" F ,lS N ~195 EXTERIOR PLASTER O/FOAM TRIM SCALE: 3"•1'-0' EXTERIOR PLASTER O/FOAM TRIM SCALE: 3"=I'-0' IIl N N J N Z O2X2 BLOCK O AINDCHCON FRAME O NESCO FALSE CLAY TILE OUTLOOKER OI K/ViNDCAWNW FRAME O W CONT.SEALANT (3 PIECES,6'DIAL I/2 ROUND) T MV CONT.SEALANT ��R�� � O O2 EXTERIOR FINISH ECHIND FLANGE BE 1 FLANGE G O3 bO MINUTE GRADE 4' 2O ROOF MATERIAL-SEE ELEV. y I FOAM PLANT-ON5 8 PLASTER NOTE: f V = m<,� } y O MOISTOP'FLASHIN O2 M015TOP'PLASHIN Q y�IIIUUU W N Z V'PAFER PAPER(12'WIDE) 3 EXTERIOR PLASTER PAPER 4 I LL µl w A+ N Q 716 4 6 A. SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL FOAM PER p> ZZW LL co (D =W O4 GRACE'ICE 4 O 60 MINUTE GRADE 4 GABLE END TRU55 EE O '0 MRLSR bRADE SLOPC I":12' ARCM D FLO R PLANT AND DETAILS WITH A DENSITY OF I W.TI 6 W W U W d !n J I U HALM SHIELD' 'D'PAPER BALLOON WALL-SEE FRM'6. b'PAPER SECOND FLOOR LOCATIONS,AND 2 Ibe.AT FIRST FLOOR LOCATIONS 14 B O 3 1 (II».PER SQUARE FCOV) FOAM 5HAPE5 SHALL BE APPLIED OVER THE O 2%BACKIN OR PLYWOOD �L q 4O EXTERIOR PLASTER 3 OS 2X BLOCKING. 5 O4 NON-HAIRDENIN 1 BRGWI GOAT USIN"0146A DRY EOHD"ADHESIVE SYSTEM HIPS. BACK IN AT 6RACE �'J� O/WIRE MESH ///��� 2 SEALANT I BY OMff6A,INC.OR APPROVED GGYIAL. (� Z G�1 j FF Lim O a-6 'ICE 4 WATER SHIELD' R•y" 9 3 4 .I l D)6RP.GE'ICE 6 WP.TER SHIELD' 9' SUBCONTRACTOR 54ALL CONFORM WITH ALL MATERIAL AND INSTALLATION O WINDOW FRAME MV CONT W Z<W � O O FOAM TRIM•SLOPE TOP 1 V[ O5 BRICK vENE9R 2 RKOMMENDATION5 OF MANJFAGT)RER. 5UBGONTRAGTOR SHALL GUT SEALANT BEHIND FLAKE " ELLJ i Z U U N Q O6 26 GA G.1.FLA:HIN (MIN.2 11 PGF) 1 7 60 MIN.GRADE b' l .1 FOAM TRIM TO FIT TIGHT PlID 90VARE,UNDER NO GIRGUMSTANG�SHALL 2 Q }F v O/BROWN COAT (---- j BUILDING PAPER O6 SOLID GROUT 3 TRIM OF LE99 THAN TYELVE I11C.fE5(12"1 IN LBN7N BE INSTALLED. O FOAM TRIM Q Ob%b 01TLOOKER 1O - (SEE ELEVATION FOR SIZE1 2 OR AIR SPADE O/BROWN COAT (SEE ELEJATION I 4 I O 3 IIa�N+F O 4 6 6L'_FIBER MESH 1 3 60 MINUTE GRADE b'PAPER p 4 b SAW GUT DRIP O O/PRIMER ADHESIVE 5 `-T I 1 B. FOAM SHALL CE APPLIED OVER BIROMN GOAT BY COVCRIN BOTH THE I 1' 1 FOAM AND BROWI COAT SUWACE5 WITH ADHESIVE. FOAM JOINTS SHALL ® 12"MOISTP'FLASHING PAPER I 0. O2X&VERT.LEDGER 3 O7 COLOR COAT 6 I .1 BE BUTTED TOGETHER WITH ADHESIVE AND ALL JOINTS SHALL RECEIVE (5CE ELEVATION 1 5O HEADER-SEE FRAMING A MINIMUM O WIDE FIBERGLASS MESH OVER JOINT. ADHESIVE SHALL BE J HEADER I TYP. I .1 ALLOYED TO GURC 24 AVIOHOURS BCFORE H6 THE ADHESIVE ADDITION..WORK ON PLAN LL 10 3/4'KEY AT EXTERIOR O (SEE FRAMIN PLAN) T 1 S I THE BONDED FOAM TO AVOID DAMA6I V THE ADHESIVE BOND.CREINFORCIIOMPONENTS. l IU U SEALANT NON 1PIN& WN b I V51NO"LABS MESH 15 TO BE APPLIED OVER Al OF THIS FOAM COMPONENTS. © GLASS FIBER MESH ":M J 11 S 141; SEALANT AT SIDIN ---•1 VEIN"OMEGA DRY BOND"ADIESIVE. FOAM ADHE5IVC9 AND BASE O/PRIMER ADHESIVE COATS SHALL NOT BE APPLIED AHEN HEATHER 1 I `/ OR 15 LE55 THAN 40 DEGREES PAMRENf1CIT TEMPERATURE C%GBC55 ILO O COLOR GOAT `__-• 4'I __ `Y LI Y U LJ 5 8 O CONT.SEALANT BOTH SIDES OF WINDOW FLANGE AT HEAD I 6 c z (�i o MOD. 6ASLE END 6• 6' M� T ` ,�{pp T2-42G WB-15D RI-Ipc W4S0 W2�D m p m II/20/00 2TI-0222T/712D2 2/07,O3 os=]I9]/csos I/9/03 11/20/00 PARDEE PARDEE 9/25/'•4 OUTLOOKER AT RAKE 24 HEAD (2� OLAY OUTLOOKERS (161SILL WITH BRICK VENEER (12) STANDARD FOAM NOTE (8) HORIZONTAL WINDOW TRANSOM 4 SCALE: /2"=I'-O" EXTERIOR PLASTER OVER FOAM TRIM SGALC:3'•1'-0" 'S"TILE 1 1/2"•I'-0' 5c'NX,3'•I'-0' EXTERIOR PLASTER 0/FOAM TRIM SCALE: 3"=I'-O" O I I -LYHOOD SUBFLOOR ��" O O OI 2X STUDS�J ( I ItXl2 9TRIN6ER5(MIN 3) O 3 X 9 X I/4 X'JO LONG I ]]"X 30° MIN ATTIC ACCESS 8 IIO VOLT ELECTRICAL OUTLET Oj MIN.26 6A.6.L(U PIECE FLASHING 'MN(. I VZ"MIN. `/ STEEL ANGLE OR PER UFIL.SOTS (1 1/4"MIN 2 9/4"PLYWD TREADS 1 RISERS BO LEVEL COX V4 PLYWOOD O PROVIDE RETURNS AT EA. O PLYYVD TREADS/RISERS MIN 3/4") 2O (Z)3/8"VA.CARRIAGE BOLTS i9 O 5/0"FA5 CDXA&E X Y-MIN WIDE PLYWOOD LEVEL WORKING PLATFORM O EXTERIOR FINISH END MITER CORIIBRS 3 2XI3 STRINbERS MIN 3) PA55AbEWAY-20'-0'MAX TRAVEL FOR ENTIRE L@1GTH OF uwr OSHOVEL FOOTING DISTANCZ p IX COMIWOLIS O �- O O WOOD RAIL 4 5/0'TYPE"X"6.6.(WMEN REq'D) 10" MIN. (U.N.O.) O 2X4 THRUST PLATE ANCHORED O O O4 FRAMING MEMBER O4 8/8'DIA,X 2 1/2'LAO 111OUBLE FLR JOIST OR HDR. W/SHOT PINS AT24"O.G. 4 I]"CONCRETE EMBEDMENT 3 LTT L I%TUIpF LOHTROLLW/2"DIA.AA5HERS. O 2X4 P.T.D.F.STUD SHITED BY AT71C,AZZE55lSEB FRAMING FLAW BOl.T3 AT 46'O.G. 2X CRIPPLE WALL (SEE INT.WALL ANCHOR 2 O4 FAV SHALL BE LI5TW POR INSTALL-NOTES ON FOUNDATION PLAW 2%SOLID BLOCKINb S METAL ERAGKGT O6 2X4 P.TD.F.RATE 4 ABLE IN ATTICS AND A LCMBJST- PLAN VIEW In'bYP BD MOTLH AROUND 9TCCL AN6Ld ABLE FLOORING-CLEARANCES SHALL BE AS SPECIFIED IN THE LISTING b (90 Ibb.AZ•TUI�EFLTLTY'.MIN)T 6 2X BL4X HDR OR WALL V NOSING Oi ROOF SHEATHING W 1/6• YIHERC'OCCURS (� T INTERIOR FINISH 3 10" MIN. U.N.O. GAP BETWEEN SHEETS OAPPROVED METAL HANGER � 5 � � ] 9 4 (SEE STRUCTURAL.NOTES) 5 5 _ < h Oe 60 MIWTE GRADE 3'MIN RISE M1 y b'PAPER i - NT" 9 CHIMNEY STACK 2 1" NOSING O FRAMING MEMBER T REli/1RED HANDRAILS AT b r TILE b" STAIRWAYS SHALL BE WN- b 9 2 O INSTALL 2X SADDLE f TINUOUS THE FULL LENGTH aaaa 1<< a a a a BLOCK,WH6RE 2'MIN OF THE STAIRS AND MAY SNP SPACING 1 EXCEEDS Ib"OL. W INT I IED ONLY AT A 7 3 q / I' UND33.AS D 033.3FINED 114 UBG 3 0­71 26 GA.G.I.SADDLE T 1003.33.E 1 1003.S.3.T. i MELTS M—U S LOAD LnI&IREMENTS — LJ PER IA91 U.BL.TABLE 16-8 MOD MOO a SI-SC 51C MI2O� 6 1/ 51-IIG 1/ 023-04118/D4C21 � 12/8/04 02Y04118/DIC17 12/9/04 PARDEE B/28/95 STRINGER® WALL 21 STRINGER ® FLOOR 17 PONY WALL REINFORCEMENT n- D 13 HORIZON" ATTIC NTAL FAU SAE 9 HANDRAIL DETAIL W 1' 1.1n'•1'-0' W/1" NOSING Ian°.1•-o• xALE:un'-T-o aaaa aaaaaaa Oi GONCRETB 5rowO MORTAR BW w/ Oi coNCRETE STOOP SLBFLOOR I I0(MV E06E5 METAL O HEATER STRIPPING IPLYHOOD 9/4"PLYWOOD TREADS•RISERS O IX WOOD 8.45E O HEATHER STRIPPING 9 O DOUBLE 2x4 PLP.TE 1 O BITUMINOUSD PROVIVE WATING ON O T 3 6 O TMRESHOL COATI DE DOUBLE JOIST OR HEADER 9 2X FRAMING ATI6"O.G.9 9/4"PLYWOOD BITU-IINOVG COATING ON�I LA T AALUM HUM 4 RE TI APPROVED METAL HANGERS THRESHOLD FOR SEPARATION 2I/2"GYPSUM BOARDTE OR4 2%6 PLATE OF ALUMINUM l CONCRETE OROTHER AP ROVED PER 3 2%6 FRAMING OTHER APPROVED MF_ASURE TO b IOwOTHER APPROVED MEASLRB TO ZXI2 STRIN6ER9 MIN 3) SEE ISOLATE/PROTECT PER ] � O W k' G.B.G.20D43 PLAN S V2"COVE MOULD V G.B.G.2004.3 3 O BASEBOARD S O6 WALL FINISH O4 SEALANT 4 3 W, 8, 6 1'H O 50"LONG 3'X 3"STEEL O4 NON-HARDENING SEALANT 2 i 2 0 10" MIN. (U.N.O.) O GAMIC TILE S� CONCRETE SLAB SO CONCRETE SLAB ` 2111 ANGLE W/12'EMBEDMENT INTO 4 �D MORTAR BED Wl __ / H CONCRETE(PLEBE OCCLRS- 0. 5 FETAL LATH 1 BOND O6 JAMSILL LL.IN 4 S _ _" ` II O S@ FOUND.PLANS 4 d g GOAT OR ADHESIVE 9MT"JAM51 APPROVED EGUAL 1 q q T MLT O (2)3/0"DIA.GARRIA6E BOLTS < < C I Q INSTALLATION PER THRU STUD TO STEEL ANGLE t" NOSING MANUF.sPBcs. 1 0 Q LEFT,RIGHr AND iV 9 3 E CENTER SBGTIONS N• ] I 4 AS PROVIDED BY MANJF. 6 b 3 4 7 NOTE:ALL JOINTS • N SADDLE TO BE y Ili SOLDERED d 5 5 • • d '. 4 T 5 EI T .a V J.00 { W r n . '. . . MOD. ~ O DW SI-Dp 51-2C MI-TIC 0I-I110 RI4•G 51-29G 0 10/IO/02 023-04118/D4C18 12/9/04 PARDEE I2MM6 10/18/102 PARDEE 0/3)98 PARDEE 5/18/89 Z Q THRESHOLD AT SWING-OUT DOOR AT FIR-IT FLOOR SCALE.5=-0 22 STRINGER ® HEADER M/Z".r-o 18 KITCHEN BAR DETAIL MIe TILEx,� IIn.I'-0" 14 AT AT SWING-IN DOOR 3' -0' IO CHIMNEYAT ANY CHIMNEY SADDLE FLASHING DETAIL HIDER D 6 STUB WALL YV/ WOOD GAP xALB I1n.1'o 2 Z Z p /� w - OI APPROVED MANVFACT AZD TUB O CERAMIC TILE OVER LATH (I)PLYWOOD SLBFLOOR OI HANDRAIL O CONCRETE 5TOOP OI ROOF GAP W BAGKDRAPf DAMPER 1 OI INS PAPER('MOii T FEE 114E w AND MORTAR BED `V[ O2 SEALANT AT JOINT O 2 3/4"PLYWOOD TREADS/RISERS O (I I/4"MIW 2' O LEFT,RI6RT AND O ROOF LINE A9,MOWN BELOW M'�i09T W SIDES D.CAULK��N 0 ] LINE OF CICAAR POST BEYOND FHAX, CENTER S@C.TIONS ALL FOUR SIDES L O BULL NOW CERAMIC TILE TYP. 9 LINE OF BOOR Og 2XI2 STRINGERS MIN 3) (AHERE OCCURS) AS PROVIDED BY MA , O 2%6 FRAMING O FOUR 91DBSCAULK 'roWERE QLGVRS FLAN�E ALL ALL EXTERIOR PEIETRATION WALL W O O PAPER BACKED FETAL LATH ` O4 WA 4 DOUBLE FLOOR JOIST OR FEARER Q3 PLYWOOD SIAd'LOOR OR TREAD _\�, O O O W Q' v II MORTAR BED OR PLASTER � I �.:1 BALUSTERS: 3 THRE5110LD-PRINIDE 4 FLEXIBLE GOMEGTION � � O VVV BITUMINOUS COATING ON FROM DRYER 3 VENT o OF PARIS EELOW TUB 5 SIMP50N THA213 TRUSS HANGER 10"MIN. U.N.O. w 5 2X CRBTLE STUDS ( ) PROVIDE MIN.2 BALUSTERS THRESHOLD FOR SEPARATION AT I6'OL. OF ALUMINUM l CGNGRL U OR 3 5O ROUND VENT THRU ROOF N^ O VIA.SPHERE CANNOT PASS OTHER APPROVED MEASURE TO 1 W x N V a MR TREAD AT STAIRS ISOLAYMPKOTEGT PER b 6A1 REVERSE TEEI '., 3 I I — THR.SPH RE CANNOT P SS BALUSTERSG.BL.2004.3 6 OT CARPET o UNDERLAY 1"NOSING a O TO ISP �50'AT A 4" I O a ___________ PLATE(P,TD,P)2X TOP 4 BOTTOM X O7 G.I.GLEANOUT BOX k J (y 1U O 4 SEALANT A/ACCESS DOOR -`-- I` d E+ y m u 1 3 2 O "'VIA X 4 In'LONG LAS O CONGRER'SLAG 1, g --- 3 w W CD p�' �oop+. 3 SCREWS AT 6"O.G.STAGGERED, 3 2 0 = i IS ] MIN 3"FEIETRATION INTO FRAMING. O JA.M51LL SUARD \ / Q W � _ '" BY'.NM51LL,INC"OR Z v W p W y R (gUNTER5INK 1 PLUS AT GAP. r.�2 1 5HT MLT APPROVED EQUAL Y X 6 INSTALLATION RR I p (2)2X FRAMING(SEE PRAAMING PLAN) MANI SPECS. n 2 2 10 4 O8 INTERIOR FINISH o I F 2 I � Q a g T 4 6 1 d q 3 3 3 ALL INSTALLATIONS 5 F r N II COMPLY HITH SMALL 4 T 1 W Z qD COMPLY WITH yF-Y DI_2TG SOD}C 3 5 DI-I"ID TS,OF ��,50�43. MI-3B VENT OIL aQ O I/2/92 015-041I8/D4C 19 11/9/04 IOAB/02 10/18/02 PARDEE B/3/9B `° cn PAROEE\023-99100 O O Lu TUB 5HOWER ENCL05URE 23 STRINGER ® HEADER 19 4 O TYPICAL SILL-5LIDINCP DOOR DRYER VENT THRU ROOF TYPICAL FLASHING AT G.I. VENT f T7�y� W J AT CARPETED FLOOR SCALE.1 1/2"-I'-O' W/ 1"NOSING I.In'a I'-O" T AT FIRST FLOOR SCALE:3"-I'-0" 11 SCALE:1"-I'-0" 7 NOT TO SCALE UI `pQ< n' ~ ^ 1�1'-yl W W V) APPROVED MANJFAGTURED NB O LINE OF FLOOR /4°PLYWOOD TREADS l RISERS O FINISH GRADE O ROOF FRAMING O 6.1.GONE,SOLDER O ROOF FRAMING 9O 6.1.GONE,SOLDER �(a S O E > O TO BASE FLA5HIN6; TO BASE FLASHING; IU }F 2 SEALANT AT JOINT CIO/ LATH AND MORTAR DED AT PONY WALL 2 C.ONT.2X PLATE O EXTERIOR R.ASTBR OZ ROOF SHEATHING N i/6' CAULK CONT.AROUND TOP O ROOF V46ATHINO W/1/8" CAULK CONT.AROIRID TOP a c m Q 6 O/WIRE MESH SAP BETYEEN SHEETS SAP BBTHEIR4 SHEM a (9) BULL NOSE CERAMIC TILE TYP. II MORTAR�D OR PLASTER 9 PLYKro 5L9FLOOR (50 STRUCTURAL NOTES) 9 TYP.VENT (SEE STRUCTURAL NOTES) 10 W VENT Q W U N V[ OF PARIS BELOW TO 3 26&A.CORROSION- I1� /^�` N 4 TEMPERED 6LA55 SHOWER 4 2XI2 9TRIN6ER9 MIN 3) 1 O RESISTANT HEMP SCREED 2 O NOTCH TILE TO ACCEPT FLASHING 6 O NO—TILE TO—EPT FLASHINS O 'L���a � W =W M I 1 ENCLOSURE INSTALLED PER MPR 12 ACRYLIC BROKER PAN LINER 10" MIN. (U.N.O.) 5 8 w 10L1z Q 1n_ I V 5 DBL JOIST OR BLK'G O4 PRESSURE TREATED O4 SEAL PIPE TO BOTH PLASHING O4 SEAL PIPE TO BOTH FLASHING 15,J O C2 O2X CRIPPLE 5TUD5 O MORTAR BED DOU6LA5 FIR SILL PLATE WITH ROOFERS MASTIC,TYP. WITH ROOFERS MASTIC,TYP. 81'I�1m1 0 CD 1 Q bO 2X TOP!BOTTOM X _ OS 60 MINUTE GRADE iJ'PAPER 4 O —I LAYER.9 T M.FELT�MIN) O (30 lb.A.S�.TM.FELLT MIN) '' ~N 2 a LLI 00 a O PLATE(P.TD.PJ Q O6 CONT."ROPE'CAULKING 00 2 LAYERS AT LOW ROOF 4 2 LAYERS AT LAW ROOF 4 9 O4 1"NOSING 5 AND LAYBPLk AREAS 9 AND LAYBACK AREAS 7 BIMHAIE g T O WHERE CGGI)RS O6 LEAD OR OTHER TYPE FLE%IBLE 6 O6 STORM COLLAR-LAND FORM O CERAMIC TILE 3 ROOF NO KU MIN .SKIRT AROUND l TO TILE SHAPE l CRIMP OVER ROOF FROJEGTION.ATTACH B'VENT 6 0 8 S 3 TO TILE W/ROOFERS MASTIC ...11+' b 13 2 T . P O B'VENT DOLLAR _ ,:,;, Q 1Z(BJ t 0. . O7 S.I.BASE ,-'�' FLASHING Q 8 HANDRAILS SHALL BE GONTINXIIF _ BASHING SET J- IN MASTIC O VENT GAP THE FULL LENGTH OF THE 5TMR5 Y Z b 5BE 10 PER G.BL.CAPABLE F HIT AND SHALL I $ �1 g '1 T 5 S F 61 7 T 4 LOAD OPATT LEAST 200 1LroING A n '6 Z = / T `r a+•�� 1. S 5 APPLIED IN ANY DIRECTION AT "LLYLL - 13 ANY POINT ON THE RAIL PER 7 O 2 1' 2 •' ^ .I 1 td o Q ox 1 GB.G.TABLE Ib-B. 1 hT fd n 12 SUARDRAIL5 5HALL RE51ST A 20 Le �_�' -' 9 PER LINEAL FOOT HORIZONTAL INS FA RL PER O 51 — — _ ^.." O O I� 12/9/04 FORCE APPLIED AT RIGHT ANGLE 10/18/O_ —IIII I I I II I I II/20/00 PARDEE 5 1 KI-465 PARDEE 5 1 10 5/IT/95 C A N 3 III— — 5AIIR MOD TO TOP RAIL PER G.D.G.TABLE 16-8 Lac SW 25069 I-1111=11 - m W c- DI-I6G 5 S1-4C 52-ODD T3-ID RI-4G RI-9G PARDEE\023-99100 x�E.1 v2"--0.On124 D23-D41'B/D4�2D "- " (20 �A�.,3._,,-o. (16] yCgLE�3"-1'-O' 12 BARREL OR 5 TAIL (81 'B' VENT FLASHING AT TILE ROOF 4 8 TUB/ SHOWER ENCLOSURE STRINGER ® LANDING RAILING DETAIL WEEP SCREED AT GONCRETI= SLAB ROOF PENETRATION DETAIL W/ i NOSING 1.In 1'-o (PLUMBING VENT) CE WALE.1 v2-r-0^ BARREL OR 5 TILE WALE:1 1/2-r-0" o OI 26 6A.6.1.FLASwNS R COUNTER FLASHING O 4-MIN,MORTAR CLOSJRE AT O WOOD STOP 4' u H-I j. 6 O NI.S&.1. 2,12)NI& O UVDERLAYMENT(30 Ib. g I 2X FRAMING AT 16"O.G. WALL IS NOT 6ROVIED T SOLID 6ROJT OR AIR SPACE STEEL.AT 4.O.G. EXTERIOR PLASTER (MIN.SLOPE 2:12) .MIN,SLOPE 2HZ) AS.rM.FELT MINJ ��1 TOP OF HALL IF lO 5/0'sQ.W.I.OR TJBULAR I O O O3 SCUPPER AT SAVE(MIN.4-X 4') O wAFF R AT FINE O8 SPLASH DIVERTER O (DO NOT USE MORTAR) O/WIRE MESH O GYPSUM WALLBOARD O3 PLYWOOD 9HEATHINI6 O W/(U 3 1/2'TLONG LAO SCREW '� ® ® O2 6.1.FLA5HIN16 O/2X'. O3 3/6"X 3 1/2"LA6 SCREWS �, O LINE OF FLAT VALLEY BELOW O LINE OF FLAT VALLEY BELOW 9O 30 Ib.SWEAT SHEET UNDER O VENEER ANCHOR-RACE O BRICK VENEER PLAN VON STARTER BOARD YV I-LAYER THROUGH BLOCK TO STUD$ 4 ' FLASHINIS MIN.36'WIDE) ANCHOR ON Qi.OF STUD 3 I'$Q.W.I.OR TIBULAR]TEFL 60 MINUTE PAPER 10"WIDE,OVER ----_- 4 LINE OF SLOPING VALLEY BELOW(AT HALL) O LIME OF%OPINE VALLEY BP10N Op (y FLY 60 MURJiE GRADE b'PAPER O b bA,WIRE(CONY) HORIZ.RAILINS &RAGE'ICE AND WATER SHIELD' O4 2X4 LED&M 10 GONT.SEALANT BEHIND 2X LEDGER O ROOF SNEATNIN& O ROOF$HEATNINb O6 2X4 AT 1W O.G.(A5 REQUIRED) O 2X4 AT 16"O.G.(AS REQUIRED) O HIRE HOOK O BEAM(SEE FRAMING FLAW Z O •TREX"DECKIN& , O PLCONNECTIONS a a a a O5 2X BLOGKIPIG 1 O UDHRLAYMENTT(30 lb,AS.TM.FELT MIN) O4 )CST HANGER 2 g Ob VENT q I O6 2X FLOOR JOISTS SLOPE I/4" 5 OCONNTINJOUS BACKING 1 PER FOOT FOR DRAINAGE. O BOLTS,PER$TR)GTURAL, lO WATER HEATER PREDRILL/CAULK BOLT fi T O9 30 Ill.SWEAT SHEET T ELASTOMERIC DECKINRS O/ HOLES PRIOR TO INSTALLATION 6 FLEXIBLE BA5 COMIEGTION UNDER FLASHIN& 3 2 PLOGR:9NSATHIN6 MTALMIQIT O (MIN.36'AIDE AT/1ALL O 2X DECK JOIST$BE]TRLCT. ° O MIN.26 6A.1 1/2"WIDE O 10 CONT.SEALANT 4 O AND COUNTERFFLASHIN6 9 7O 2X LEDGER YY STVCCO OR CALWORNIA STATE 6ALVANIZED METAL STRAP p \ / 6 KCY-TYP l' v ARCHITECT APPROVED \ / O SLIPSFEET AS SPEC IV BY 5 EARTHQUAKE 5TRAPPINS _----- \ ELASTOMERIC MFR. T. O FLOOR JOIST,SEE STRUCNRAL PRODUCT \\\ \ /T Y._ 3 10 1 LAYER 60 MIN.&RD."D.PAPER j O METAL TwRESNOLD 10 IB"MT.MIN YVH PLATFORM 10C 2 " • 4444 4444444 EXTERIOR PLASTER 10 bRKO'ICE 1 'O T b ( RA") _ WATER SHIELD' 11 11 WATER T6HT PAN BENEATH 0 g I I IZ IX]TKCO$TOP WATER HEATER WITH DRAIN 6"FROM�� 19 6RAGE'IGE R WATER 5MIM lY II 9 MAC GRADE TO EXTERIOR P92 UPC SN7.T III pQQ 1 TOP OF WALL ° n INTERMEDIATE STUDS END STUD PAR2ee s1-2oc b y/p 1/4M4 DECK DETAIL AT 2ND FLOORAND IjWO3 OBYUPCCHAIRR4 b 9 10 T PLAN -0" WATER HEATER STRAPPING SMALL 10 Q AT AL.5L.DOOR ONLY SCALE. /2'=I' BE AT POINTS WITHIN THE UPPER S 6 S m ONE-THIRD(1/3)AND LOWER ONE- q q a a a a a a a a OO EXTERIOR PLASTER THIRD(II OF ITS VERTICAL IV-6 RE LEAD IA.DR DINENINONS.AT THE LOVER POINT SECTION 'A-A' SECTION 'A-A' OR 10 X 1/4DIA.DRILL 0/HIRE MESH A MIN DISTANCE OF FOUR 112. O3 G.I.STUCCO SCREED SMALL BE MAINTAINED ABOVE THE RC/AD ELEV VIEW HEAD,aALV.,WOOD CONTROLS AITH THE STRAPPING. DO r NIAN7HSR-SCREW IN 00 NO O9 6.1.FLAS4IN5 O/ZX3 PER LP{-$CC.SO.S. NO STARTER BOARD A/I-LAYER I 3 60 MINUTE PAPER W WIDE OVER 2 O LOCATE VENEER ANCHOR IN &RAGE'ICE AND WATER 2 6"MIN. 3/6'MORTAR JOINT 1 Q BEHIND 2X LEDGER O� �. O BRICK VENEER 4 T O4 "TREX"DECKING 2 p O4 8 6A.,6ALV.WIRE AT 2 eE BALVAN1xt9 pt OTeUueE 12 O JOIST- 3 4 4 3 W OF BRICK WYTE coAieP ro uwlen eePne9ia4 Ob BOLTS,PER STRUCTURAL, CC - FR4ONM�� N EVIAYTHE PRE-DRILL 1 CAULK BOLT 2' W. 11W1mIwL To mlSr b LRS. b HOLES PRIOR TO INSTALLATION MIN q a. Dr q T q \ m 3 FOIrcE/roa.'uEo wr wsllr,wxR 4 O 2X DECK JOIST,SEE 3TRUGTUR4L TOF R.VL Hb 2W LD3. O� S 2X 6 OD LEDGER W/ TUCCO KEY-TYP 5 Q [ 6 6 ' I SECTION 13 O FLOOR JOIST,SEE STRUCTURAL � 5 10 &RAGE'ICE 4 4 II WATER SHIELD' 10 T O u - II 80 MINUTE GRADE II Q - VENEER ANCHOR ANGNVOR SBAACIN61 b•PAPER I o -I SOLID&ROUTED- AIR SPACE- 4 4'MIN. 4'MIN. -f 16"O.G.HORIZ, 16.OC.HORIZ. W MAX. 6'MAX. d' r ^ SCALE-NONE IB"OC.VERT. 12'O.G.VERT. V)O v■■■///���,��1 LL 11/20/OO ]I-1$G J/4/g4 a A' 'A' 3� A, I v1-1c MOD. TOP VIEW M-ee 09 j a /?. I i1 A 02301011/G23D5 I'ARDEE V4N4 II/20/00 Z a. "/" "'N 1i 0" TYPICAL 4" VENEER GONSTRUGTION J W w -I- - 14 DECK RAILING DECK DETAIL AT 2ND FLOOR WATER HEATER BRACING m SCALE. 1/2"=I'-0' 1� 6 I] � Y SGALC:1 I/2'e 1'q" L Z� 13 11/Z".I'-0' SCALE:I".1'q" W W `> Z I w I 3 26 SA.6.1 FLASHING SET IN MASTIC 1 COATITHRESHOLD-PROVIDE BITITHRESHOLD 14 SEALANT BEHIND FLANGE O I/4"HARDWARE CLOTH 5 O ] O R L MIN.3" O 'ROM R5 TO ISOLATE TNRRSSHOLD 1 O WINDOW FRAME YV GONT 13 5 STAPLED TO BACK CLOTH O W 'ROM" PER G.B.G.20043 9 O T'01I FLASHING 2X BLOCK Z I �- 6 0 I 4 O 3OOF 6A.b.l.FL45HIN45 3 PAPER(12-WIDE 12 BLOCK _ j O VENEER ANCHORS AT 24'O.G. � 17 4 4 - -{�-- BLOCK"AS NEEEM D. 6 O NON-WIRDENIMS SEALANT 4 2 O3 EXTERIOR*RAPE RYWOOD 4 T 5 0 2 ' NV- O� O (SEE'EN ELEVATION LE/ATION BELOW \•� W(7 0 _ _ _ ( FOR SIZE AND SPACING) _ -- �p S O "TV"DEGKIN& _ 5 O4 SOLID&RC)T OR AIR SPAGB S �1^ d'N d O4 (2)FLY 60 MIWTE&BADE'D'PAPER O X SAVE BLOCK(SEE V) O &RAGE'ICE/WATER SHIELD' ELEVATION AND SECTION O (n 1 CN OS FINISH GRADE SLOPE,1.12 5 2Jt3"TREX'STARTER LAP PAPER N.3- VIEW BELOY'U ,,W �p�1' a 60 MINUTE&BADE b'PAPER 2 O 2X L(SEE pRAMIN6 FLAW O6 ZX I•RAMIN6 O4 INSULATION(REPLY[TO P\ lT� F'"' a(D W 0 ENERGY CALCULATION$ OT SC-ID bRdJT OR Al.SPACE I' 7O 60 MINUTE&TRADE 1• BY OTM@R5) p� / OB EXTERIOR PLASTER O/WIRE MESH O SHIELD LAP PAPER 6 SLOPE:I":12' 10 5 PROVIDE APPROVED W MIN.3" O 26 6A.6.1.FLASHING SAVE BAFFLE BETYHEEN W H W (O1: a i OB JOIST HANGER T 3 Oq BRICK VENEER (TRUSSES OR RAFROOF FRAMIN& TERS) SAVE AT TRUSS Q O Vl cR i R M (SEE FRAMIN&PLAW 0 TO PREVENT SAVE VENT ZDECK�JOIST ry = aoo� 'ry 10 2X B.AGKINb OR PLYWOOD S 10 6 ] HOLE FROM�IHG BLOCKED y 4" EQ EQ. Eq. 4" ��rl 4 O (SEE FRAMING PuNW V BALKING T *RAGE BY INSULATON 'I T L�1 'ICE t NWTCR SHIELD' SEE PLAN ITT- I• T O 3/4"KEY AT EXTERIOR II VENEER ANCHORS AT 24"O.G. T _ O OR X ROOF RAFTrK5�5 VARIER(SEE PLAN) IX JL- '�L�J-�11T-'-T� 2 SEALANT ATT SIVINSPASTER NS MAX.EACH WAY. DUP7E p ..d VARIES(°@ PLAw QC #JC U���� 5 b BLOGCIN6 A]NEEDED. �{1 O� Or I�� .. II EXTERIOR FINISH II 12 2X TRIM,SLOPE TOP 4 y7 L Xf J ()2"PIA. OC DC F - O O (5EE ELEVATION ELEVATION AT HOLES Q 12 6o MINUTE&BADE'D'PAPER IZ E F PLAN T- VIEW PLAN VIEW STYLES STYLED STYLED 1II 3 FLOOR JOIST(5M FRAMING PLAN 3 NON-HARDEWN6 SEALANT TRUssEs III 1N 5 W_ CV M-4615 RI-415 STYLI!A INLL✓�J-II 11/20/00 11/20= VI-2G 14 WEATHER STRIPPING 01-22D _I PI-13C R Q a II/20/LV O Iona/O2 '• �.. IV20/00 2 ' \.GLp'- LL Q�Q Q � G.I. CRICKET AT ROOF TO WALL 23 S.I. CRICKET AT "PLAT VALLEY" BRICK VENEER (PARTIAL HEIGHT) THRESHOLD AT SWING-OUT DOOR EXTERIOR POTSHELF °$��m AT'FLAT VALLEY" SCALE:I"•I'-0" 19me SCALE, 1°•I'-0" SCALE:I I/2'•I'-0' •5 AT SECOND FLOOR SCALE:3'•I'-0' 1 SG/J-E:1 V2".Y-O" So�6'({pL� v/ � J OI &RAGE'ICE 1 OI 5YNTHETIL STONE Q9 F Z^ Lu V7) Lu WATER 3111ELD' VENEER O �Y'T FRAME FF AANNkSET� OI WN?Ow rBAPR W/LONr. 1 OI wINAOW FRAME W GONr. 'M�' \,f. V' S o Z O2 60 MINYTE GRADE O SEALANT BEHIND Fl.P1lGE ° SEALANT BEHIND PL.AN6E p,fVgL S K ° g O O b'PAFER S 2 &RdN GOAT O/ O NJ Q``�- 10N ' N- O O) 2 6RACE'LER WATER SHIELD' O TAp15TOP'FLASHIN6 12 5 _.x.AT ) 4 ° IUQ / \ SCRATCH COAT I LAP PAPER MIN.S' O PAAPER 62'WIDEN° q \ N\" ®t' T� `/ m Q } 7 == PAPER(I2"WIDE 13 O EXTERIOR GRADE O O "DISTOP'FLA5MIN&PAPER E 4 b 5 2 10 Y 3 Sf\jGE \� LL � N 3 60 MINUTE GRADE T q 9 ' M' ] ° U Z O �i �S O EXTERIOR GRADE RYWOOD T 5 2 11 ) �Q F � PLYWOOD 9 EXTERIOR GRADE PLYWOOD b'PAFBR << I D' c` in O4 2%FRAMIHS O 2 O 4O EXTERIOR RASTER - -- _ �. __ , Z'12- 8 Q V/ W U Z 4 26&A.6.1. 4 60 MINNIE*BADE b'PAPER 5 to I' I �'- � O WEEP�� ® - - O4 EXTERIOR RASTER -_ _ ------ L^ SAVE AT GONV. pp v, I O/WIRE MESH 12 2'pl�m O J C7 I\ 5 EXTERIOR PLASTER r 12 O 26 6A&.1.FLASHING O/WIRE MESH 6 - 0.' 0/WIRE MESH 2,,� 5(MIN)1 C O PIN5H GRADE , O O GRACE'ICE 1 WATER SHIELD' O SLOPE:I".12' IO EO. EQ. EQ. EQ. W M 3 Z- a 6 X FRAMING W/5TI2 b LAP PAPS[MIN 9" 10 5LOPB:I":IZ' + 5 *BALE'ICE R WATER SHIELD' II >FF LL LAP PAPER MIN.3' N 4. C- OG PROVIDE PEEP 1101.E9 AT I6"O.G.TO LEDGER + + Li -- �- ' _u IN w� Ob BEAM(SEE 1ry� F •Y O FRAMINS FLAW 1 BP10W O &RAGE"K-E 1 WATER O X TRIM(5EE ELEVATIOW 0 O b'PAPER60 MWTE S T 9 -- Ob ZX FRAMING (3)2 UZ' Q ~ F m O OJ v a O 2X BACKING OR RYWDOD B X LEDGER w/I/2"0 X S" O 2X6 MIN AT 16"OC., O '60 D'PAPER 5 k) 6 9 �! DIA HOLES ® ® E 9MIE D" BALKING Ai&BALE 5 L 4 'ICE 1 WATER SHIELD' O 5LA6TA BOLTS MI 8"O.G., LAP AND SPIKE y}� I ]TA66ERED MIN.2'VERT. O 26&A.6.1.CORROSION- 1 SECTION ':_.G., ; <FO I W/(3)Nd NAILS 'N II 2X4 SPACED DEGKIN5 12 DO FOAM TRIM.SLOPE TOP b O RESISTANT Y!R°CREEP 4 HE PLAN .,..-:ELEVATION AT,. �L IL 6 (MIR 2 b.PCP)1 10 EXTERIOR PLASTER Y 2 O/BROWN COAT ',1 4 q FIWSH°BADE NOTES: GONV.FRAMING,.:., � O I O/WIRE MESH O GLA55 FIBER NESH 10 X BACKING OR PLYWOOD S ; S O T I 11 2X BACK OR RYW00P O/PRIMER ADHESIVE 4' 6` IG��'WATER AT RACESHIEL q 0 - I. SEE GENERAL NOTES AND PLAN 5PECIEILATION5 FOR ~ 5 ' IBALKIAT&RAGE 13 14 v. :v'... v. VENTILATION REQUIREMENTS. 10 CE 4 HATER SHIELD- COLOR GOAT II FOAM TRIM,SLOPE TOP 1 7 ' 12 3/4'KEY 10 4 3.EACH BLOCK PROVIDES APPROXIMATELY 12]R 1NLHO OF 2 g p _ I SEE PLAN II BEYOOND O/'BROWN COAT -'V f2 VI T perI Des vENrluTlox 1 13 SHAPED WOOD CORBEL (14'MAX) 3.MINIMJM SI SIZE 2 X 4 X 14 V2 1 OID tl eo bit w/A35 E/KH SIDE 12 0/PRIMER FIBER MESA I I= - 4.TRUSS FRAN'ED AREAS-I VENT BLOCK AT�YMY_;TryIRD BAY. ), r eU t - N U 1 O/PRIMER ADIESNE I- T3-/ - 1 BOD.O3 14 DRIP GL/T MOD. 19 COLOR GOAT - - PI-ITC E.D,AT EACH BAT. i.J, ' "`s U s U 8 LO I/20/� PARDEE/02302256nJ20D5 �-qC MOO MOD. 5.CONVENTIONALLY FRAMED SLOPED CEILM&AREA° I VBN7 E., E (1/20/00 023-04116/DS_I2C 8-I-04 02301110/DS_0G D-3-04 _ " J 4/30/OZ W U +/Z] SLOPING EXTERIOR PLASTER WALL SYNTHETIC STONE APPLICATION WOOD POT5HELF WITH CORBEL 16 EXTERIOR PLASTER POTSHELF 12 EXTERIOR PLASTER POTSHELPC.) SAVE VENT BLOCK DETAIL 1H Q z 01 SCALE /2'al'-0' 4 AT CONCRETE 5LAB 5GALE.3"=1'-0' 20 SLALE� /2'=1'-O' EXTERIOR RASTER O/FOAM TRIM SGPLE /2'=1'-0' No$LALe 4 O V(A SCALE. 1/3"'I'-0' O2%FURRINIb O ANCHORED ERICrK VENEER OI b0 MINUTE&RAPE 0EXTERIOR PLASTER (SCE ELEVATION 6 (SEE DETAIL) D'PAPER O/WIRE MESH I "50.STEEL TLBIN6 O 60 MIN.GRADE V'PARR 2 1 1/2"X 4"X 1/6'STEEL PLATE O IX NAILER,WEN ROOD DY M1FR. O O/"IRE MESH TER 1 O T2'PAIPCR GRADE O (MIN AND1RLA.YMENT(DO Ib.A,S.T.M.FELT MIND PROM uIL PE� 11 (� CEIL1 JOIST 9 4 AT WALL ATTANMHENT OEXTERIOR PLASTER 6 2 O Hh ADHESIVE MORADHERED(THIN) TAR O 2X FRAMING g Og FLOOR JOISTS SEC PLAN 3 DECORATIVE WI.SCROLL O 26&A.6.1.PLA5HIN5 INSTALLATION RECOMMENDATIONS (SEE RAW H ('�STRUCTJ O INSTALL PER NFIR SPECS ODROP BEAM-SEE STRUCTURAL O4 SOLID 6ROUT OR AIR 2 O O ALUMINIUM FRAMED 51GYLI6NT I SPACE O FOAM TRIN. M. 2 I 4 SLEEVES BEFORE SECURIN45N6 YIN ,PRE-DRIMLL AND PRO MAW O COLIRMI E ELEVATION O 2X CRIPPLES 0/1 BROFN COATLAS HOLES 5 (SEE ELEVATION) - g BOLT ATTAGIaAENT YLTIETAL SLEEVE AT LA6 O ROOF SHEATHING a a a a O D'PAPER GRADE 12 ____ 6O STEEL LINTEL 2 (g) DBL 2X BIOCKIN6 Ux Ob ROOF FRAMITIb AS REWIRED / b PER ENSINLR O MESH3/15M 5 O CONTINIOVS SEALANT ONDN-HARVEWN6 SEALANT T i O HEADER 2 T ADNCSIVE IMER 4 b 60 MINUTE bR'D'PAPER O bALVANIZED NAILS IN PRE DRILLED HOLES" _ 12 SEE FRAMINS 1- (OK AS SPECIFIED BY MANIFACTIREIV O PLYWOOD FOR PLASTER STOP 4 O COLOR COAT 6 1,- ___. _ 1 __ _.___-___. O EXTERIOR PLASTER OMIRE MESH 3 BRICKSOLDER VENEER S O WATER ICE SHIELD' O 2%D CURB MIND OCONCRETE PAD AT FINISHED ' O LATH METAL10 1 1/2'MIN.CCNTINJOU9 CANT STRIP- FLOOR HEIGHT-SEE FOUNDATION H O EXPANDED METAL O T PROVIDE POSITIVE ORAI%A6E TO 50TH ENDS 10 POST-SEE STRUOTURAL �'� ),/ LATH 2 D SEAM RAMIN PLAN) 2 II COW mv or elm-MUT GROUT PILL II Post BASE-Sff sTRUGTLRAL a a a a a a<qqol 12 EXPANDED METAL LATH / ;\ � TNIL 19 CANK.RETE PORCH SLAB / 1 2 i/ IES TO SOPFlT CONDITIONS THAT ARE 1 10"IN WIDTH OR LESS. MOD. I NOTE:THIS DETAIL APPL ra-2D T2-10 4 S �I-012a5/Db-2D 3-4-03 I/20/03 106-0212H/C14D3 13/S/03 BRICK SOFFIT 17 FOAM TRIM AT SOFFIT 13 50FFIT 9 5cALE:3"=I'-0' SCALE:1 1/2"=1'-O" vnrioN 44a4 4444444 ELEH 5 OW/EASED EEDSES O SEA HT BE IN NDN FLANGE I O WNT. COLOR GOAT 10 O 2X4 CANT.BETWEEN POST b O MOISTOP'FLAEHIN& y - O D'PASO UPER PAPER(12'WIDE) �0 C" O cow-PORCH FOAM TRIM BAND b 2 T 2 O EXTERIOR GRADE PLYWOOD q b 5 2 IO I, �F?f (SEE ELEVATION) 6 O2X2 BANISTERS MAX.3 T/H" - jI SLOPE 6 CLEAR SPACE BETWEEN O4 EXTERIOR PLASTER _ • @ O FLOOR JOISTS E� � N O/WIRE MESH (SEE STRUCTJ �../ 4 NOTE, � / O 4X4 INTERMEDIATE POST 4 8 C) 00 • / AT 4'-0'Ob.MAX. O &RAGE'ICE t WATER slll + O EXTERIOR PLASTER APPLY ADDITIONAL N TOP" _ 1'S12" TO FLASHING AT ALL TOP (SEE PLAN) 4 LAP PAPER N.9" b SLOPE: O/WIRE MESH 2 5 CORNERS W &X&POST BEYOND b 60 MINUTE 6RADE g + + 6 SHAPED FOAM CORBEL H T TOP PAINT ALL EXPOSED (SEE PLAN) O D'PAPER T -- __ O BEYOND(MIN.2 b.PGF) 1 gF Pn T FINISH GRADE T 2%6 MIN.AT ID"O.G.. 0g/g�AN COAT 3 PLASHING WTI RUST d C LAP AND SPIKE b PROOF METAL PRIMER L �ND NAILS Y INSTALL CONDENSATION GVTTER ATTAGM-BIT AT WALL 4 e 3 2 5 IN ERE R OV PM TI.RERS SPECS b 11 O FOAM TRIM,SLOPE TOP L. (MIN.2 lb.PCP) 6 y O/BROWN COAT F BETE MESH •ALL METAL CONiOMSNrB TO 1 '1 {ml V4':12' o/PRIMER ADHESIVE T TIIV TOI INNdT GORRgbION 2 Z ^� COLOR COAT 'ALL DIM.ARE FINISH DIM5 q FLASHINS F q '.� D'.• H W DOLT PdIETRATONS U MOTD:_X AMID SAL ALL S�@ rPLAN S •CONTRACTOR ro PROVIDE T Di a.. O T : ,1.,�.f.; 'v • RTAX,ID") G40I DRAWN6IORRMHV W� V J --III—1111- _ 2 c�oM6Tlw�`icno`N°1NLDB¢Pwort To SECTION W • •• - _ 'v a .. 10/ID/02 02g-04116/D6_cl4 8-304 310-03I59/C24D3 I/Irw/04 029o41ID/06 AG _ G 'II III SI_16G MOD ttDG 5-3ae F MDD O� PREMANUFACTURED COLUMN H�D4 EXTERIOR PORCH RAILING EXTERIOR PLASTER POTSHELF FOAM CORBEL �W DECORATIVE POTSHELFLrl //�^/ 14 1 O STEEL TUBING BNALE:I"'I'-O" 6 W AT WNC40 SOFFIT SCALE.1 1/2'•I'-O• •�` SCALE,I V2••I'-O" 1 EXTERIOR PLASTER O/FOAM TRIM scALE,I In"•I'-0" 5CALC:I V2'•1'-O' Z W C1� O N CONT.S EAI�I! O C�.on FRAME SEALANT O EXTERIOR SIDING 1 O O 7 BEHIND FLANGE BEHIND PLANSE O 60 MINUTE 6RAOC D'PAPER 2 O MOISTOP'FLA541N& O MOISTOF'FLA5HHIS 6 q LL' p PAPER 02,NEW 4 3 2 6 5 6 PAPER(12"WIDE) O �SHIELD' 4 W 8 O60 MINUTE GRADE O 60 MINUTE*RAPE 2 G 'D'PAPER V.PAPER 3 O 2X 5rN.1c1M1&OR PLYWD 6 NOTE, 3 T ,J (�'l- '�� BACKING AT&RACE AND/OR WArEERPROOFIN&WITH W N Cp T 1' 'ICE t WATER SHIELD' 5KYL16HT MPR 11 (n x U a O NON-HARDENING O 26 6A.6.1. {. SEALANT FLASHING O5 2X9 ON WOE ADV. 1\ W 6 � o d W C OOR AIR.ROUT HEADERO HEED IWa FLAW 2XD WOOD TRIM T 4 2 3 q a�SHINS I.- W m W T O O AIR 2 1 O � BRICK VENEER SOLID fkovr AND 26&A 6.1..CLEAT 5 .'.• 10 ,�1 W W p W 7 BRICK VENEER O PLYWOOD 6 cl Z v o m A m ONON-14AKP INS Q OB SAW KMI- H g tV 2 F fs. SEALANT EN FL O a' JOIST- X 4"X 5/R6' S O SEEEFRFRAMIN& STEEL A%SLE YV D/D" IO xm EXTERIOR PLASTER 10 F LAG BCL7 4 O/WIRE MESH AT 24,O.C. H I 1 2 3 Epp = W4} cc W"420 W4-1D Tz�- BOTTOM w-45c a �<� o a nnoioo 11/20i00 023-0411av6_w 8-31o4 � I/20/00 Is Q O �� Illm �' (/) JAMB WITH BRICK VENEER HEAD WITH BRICK VENEER TRIM AT CANTILEVERED FLOOR SKYLI6HE DETAIL 9GALC:1.In'.1'-O �F W N� 23 9GA P,g'el'-0" 19 SCALE:3'vI'-0' (15 SCALE: i/3"•I'-0" 11 7BARREL OR S 3 /O DOOR O �� O FOAM OVWOKERS NTH I-(SIMULATED TERRA-C4TTA FINISH PAINTED O OF OUTLKT OO ER O (SSIINLLATED TERRA-COTTA F NAM OUTLOOKERS INITH P. I SH PAINTED O OFINT INSIDE OVTLOOKERS ALL O SEALANT EEHINO PLANSE O SEALANT BE IM NDWFLANSE 2 Cow, a)_RF O O O (2 T ppOR FRAME 2 DOOR FRAME TO MATCH ROOF TILES), BLACK TO MATCH ROOF TILES), BLACK 5 I S F EF( Q m Q } (Jy O INSTALL PER MFR,SPECIFICATIONS INSTALL PER MFR.S IFICATIOHS O2 'M015TOP'PLASHING PAPER O2 MOISTOP'FLASHING r f /�//��■ = Z g WEATHER STRIPPING O Yq:ATHER STRIPPING 4 O 60 MN BRADC D' O 6O MIN.GRADE D' .� O PAPER(12"WIDEN .J ?_ IMP u " R'U N Q O2 ROOF MATERIAL-SEE ELEV. BUILDING PAPER O ROOF MATERIAL-^..@ ELEV. CUILOIN6 PAPER 9 ExTDRIOIR&IR.ADE FLYWom .A IC /V^/ 1[1 OMOI5TOP'FLASHING O4 HEADER F 9 EXTERIOR GRADE PLYWOOD T 5 2 I 1Q�1 IZU PAPER 62'WIDE) b 4 5 T 8 (SEE FRAM PLAW 1O O EXTERIOR PLASTER O EXMMOR PLASTER O EXTERIOR RASTER O/WIRE MEBH I Op EXTERIOR PLASTER ❑zwN�I�UVI W d J_W I� O60 MINUTE GRADE SO SHIM SPADE 2 O &RAGE'ICE t WATER SHIELD' 12 1-_ - ^ O/W RE MESH 13 .. F N m O I Z" Q D'PAPER 2 LAP PAPER IN.S' eyJM+E: CCC µ( M 1_ 6O MOISTOP'FLA5HIN& 1• 11 Slpp@,1",12" 10 O &RACE'ICE t WATER SHIELD' II t �I IO 2yN > L/��• co¢� Y O EXTERIOR RASTER PAPER(12•WOE) O �— 13 10 µF1 b 3X PRAMIN6 I LAP PAPER MIN.9" __ I a W � O MD�D a O 60 MINUTE&RAVE O 60 MINUTE GRADE D'PAPER O6 LTDE.M.FELT T:NT(g0 Ill. < }h �•• OJ v OSOLID*ROUT D'PAPER 10 1 ®®® A.S.T.M.FELT MIN) 4 g 4 OR AIR SPADE 1 I O 36 6A.61 CORROSION- �D 26&A,6.1. 6 1 , RESISTANT WEE'SCREED 5 IO b 3 O 6011, 6—TY PAPER T zY 11I OBRICK VENEER O FLA5MIN& I 4 4 " O SYNTHETIC STONE VENEER T 8O 26&A.6.1.FLASHING .. 1 pjT d q .ID 6R01JT yI OR AIR SPACE 1 + g 10 2x BANKING OR FLYWOOD 14 SEE PLAN AND WEEP SCREED 6 - / 1 ry D Iy BACKING AT&RAGE O 2%PRAMIN6 N 10 BRICK VENEER 1 5 `Y 'ICE t WATER SHIELD' q 4" 2X SACKIN&OR PLYWOOD 1}I F II NIONYIVJRDGWW 12 1 2 3 II LOAM TRIM,SLOPE TOP 5AGKIN&AT*RACE SEALANT T 1 NO O 5 O/1 BROWN COAT H 'ICE t WATER SHIELD' ~m; 12 4'X W X SAG" .' II FOAM TRIM,SLOPE TOP ) STEEL ANGLB D I B g IS blA•t3 rIBER MESH (MIN.2 Ib,PCr1 .I U 3 2 /V/BM"X S In' II SEE EL.EV. 5 O/PRIMER ADHESIVE d O/BROWN COAT b O LA6 BOLTS 1 IH DOLOR COAT — I 12 ONA M FIBER MESH ETE ADHESIVE p0 z AT 24°O.G. (p� tV Qpypy3{{n� 14 oRomC COAT H MOAT/ 1I — I I_ 19 COLOR COAT 1 am PLAN Di-SODI-350 T4-15 74-1p 1I-25c O P2-30C ry V W W . IInO/00 II/20/00 9-I91-04 3-IBd II/20/00 II/20/00 Q z S DOOR JAMB 4 DOOR HEAD FOAM OUTLOOKER5 FOAM OUTLOOKERS EXTERIOR PLASTER POTSHELF (8) EXTERIOR PLA5TER POTSHELF z Q SGALE 3"=1'-O' 24 SCALE,3'=1'-O" (2� SCALE,I* -O" 1 SCALE "=1'-0" (12] SCALE: I/3"=1'-0" FLAT CON:.fZETE TILE ° WINDOM NI WINDOW FAME At CORT SEALANT ° AGOW.SEALANT °I EXTERIOR PLASTER 0/WIRE MESH1 3 3 4 I 9 ° WINDOW FRAME BEHIND P A44SE O ��OP,WI�IN6 3 2 'MOI5TOP'FLA5MM6 6 5 °2 26&A.6.1.COKKO51ON I5 ` BEN FL A`CONT+� T RE515TANT WEEP SC MINUT60 E 1 O M019TOP'FLASHING 1 ° PAPER TE bl[AD RAD p O 60 MINUTE bRADE 13 PAPER(12"WIDE) O 60 MII GRADE D'PAPER .� O 'D'PA PER E - - D'PAPER I 14 O 60 MINUTE&BADE q SHAPED FOAM TRIM D'PAPER C�TW�REOMESPUH`STD 4 EXTERIOR PLASTER 1 (MIN 2LB.PLF)O/WIRE MESH 1"A2' '; O/BROWN LOOT 4 SYNTHETIC 5TONEFOAM TRIM,SLOPE TOP q . 5 &RAGE'ICE a 1 H FINISH GRADE ATTA(LHMENT VENCB[ a(MIN 2 W.FGF) 1 WATER SHELD' AT COLUMNBRO/'N GOAT O/O/BROWN GOAT ry 1 LAP PAPER I 6 2X FUT FURRING SCRATCH GOAT I 8 MIN.3" 4 1 �FIBER MESH F 4 j ° 2X DACKINS,OR BACKING 2 1 ° 2X6SLO FLAT W/ TOPIC 9 ° 0/PRIMER ADHESIVE T T FOAM TRIM,SLOPE TOP 1 m I WATERIER SHOILD'AT&RACE ICE` °8 2X4 FOAM TRIM ELEVATION (MIN.2Ib.FCF) 3 6 3/4'50.METAL BALLU5TER5 1 1 Ot B 2LB.PLF) 0 0/BROWN AT 9PALIN6�TWEQN BALWST�4 NOT 1 1 O 2X6 STUD WALL 5 O/BROWN GOAT _ TO EXCEED Tp IN. SEE ELEV. 9 O HEADER 1 O DOUBLE 2X4 T O IX6 FOAM TRIM 2 2"X-V2' (SEE FRAMING FLAW I" G' �3 1/2`XI/4"STEEL 50ROLL Al 3 3/4'6 O 2X6 METAL RAIL 2 SILL.SLOPE TOP 1/2" 3 BEYOND D °9 COLOR COAT ______I aaaa a a a a a a a O &RAGE"ICE AND WATER SHIELD- 4 5 60 MIN&BADE'D'PAPER 6 26&A.FLASHING AND DRIP 033041IHN21DT PB-I.O /N-D T ELAST01-£ftlG DECKING, 11/20/00 02304118/DITD'1 1_I4-04 3 ENDURO KOTE I.L.B.O.#4223 OVER PLYWOOD SHEATH IN6 WS-IOD 21 INSTALL PER MFR RECOMMENDATIONS I/20/00 51 LL 51 LL EXTERIOR PLASTER SC OVER FOAM TRIM ALE:3"=1'-0" SCALE:3"+I'-0' 13 ° HEAD WIT1'H SYNTHETIC STONE VENEER 17 S STVGGO STOP OEXTERIOR PLASTER 0/ QR EXTERIOR PLA5TM O/FOAM TRIM SCALE:3"•1'-O' 1 HIRE MESHa a a a a a a a a a a ° DOOR ° W/CONT SEALANT 10 5EU5TTLIP OM I MPR.EET UIRED BY DOOR FRAME WINDOW FRAME BEHIND YA/CULT.SEALANT °3 BEHIND FLANGE II RIM JOIST OR BLCGACIN6 °O WEATHER STRIPPING O MOIGTOP'FLASHINb SEE FRAMING PLAN BEHIND FLANGE N O M019TOP'FLASHING PAPER 12 DECK JOIST(SEE FRAMING PLAN) PAPER(12"WIDE) F/y ° PAIPBt�"PW SHINSDE) b 4 5 T H O 60 MINUTE&RODE O 60 MINUTE SPADE O T)'PAPER 13 AT COLUMN ATTACHMENT 6 2 D'PAPER 5° 60 MINUTE&RODE 'D'PAPER °4 EXTERIOR PLASTER TTTTT 5 4 W j j O SLr EXTERIOR PLASTER o/WIRE MESH 4 (4)b"LA&SCREWS a VICAULK T °4 SYNTHETIC STONE MOULD °5 HEADER I SEWURIN6,PRE-DRILL AND (SIM FRAMING PUN) CAUULLK�LAS HOLES WJ METAL BROWNBEFORE V C O SOLID GROUT 2 I SLEEVE AT LAB BOLT ATTACHMENT O BROWN GOAT O/ ____ __ �l OR AIR SPADE 1 SCRATCH GOAT O BRICK VENEER 4 ! IS DOUBLE 2X BALKING °6 FOAM TRIM E{ 1 b (MIN.21b.PCP) •------ -----------------� 3 1 i a ?. O/BROWN COAT I 8 10 rl 1 O &LASS FIBER MESH - ----- ----------• 5 4 0/PRIMER ADHESIVE ,b II O COLOR GOAT �ARV 7 2 I 2 PER LINEAL FOOT HORIZONTAL Z l I FORCEW�SI�ALL RAT &ISTAA LE Ib. q 1 2 TO TOP RAIL PER COL TABLE 16-9 U 3 2 5 s F- NOTE:APPLY REXIIXL NON-HAROENIHS 1 -< ,i�y d SEALANT TO ALL LIB IIOLEb PRIOR C] C TO x4ew INSTALLATION. In ""T =� 1= Har6 ut n1erAL cowoteNrs ro DE MOo. 0 II/20/00 WI-4D 0I-2C COATED 10 INHIBIT CORROSION Z DI-26D /30/00 MOD. 9145G r- OZ3-0a115/CIIDS IU20/00 OR OTHERNI 92803114/GI9D8 T/24/o5 Yr5-HID O- 11/ZO/00 Z Q. DOOR JAMB TRANSOM COLUMN W/ STUCCO BASE 1 ( 2 J W (22 SGAL2:3"=r-0" 18 14 SGAEE:I V2".1'-0' 10 METAL RAILING AT DECK 3B 6 JAMB WITH SYNTHETIC, 5TONE VENEER p I UZ'•I'C EXTERIOR PLASTf3R O/FOAM TRIM SCALE.9'•I'-0' W °I WINDOW FRAME of WINDOW FRAME w W Al 4041`.SEALANT FRAMING,PLAN O WINDOW FRAME O W BE 26 CA.6.1.CHIMNEY CAP IND ANftSEAL NT BEHIND FLANGE P09T(5EP ITT O EXTERIOR&RACE PLYWOOD c,�,OPE•I/2':IZ° o HHEADER A/CONT.EED FRAMING FLAW BEHIND LAN6E SEALANT O O ' BEHIND FLANGE "OIST O PLYWOOD SHam WALL �� F O PAPER P'PLA&HIN& O PUNTED FLASH' (SEE PKAMIN&PLAN) _SHEAR P'M (12 WIDPJ 9 2X JAMD TRIM ° REFER TTO&INNERAL NOTES I ° (SEE FRAMING PLAN ° ►IOAMR(II WU�MN6 Li FI O 60 PAPER GRADE ° o W(� p 3 DBL.60 MINlR GRADE ^^ `` 4 HEADER 'D PAPER O MOISTOP'PLASHING 5 60 MINUTE bl[ADG I 2 3 &A E DOOR MPR.PER ° D'PAPER 60 MINUTE GRADE N Tpop D'PAPS[ 4 O.I.PLASTER&ROUND ° W m O PAPER(12"WIDF) Ir ° 'SEE PRAMIN&FLAW °4 EXTERIOR MESH ° 'D'PAPER 1--_- O/WIRE MESH O 00 MINUTE&BADE T 10 4 II 4 ; 4 'MOISiOP'PLASHING °4 VENEER 9T01E I W TO t`I'1 ° I ° PAPER(12"WIDE) 1 N U 6 5 FOAM TRIM,SLOPE TOP °5 FOAM TRIM, b �'PAID b EXTERIOR PLASTER I D 2 VENEER D 1 Q V 10 "II.2O ,PG F) 1 6 EXTERIOR PLA5Tm 3/B" I O/WIRE MESH T I 3 b i SLOPE TOP(MIN.2 L0 ° - _ O 80 MIIJIITE&RODE O BROWN GOAT O/ 1 W�1 ( O OI I PCF)O/BROWN GOAT 0/HIRE MESH T-- 1 D'PAPER SCRATCH GOAT I J q A b 1 .- --- 1 O FOAM TRIM I I (L qk m �{ y W O 6 &LASS FIBER MESH 1 6 DOLOR GOAT 1 T EXTERIOR PLASTER I O/BROWN GOAT b E%TCR10R PLASTER b FOAM TRIM,SLOPE TOP ° O/PRIMER ADHESIVE 2 ; o -� O ---------- ---I O ° _mew .I w W G• F' 01 MOULD 1 O/WIRE MESH (MIN.2b.PCP) 3 W OCOLOR GOAT S I I H 5 I D 2X PURRING • T 26 GA.6.1.J-MOULD O/dIIOWN COAT g IPURR'Ns 5 .I 2 ' 1 1 9° bLA FIBER BER MESH 5 4° EXPANDEDME LATH Sis; 3 ° O&/APR METE ADHESIVE _--___ 2 I I .I 2 O/PRIMER ADHESIVE ° R p O COLOR COAT J I I I 10 COLOR GOAT lO NON ARDENINb SEALANT ` ° ry 3 m II 11 COLOR COAT 12 II FOAM TRIM ^ 6 (MIN.2 GOAT W PCP) O/BROWN 12 2X FOAM TRIM --- ---------------BROWNO PIASTER&ROUND O/BROWN GOAT -- .-----____ 5 LL 3' 4 4 I 2 19 10'1/4 ROUND SHAPED II SEE PLAN PoA CORBEL, Q MOD, (MIN 2 1b FGF) 1�1y�1 tj= N I O/OO o2304IIB/DI9 D't W9-I10Lb-L�•�� b]-ZHD TI-HOG O/BROWN COAT R Q a 0I-16-02 II/20/00 II-6-03 I 11/20/00l4 Q o LLO�Bm T TRANSOM 23 SILLGARAGE DOOR JAMB 15 CHIMNEY TRIM SILL WITH SYNTHETIC STONE VENEERf 3 (��7 Y W EXTERIOR PLASTC-R OVER FOAM TRIM SCALE.3"=1'-O° EXTERIOR PLAST�U/ER FOAM TRIM SCALE:5'•I'-O° (1�' EXTERIOR PLASTER OVER FOAM TRIM SCALE,9`cl'-O' WALE. U2°+I b" 1 1 EXTERIOR PLA9TBQ O/FOAM TRIM SCALE:3"•I'b' 3 � �iR ^+ N a T ODom of DOOR O ROOF SHEATHING O EXTERIOR MST®¢ o��E SN VF= Q o iO ODOOR FRAME O DOOR FRAME O UNDER_AYMENT(30 b. O/WIRE MESH Ill��1 d}. I� O OWEATHER STRIPPING °3 WEATHER STRIPPING ° A.9.TN.FELT MIND 4 �3 60 MINUTE GRAD[ I __ - --_ ----__ 2p[_` U m Q 4 HEADER O HEADER 3 SYNTHETIC STOIC ,f D PARR WW `(n w U N Z (SEE FRAMING) 7 I (SEE FRAMING PLAN) FUT/BACK 3 Q 2 IL g (n M Q 3 COLOR COAT O SHIM SPACE I O DEL.60 MINUTE 6KADE DIATTo R4 SHHAPEC FOAM CARBFL ` V)J I U 4 .I O SHIM SPADE b 1 D'PAPER T SEGTI ON v INSTALL AFTER OROVPI GO T 111 W O J W L/7 1 b M015TOP FLASHING 1 5 26 bA 6.1. ROOF TO WALL PLASHING O NIOI5TOP'FLASNINS 1 ° 1 lSEE ELNATIOW 3 LT n PAPER(12"WIDE) '.I ° PAPER(12"WIM T 1 ° A'14A, ' O EXPANDED METAL 5 N W Q o Q Y 1 1 b I2'X 1/4'WAN BOARD 11 1 O (L MINUTE&RODE D'PAPER ._� T 6O MINJfE 19RADE I o 5 TO 2 LATH HS V Go V)O (LAP INTO EXTERIOR PLASTER I - 1 D'PAPER 6 1 T 26*A.&A.CORROSION- MOULD WREN PLASHING NOT REOV I 1 ° RESISTANT FLAT BACK DIATTO _NS 6 Q r-Jv ID 1 O &RAGE'ICE a I '• U)6I ° MOT REOTJ WH01 I COOR I WATER SHIELD' 1 �6--, .-� 12'ItAD. 2 6gg�11 Q f IS RtOTECT®BY A 36'MIN. 12 f IJ- ¢¢ OVERHANG OR SOFFIT) 11 1 4 O 36 bA.G.I.FLASHING R I 4 SEE OCXTERIOR PLASTER 6 I I 5 10 EXTERIOR FINISH I 5 II O d d B R O/ARE MESH it I 2 2X TRIM I _.. `�'� W J (9@ ELNATOW 2 -. ra t0 t Uf1l 1 rr{ EXT000R RASTER MOULD 10 II FOAM TRIM,SLOB TOP (MIN 2 b FGF) Q 1 1 1 2 O/&IILMW GOAT p1 1� S E�I ..- 9 yam. � 12 0&LAss/PRIMER ERA MESH llnL.�/ I l9 I X` 6 I ...,. T 0 ELEVATION a le aoro O/PIRR•CIt ADFE5IVE PPtl 10 QJa N PROVIDE NAILING,BATT@IS SCALM I I/Y'•I'-0' 13 COLOR COAT ROOF TO WALL 1Y 1 :) DI-13D D1iD R..A91/1N& AND WIND CLIPS PER M7°R. RR MOC IE P Ovof MOD. \ 11/20/00 II/20/00 02304110/Cl2DT INSTALLATION RECOMMENDATIONSMOO. T2-7C N Pe] 2/II/02 62-ID 02304116/C4DT 11/20/00 n O ,� x ■0 2 3 04118/CBDI 10/IT/OI DOOR HEAD DOOR HEAD ROOF TO WALL FLASHING t5 (201 16 12 GARAGE DOOR HEAD $ FOAM CORBEL AT 501=FIT 4 m g m 24 EX ERIOR AS ERO ER FOAM RIM SCALE,9'•I' WTH 2X TRM 3GALE:9'•I'-0' BARREL OR TILE SCALE:I/2'+I'-O' SCAE 3"=I-0 SCAE II/2"=I'-O" O GENERAL REQUIREMENTS 55 OUALITrAswRANce 23 All foundation plates or 91IIe,eLaper a any other framing mambas in 5.22 Steel pipe shall conform to ASTM A53,Grade B(Fy=36 ksU. AO FOUNDATION 10.0 DESIGN CRITERIA I.0 Work performed shall comply with the Following: contort with concrete or masonry,shall be pressure treated wood OF the 55.1 The Gluality Assurance Agency(as owner's representative)shall submit the 6.1 All continuous exterior Footing to have 5/6"dlo.x min.12"anchor bolts with . - same,speclas a should be,marked or branded by an approved agancy. 5.23 Structural tubing shall conform,to ASTM A500,Grade B(F9=46 KSU. following Items: „P 10.1 SOILS I I.I These general Requirements unless otherwise noted on plans or As on alternate,use a layer of 22 gauge sheet metal between the sill -QuallFicatlon of OA arc's mans omont and OA personnel designated 2"x2"x late washer,min.V embedment Into concrete,at 72"oz.unless Foundation engineering has been predicated on data and recommendations 52.4 All structural welding procedures and materials shall conform to Building '0'g y g P 9 noted othorwlso on plans.one anchor bolt should be located max.12"away GOUVIS specifications. and concrete/masonry, g for the protect, P panel. contained In the soils report by. Coda,Section 2205.10.All welding shall be by the submer ed are process From the and of the$ill plates.min.(2)A.B.'e per sill plate per shear panel. PACIFIC SOILS ENGINEERING,INNC. 1.2 Building Code-2001GBG using E70XX-low h dro en electrodes,unless otherwise no ad. -OA Agency's Written Proctica,as defined in FEMA 353 Section 6.2.1, a a�R q 9 2.4 Stud walls perpendicular Ye,11 concrete or masonry wall shall be bolted!0 9 9 9 TOILS REPORT considered p DATE:IIcalcul ia4X &CK �gC 1.3 All applicable local,State and Federal Codes,Ordinances,Laws,re,ula- the aonerato or Masonry wall kith 5/b"diameter x 6"A307 bolts at top, -OualiPication,record*Par Inspector and NDT technicians designated for bZ All Interior non-shear Halle to hove HILTI X-DNI(with O minimum penetration This report Is considered art of the calculations and construction docvmants <o^slim^sa�P.:k- Lions and Protective Covenants governing the site of work. mid-het ht and bottom. 5.25 All bolts for connections of steal members shall conform to Building Code, the project, P P g° g g Section 2205.11 a A5TM A325N,unless otherwise noted.Holes for bolts P j of or into slab)aE 24"on cantor unless noted otherwise to be:installed in and is Minimum be adhered to In all , Its recommendations t and requirements. 4400 Campus Drive should be drilled or punched a shall be 1/16"larger than bolt diameter. -personnel Agneyr NOT procedures,equipment calllxation records,and accordance with IGBO a2368 November 1gg5.Actual slab thickness to be Verity minimum Foundation depth,width,roils rep,steel and additional P 1.4 Standard Specifications of ASTM as noted herein and as required by the 2S Structural inPormatton shown on framing plena to For the main structural ale- P 9 personnel training records,and minimum 4'. expansive soil requirements with valid lolls copeck and if they are any Newport Beach Building Coda. Monts.Non-structural elements shall be constructed per approved code -QA ee's QualR Control Plan for the monitorin and control of the more restrictive,then the shall supersede the 6ouvis Engineering requirements. 5.3 WELDS y y g b3 All holdowns and post anchors to be installed according to most current . 9 g CA 92660 15 All work Hoed to be performed by qualified and experience contractors Agency's operations. P 9 Consulting Group minimums. 5.3.1 All she welding and fabrication must be done in a she certified A15G Simpson Strong Tie.peclfications and requirements of ICBO report number familiar with this type of project. 2b construction should be construction requirements it chapter 23 for light Framed P g P l. 55.2 The Quali Assurance Agency shall provide the Management,personnel, 1211 and 4446 shall be tied in lace prior to foundation Inspection. 10.2 LATERAL LOADS: 201n case oP conflict,the more stringent rogviroment shall govern. construction should be followed as required. Quality Gertiflcatlon Program and approved by the Building Official. ty Ag y p g p p p� p All fleld Holdingmust be performed a certified older and a sp octal equipment and services necessary to perform the Ovality Assurance function Seismic Zone: 4 Wlnd 5pead: 70 2.T Wei ht of the roof file Is considered as 10 psf max.(total roof dead load of h required in FEMA 353 Sections bb-Weldln Inspection,Section 6.7- 83.1 Dimanslone are not Furnished to Simpson holdowns.It Is the responsibility of Seismic source e: B Wind Exposure: C, Newport Beath 3.00n site Verification of all dimensions and conditions shall be the reepon- 9 p Inspector shall continuousyy Inspect all strvctural Plaid welding.Bot shall be, 0. 9 P the contractors superintendent,the framingcontractor and the concrete }NP P sibllity of the contractor and svb-contractore.Noted dimensions take pre- lei pet).If rooting material exceeds this load,the framing contractor should approved by the Building OPFI&Iol. Nonda5trvctive Testing9 of Welded Joints,$action b.b-Bolting Inspection, contractor to locate these anchors In the xact location.Refer to details Ga: 0.44 No tel 949.752.1612 cadent over orate of drawing$. notify Gouvis Engineering Consulting Group In writing prior to construction. Section 6A-Shear Stud Welding Inspection and$action 6.10 Speclol for re,proper Installation. NO: I 5.3.21^han welds from web doubler plates or continuity plates occur in the inspection. P P fax 949.752.5321 4.0 Engineer or crchitac!of record U Lo be notified immediately by the con- 2B Top plates oP ail wood stud wells to consist of(2)2x'S the same width as '.-area'Of rolled steel columns,the'k-orea'adjacent to the Holds shall be b.4 Min.concrete width to be b"for receiving MPA's and HPAHD22's/5THD's. 10.3 DE516N LOADS, tractor should any question arise or any discrepancies be,found pertaining the studs U.N.O.Top plates shall lap a minimum of 415 and be spliced with Inspected after fabrication by using approved no arestrvative methods 6.o CONCRETE MA50NRY Verify locations of holdowns and anchor bolts with rough framing to assure Palm Springs to the working drawings and/or Specifications. not less than 6-lbd nails spaced not more than 12"on center. conforming to AW5-DI.1. prior and accurate installation. Roof Load Floor load SP 85 50 No deviations from these requirements and structural details shall be made 2A All shear panels shall have continuous sheathing material from one end to 6.1 ESL-NERAL Dead Load=lq psf Dead Load=IS psi te1 760,323.5090 0. P 9 533 All NOT inspector Shall be qualified as an ASNT Laval II cartiFiad technician. Live Load=16 psf Live Load=40 psi ' without the written approval of 6ouvis Engineering Gonsultin 6rou the other and form late,to late,ass specified on the drawin s.Contractor All concrete masons materials and construction shall be in accordance 65 Provide a3 X 24"dowel at 24"oz.and @"From the,corner at all concrete Approval by the Inspector does not constitute authority to deviate from shall coordinate framing such thatcontin ity of shear panels Is assured. 5.5.4 All filler(weld)metal shall have minimum CVN of 20 ft-lbs a-20"F and with Building Coda,Ghoptar 21. stoops and porches. Tota1=35 psf Total=55 per plans acifications. 40 It-lbs a 70`F. 10.4 LUMBER GRADES HUAN NGUYEN,P.E. P or aP 2.10 All lodger shall be,spliced with ST22 strap,unless noted otherwise. bZ MATERIALS 6b Provide min.(U a4 reinforcing For electrical ground,location to be verified 6.0 The desi ode a and safe f erection bracin shorn t oear 535 Th.contractor.hall Submit ail w.td Procedure esificatlons<KPSIS)to with the otactrtcol contractor.'P 6x t 6x and haoderheaders:of DFL 9T': °N c`! !`!a a 9- eYs y 2.11 All shear CrgnoFar nailing shall be per drawings,revs,and contractor shall pro- be used contractor on the project.For WP59 that are not re, shall All materials making d finished concrete masonry construction shall conform 4x beams and headers:02 DFL supports,etc.,is the sole responslbliity of the contractor,and has not been vide proper notification for Inspections to review}he,same. � P j P 0. to standards required Building Code Sec.2102. 6.7 Verily min.foundation depth,width,reinforcing steal and additional OFES51 considered the architect or engineer.The eontractor Is responsible for P P P per AWS submitted the Supporting P.The o ract r shall Record(FOR)shall 0. b! g y P g PR On, g P expansive Boll requirements with valid soils report qrd If more strin ant, 2x jabEe/raFtere:p2 DFL b� N NG q, the Stability o4 the structure prior to the application c all shear Soot's,roof 2.12 Provide poste at lower floor under post or multiple studs above.Provide also be,submitted with the,APB.The contractor shall also submit the, 63.1 Mortar shall be type M or S as applicable and shall be proportioned per the shall su ersee the above minimum re uirement. g Studs:Stud grade �,ve pP Uy Fy and floor diaphragms,and finish materials.The,contractor shall provide the Full width and depth compression block betwoon 4lOars of such locations. manufacturer's product data sheets for ail welding material to be used.The Building Coda,Table 21-A and In conformance with A5TM 0270,mortar for y P 0. Top plates:D.F.L.aemstr 6tloe standard,standard or better. necessary bracing to provide stability prior to the application of the afore- data sheets shall describe the product,limitations of use,recommended Vnit mason Alf mud sills to be P.T.DFL w z mentioned materials.Observation visits to the site by the aechltact or 2.15 All joist hangers shall be Simpson U hanger,all beam hangers Shall be welding parameter,and storage and exposure requirements,including 66 See Section 13.1 for concrete strength. 3 Simpson HU hangers U.N.O.on Plan or detail.Follow manufactu'e"s recom- 10.5 TYPICAL FLOOR 5HEATHING * P-s/ 07 structural engineer shall not Imply the assumption of any reaponsiblllLy m P 9 P baking and rebaking,If applicable. 6Z.26rout shall have ingredients proportioned per Building Gode,Table,No.21-8 6.9 Admixtures In concrete mix.contalning calcium chlorides shall not be,used. # this regard. mandations for Installation. and In conformance with ASTM G476 rout for maeonr and shall attain a I g Wielding Procedure Specifications(WPSs)Shall be categorized by and 9 9 q S oGif the following items, minimum compression strength at 26 days of 2000 psi Or the required 6.10 Footings shall be examined and cerllFiad in writing by the protect 9jf CIV1�. The builder has requested,contracted with and i compensating Gouvis 2.14 If q double,slit plate is used at ill plate concrete Flooring,then the p y 9 23/32"APA rated 5turd-I-Floor TaG Ex I with min.q anal index of 24" 7- Engineering Consulting Group for the limited services of providing the, framing contractor shall apply sill plate nailing to both sill plates,at ib" -Stool speclPicattone and grades to be welded, compression strength of the concrete masonry units,whichever is greater. soil/geology engineer prior to inspection and placement of concrete. P P OF CALIFO minimum Structural engineering drawings required,when combined with the other oz.Max.or as specified per schedule. -Thickness range of material to be joined, Refer to NER 106 for installation and conditions of use builders consvltonto drawings,to obtain a building permit for this project. P P -Type,of joint, 623 Concrete masonry units for load bearing Systems may be concrete brick 6.11 Goereta shall be to the strength and slump as specified per structural B•N.:ab Quik Drive Wood Screws at 6"oz. These drawings are not Intended to,nor do they,detail oil conditions,Identify 2.15 Building Gode,Tables 23-IV-B balloon Framed wglb(non-bearing) -Type OP weld(groove,fillet,plug,slot), as specified by ASTM G55,Specifications Por Goncrole Building Brick. design and consist of Portland cement ASTM G-I50 Type V par soils E.N.:a6 Quik Drive Wood 5cr.ws at b"o.c. stud het !S: engineer's recommendations and Building Code Table Iq-A-4 when concrete F.N.:a6 Quik Drive Wood Screws at 12"o.c.all materials,or define or limit the scope is work required to complete h the, 9h -Size of weld,and Grade N concrete bricks ore for use aS architectural veneer and facing b exposed to sulfate containing solutions and aggregates per A5TM G-33, REVISIONS I project.The builder has requested,accepts,and representslestall that the he will 2x4'e a 16"oz.maximum 20'-O height -Position of welding. limits in exterior walls. water to be clean and potable. Use ring or screw shank nails and Iue sheathingg to framing using CancelveS select all materials and manufactures,qualify and select all subcontractor 2xb's a Ib"oz.maximum 20'-O"height Based upon application,the,WPS shall specify,as a minimum,the following Grade 5 concrete bricks are for general use where modarote strength P meeting APA s ociPication AF6-OI or A57'M D34g6.Apply g lue�In accord- NO. DATE DESCRIPTION and installers,direct all ways and means of construction,and provide all No multiples of 2x4"s are allowed to span more than 14'-O"baaring.0115 Items,as a Ilaablo for the Holdin rocess: g g 6.12 Placement shall be in one continuous operation unless otherwise a eaffted g P g additional information,above and bo and those drawings,re wed to com- a ceodi 10 O must be designed case case. PP g p and resistance to frost action and mobtura penetration is required. p p once with menufarturerb recommendations. 10/14/04 CLIENT REV. g g 0. n9 9 �J -Power supply(constant current or constant voltage), and slab Surface shall be,cured with Hunts compound or aqq,uO1 or other a6 Quik Drive Wood Screws min.2"IonIL Pad the project in conformance,with all governing agencies and the work 2.16 Use 4X4 header for openings less than 16"at booring Halle without point -Welding electrode,flux,and shielding gas clasSlflaotlons, 63 STRENGTH methods in accordance with good construction practices aY contractor's 9 IIAO/04 CLIENT REV. wu1 moat or exceed accepted Industry standards. loads,or at openings less than 4'-O"at non-'soaring walls. -Electrode diameter, option. (IGBO ER-5053,Dated Dacember I,2000) Use 2x framinga medicine cabinet and garage vent.NN.0) -Voltage(except for shielded metal arc welding), 63.1 The specified compressive strength of masonry,P'M,shall be 1500 psi, ® 12/16/04 BLD6 DEPT. 7.0 the inspection t9 on per Bundle,Gode Sons ea r requlrod ti applies to g -Current(amperage)or wire food speed, unless noted otherwise.If higher f'm is noted,It shall be verified by prism 6.13 Contractor shall dampen slab undorlayment of sand/mombrane just prior to the Following type work:(not.:Special gfin Code a Section 1-101 n and 30 SHOF DRAWINGS -Electrlcol stlak-out or contact tube-to-work distance(wire fed), toots as required in Building Code,section 2105. concrete placement to assist uniform concrete curing. 10.6 TYPICAL ROOF SHEATHING resporbibilitles should comply with Building Code Section 1701 Requirements) -Travol speed, 3.1 Sufficient co les of oho drawings for an member or product designed -Minimum preheat and Interpose temperatures, 6.4 SPECIAL INSPECTION 6.13.1 Slabs must not be poured during or immediotaly after rainstorms.The 15/52"APA rated sheathing Exp I with a min.panel Index of 24/0.refer to 7.I All structuring Holding,Including Holding of reinforcing SEcel and welding of P P 9 y P 9 �1 specified sand over vis neon should not be saturated at the time of the NER 108,for Installation and condition Of use. steel decking. entity other than Couvis Engineering Consulting Group shall be submitted to -Maximum preheat and Interpose temperatures(If applicable), For concrete masonry construction which is noted as requiring special lea- P 0. 6ouvis En ineerin Corevitin Grou prior to fabrication for revtow.YVhich -Number and locament of passes, concrete pour.Any free water trapped in the sand layer must be removed B.N.:bd common nail at 6"oz. 9 9 9 P P kith Building per tlra a Se,such Iropectlon shall be routed out In accordance 7Z Installgtlon and tightening operations For all high-strength friction belling. well be,reviewed a returned in 3 to 5 working days. -Technique(S ringer or weave bead), prior to the concrete pour. E.N.:bd common nail at 6"oz. -Shieldingas Plow sale, with Building Code Section 1701.5.Gonerete masonry construction which 9 re ulre Special trV ection also Is required to have mason prism testing F.N.:bd common nail at 12"oz. - 7.9 Installation and tightening operations for all high-strength anchor bolts. 32 Review of shop drawing by 6ouvis Engineering GonSulEing Group does not -For groove Holds,the Joint conPlgurotion and tolerances,and other q P P 0. P 1 6.132 Requirements For prep any descending n ng sloe voile and daylight setback of relieve the engineer res onsible for the design or the contractor from pertinent Information specific to the.old to be made, prior to and during construction as described in Building Gode,,Section 2f05. exterior footings from any descending slope shall comply with Boll report 7.4 During the,taking of task specimens and placing oP all reinforced concrete. g P g P P r arnmendatioro. -Note:All structural rated panels must be stamped by one of the following Excaptiom concrete Foundation with structural design strength not greater compliance with Building Gode. Tolerances,or the acceptable range of values,applicable to the various approved agencies,APA,PF5/TECO or Pittsburg. welding parameters oho l also be noted in the HIPS. 70 REINFORCED CONCRETE 6.14 The bottoms of Footing excavations Shall be level,clean and Free of loose RESTRICTIVE NOTICE than P'cd500 psi. 33 Gouvb Engineering Consulting Group review of the shop drawing consists of material or water when concrete is placed.Over excavation shall be Pilled checking general conformance with structural drawings.Deelgn oocvrac 53b Complete joint penetration groove welds between the beam Flango and 7.1 GENERAL with concrete or properly compacted FIII that has been tested and REQUIRED 5PEGIAL N5PEGTION: n€sE DESIGM,OR,Wvo MD 7.5 During the placement of all masonry Indicated on the drgHinga as having of such product,dimensions and quantlYy of the product is not revlewa by column flange Shall be made per the AWS DI.I Table 3.7.All Shielded P P 9 P SPECIBCAT ARE THEDcM- Special inspection." 6ouvis Engineering Gonsviting Group. Metal-Arc Welding(SMAW)electrodes shall be of the low hydrogen All reinforced concrete materials and construction shall conform to approved by the Soils engineer.Back fill shall not be placed until supporting In addition to the regular Inspection,the followingItems will also require, PR0MWOFG01mSE ar,eENNG Building Code,chapter Ig. fovndations,walls and slab have attained sufficient strength to support 0. CONSULTING GROUP,AND ALL 7.6 During driving and testing of plies and construction of cast-in-place drilled 3.4 Wood truss mgnuPooturar shall supply to the engineer and the Wiidin do- type and shall be subject to the regviramonYs of AWS DI.I Section 5.3.2 9 p 9 PP special Inspection in accordance with Sac.1701 of the Building Code. INFONMTION SHOWN IS Pride or caissons. "PP y 9 9 For 5MAW and flux cored arc weldin (FLAW),the maximum ermitted lateral soil pressure. P pirtment cikulations and shop drawings for approval of design loads, g P 1.2 MATERIALS CONFlDRRTL TO OFTH S R RAWI G electrode diameter shall be per the above table 3.7. Soils compliance prior to c the Foundation inspection,pre-stress foundation, ANO NO PARTOF FEREQ.OR 77 See foundation notes for other requirements. configuration(2 or 3 paint bearing),and chaos transfer,prior o fabrication. 6.15 Generate placement shall be monolithic in one continuous operation uniformly high strength steel and concrete. cnN BE coPiEo.T' liFPAED.OR 72.1 Gamant shall conform to Section 1903.2 of Building Gode and shall lacod and must be vibrated and well consolidated unless shown othorwlso g g REPRODUCED,NOR r ANT It shall be,the responsibility fcalculations of the manufacturer to obtain building depart- 53.7 For the,welding of the bottom Flange,to the,column flange,follow steps a P STRUCTURES RE eIILT FROM THEN 6.0 Structural analysis For this project is done per applicable Building Gode, meet approval of calculations and shop drawings prior to fabrication. through g below: bsed.correspond to that on which the Selection OP concrete proportions were on plane.Gold joints arc not allowed(unOJ. at the time of design considering standard of care. based. W1THourwRiTTw cONsear of 35 Trusses shall be,designed In accordance with the latest local Builds Code a. The root ass Should not exceed a 1/4"In Ia er thickness. 6.16 Floor slab shall be poured level to in 10'. Cows E-EERING CONSULTM gA Upon completion p above by o the engineer a prior to start of construction, 9 I'l9 P y 7Z.2 Concrete aggregates shall conform to Building Gode,Section 1903.3 P �„ GROUP contractor is ol,mechanical to check all des t en coordinate with the work For o loads Imposed,Including lateral Toads and mechanical equip.loads. b. The, s,a half length tio root should be,made with one of the Following tech- 6.17 Requirements for re-satvration of sub rado soil and daylight setback of COPTR-GOUTLSENGeIEERING of archlEectvral,mechanical a other trades to ensure compliance with 3b All connections involvingtrusses shall be LG.B.O.approved and of adequate piques,at the option of the contractor. 7.23 Reinforcing steel shall conform to ASTM A615.Grade 40 far sizes 03 and 0. P 9CONSULTNG GRIXIP]00/ 'PP cl a4 and grade 60 for sizes a5 and larger. footing from any descending slope shall comply with ourronE soils report. Ai1RIG NCGRRVED hia/har ragvir.manta. Strength to resist stresses due to the,loadings Involved and shall be, Step I. designed and specified by the truss manufacturer. The root pass may be Initiated near the center of the Joint.IF this approach 12.4 Dowels shall be equal in size and spacing. 6.16 Finish grade around the perimeter of slab shall be constructod such that STRUCTURAL WOOD is used,the welder should extend the electrode through the weld access rain and Irrigation water is drained away from the slab. 33 Dead load and live load deflections shall be limited to min.L/240, hole,opproxlmotely I"beyond the opposite side of the,ggirder web.This Is 12.5"For to Table Iq-A-2 of Sullding Code For special exposure condition IA MINIMUM QUALITY live load deflection min.L/3bO. to 0110.adequate access for clearing and inspection of the initiation as required by soils ongmoor a see corrosion engineer rocomendatlons, 601 All site and pad preparation,Such as but not limited to Shading compacting 1.1 All structural wood shall hoe of Douglas Fir Larch species,(Ig%maximum 3b Croes bridging and/or bracing shall be provided and detailed by truss point of the Held before the second half-length of the root pass is oppiled. for concrete exposed Eo corrosion. of the fill,pre-saturation,and concrete slab base preparation,shall be moisture content of the time of construction U.N.O.J. manufacturer as required to adequately brace all trusses. It is not desirable to initiata the arc In the exact center of the girder 73 STRENGTH performed In accordance with the soil engineer's recommendation and soil I'�9 III III width sloe this will limit access}o the start of the weld during post-Hold report. 1��' IIIIIIIII JJJ 111 A JIL 1 �/ �11 ]]]��� 1.2 All machine bolts shall conform to A5TM A307.Holes for bolts should be 3.A Truss manufacturer to provide details which allow For normal deflection operations.After the arc Is Initiated,travel should progress toward the 73.1 Concrato shall be,proportioned to provide a minimum compressive stren th, drlllod 1/I6"larger than bolt die,.See framing notes for grada of numbers. without imposing lateral loads on their Supports(i.a.,Scissors trvssas). and oI the joint(outboard boom flange edge),and the weld Should be, P P P P g 6.20 Foundation drawings prepared by Gouws Engineering Consul}ing Group P 9 PP j 9 9 P'r,equal to 2500 poi(26 days),unless noted otherwise.Refer to post 5N-I - General Notes a Requirements. 13 Round washers Shall be used on all bolts and Should conform with AN51/ASTM terminated on a weld tab/run off lab.Tabs shall extend the,Joint,no end tension drawin s for hi her stren th concrete IF re, uired.Use t e V cement reflect the,atrucYural requirements,sofas to architectural plans for 0. 3.IO Truss maDVPgr}Vier la responsible for: dams. g g g 0. 9P dimensions depressions,slope shelves patios,stoops and Chas not shown. SN-2 - Strvcturai Details a Notes.B 16.22.1.Use min.13/6"O x 5/64"thick washer for I/2"o bolt,1 3/4"o for concrete In contact with soil containing sulfate.(min.f'c=4500 psi,2H days). eP P P P Pa a.providing additional shear and drag trusses as shown on ate 2. Aaaurac of the dimensions and final Fit of the buildingshall be reviewed by xq/64 thick For 5/b"d 2 I/2"a x II/64"for I"o bolt. P 7.3Z vial inspection Is required For concrete with P'c>2500 psi. y She Priming plans. The weld may be initiated on the weld run-off tab,with travel progressing sP 0. P the architect and the contractor prior to construction. 1.4 Square washers Shall be mild steel.Use min.2"sq.x 3/16"!hick washers b.reviewing framing plans and structural details prior!o fabrication toward the center of the girder flange width.When this approach Is used, T4 All reinforcing,dowels,holdowns,and other Inserts shall be secured in 921 Wai}in period for con r I - SD-I - Structural Details a Notes. for 5/b"m bolts,3 1/2"sq.x 5/6"thick washers for I"m bolts. of trusses and specifying hangers. the wolder should stop Hold approximately I"before,the beam web.It is oeition and a roved the to II I PPici i r h g P c oto s obs on-grade prior to start of construction 4 c.meet the profile as indicated in the drawings. not advisable to leave the weld crater dlroctl n the center of the beam P PP bj ca bu deg o a pro to t a pouring of as follow: 5D-2 - Structural Details d Notes. IS All nails Shall be sinker nails,unless otherwise noted. P 9 9 i Oily concrete. F_ W flange width since this will hinder post-Hold operations. le)Walk on slab mi hours filer concrete has been poured. SD-3 - Structural Details 7 Dr d.design hump a trusses for defSing in roof compatibility of the trust system to 75 a- concrete cover For reinfoortnhqr b)Be In wall Framing 4-5 days after concrete pawed.1.6 Adhesive used to attach floor sheathing to framing elements shall conform avoid hum and/or sin in roof or ce11ln c. The hgiF length root pass should be thoroughly Slagged and cleaned. q-Concrete, laced q alnst earYFi not Formed -3" 9 9 y P 5D-4 - Structural Details Z � with APA Specification AFC-OI. p g g' p g c)Begin roof/floor framing 7-10 days after concrete poured. In _ eP d. The and of the,half length root pass that is near the centerune s, the beam b-Concrete formed or troweled -2" d)Do not load roof prior to 14 do Vs after concrete Poured, 4 3.D All trusses designed by truss manufacturer shall be designed to sustain all flange should be vieuall Inspected to ensure Persian,Soundness,freedom P N P to 1.7 Tic(Unless S hardware aphorized in the drawings are to be,ringC.Simpson Strong vertical,lateral and other ertinent loads,includin bracin oP to and g y P c-Walls and curbs -I I/2" 5-1.1 - Foundation PIOn IA,B,G a Option 0 Q Tic up).Fe l call m Specifically authorized in uir m 6arec Engineering GonSultin P 9 9 P from slag inclusions and excessive porosity.The,resulting bead profile d-Slab on grade -at tooter 6Z2 eo pipes H conduits shall n extend under y Isolated column footing or under 5-1.2 - Roof reaming Plan IA W \) v P 9 g� 9 9 9 bottom chords,In addition to any connections related to trusses. Contra- Should be,suitable for obtainingfusion the Subsequent ass to be initiated g ,B,G a Option install).Follow all manufacturer's requirements a recommendations for ctor to coordinate with truss manufacturer. 0. P 4(d)OR continuous wall footings unless specifically ondche detailed fi approved by the Q/ IU installation a handling of the product. on the opposite side of the girder web.If the profile is not conductive to architect and structural engineer and the building official. _ 1- W good luelon,the start of the PIest roof ass Should be round,Sou god' j- "R 6(d) 2 I/2"MIN. 9 g n 3.15 All truss lumbar shall be Douglas Fir Larch(u.n.oJ. g P 9 9 9 _ j / S-IX.I - Foundation Plan IX-A)3,C a Option ') 1.6 Do not bend the Simpson PA strops. chipped or otherwise prepared to ensure adequate fusion. ry 6(d) 6.23 The contractor shall arrange for observation of the work by the eel's fx \) to 5.16 Each truss shall be legibly branded,marked or otherwise have permanently e. The,second half of the weld joint should have the root ease applied before �._ engineer,following are roquzromants of the soils angina, 5-IX.2 - RooF a Floor Framing Pion IX-A a Option V 01 Of IA Fasteners spaaihad on the drawings may be colored using manufacturer's affixed thereto the following information located within two feet of the any other weld passes are performed.The arc Should be Initiated at the -10'BEND IBO"B a)All Footing excavations shall be Inspected and certiFlad in compliance with 5-IX.3 - Partial Roof a Floor FramingPlan IX-BO w 4 W bron IS that vtlllzo the Trackers color coded system. Follow all center of span on the Pace of the bottom chord: end of the half length root pass that is near the center of the beam Flange, END the soils report by the soil engineer prior to placing of concrete or steel. _> monufoctwer's re urements and recommendations For Installation a handlin a. Identity of the company manufacturing the truss. and travel should progress to the outboard and OF the joint,terminating 3( FOR a3 THRU ab g compacting 0. g R= b)Soil conditions,Inciudin com actin and moisture contort,shall be Y g of the roduct.. b. The dealgn load. on the weld tab. O P R=4(d FOR ag THRU at1 inspected and certified In compliance with the soil report by the soils 5-2.1 - Foundation Pion 2A,B,G a Option 4y c. The spacing of the tresses. F. Each weld la ar should be completed on both sides of lha tint before a @ R=5 d FOR al4 THRU alb �/ W 9 P J engineer prior to placing of concrete or steel. 5-2.2 - Roof a Floor FramingPlan 2A a Option i 11.11 new layer is deposited. c)A c.rtiFicate of compliance shall be submitted to the building offlGial prior PILD COLOR CHART fait STRUCSIT A ERPL NNLS 4A CEILING JOISTS 46(d)•IN CONCRETE P g P 5-2.5 - Partial Roof a Floor Framing Pion 2B W J13O g. Weld run-off tabs should be removal and ground flush to the beam flange. to his Foundation inspection and to the architect and structural engineer. 9 O z =O.I 1-L= Deviation from the preceding procedures may ba mode,provided the 48(d)MASONRY N.N.O.J 5-2.4 - Partial Roof d Floor Framing Pion 2G I" W Q I�}4.1 Use this Span table for telling pests given the following conditions,unless 624 Prior to the contractor requesting a Building Department Foundation I M N 8d Coates 2 3/6 X.119 noted otherwise on Ion. contractor submits in writing an alternate sequence that Is approved by 0. g 9 P 5-2.5 - Partial FrOMln option Z W J _ _ _ P the Engineer and Building OPPIcia1 prior to Pabricatlon. "INCREASE LENGTH BY 90% Inspection,the son engineer shah adobe the building official in writing that: 9 P Q W M COmIOFI 2 172 X.131 FLUE a. dead load-6.0 psf FOR TOP BARS(HORIZONTAL W W COMMON D. live load= 10.0 psf 5.4 QUALITY CONTROL BARS 50 PLACED THAT MORE q. The building pad was prepared in accordance with the sell repot!. N O W e= .I 2-L= o. total deflection=L/240 HIRE TIE END THAN 12 INCHES OF FRESH b. The utility trenches have been r ert backfilled and compacted 5-3.1 - Foundation Plan 3A,B,G V Lh Rr Y 16d Short 31/4X.131 BLACK d. with calling drywall 5A.1 Qualit control Includes those funotlons to be formed the contractor to CONCRETE 15 CAST IN THE y P y5-3.2 - Roof i Floor Framin Pltn 3A Q QQ a. use a2 t lo5 Fir Larch y Per p. LAP SPLICE 9 <0_J 9 ensure that the material and workmanship of Structural steel construction MEMBER BELOW, EXCLUDE c. The Foundation excavations,the soils expansive chorgctaretice and d=O.II -L=2 IOA GenFnen 21/8.3XI48 E P 'iy WALLS) bearing capacity conform to the Boils report. 9-SS - Partial Roof a Floor Framing Plan 3B v, d SIZE SPACING MAX SPAN meet the pro�ect speclPrcatlone,applicable standards(Building Gode, "/, ,a. 9 aP 9 P W/ U w Z 2x4 IZ" 10'-b" AWS DI.I EM 350,353),and the,Quality Assurance Plan. al".RR 5-3.4 - PgrtiOl Roof a Floor Framing Plan 3G w O 12��3 I/4 x.146 16" q'-7" y '. � q.0 MISCELLANEOUS S-35 - Partial Framing Option � =0 Q 5.4Z The contractor shall submit the contractor's written Qualit Control Plan, I INK R 24" b-4" Including an required modifications to satisfy the requirements for the J 6atama 31nx.162 9 y q y 0. U>V - 2x6 12" Ib'-7" A. g.l 6rou!under base plate*shall be non-Shrinking typo and shall have t.,.-,.,�,.�,� d w0 project,and the Quality Assurance Plan.The contractor's OCP should,as a Q WW ai ,n Ib" IS'-I" P- g compressive strength equal to concrete or masonry supporting it. -�y V'I'-F V Q D w minimum,includes the Following: GR055TIE _=R i'If_'��' 24" 13'-2" E p -Designation and qualifications of protect OG personnel, = g.2 All,rode beams shall be,poured monolithleally for!heir entire,len,lh. i:;OiT;'ACi=n�•;t"i,`",UC;Ai ES.INC 2.o FRAMING 2xb 12" 21'-II" -Designation and quallhaotlona of personnel responsible for Supervbion of s 2.1 All framing,braaln nailing,notching,drilling or boring shall be in accordance 16" Iq'-II" the work, ¢ TIE OR HOOK q.3 All reinforcing to be,accurately and securely located prior Ye,pouring ly _ g g• g' g' g g 24" 17'-4" -Contractor's written QC and rocedures manual, t eoncraEe or grouting masonry. - r T -ere a i t'ie PROJECT NUMBER 60 3q with Building Code.Unless more stringent requirements ore specified or P e -Contractor's written Hold repair procedures,and gf D•4(d)FOR a3 THRU a5 q,4 All horizontal reinforcement to have matching dowels at corners of walls. ''' A . T ��r is ISSUED DATE required by the local Jurisdiction. -Contractor's Nondestructive Test NOT)procedures and NDT ersonnel � 9 D=b FOR a6 THFLI ab 9 'D ,d,n Ob/Ob/04 SA STRUCTURAL STEEL P P Z All vertical reinforcement to have matchin dowels to footin ,unless - c e�,i D 9 PLOT DATE I/20/04 2.2 Fabricglion and handlingal blue-lain beams shall be,par ANSI/AITG A 190.1 training records. _0 m 9 9 ­11S.P / W otherwise noted. standard beams to bear legible APA-ENS or AITG grade stand.An APA- 5.1 GENERAL -1 V n NOTE: ENS GRAN AITG Certificate of conformonoo for glued-lomznoted member a�lI q.5 SHEET ROCK ON FRAMING :m.lt n o DRAWN BY: K.D. should be aubmltted to the field Inspector prior to inst011alion.And should All structural steal materials and construction Shall conform to the require- 2 PUT CROSSTIE W/EACH =� .I '" P P Monts specified In Building Code,Chapter 22 a Reference, p " STIRRUP ALT.155•BENDS Stacked sheet rock loading shall be limited to this Following quantities in an REVISION BY: have minimum 2400 pal flexural stress,DF/VF-V4 with standard camber one room: g g 0. y N.N.OJ All booms shall be fabricated using waterproof give. 52 MATERIALS ALL BENDS SHALL BE MADE T5 1RRUP GOLD 5/5": 16 Individual 4x10 sheets 0 pairs of sheets) I SHEET NO.: 52.1 All steel Shall be primed with a rust resistance prlmor a should conform to J5124 TIE AND STIRRUP 1/2":20 Individual 4x10 sheets(10 pair of sheets) ASTM A56 as a minimum,unless otherwise noted.All W shapes to be A5TM The sharing of the 2nd floor b required if the number of shoat rock A-M2. TYP. RE I NFORG I NG DETAILS exaeoda the quantftres listed above. S N- S 3 I 1. CHIMNEY STACK ON ROOF. ROOF TRU55 PER PLAN. OF 2. PROVIDE SOLID VERTICAL G 3 I. ROOF 5HEATHING BLOCK5 UNDER CORNERS ROOF SHEATHINGN TRU55 _ _ 2X FLOATER 51� 2. 3/5"MAX.NAIL EXPOSURE O CHORDS TO RECEIVE E STRAPS E.N. r - c BLK'6.t E.N.IS REQb. � 12"M BAP. 3 O CONDITION W/ROOF TRUSSES - J( - 2 DIRECTLY UNDER STACK. "�" 3. INCREASE NAILING TO 8d'5 O 2 r 2X FLAT BLK6.O SHEAR FORWALLS HOLES IN SHEAR �T 7��(� 2X SHAPED BLK6.(SEE 13/SN-2 ' WALL PLYWD.SPLICE W/ U V 1J 3"O.G.ON NON-BEVELED 3. MIN.LAI'CSIb STRAP T Ib" WALLS GREATER THAN 4 2 MEMBER. MIN,LAP ON CORNER 5ND5 FOR ALT)W/ S. O 8"O.G. I/8" AP -i "\Ely , 4 1/2"x4 1/2".NO MORE d CONTINUOUS JUST ABOVE O SHEAR TRU55. engineeF�`i' µ 4 4 4 r .. I I I , THAN ONE HOLE LARGER a �; 4. 2X BLK'6.,LEDGER,R/R.OR A35 CLIP O BOTTOM TRU55. NOTE:A350 24"O.G.,CAN BE \ r i THAN 4 I/2'x4 I/2'15 "xar°°A�"� TRUSS TOP CHORD UNDER USED TO CONNECT BLK6. ` ROOF SHEATHING WHEN NOT 4. SIMPSON LTP4 EA.SIDE TO TYPICAL,BOUNDARY NAILING ALLOWED IN EA. TO TRU55 IN LIEU OF NAILING. ` MIN.B/8"TO D F P T 4400 Campus Drive BEVELED ON TOP AS REQ'D. BOTTOM CHORD OF TRU55. i i E �E o p5 HORIZONTAL LINE. P _ r STUpp 6 3/8"TO EDGE OF 2X PRESSURE BLK6.W/I6d5 I; pLYyIOOp STAF.GER HOLES IF SUCH Newport Beach AT STRAPS. TO GIRDER TRU55 d (3)I6d5 CONDITION OCCURS.MAX CA 92660 [Ippg7 I S. SLOT GUT ROOF SHEATHING P° SHEAR TRANSFER S 6 END NAIL TO EACH TRU55. OF(2)4 I/2"x4 2"CUTS 13 b.C,516LAP C EA.CORNER W/MIN.I6" SITU DTH ARE ALLOWED IN A 4' LAP ON ORNER STUD AND `� WIDE PANEL,NO CUTS OR FILLER BLOCK BELOW O AREHOLES IN SHEATHING Newport Beach CONDITION WHERE TRUSSES �� GORNERS.ET FROM STACK it `� WITHIN I6' OF CORNERS. tel 949.752.1612 DO NOT OVER CUT.1. ADD SHEAR PANEL BILKS W/ rr ,` fax 949.752.5321 I. 2XI2 5TRINGER5 O 16"O.G. I/2"SHT'6 d IOd's O 4"O.G. O ` SIMPSON A35'S,L550's FOR MAX.SPAN OF 8'-0"d ALL AROUND. 8N7 CRIPPLE r �r , \` OR LTP4'9 O 48" 2 2XI4 FOR MAX.SPAN O WALL •• ` O.G.U.N.O.PLANS. i , Palm Springs 10'-O". 8. (2)A55's EA.SIDE OF PANEL ` SOLE PLATE NAILING BLK5 TO TRUSS.(PROVIDE SOLE PLATE NAILING tel 760.323.$090 1 - 2. PLYWOOD TREADS d RISERS BLK'6 O WEB IF NECESSARY). r1 PER SHEAR WALL O 8"OZ.O NON-SHEAR ° (MIN. 8 1 9 9 LK'6.(2X,1-J015T) `• WALL d PER TABLE O q. ADD VERT.4x FILLER BLOCK SGHEDUL SHEAR WALL. S. 2X4 THRUST PLATE ANGHORE W/E.N.TO RECEIVE STRAPS. MIN.12"LONG O MAX.48"O.G. RIM J015T PER PLAN. HUAN NGUYEN,P.E. W/SHOT PINS O 24"O.G.W/2" NOTE: WITH FLOOR E.N.SECURE W/(2) OIA.WASHERS,fS4.SEGTfON -FULLY NAIL CSt6's W/IOd's SINKER NAILS. N TH FLOOR II 2 2 TOP PLATE. 17 -- H.2 OF 5N-1 SHEET-BENERAL 1 b 5 I 1 %'I NOTE5 d REQUIREMENTS). ! 5N2 5N2 SN2 TYP.LTP4 EACH 11 -� SECURE STRINGER TO 2X4 INTERIOR CHIMNEY TIE DOWN 9 BIDE Q0.0FE55/p PROVIDE SOLID BLOCKING OR N,q t PLATE W/(3)Ibd TOE NAILS. D0300 NT.RIM J015T AT ALL HEADER PER PLAN, ,�pE JpH NGU`!„ 8 i' 4. PER ARCHITECTURAL BEARING POINTS. r'. IF NOT GONT. 51MPSON 5T6236. i i t d L NOTCH DEPTH d BORED HOLE •• 5. PLYWOOD SUBFLOOR LL SEE TABLE BELOW. TA66ERED NAILING LID RIM JOIST PER PLAN 9 5 6..APPROVED METAL HANGERS 2. STUD ON ADJOIN PANEL ED6E5 O 5X POST. ✓f O 1 3. SILL PLATE MIN.2X4 STUDS O Ib"O.G.AT i NO 9/ CIVIL P 12 I 7. DBL.JOIST OR HEADER 4 F &a �= INTERIOR BEARING,AND SHEAR ' \ - IN.3X POST AT/ /2" WHEN PLYIND SHT'6. OF CALIFO 6. SIMP.THA215 TRU55 HANGER �1<a 2 4, HOLE EDGE DISTANCE 5/6"MIN. WALLS.(MAX.HEIGHT-IT �I i NERT.SPLICES WHERE 3/8' 5/b` IS NAILED TO TRIMMER, -1. GONT.2X PLATE W/Ibd'S O N ' 1V 4•1 9f1f16. 3 MIN. 4 � rr RtGUIREV. E.N.. �IS ATTACH 70 KING STUD 8"O.G. ---_ MIN. IX4 STUDS E 24"RIN O.G.AT 7X TRIMMER W/KIN6 r REQUIRED. W/MATCH SPARED TO WALL 10 1 `I INTERIOR NON-BEARING AND STUD ATTACHED W/Ibd's I •1 MATCH SHEAR WALL EN. ( 2 4 10.DBL.J015T OR BLOCKING NOTE: T NON-SHEAR WALLS.(MAX. O 6"O.G.USE DBL. '� % I SHEAR WALL NAILING REVISIONS BORED HOj•E�S NOT PERMITTED I HEIGHT=14'). TRIMMER IF OPENING 15 / I 2" FLUSH WITH SHEAR IN MORE T A TWO CONSECUTIVE '•'� II r S\ II• HEADS SHOULD BE NO DATE DESCRIPTION II. b'MIN.O NOTCH NO OVERGUT. GREATER THAN 8'-O' I• I DOUBLE STUDS _______ ) MIN.2X4 STUDS O 16"O.G.AT It PANEL. 3 12.2X6 LEDGER W/(4)16d5 PER ALL EXTERIOR WALLS.(MAX. 10/14/04 CLIENT REV. HEIGHT=10'). I/D" PLAN ATTACH TO K.STUD 1IAO104 CLIENT REV. STUD O WALL CONDITION. TRIMMER OR P05T PER NO OVER GUT OR OVER NOTCH. NOTCH STUD SIZE EXT,d BRN'6.NONHSRN'6 REFER TO PLANS FOR OTHER 2X FLOATER 11I SHEAR WALLS AND O 16" G WALLS WALLS YJ/Ibd's O b"O.G.AT 57A I R ®E TA I L J STUD SIZE EXT.d BRWS NON-BRN'6 x I 1 2 I/8" GONDITION5. WHERE OCCURS O.G.AT NON SHEAR WALLS WALLS WALLS i D0002N 14 2x V8" I'V16" - 4 2 /" 2 /8" D SILL W/ANCHOR BOLTS STUD WALL r / ` I°, x 2 3/Ib" 2-2xb 3 5 Ib" 3 5 Ib" SEE FOUNDATION PLAN FOR I• TRIMMER d KING STUD SIZE d SPACING. i, PER PLAN. D0007N IGBO APPROVED"SHOT PINS O `� 2X FLOATER. SEE FOUNDATION PLAN NOTES. r DOUBLE SILL IF INSTALL POST ANCHOR 4 2. RDRAIL Al,"5/5"0 ARCHITECT. STUD NOTCH I Ne/BOR I NG L I M I T5 10 I 5OPENIN6=8'-O' SCREWS. OR GREATER PER PLAN ON OUTSIDE 0 0 0 3. 1/2'DIA.X 2 1/2"LONG LAG 0 0 0 o SCREW W/WASHER THROUGH 1 2 WHERE OCCURS /8 FACE OF SHEAR PANEL `� I UNA. DRYWALL. P.TD.F.SILL PLATE 4. 2X STUD 4" I- NOTCH IN PLATE . RESTRICTIVE NOTICE S. 3/8"DIA.RAIL SCREW W/ 3"MAX. SIMP.HDG WHEN APPROVED SHE BY MANJF. I OPENING O EITHER SIDE THM DESIGNS,0R NGS.MD 2-13/4"MAX.IF BORED HOLE I 4 b. FLOORSYSTEM I I EXGEED55'-O" sPECIPICATwNs qRE THNGIN SINE 2 1. 5H2.5TUI OR SCAB J015T TO EXCEED I 2 5 IN 2x4 TOP D0013 I PaorcxTTOF coGRO PJNEFRING (3) PLATE OR 2 3/4"IN 2xb STUD W/ Ibd's. I/2 DEPTH TOP PLATE,STRAP E/S OF cONSInnNG CRouP,qNO Au 18 X O 3 4 EAC BSA kV(4)I6d'S TO PLATE W/ITEM•3 BELOW TYP. FRAMING GRO55 SECTION 6 TYPICAL FRAMING ELEVATION DD0,4 1 qNC DNHDM LTOHESE MIWISN�Q 9. H2.5 FROM STUD TO SILL 3-51MP50N RIPS METAL STRAP, F _ _____ 8 5 PLATE STAGE.O 16"O.G. 4 TYPICAL O EACH PLATE GUT I. 2X STUDS 5. MIN.2X6 SOLID BLK'6.W/(2) I. TYPICAL 2X 51VD5 AT I6• - BE CDUCED,NOR CAN 10.M57A21 CENTERED O 5HT'6. W/(6)I6d's O EACH SIDE. 2. SILL PLATE 16d NAILS EA.SIDE UNDER O.G.U.N.O. (2)Ibd END REPRODUCED,NDRUN THE _ NAIL ALL HOLES 3 U.N.O.ON PLANS PER DETAIL 3. ggP'•ry1x,,ppEER PLq PERPENDICULAR WALLS ,X 1 W/ - STRUCTURESYBUILT FROM THEM 5 ALT,CONNECTION II. SHIM A5 REQUIRED 4 4. 2X JOISTS OR I"-JOIST NAILS OR(4)8d TOE NAILS ( Q Q Q Q WITHOUT wamw coNSE ff OF 9/5D-2. AND O 16"O.G.UNDER 5 EACH END TO TOP d SILL CowsENGWEERINGGONsu- PARALLEL WALLS. PLATES. ___ 4-PIPE WHERE OCCURS b. 2X4 O 24"O.G.W/(D LTP4 2 EDGE NAIUN6 TO FALL ON GRWP I 5 TO EACH FLOOR MEMBER 2. CORNER STUDS OR POST PER CGPFRIGHrGIX1V6FNGINEERINI, b / \ 5-TO PLATE5/SILL PLATES NOTE: PLAN. SOLID PORTION(MAX 6"O.GJ coNsulnuc GRO P- -FOR PARALLEL CONDITION, q11 RIGH RESERVED 10 10 �/ b-ANCHOR BOLTS PER PLANS I 2 S 3 BLK'6.MAY BE OMITTED IF - 3. PLYWOOD SHEAR PANEL PER _________________ �A05• O.C.16" FOR VENT A SINGLE JOIST IS ALIGNED - ,.t. PLAN. _ IN6 OF 6'-0"C3-A35's T 1-LOCATE ANCHOR BOLT 5" UNDER A WALL WHICH SPANS .A ADJACENT BLK's),AND 1 ( I 3 MIN.9"MAX.AWAY FROM UNDER I/2 THE LENGTH OF THE 4. P05T AT END OF SHEAR PANEL - -' ICI j i NOTCH OR END OF PLATE J015T OR A DBL.JOIST 15 PER PLAN. %,�`-�22 1/2"- .r`\ O 12"OA.FOR VENT SPAGI \ // MAX.HEIGHT=58" ALIGNED UNDER A WALL WHICH , _ ``�\ OF 4'-0"(2-A35'5 FER \ M F=20 PLP SPANS OVER 1/2 THE LENSTM 5. NAIL CORNER dMULTI-STUDS' `� ADJACENT BLK's). Me20(8")(38'7/12=506 II _ - I SKIP A35's O VENT BLK'6. OF THE JOISTS. I .;� T06ETHER W/Ibd'S O Ib'O.G. d3 I/2" ��< -I"-JOIST BLWO.MAY BE USED STA66ERED O SHEAR WALLS\ r it P=506/L5=338s -IF NOTCH OR HOLE EXCEEDS 4 WHEN I-JOIST SYSTEM 15 USED. d 24"O.G.O NON-SHEAR 3/8"VIA.BOLTS CAPACITY 50%OF TO PLATE WIDTH, USE FILLER AS REQUIRED 3 II 3/4" /4" IN WITHDRAWL IS 313•/IN. STRAP BOTH SIDES OF PLATES. PERPENDICULAR ALT.5IMR -FOR PARTITION LENGTH LESS ELLS• ALT.CONDITION PENETRATION.USE MIN.2" 6 STAGGER 9TRAP5•EA.51DE. CONDITION• THAN 8'-O"NO BLK'6. 4 b. EDGE NAILING TYP• MAX. _ PENETRATION. IS REQUIRED. - -- \�` -OFFSET JOIST(5)O PLUMBING J 6 7. Ibd's O 4"O.G.STAGGERED ` ___________ HANDRAIL/GUARD RAIL DDD27N 15 PIPING THRU PLATE FRAMIG 11 ; 024� LADDERBLK'6. NOTE, TYPICAL VENT BLOCK DDD,4 1A a jQ Y, 8, 2x STUD O SHEAR BREAK. I/8"GAP NAILS SPACED O 2"O.G.SHOUL Z ---.tj•� I. 1/3 OF JOIST DEPTH MAX. 4. PIPE QR CONDUIT 3 I 5 3 I b S 1 3 BE 5TA66ERED MIN.I/8'. 2 I. SOLID RIM(2X L.V.L.OR O I. PANEL JOINT 2. 2"CLEAR TO EDGE OF JOIST 5. 1/8 O JOIST DEPTH MAX TIMBER STRAND)Vy/FULL 2. ROOF OR FLOOR SHEATHING 3. JOIST DEPTH b. I/4 OF JOIST DEPTH WITHIN BEARING.ADD BLK6.,45 7tl7�Q W I"MIN. I"MIN. IL 5 3 S. 2X4 W/NAILS TO BE LOCATION SHOWN - w NEEDED. 2 MATCHED W/EDGE NAILING OVER A .,� OVE LAP N 2. LOAD BEARING POST/ Ul 4 4. ROOF OR FLOOR FRAMING " --- _ MEMBER. TJI SIZE UP TO 3' T UP TO 7° UP TO 10" NOTES, .' x I '..I I STUD ABOVE. O V V OPP5CT CDCC ALT.CANDI710N S. 2X4 FLAT CONNECT TO A B A B A B A S a W SUPPORT W/MAX.6'AWAY FROM FRAMING MEMBER WT IOd -PER CONY,FLOOR SYSTEM '\ -+�.« S. "I"JOIST W/FULL BEAWIS. PRAMIN6 MEMBER COMMON NAILS®EA.END 11 7/8" 21 I'-O'I'-b" 3'-O"4'•b"5'-0"V-0" - - NOTCHED d BORED HOLES TO 4 4 f 2X SQUASH BLK'6.ADD Z 6. PANEL EDGE WHERE 2X FLAT BE O OUTER I/5 SPAN ONLY PARALLEL ALTERNATE 3 ra FILLERS AS NEEDED. = Q BLK6.15 NEEDED O BLOCKED II 7/8" I'-b"2'-0"3'-6'S'-6"61-O°8'-6" - - CONDITION CONDITION D001 g PLAN VIEW WALL TRANSITION 8 W b 14 1 8 9 DIAPHRAGM. -MAINTAIN MIN.6"SPACING 4. 4-16d'S,2 0 TOP 6 2 0 1. DIAPHRAGM BOUNDARY d 14" 1'-0"1'-0" Ib"4'-0"V-b"8'-0"8'-6"1110' BTWN.NOTCHES/BOREO HOLES 4 BOTTOM EACH SIDE. Q 19 B.N.PER PLAN. -FOR OTHER HOLE SIZES NON-SEARING WALL SUPPORT 7 HEAR WALL/WALL I NTER5EGTI ON 4 5 5. SOLID BLK6./POST,MULTI- PER DISC.ON7IN000S PANEL EDGE, 14" I-0"1'-0" 2'-b 5'-O°5-0"W-0'9'-b"W-b" AND JOIST TYPE SEE D0009 STUD OR BEAM BELOW. z• E06E NAILING PER PLAN. y 10 9. NT.PANEL E06E W/BLK6. A 1/8"MN. g MANUFACTURER DPEG' L FLASHING. b. HEADER PER PLAN 4 l9 d1 W I43 F BLOCKED DIAPHRAGM), TYP, I. 1/2"THICK PLYWOOD SHT'6. 2. WOOD FRAME WALL. DBE NAILING PER PLAN. -DO NOT GUT HOLES LAR6E 3. 4"MAX.BRICK VENEER.SEE 10.24"MIN.UNLF55 FULLY THAN 1 1/2"IN CANTILEVER. 2. ROOF SYSTEM. ARCHITECTURAL DRAWING w A�Q BLOCKED O ALL ED6E5. AND MANUFACTURER FOR Z 11. FIELD NAILING PER PLAN -A 1 1/2"HOLE CAN BE GUT 5T . MIN.1/2"THICK PLYWOOD 2 MORE INFORMATIONS. Q w Z - 10 FRAM%8"B4 AP R9 ANYWHERE IN THE WEB. 5HT'6.NAILED DOWN O 6" 4. AIR SPACE WHERE REQ'D. ( to U.N.O.. . . I I O.C.AT�O LEDEER/TOP PLATE. 1 q 5. 22 6AU6E X7/8"WIDEXb" W� •II 15 14.DIRECTION OF PACE GRAIN -REFER TO MANUFCTURERS i 2 10 A5 ALT.EXTEND OF LONG GALVANIZED GOR- BLOCKING AT POSTS/TRIMMERS `Z LL E j W W PERPENDICULAR TO SUPPORT GUIDE-LINES IN I-JOIST I i 5H7'6.THROUGH FIREPLACE. RU6ATED STEEL VENEER ( \ Q W 15,BLOCK OUT EDGE5 OF THE GATAL06. i S ANCHOR O 12"O.G.VERTICAL ' :' FF��// `J w 0 LU • OPENING Al DBL STRUGT'L. I i 4. 1/2"THICK PLYWOOD ON 3 I d MAX.24"O.G.HORIZONT 2 I 2 4 25 4 2 I IL Q Q MEMBER5/BEAM N.NA)AND DI 2X D2 MI D2 L2 %L2 MIN. LI I I SIDES CENTERED O JOINT 6. SHEATHING WHERE OCCURS. (n Q Ib'.MIN. PROVIDE RB..N`.0 ALL EC S, • 16.TYP. D A i t EXTEND 4'-0"EACH WA 1. MORTAR BED. J (3)Ibd TOE NAILS IF LENGTH 3 - I i - S. 2X LEDGER W/16d's O b"Y b 9 INd SEISMIC ZO AT BNE3 END 4 4 CDR O 's , ~` m d Z OF TAIL J015T 15 LE 55 THAN NOTCH HOLES I N I-JOIST <__ _ Q.G.d LTP4 m IS"O.G.TO •9 B.W.GAGE WIRE JOINT >I�' V U W 6'O'. :y' DBL TO PLATE 1 REINFORCEMENT O 12"OG :a � H a.0 11. TAIL J015T/TRU55 PER PLAN a. O = F- 8.TYP.2 BAY5 OF 5LK6.USE I 6 FIREPLACE FLUE 10.BEAM OftHEADER PER PLAN �" J • ,, GS16 OVER BLK'G AND ' 1 .. NAIL s 2 I/16"O.G. I I I, 5/8"IP X 3 1/2'LONG LAD TYP t..// ^� a e o 5 ' oVC S�++Q I 4 I I 5 1. CUT HOLE IN PLYWOOD ONLY g BOLTS O 16'O.G.5TAG6.. U Q_0 I i AS REQUIRED, 12.3 1/21X5 1/2'XI/4"STEEL 1 th sc NOTES; ANGLE FOR UP TO 8'-0 PERP£NDIGULAR PARALLEL t or a o b I 6. PLYWOOD FLOOR SHT'6. OPENING d b'x3 I/2'x3/6' cII. MP.BOTTOM �G M'IEC�T. -STAGGERED JOINTS AS SHOWN c les or o (MAX 0 ' 0.4� -NAILS SHALL BE DRIVEN TIGHT BUT 1 6 B 9 GONT.THRU FIREPLACE. 4 FOR UP TO Ib'-O'OPENING. t t r; SHALL NOT FRACTURE SURFACE OF i i P 'v SHEATHING. B (NOTE 6"Is VERT.DIMENSIO conss;4, ,1.'S. IX OVER 2X PLATE OR(2) PROJECT NUMBER: 60"I59 -SEE GENERAL NOTES FOR PLYWOOD i I 9. FLOOR SYSTEM. O ANGLE). 10 8 b 2X TOP PLATE WHEN TRU55 TYPE,THICKNESS,SPACING,d NAIL SIZE I I DOT.CHORD IS CAMBERED I 10.MAX.UNSUPPORTED HEIGHT NOTE:ANGLE NEED TO 4. 2X BLK'6.•24"O.G.W/(2) ISSUED DATE Ob/08/04 -PROVIDE MIN.3/8"EDGE DISTANCE O I I Iu TO BE 4'-0".FOR HEIGHTS 2 2 3 I I EXTEND d BEAR Ibdb TO EACH MEMBER. 16 PRAMIN6 MEMBER t 5/16'TO EDGE OF I I 1vI % PLOT DATE Ob/10/04 PLYWOOD DIAPHRAGM. I I eI GREATER THAN 4'-0",USE MIN.4"ON SIDE S. ZX MEMBER W/(2)Ibd TO BLK' }r II ADEQUATE KICKERS TO OF VENEER. 6. 2Xb2B TRAOGPI PLATE -ALL DIAPHRAGM BOUNDARIES SHOULD 2 1 5 i i F E BRACE WALL TO ROOF. 8 f((��SS DRAWN BY: K.D. 12 BE FULLY SUPPORTED BY PRAMIN6 I I I OPENING IN MEMBERS Al BOUNDARY NAILING I I i 8, 2 Ibd5 O 12"O.G. DIAPHRAGM -T46 ED6E TO BE LOCATED OVER 4 I I b 10 REVISION BY: I I ,X\ II 4 �--v II 3 I 10.2X GEIU16.10-JOIST ORBOTTOM �-- CONTINUOUS PANEL JOINT. CHORD OF TRUSS -MAX.UNSUPPORTED SHEATHING TO BE y� I I SECTION GONNEGTION 2X NAILED TO TOP PLATE 24".PROVIDE ADEQUATE PRAMIN6 XI�EO4 Iv II. 2X BLK'6,X 12'LONG O x6'-O" SHEET NO.: 15 _ h MEME'.ERS TO LIMIT SPAN. D0003 TD 004y�L to 12 O OPENING ALT.CONDITION ALT.GONNEGTION ) ILJ'.1 20 SHEATHING LAYOUT 16 NOTCH I$ HOLES IN CON\/. J5T.,_, , 12 EXTERIOR FIREPLACE GONN. 8 MASONRY VENEER/CAVITY WALL 5 FRMIG. TO NON-BEARING WALLS 3 SN-2 48 do 1. PROVIDE MIN.04 BAR b'-O" 1 5 4 5 5 2 1. ROUGHEN SLAB CONTACT NOTE: 1. CENTERLINE OF POST NOTES: d. 2X STUDS a Ib"O.G. 4"MIN. LONG,5"TO 5"FROM THE SURFACES TO RECEIVE GAS SEE DETAIL 01 FOR LEGEND AND PAD FOOTING FOR MISSIN6/M15LOGATED A.B., b. INTERIOR FINISH •'�' TOP OF THE FOUNDATION -ON SLAB 2ND POUR AND INFORMATION NOT SHOWN 2• POST IN WALL OR USE SEE PET.19/SPI FOR FIX G. 2X P.T.D.F.SILL(USE 3X NOTES CENTERED AT"HD".(BEND 2. ALL A.B.,HD.B.d STRAPS COLUMN BASE,SEE PLAN •FOR OVERSIZED HOLE IN SILL PLATE, WHERE INDICATED ON PLANS) REBAR AT CORNER) *• MUST BE MADE LONG ENOUGH 5. PAD REINFORCEMENT, SEE PET.21/50I FOR FIX HAVE [J W/5/6"PIA.ANCHOR BOLTS I" SHOULD BE MAX Ib" ;:; ® NOTES: •• e, T, - FOR MIN.EMBEB.INTO FIRST SEE PLANS WE INN 10-MIL V115G EL S TO EAMS(U OJ•12° •72"OF.1 12"MAN.FROM PO OF LAB O Fp FT6.REIN'F. •DEEPEN FOOTING A5 REQ'D. 3. SAND BASE MAY BE I I 'VERIFY ALL INFORMATION N PLANS)W3/Ib'IX2"X2" ' 'D'IS OVERALL DEPTH FT'6. TO ACHIEVE la+4" T' PER DETAIL O - REPLACED W/SOLID CONIC. 2 FACE F R UPDATED SOILS REPORT PLATE WASHER. REFER TO MANUFACTURER AT CONTRACTORS OPTION BEND REBARS IF REQUIRED I LAP SPECS.FOR INSTALLATION ':. .. 4. 4"THICK MIN.BUILT-UP SLAB PER MIN.5"LEDGER• VENEER d. 4"8 MI HT OF d O O.C.G.EAN• I //''11 7� MIN.48 BAR DIAMETERS O TO WODI MEMBER I I • SOVER AND BA ACTED M015TENE t, -.-°- -- - SLAB. �pX J,{PIM J �J 1`/ ,C REINFORCEMENT TO MA7GH ° MIN.DIST.TO CORNER SHOULD (UN.O V . ill NOTES: 5. SAND -10/10 W.W.M.OR•3 I° i- -.i4e b h PER AN REPORT. FOUNDATION DETAILS. 'BM N.f'c=2500 psl N.N.OJ -WHEN POST LOAD BEARS• O 0"O.G.EACH WAY ° ° ° ��� ALT. a. •4 REBAR CONTIINUOUS ° • E e •SEE PLANS FOR HOEDOWN CAST-ON SLAB,THICKEN LONG. yi • < /�, •i a` d P p l:J_� -- TOP d BOTTOM N.N.OJ •°^.w:,^n E•wv^:° Tl'PES. MIN.24"5Q.ALL THE WAY TO " ° ° ( all f. 2'SAND OVER 10 MIL SEE DETAIL•I FOR LEGEND d LOWER SLAB. 1 - .b ISOUEEN OVER 2"SAND INFORMATION NOT SHOWN �iEE PLANS I- _ I°° k 6 :J T/e• yy 4400 Campus Drive -SEE DETAIL•1 FOR LEGEND N.N.OJ PER SOILS REPORT D5115 FURAL OR MISSING OR MISLOGATED d INFORMATION NOT SHOWN. S• 124'S MIN. ^� c I ,f. ;? Ll �/ h. EXTERIOR FINISH VI/6.1.BASE Newport Beach STEPPED FOOTING 23 tl 5 -- _ -'_- k. SSEEEEFOUNDATON NOTE CA 92660 •t R.' HOLOOWN STRAP,SEE DETAIL C /�Q /� IN. N° 20-SDI 6"MIN BUILT-UP SLAB 13 I �� If' a ON SHEET SN-I IN.5' da d 1 D5101 ° INTERIOR • EXTERIOR �.. 7� ° T M. ISOLATE SLAB FROM STEM 1. FINISH&RAPE TO CORNER TO CORNER WALL N5E I/2'FIBERBOARD 4. CREATE PIPE SLEEVE 2" NOTE: I. POST PER PLAN MATERIAL). Newport Beach 2. BAGKFILL TRENCH EXCV. LARGER THAN PIPE HTT22 INSTALLATION HD INSTALLATION FOR MISSING"GB",SEE 2. SIMP50N COLUMN BASE Via• J - p, MIN.4",IF L555 THAN 4' P PER SOILS REPORT DETAIL 22-SDI GB/LGBAHGB PER PLAN ISOLATED PAD FOOTING 6 P� <" EMBEDMENT,USE•4 PONELS tel 949.752.1612 3. •5 MIN.'V"BAR BENT r a ®52"O.G. 5, BOTTOM OF TRENCH EXCV. CONTRACTOR 15 RESPONSIBLE SIMPSON do le ANCHOR 0 POST i� R 5"BATTER 12"A 12'THRU STIRRUP I° P �24° fax 949.752.5321 NOT TO EXTEND BELOW THIS HOLDOWN AND TYPE I I 7 qqF COLUMN BASE NOTE' ° 1 PLYWOOD PER PLAN. FOR PROPER SHORING WHEN 4. (2)a4 E/W PER PLAN "O GOND"A" •� G�. TOP O NAT.GRADE OR LINE REQUIRED HTT22 I B/4" 20 5/b 5/8"m 55TB24 4X4 _= S. PLATE d ANCHOR BOLTS B"m GOND"B" SEE DETAIL•1 FOR LEGEND AN r'° N Q COMPACTED FILL. HD -SA 15/4" 20 5/b"5/b"m SSTB24 4X4 �� ^ -- WHERE OCCURS INFORMATION NOT SHOWN Palm Springs - 15/4" 287/b' 7/b"IP 55TB54 4X4 BOLT ;�Q I -- -� 6. PAD FOOTIN6 PER PLAN J <m tell 760.323.5090 7. TOP OF CONCRETE WHERE 9YLOND'A' ppp NN-91767EEL_ HD-6A 15/4" 2b 7/b" 7/6"O SST554 4X4 =`� t n --� - OCCURS I d BE REBARS IF REQUIRED d 12YGOND'B• E+ $ pOR`'VERY LION EXPANSIVE ° HD-IOA 15/4' 26 7/b' 7/6'b 55TB54 4X6 1]YGOND•A• p• SOILS WITH E.I.<20 d No HUAN NGUYEN,P.E. y I 5 `y;5=' 2 j f - d LAP MIN.45 BAR DIAMETERS 2 ° 0 5 /1 1 P �j IS••I.OND'B• mlm COMPRESSIVE SOIL O NIGH PAR,' ° L'J\ ,, -= LOCATE«a eAR 28 16" � TYP. HOLMOWN INSTALLATION D5108 18 ° a _= 2 i --- -- PER PLAN TYPICAL EXTERIOR FOOTING 1 egOfE531O4 lo'-0'HIM .+'�' ,^' ° ° , .. \•. MAX. D5095N 0`caJPN NCLy lF I. 5/6' a x b SIMPSON TITEN c•tria*ak b m °�� -- 2r d I. ADD•4 HORIZON.•12°O.G. W z HD CONCRETE SCREW u ° II D DII ��Vh•. " P a b ( 4 ANCHOR. II ° +�„-"•+`T ,, i• °° a '�` I I• ° IY ,e 2. •4 VERT.•16E O.G.IWHEN'0' T \ 2. 15/4"MINIMUM. '�4 5 o.U IY ° IE4• ° .. ..::gin - --- EXCEEDS b° * P 07 sA ADD(2)04 X 4'LONG COMPACTED 2L "" 5 c_6 1 °°° NOTE: NT R m PENETRATION FILL I ""'�°v SEE PLANS GLR 6* b - °�e SE DEEM T01 FOR LE6ENP f CAL1f0 D5023ddd ION NOT SHOWN. o NOV q I COLUMN BASE 14 12" Z TYP ETRENGH NCH PFRPGSA FOOT NGS 24 D5099 y. STEP AT CONCRETE SLAB 7 ss� REVISIONS D5117 d I. MINIMUM 4Xb POST IN 2X4 N NO. DATE DESCRIFFION MIN. °a '" NOTES' = L AND bX&OR(2)4X6 ' 1'" I. POST PER PLAN b"O COND"A' - WAL 2"®GOND"A' b^•GOND"B• IOA4/04 CLIENT REV. NO SPECIAL INSPECTION IS 5 2. DEEPEN FT'5.a BEND THE 2, SILL PLATE IS"6GOND"B II/10/04 CLIENT REV. Iil REQUIRED FOR SCREW ANCHORS REBAR•CORNER AS I 3 11 2 FOLLOW MANUFACTURER NEEDED. 5. ANCHOR BOLT.SEE PLANS U.N.O. ITII I. STEEL 3"X I/4"X 50"LONG �� 9 FOR SIZE AND SPACIN6 ^ 1 p Q d 5 al STEEL ANGLE d a RECOMMENDATION FOR A A 4. 3"CLEARANCE.TYPICAL /��"f'""/ INSTALLATION �@ I 3. DBL STRAP HOEDOWNS PER 2. (2)5/6"PIA.GARRIA6E 2 PLAN AS SHOWN.TO BE b BOLTS MIN.SPAGIN&BTWN.ANCHORS INSTALLED OVER PLYWOOD �' S. ADD•4 BAR BENT DOWN _ __ TO BE b".IF SPACIN6 IS LESS I SHEATHING INTO FOOTING EN CURB 2 6 5. SHOVEL FOOTING THAN b",USE THREADED RODS ° 5 4. SILL PLATE PER PLAN V. EMBEDDED 5"INTO CONCRETE g ° < 10 b. 7'-O"TO THE ggppTTQ M OF 4. 12'CONCRETE EMBEDMENT W/SIMPSON SET EPDXY(ICE30 A A 5, u5 HOOK BAR,ALL BENDS 4 ii THE HEADER N.N.OJ. °.II "u'ENLARGED M5279)OR EPGON A7 ADHESIVE P AN I I SYSTEM IGBO•5560 SPEGIA SHALL MEET THE MIN.STD. JI ° d a ILA g �J,e'UJI L YIEW ( ) L 5. 2X4 P.T.D.F.MEMBER , I INSPECTION IS REQ'D.FOR THIS ° HOOK REQUIREMENT Ti 7. TOP OF SLAB AT GARAGE tea. ' 6. 2X4 P.T.D.F.PLATE(NOTCH SYSTEM ° ° ° I .( AROUND STEEL ANGLE) NOTE. ° b. TYPICAL GONT.•4 TOP AND °°° n ,° .°i ° • FOR MI551N6 OR MISLOCATED BOTTOM N.N.OJ ° Z HOLDOWN STRAP,SEE DETAIL 5 °° Z ° 20-SDI 9. OF THE TO THE 0TTOM °• < ° ° RESTRICTIVE NOTICE 4 +--�} S n ALL STRAPS ARE 51MP50N ° ° d ° 10.T'CURB MIN. ,L. .r ° ^F D5104 D5103 '� RAISED CURB THEE DEIGNS OMWINGt AND 5 STRONG TIE i--MIN.O PARTY WALL P1/ IS"MIN. SPECINGTONS AaET INC2 usrvE • ° •°° STRAP EMBEDMENT MARK 15 i D5096 PARTY WALL PROPEITY OF GOLMS ENGINEERING 29 PONY WALL D( GOLD JOINT. 1-10'MIN. coNwLnNG GRouP,AN Is 25 MISSING OR MISPLACED A.B. 19 "' 2 B m 1 7p@� R INTERIOR BEARING FOOTING 2 GONFlA TO ALL REd'RB B `g �AI5ED GURU! 8 AND NO PMT Or TIBEpMWMIGS 12"MIN 12'MIN RBROWCED.NORCAN 1. 4X4 POST,U.N.O.SEE PLAN D5017 CAN BE CONED.TMNSEEIEED,m NOTE: 2. STRAP,SEE TABLE 4 NOTE, sTnucTUus Bc BIRLT ERON nNEt SEE DETAIL•I ABOVE FOR INFORMATION NOT SHOWN. Gams ENGINEERING CONAILTING SIMPSON la P T F SEE DETAIL•1 FOR LEGEND AND I a mTHour wwrrw coNSENT of 3. EMBEDMENT IS FROM GOLD HOEDOWN EACH STRAP FINISH LEGEND d INFORMATION NOT d � GROUP JOINT AT NON-MONO POUR (2)HPAHD22-2P10" 4X6 (25)-Ibdb COMMON SHOWN FOUNDATION SYSTEMS. C RIGHTGW SENGINEEuNG O-- (2)WASS I/4"4X6 (27)-Ibd's COMMON l' l ~Q 0 ° TIE BEAM REBARS TO CONTINUE CWSULTINGGRWP2MN NOTES: (2)5THDI4 14" 4X6 (50)-Ibd's SINKER 5/4, SLL • INTO EXTERIOR FT65 MIN.24". ii Z ALL RIGHTS RFSERVD) USE SIMPSON SET EPDXY-TIE O OIL - J z LOWER TIE BEAM AS NEEDED. I REDHEAD EPCON Al ADHESIVE F c f •SYSTEM.APPROVALS: IGBO HOEDOWN STRAP 15 $uOk�1 ° d in ADJUST EXTERIOR FT65®TIE --- --- I;{ R.R. d•5560 d CITY OF L.A. V1 - BEAM LOCATION FOR REBAR .. J 1 •� IC.BO 2AND MANUFAGTURE7-1 R'9R T p DEVELOPMENT. Z f f0 S ° SPECS.FOR INSTALLATION I. 4X4 P05T N.N.OJ ON PLAN �8 m e a5ELO- PROCEDURES. 2. REFER TO PLANS i TABLE 1 5/4' ° SPECIAL INSPECTION IS io TYPE FOR CONNECTION 12' C O MIN. REQUIRED DURING ALL INSTALLATION 2 d NOTES, J5014 ° MIN.CONC.STRENGTH - • ALL STRAPS ARE 51MP50N gg6"oGOaD„B; ° Sj1 < I_- t'c 2500 psi STRONG TIE 6' I O IMP MI551N6 REPLACE ROD m EMBEDMENT °-��-z INSTALL STRAPS OVER TIE BEAM 9 HOEDOWN STRA HOLDOWN ADEQUATE SIZE WASHER a q•. SHEAR PANEL 3 STRAP" HTT22 5/b" 10" REQTJ'WHEN ANCHOR BOLT 1 REFER TO TYPICAL INTERIOR NOTE: " t O SIZE IS SMALLER THAN HOLE U ° FOOTING DETAILS FOR MORE d HM HDSA IN HOLPOWN. vl• INFORMATION PROVIDE CONTROL JOINT AT 12"6GOND"B 'D ,f O D• HDbA/HO6A HPOb OR A 7/6" IS" CONTRACTOR SHALL SPECIFY u MIN.f"=2500 PSI 10'-O" EACH WAY N.N.OJ D5002 O OVERALL LENGTH OF ANCHOR. INSTALL ADDITIONAL•4x6'-O" SEE DETAIL•I FOR LEGEND d I DBL.STRAP HDQb OR e• ENTIL ERED*STRAP HOLDOV'd•1 U-I AND HDIOA HDIOA 7/e" 15" FOR OTHER HOEDOWNS NOT 2 (BEND REBAR®CORNER)OMIT INFORMATION NOT SHOWN EXT. BEARING C ARAC�E CURB 3 p`� lU N Q •4 BAR IF CONT.REBAR EXIST LISTED IN TABLE ABC.4/OR INTERIOR COND. a THIS LOCATION. PROVIDE SAW GUT WITHIN 24 __ ) V OTHER GOND.NOT INCLUDED HOURS OF POUR NOTE: ILI =HOLDOWN STRAPS ARE:ALL PA'5 ALL HPA'S HERE CONTACT 6OUVI5 EN&'.6. SEE DETAIL•1 FOR LEGEND d b"MAX. 1/6"MAX. SEE DETAIL•1 FOR LEGEND d Z j W PAND42,MPAHD,HPAD22,HPAHDL�2-2P, GROUP OF COMPANIES FOR INFORMATION NOT SHOWN d -- INFORMATION NOT SHOWN _ STHDIO AND 5THDI4 FOR SPONTAe FIX ° STRAP EMBEDMENT MARK 15 •. TI O 7 ju U 0 U5105 •GOLD JOINT. - dl FOR MISSING OR M15LOCATED 6" z Qr 30 26 FIX FOR M 1551 NG HOEDOWN 20 2OPOWN STRAP,5EE DETAIL --- --- a -- d - YY JU 10 1 OVERSIZED VERSII RDTHAN E OR HOLE 16'OVER ® ••`s r" 5IMP50N IE NAILS i i i Q 0 d1' O` - -- .-- v-y HOEDOWN 5024 5AW GUT HAND TOOL.JOINT >; 4 a ° b S BOLT DIAMETER PA-28 4" (20)-16d'S SINKER °c / n_-'J9 HPAHD22-2P 10" (25)-Ibd's COMMON 10of V �, O ```` -U 2. ANCHOR BOLT Jl < Q_ • V Q 0 HPA-28 b" (24)-Ibd's SINKER m O ° IL . CONTROLJOINT • 'i , 5. SILL PLATE EXTERIOR GOND. HPA-55 b 1/4' (27J-Ibd's COMMON © - to O J 4. EPDXY GROUT STHD IO IO" (20)-Ibd's SINKER d k a NOTE: q^ 0 z W W III STHD 14 14. (50)-Ibd's SINKER 6 Z S. 51MP50N BPS 5/b D5107 SEE DETAIL 01 FOR LEGEND d 1 rya ° ` ( to 0 W u °° INFORMATION NOT SHOWN . } cV N r W `/ Q Q 4 b. STUD WALL PER PLAN HOEDOWN STRAP 16 v 2"IGOND"A ° !L FIX U51NG EPDXY GROUT FIX USING SIMP.BP5 5/8 ° - °- .,� ,�.N.N.OJ ro ..- IS".GOND"B 12 U.N.D. I Q N NOTES: .. ..::.. F- Z SSPPEFGS.FOR INSTALLATION - DEEPEEAND WIDEN FOOTING S A yt, ,MICE v O 'L a FIX FOR OVERSI ZED HOLE 21 TO WOOD MEMBER AS SHOWN TO RECEIVE D5102 HOUSE TO �' `RA�E/' `P�ON - 4 N N V 0 =O D5088 -MIN.t 4-2500 psi(U.N.OJ HOLDOWN - IL IL 1. POST PER PLAN d I m AGE OF S ,IG �-O- d�LJ NON-BEARING INTERIOR WALL 11 z PORG„�LA�-- T 0IL NJ U /�1 2. SIMPSON ABU COLUMN BASE 2 5/4 T FILL �Z T';e'o L D N- d FINISA e o;h$ Q O J TO MATCH POST SIZE NDIH I NSTALLED MIN.' - -- WITH I d HDI5 PIPE Bl1MPER GUARD -Uing ° 5. ""PIA.RED HEAD WEDGE • INSTALLED WITH d ��i S 2. CONCRETE FOOTING 4 5 ANCHOR(IGBO•15T2)OR p n r + PROJECT NUMBER b0739 1 5/4" y�N. ° on S'MPSON WEDGE ALL STUD HEX-HEAD BOLT " MIN. „ ° ° ANCHOR(IGBO p3651)WITH I� 5. 56'OR PER ARCHITECT u:> �se ac Fd ID ISSUED DATE 06/08/04 MIDDLE OF SLAB CONDITION aEMBEDMENT INTO ble EDGE OF SLAB CONDITION GONG.•MIDDLE OF SLAB e = ° 245 M b ,,eD .I:ve n n° °. �'-' PLOT DATE: OS/IO/O4 NOTES: CONDITION >SEE PLAN�r=LARGER n - .a a ::,.MIN 4.:;,"os DRAWN BY: L.D. -FOLLOW MFR.SPECIFICATIONS 4. 5/6"PIA THREADED ROD PAD 15 7UIREDD FOR INSTALLATION OF ABU EMBEDDED 5"INTO GONG. ry I'iIl'' Z W INT AS ° REVISION BY: AND ANCHORAGE SYSTEM W/51MP.SET EPDXY(IGBO - 12'°MIN. u u u e U `ry 4" O v 9 I. •5 X 24"DOWELS O 24.O.G. •52T9)OR EPCON A-1 5Y5. Rl U 2 i� �� °°' _ ° O O -0 NOTE: -PAD FOOTIN6 BELOW SHOULD (IGBO•5560)WITH SPECIAL IE -0 O SEE DETAIL•1 FOR LEGEND SHEET NO.: BE NO MORE THAN t b"OFFSET INSPECTION•EPEE OF `'" ''.�;, .' ° 2' °.8 �J5 0- -D"A,,_U.N,O. INFORMATION NOT SHOWN. FROM P05T LOCATION ..-SLAB CONDITION 089 31 27 M 1551 NG/M I SPLAGED COL. BASE D522 HD 14A/HDI5 HOLDOWN I NST. 17 P 12PE COLUMN 12 HOUSE•TO BPORGH 5 SD- D5106N USOJB Alt/',A�.T• 4 I NAIL SPLICE I. Ibd SINKER NAILS AT 16"O.C. I. 0516 STRAP TO BE APPLIED I. PLYWOOD SHEATHING I L I NG SGHE®_ ULE I. SEE PLAN FOR SHEAR PANE I. EDGE NAILING O U.N.O.d PER TABLE BELOW. STRAP CAPACITY OVER ENTIRE LENGTH OF LINE 2. TRUSS BY MANUFACTURER TYpE, 2 2. TYR.5TUD5 AT 16"O.G. (g 2. ROOF 5HEATHING 3. LOCATE STUD UNDER SPLICE A G516 I650• OF BLK6.MIN. )NAILS TO EA S. bd COMMON NAILS AT 6'O.G. `; 2. 2X BLK'6 ENTIRE LENGHT v BLOCK. ' 2 2 OF SHEAR WALL. OR PROVIDE 2X BLK6. B• (2)G516 3300• 2, SAME NUMBER OF BLK'6 ON B.N. CONNECTION NAILING `B. SHEAR TRUSS TO TRANSFER ATTgGHED TO ADJACENT STUDS 3. SIMPSON G516 STRAP r' 200 PLF FROM TOP CHORD W/i3)16d5 EACH SIDE. -STRAP TO EXTEND ON ALL ON EA.END. 14 g 10 6 I 4 S 6 2 4. 2X FULL HEIGHT BEVELED ACROSS ENTIRE WIDTH. a TO BOTTOM U.N.O. g g 4. NUMBER OF NAILS SPECIFIED BLK6.(MIN.5-BAY5 I.JOIST TO SILL OR GIRDER,TOENAIL.......................................B-bd iL r BETWEEN SPLICING POINTS PER - 3. PLYWD,SHEATHING %K'6. IF BLK'6.I T BEVELED 2 BRIDGING TO JOIST,TOENAIL EACH END..................................2-bd 4, SEE PLAN FOR TYPE. TABLE BELOW. ( S 4. HEADER,SEE PLAN. I USE DOUBLE BLOCKING OR FLAT SEE DETAIL 15-SN2)IF BLK'6. 6 5. TYPICAL TRUSSES EQ. EQ. S 5. SIMPSON STRAP PER TABLE BLOCKS FOR OONDITION B �( g BELOW 4. DBL.TOP PLATE NOT TIGHT FIT,SEE ITEM M 3.I"X 6"THAN I"OR OR LESS TO EACH JOIST,FAGS FACE NA..............2-bd ^^T�`/�^ b. SHIM AS REQUIRED. -USE bd SINKER AT STRAPS 5. DBL.TOP PLATE OR BEAM 4.WIDER THAN I"X b"SUBFLOOR TO EACH JOIST,FADE NAIL...........3-bd ■�J-(lJ■U Y 11 V` S. 2X BLK6.ON EDGE .N.OR W/E ��• S b. SCHA55EDULE PER SHEAR WALL 7. GONE LOWER PLATE O WALL 6. a 24"ON AgS,L550 OR L7P 5.2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FADE NAIL...........2-I6d �5tr �• �t7 � � , r vI SCHEDULE INSTALL AFTER b. EXTERIOR WALL. USE ONE ROW OF NAILS AT FLAT ELKS. r O 24"O.G.N.NA)SEE SHEAFb.SOLE PLATE TO J015T OR BLOCKING,FAGS NAIL...........J6d AT 16'O.C. mtcBn a 4 R,L„ ' EACH STRAP I r , ROOFING IS IN PLACE. q. 5722 STRAP, b. TRUSSES WALL SCHEDULE FOR SOLE PLATE TO JOIST,AT BRACED WALL PANE.............(3)Ibd PER Ib" APPLY NAIL STRAP W/bd -� ' r i SINKER NAILS TO HEADER 9 3 2 SEE DETAIL FOR VENT BLOCK I. TO (MAX)NAILER W/NAILS NOTE: 1 g 2 �ii IS SEE DETAIL IA/SN-2. 7.TOP PLATE TO STUD,END NAIL..........................................._2-16d r I r d ALL BAYS OF BLOCKING (�4 -j '(-- � TO PLATE d TRU55,SEE FULLY NAIL STRAP W/Ibd II 2 12 - 4400 Campus Drive O 2 I/Ib"O.G. �J SHEAR WALL SCHEDULE FOR STRAP SPLICE SINKER HA L B COMMON 12 7. SHEAR PANEL PLANS) II TYPICAL 8.STUD TO SOLE PLATE........................................4-bd,TOENAIL OR ' SPACING.(�5E SAME NAILS SHALL BE 5TA66ERE N.N.O.ON PLANS)BETWEEN 2-I6d,END NAIL Newport Beach ' SPACING AS SILL PLATE t AT LEAST 2"APART. 8 q 5 TRUSSES. 11.I NAILING) b. SEE PLAN FOR TYPE AND 10. DOUB ED TOP PLATES,FAZE NAIL............................bd AT 16"O.G. CA 9266D r LOG.OF SHEAR PANEL ON 2X b. ALT.LOCATION OF A35 IF 9 b DOUBLE TOP PLATES,LAP SPLIG..........................................B-Ibd TRU55 15 OFFSET. STUDS AT 16"O.G.MAX. q. ALT.LOG.OF SHEAR PANEL 11. RIM J S BETWEEN JOIST TO RAFTERS TO TOP PLATE,TOENAIL 3-bd Newport Beach 7 12.RIM JO15T TO TOP PLATE,TOE NAIL............................bd AT 6"O.G. r 10.2X FULL HEIGHT BLOGKIN6. II i1 g T PLATE SPLICE AT NON-LAP GNANNEL g 16 Ig 13.TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL..................2-Ibd tel 949.752.1612 ' CONDITION it..TYPICAL BOUNDARY NAILING fax 949.752.5321 r , r '� SLOPING CONDITION b S 14.CONTINUOUS HEADER,TWO PIECES........................AL NG AT 16"O.C.12.SINIPSON HI CAN BE USED A$ ALONG EACH EDGE T AN ALT.TO 51MP.A35's,L550's OR LTP4"S 024"O.G.EXGEP 15.GEILIN6 JOISTS TO PLATE,TOENAIL......................................3-bd Palm Springs r r I r , A $ G D E F 6 O SHEAR WALLS. 16.CONTINUOUS HEADER TO STUD,TOENAIL..................................4-bd NO.OF Ibd SINKER 12 Ib 24 30 36 42 �, te1760.323.5090 10 b 13.2X BLK'6.d UPPER SHEATHING IT.CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL..................3-Ibd 4 I ABY.PLATE CAN BE REPLACED MIN.PLATE LAP 4 FT. 4 FT. 4 FT. b FT. b FT. b FT. W/PRE-FABRICATED FULL DEPTH lb.CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL..................9-Ibd 4"MAX. 7 BLOCKING Iq.RAFTER TO PLATE,TOENAIL................................................3-bd OFFSET ALT.STRAP W/Ibd SINKER 5T22 ST6224 5T6236 M5T37 MST415 MV760 HUAN NGUYEN,P.E. D0083 14.2X RAFTER TAIL W/MIN.3'-O" 20.I"BRACE TO EACH STUD AND PLATE,FACE NAIL .. 2-bd............. LAP W/16d's b"O.G.STAGG. 21.V X b"SHEATHING OR LESS TO EACH BEARING,FACE NAIL..........2-bd 5HEAR PANEL DETAIL 16 5HEAR TRANSFER 12 TYPICAL SPLICE TOP PLATE 9 DRAG DETAIL 5 MOR AX.GAP TOP CHORD 22.WIDER THAN I"X b"SHEATHING TO EACH BEARING,FACE NAIL......3-bd GESON pp012N I5.MAX.GAP BETWEEN ELKS.6 QpOFESSlO D0024N TOP PLATE FOR HI d L550 TO 25.BUILT-UP CORNER S UD5_......................................Ibd AT 24"O.G. ¢0 N NG N'✓l 2 g I. 2X MEMBER I I/4"TIMBER 1. BEAM SEE PLAN FOR SIZE. I, BEAM,SEE PLAN. T 8 b BE 1/2"d FOR A55,TO BE 1/4 24.BUILT-UP GIRDER AND BEAMS. 20d AT 52"O.G.AT TOP Gp�yF2c 3 __- STRAND OFt L.V.L.GONT.RIM 2. DBL.TOP PLATE W/SIMPSON 4 I 16.2X BEVELED BLK'6.SEE AND BOTTOM AND 5TA66ERED I. ROOF THING. 2 2. BOUNDARY NAILING 1 _ PER PL/+N. ST6236.IF DEL.TOP PLATE 2. SIMPSON STRAP EACH SIDE 0-5N2 IF NOT BEVELED 2-20d AT ENDS AND AT 3. ROOF TRUSS PER PLAN I - - 2. BOUNDARY NAILING 6 S IS GONT.,ELIMINATE STRAP. OF BEAM TO POST. EACH SPLICE OT 4. O.T.PER PLAN. 2 I)C I 3. FLOOR SHEATHING 3. P05T,SEE PLAN. NOTE, USE HI AT 46"O.G.WHEN OVER- PLANKS.. # p'5. SHEAR PANEL TYPE 10 U.N.O. I 4. STUD WALL WHERE OCCURS 4. 2X STUD AT EACH SIDE W/16d'S 3. P05T,SEE PLAN. 25.2" ...... ............. _2-I6d AT EACH BEARING ,r I 6. 2X CRIPPLE WALL. 11 5. 5HEAR PANEL PER PLAN AT 12"O.G.STAGGERED. HANG EXCEEDS 0". "" """ ,. "NOTE:COMMON OR BOX NAILS MAY BE USED N.N.0) '9T CIVII g 7. 2X SILL PLATE W/16d'a O 4" " 6. FLOOR SYSTEM PER PLAN. --"- 5. FLUSH BEAM. 4. ALT.TO MSTAI2 STRAPS,US F Fa OC- (CAN BE 2X D FLOOR IR TRUE b. (51 IbdS EACH SIDE TO BM, 2X KING STUD EACH SIDE SHEAR TRANSFER DETAIL 1 �A2oo� 2 b. 2x BEVEED BLK'6.W/A35 1 II OR OPEN WEB FLOOR TRU55) 6 7. ALT,LOCATION OF STRAP OF BEAM TO P05T d NAIL NOV5101/O 24"O.G.U.N.O.IF NOT 7. STAGG,SILL le NAILING. Ip ACROSS SIDE OF TOP PLATE. I 4 W/I6d'gg O 16,O.G.TO POST 0 N N Y BEVELED,SEE 15-SN2 I�C WHERE SPACING 15 LESS B b. SIMPSON A94. d MIN.(5)Ibd'S TO BEAM. q. ALT.LOCATION OF SHEAR THAN 6"O.G.,PROVIDE IL q t SILL PLATE. S 5HE)4R JN LL SCHEDULE PANEL. 2 2 NAILER TO RECEIVE NAILS E 10.2X STUDS a 16"O.G.U.N.O. 1 (S NOTE: 1 5 6 14 4 I. BOUNDARY NAILING. REVISIONS �J 10.2X BLOCKING. CONNECT TO RIM W/Ibd 4 II. LINE OF BLK'6.TO RECEIVE 2 LI 2 - ADD 5HIM5 AS REQUIRED. 2. 2X FLAT OUTRIGGERS O 4'-O"1 II. 2X SHAPED SILL PLATE W/ SINKER NAIL5 W/SAME STRAP. IF THERE IV DBL.TOP PLATE - O.G.FOR EAVES UPS 4 d -'T UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING,GODS 2 16d's 0 4"O.G.TO BLK'6. 5 S 4 SPACING AS SILL IF NAILING 12.ST6236 STRAP. BTWN.RE d POST INCREASE 2'-0"O/C FOR EAVES UP TO NO. DATE DESCRIPEION SIIqq SHEAR WALL ABOVE. NOTE: ,i LEN6HT OF STRAO 70 24'.NOTCH TOP CHORD TO 9 6 ALT.INTERI E)(TERIOR CONDITION AND AT b• VIMP.A35 PER 5HEAR WALL A6ISFILLER•SIDE OF BEAM ACCOMOOATE. _ RUN OUTRIGGERS 7HROUSH FRAMING I IOA4/04 CLIENT REV. 0�� pl' SCHEDULE MAX.O 46"O.G. A5 NEEDED. - FILL ALL STRAP HOLES WITH NO OVER GUT SHEAR SHEATHING EDGE FIELD SHEAR SILL 2 CLIPS ANCHOR 7 _ _ 5 q __ g AT EXTERIOR 7 24"O.G.AT 8 2 -FOR PARTIAL FLUSH BEAM 'li ({ NAILS. ( - PANEL NAILING NAILING CAPACITY NAILING Ag5's!_550's BOLT II/10/04 CLIENT REV. - INTERIOR WALLS.AS AN ALT 2 B 3. ROOF 5HT6.W41NE OF E.N.a BLK'6 TYPE q 4 �,i i-y�) EQ. EQ. SIMILAR CONDITION.USE(U W T - 4. BRACING MEMBER FOR TRU55W(GOMMOt•17 (PLF) OR L7P4'S SPACING 2 �. \ II •JL TO A35,USE L550'a Y1/THE - A34 EACH SIDE. STR� GAPAGIT'OVERALL LEN6HT DEEPER THAN 4'-0'PER TABLE @@AME SPACING.A35b d SILL '.� EA.SIDE OF EACH STRAP ® 3/6'APA D V. D d's I6d's Bloke S/b"•x 12' _ i[NAILING ARE NOT A BELOW. 26o O 16.OC. r r - r A M5 - 7 Ig rated a 6'OC.•12'OC. a 6"O.G. a 46'O.G. r - i;(i REQUIRED WHEN PLYWOOD 1 2 TAI2 12' 66, ROOF TRUSS.3/4' EXTENDS TO SIDE OF RIM. ---- -- J -g B (I)Z516 2200s 24° (3)Ibd'5 EA.END OF TRU55 g/6'APA b d's b db Ibdb sake S/b"•x @' li i n q. STAGG.SILL It NAILING PER 15 TO 5LK'6. QI $50 •12"O.0 3/4 0 1 I 7. FASCIA BOARD WHERE OCCURS. rated O 4"OC. O.G. a 32"OC. I b I 5HEAR WALL SCHEDULE. Val G (2)G516 4400s 24' 10.TJI-2"OR EQUIVALENT W/ �.J SIDE VIEW END VIEW I y b. 2X4 FLAT STRONG BACK 4 3 10 11 ° ) j n 2 5/16"WIDE FLANGE. 12 D ST6224 5200• 24" I I ACROSS MIN.(4)ROOF TRUSSES 5/6'APA b d's b W. 6d's a 5/6'O x 12• r I I ,\I r45 5 S 4"0 O 10'OC. _ NOTE:USE HANGERS FOR 6 - "O.G.USE(2) H TRUSS rated 0 8"OC.a 12.OC. O g•D.G. a IZ'OC. CONNECTION M FLOOR 4 T OGOONRNLTP TO EACH TRUX. IS12'APA _ I I -____ q 9. (4U TP4 O 48"O.G.MAX. 10 do 10 d's 16d's sinker4610.0. S/e'O x 12• _ SYSTEM SPANNING GREATER 1 POST I$ SEAM CONNECTION 6 skwctural I ��'� \ / / THAN 10-0". 12 5 6 N.O.ON S.W.SCHEDULE). • rated •g'OZ.a I2"OC. 600 •3"OC. NNAJ 0 b'OC. - --' - II. NAIL d SPACING SAME AS 6 00038N y 10.SHEAR PANEL WHERE OCCURS ALT.CONDITION a__ SILL ie NAILING OF 5HEAR g BN. 1'�i �r IF PLWD.15 EXTENDED d E.N. IS/32•APA '41 x 1 6 WALL TYPE BELOW. I. R/R OR TRU55 PER PLAN 10 II - ^'•LOON FRAME WALL TO BOTTOM TO BOTTOM CHORD OF TRU55, ® strvcWral 10 d's 10 d'S 6T0 b&.s •b"OC. gX•BI h RESTRICTIVE NOTICE 12.SOLID BLOCKING. CHORD OF SCISSOR GABLE TRUSSES. ELIMINATE L950/LTP4. (•) rated •2"OZ.a 12'OZ. a 2"O.G. N.N.OJ kadt P✓ T.'I- I " INTERIOR CONDITION d ALT 4 II 3 2 DIA50NAL BRACE CAN BE 11. STUDS a Ib"O.G.U.N.O. THESE DESIGNs.INAWINGSAND ITI TO EXTERIO GONDI71 2. ROOF SHEATHING 12.2X BACKING.GE39 -OMITTED O LOCATION OF SPECIIMOINSARETHEDlCWSNE °� INTERIOR PERP.WALL. 13.STRUGT.GABLE END 5HEAR 3 a sMa sea shear /6'0 x 12• 5HEAR RANSFER g. MIN.IX CONT.BOARD V1/ TRUSS TO TRANSFER 200 PLF ba /b•AFA b db b db PROPERTY OF GOUVIS BJGINEERWG 17 SHEAR TRANSFER 13 SEAM DETAIL 10 (B)Ibd'a TO EACH ROOF s AS ALTERNATE TO H25,USE sdes rated O 3"O.G.a 12"OZ. q� transfer tronsler 6"OL. CONS xnNG GRouP,AND Au RRPA, FROM TOP TO BOTT.CHORD • detail detail SX6 sell F MING ELEMENT. H3,A34 OR A35. (U N.OJ.USE 5G15VOR GABLE INFORMATIONSHOWN a D0016N2 D0017N BRAZE BRACE BRACE N. END TRU55 AT VOL.CI-6. coNNOENTwL WAURECTPIENTS !' I. EDGE NAILING 4. 2X R/R O CA.FRAMING. 14.MAX UNSJPPORTED LEN6TN OF IS/32"APA 10 d's 10 d's ee Shea see sheer- /b'0 x 12' AND NO PART OF THE DIUWINGS END LENGTH 4 I I. PLYWOOD SHEATHING I E.N. I, 2X BLOOKINIS 4 USE 2X4 a 241 O.G.FOR MAX. LENGTH SPACING SIZE • bo at-t r.I 1 I200 transfer transfer 12°O.G. CAN BE COPIED.TMNSnAEO.OR SPAN OF 6'-0"d 2X6 a 24" L-V-b" 6'-O'O.G. 2x4 (6)16d'a H25 2X4 TO BE b' LE USE LATERAL rated detail detall w/gX6 sill RFPROWC®,NOR rAN ANT ALONG LINE OF BLOCKING skies O 3 OC.•I2"OC. 2. FLOOR SHEATHING 2. EDGE NAILING O.G.FOR MAX.SPAN OF 10%... BRACING FOR LENGTH GREATER sTRIxTURES K BUILT FROn PHJ n - 2. TYPICAL JOIST,SEE PLAN (61 Ibd'a H25 THAN 6'-O". d TOE NAIL W/(5)bd's. WITwowwff`TTENCONSENTOF g. FLOOR SYSTEM I 10 g 2 3. X BEVELED LEDGER W/ I S L=5'-b" b'-0"O.G. (2)2x4 L A,GE � I5. SHIM AS REQUIRED. IS/32"APA see shear /6••x 12' GOtI UMISINEMINGWIliULTING 22 10 d's 10 dY g. LINE OF SOLID OR MIN 1 3/4" 5 (4)Ibd's PER STUD U.N.O. S. 2X6 PURLIN d 2X4 KICKER O (b)16d's H25 strveFural 1 1740 WA erarefer 510 csouP 4. 2X MEMBER,11/4"TIMBER I,` i skies rated O 2"o.G.•12'OIC detail SX6 sell `r WIDE FULL HT.BLOCKING. ___ (IF NOT BEVELED,SEE b'-O"O.G.MAX.TO LIMIT L=10'-4"b'-0'O.G. (2)2x4 E A COPYNGHT GOUVK ENGINEERING STRAND OR LVL GONT.RIM J SEE PLAN FOR NUMBER OF DETAIL.13/5N2) (1GONNECTION DETAIL e1ZALIF.FRAM'6,a RIDGE R/R SPAN 0 CALIF.FRAMING OR BLOCKING PER PLAN. BAYS.(MIN.4 BAY5). 12 U `l CONSULTNG GRd1P xn1 j SEE DETAIL 15/50-2 FOR I I I 4. I6d'5 AT b"O.G.(UN.0) b. (U BAY WIDTH X 30"AGGE ! (1)PROVIDE 5"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL ALL M1IGHTS REEERv® SHEAR TRANSFER. I 4. SIMP50N STRAP GUT TO FIT -� I d VENTILATION OPENING PER ROOF TRUSS I$ EXTERIOR WALL 2 j EDGES WITH NAILS 5TAG5EREO. 2 I b 5. SHEAR PANEL PER PLAN p OVER WALL OR BEAM.PER 5. H2.5 AT 48"O.G.FROM ARCHITECTURAL.PROVIDE 2X TABLE BELOW d O At,L BAYS LEDGER TO 5ND5.SLIT THE A r BLK6.d BOUNDARY NAILING USE A55 O b"O.G.ON SIMPSON STRONG WALL d HARDY PANEL N.NA) OF BLOCKING MIN.(3)NAILS PLYWOOD TO INSTALL H2.5 OF ROOF SHEATHING AROUND I 3 3 2 7 g 6. 2X SILL PLATE W/NAILS PE 2 5 t� I g 2 PER BLOCKING. I g OPENING I. SIMPSON STRAP PER TABLE SHEAR WALL SCHEDULE 6. 2X R/R OR TOP CHORD OF I I 2. SIMILAR CONDITION(FLUSH 1 7. 2X STUD WALL 5. DOUBLE TOP PLATE OR BM. TRUSS b j i�`� L_____ ___ ___ __ __ _______ _______ BEAM/JOIST(5) 6 4 q b 7. PLYWOOD SHEAR PANEL I'. 5. SPACING AND END LENGTH D. Ag5 RIM JOIST TO EVERY USE DBL. BLK'6.FOR TYPE 11 ENTIRE WALL FROM �I I " ' V b OTHER JOIST.PROVIDE WEB AND C, ONE ROW OONDITION F NAS PER U.N.O.ROOF TO HIGH ROOF ,�' a SEE TABLE FILLER W/A35 NAILING STRAPB `i"`. 4. POST OR MULTI STUD,SEE 1/2" PLAN 4 - ONI SPACING BETWEEN b. FULL HEIGHT 5HEAR PANEL 4 S. DBL.TOP PLATE ROWS OF NAIL5 WHERE OCCURS.WHEN CALIF.F°RM'6(PLAN VIEWI OUTSIDE,TO BE INSTALLED 0 5 6. BEAM OR JOIST(5 W/LINE Q PRIOR TO ROOF FRAMING CALIF. OF EDGE NAILING SEE PLAN 10 2 S 9. MIN.(3)Ibd TOE NAILS TO C FRM'C SHEAR DETAIL 7 S I S 4 LEDGER.IF SPAN OF ROOF END LENGTH • • 5 7. GONT.J015T OR BLOCKING, 0 MEMBER 15 MORE THAN SEE FRAMING PLAN • e o• o 'C _ 12 b'-O USE JOIST HANGER 10 b g I. TYP.TRUSSES BEARING ON 6 'Q 5 PLAN VIEW OF ' ' 1 10.ROOF SHEATHING PLAN WALL - ONE ROW OF NAILS PER W iD STRAP END NAIL SIZE AND CAPACITY NG,416 1LI STRAP 10. II. ggd COMMON AT 4"O.G. _ _ 2. TYR TRUSSES HAN61N6 FROM 4 STRAP F LENGTH SPACING 4 -O N.N.0)PER 5HEAR WALL ----- GIRDER TRU55 OR BEAM - MIN.3 I/2"WIDE MEMBER O pj V A GVIb 3'di" bd SINKER AT 4 I/b" 1650• SCHEDULE B 2 G516 3'-6" bd SINKER AT 4 I/b" 9300• b 3. 601 DER FFSET TRU55 ROM OR BEAM o • \ • FOR CONDITION G fD Z _H W G GM5TG16 4'-4" Ibd SINKER AT 3" 4700s 12.2X STUD OR BM.PER PLAN I 6 4 2 • ° e• - MIN. I/2"SPACING BETWEEN Q 4. LINE OF BEVELED%KG,.WrE.N. o - ROWS OF NAIL5 1 SHEAR TRANSFER 18 DRAG DETAIL 3.PLYWD.WHERE OCCURS PER g OF ROOF SHT'G.SEE 13/5N2 IF PLAN VIEW PLAN. APPLY PRIOR TO NOT BEVELED.APPLY 16d'S AT OF G516 STRAP NAILING PATTERN Q W LOW ROOF INSTALLATION 7 I 6 D0084N CONDITION A W/PLYWD INSIDE b"O.G.TO THE GIRDER TRU55 STRAP END LENGTH NAIL SIZE AND SPACING CAPACITY � Z NOTE: (MIN.5 BAYS). _ I. G516 OVER SHEAR PANEL OVER 2X 5. PROVIDE GONT.STUDS OR POST. - T CONDITION B LOCATE ! 10 7 S A G516 3'-6" bd BOX/VINKER AT 4 I/b" 1650• FV I. DOUBLE TOP PLATE. BLK'6 W/bd e 2 1/16"O.G.EXTEND W/B.N.NEXT TO OPENING. I 51MP.H2.5 PRIOR TO 5. ROOF SHEATHING 4 to ui j ONTO HDR.OR WINDOW SILL d ACROSS 6. HEADER PER PLAN. T INSTALLATION OF 2X BLK'6. B (2)C516 g'-b bd E10X/SINKER AT 4 1/2" 5500• 2. SDS SCREWS PER PLAN 4 5HEAR PANEL TYP.EACH CORNER 7. WINDOW BILL. - ------- ___ 6. SIMPSON STRAP CUT TO Q W MANUFACTURER'S SPEC. OF OPENING.(ALT.INSTALL OVER 2X b. POST W/SIMPSON HOLDOWN PER 10 q 5 .2 --' --- • } FIT ON WALL AS SHOWN d G GMSTGIb 6'-b" Ibd SINKER AT 4 I/2" 4700• W W J O MIN.BLK'6 ABOVE d BELOW OPENING PLAN WHERE OCCURS S ACROSS ALL DAYS OF BLK6. D GMST14 b'-6" IOd BOX AT B I/2" 5300• Q w Q I 2 3. SIMP50N STRONG WALL PER FULL LENGTH OF gHEAR PANEL). NOTES: AS REQ'D.MIN,(4)DAYS W/MI 00032N PLAN d MANUFACTURER'S 2. DOUBLE 2X 71 PLATE. -INSTALL HOLDOWN ON RETURN WALL I� '� (3)NAILS TO EACH BLOCK. Z W W $PEG. 3. HA STUD PER PLAN. •CORNERS WHEN APPLICABLE. 14 I 'I VIDE DRAG DETAIL Ill W 4. HATCHED AREA INDICATES PLWD. -USE FULL WIDTH BLK'G.t WINDOW SILL VIEW T. END LENGTH d SPACING PER X 4. HOEDOWN PER 5HEAR PANEL ALL AROUND OPENING FOR STRAP ON BOTH SIDES OF DBL ' �� I i 11 i 3 V ( tN(l W r 12 r 4 b 2 TABLE BELOW N `/ Q Q Q ` MANUFAGNRER'S SPEC. PROVIDE B.N.O BILKS,d EDGES OF SIDED 5HEAR PANELS. IL r 5HEAR WALL. \� i �� `' TRU55 OFFSET b. PROVIDE 2X4X4'-O"MEMBER 5. 5/b"X 12"P ANCHOR BOLTS "`, --- X TRUSS AT CONDITION g PER MANUFACTURES SPEC. ' -_ v, r ,�r L DRAG STRUT W/E.N.PER m Q J ------------ N - q d MAIL TO TRU55 W/16d'5 a PLANS.IF NOT GONTINJGUS IS -' 7 4"O.G.STAGGERED d FOR SPLICE PER TABLE BELOW. •I `� iI CONDITION 0 d D USE DBL. V CL�. I ALTERNATE CONNECTION 1 10 5 TRUSS W/RAILS O 4"O.G. O ,u O 0 i 1 i 2. PLYWOOD SHEATHING. Fi3 H r .1 M. DRAG TRUSS W/LINE OF E.N. 2 3. SEE TABLE BELOW,OSB IL Ell.. j .; \\\�I �\4 % b I 2 b 10.LINE OF BEVELED BLK6.W/ SPLICE MEMBER TO BE FULL E.N..IF NOT BEVELED, SEE FOR Pf�I" T'S;U'A 10 2 I In V aO� DEPTH OF DRAG STRUT. NEE 4 \• •.II. '``;``, ; ___ 5____________ VIEW IIFFR5.T TO IBOT.CHORD O 7�•Iese nSCOT v'heA/';;3.\530iA EINC _ SI OM I' i ` ` rA1�i I SIDE TRU55.PROVIDE PLWD.TYPE Y D T' PROJECT NUMBER b073d1 SINKER NAILS AT SPLICE MEMBERS SHOULD BE e o the If I a� c a •r _. f - z.trl Is L_ II 4 I I 57RAP5 CENTERED 0 SPLICE POINT. ISSUED DATE O6/015,/O4 5 -------- I TRUSS IN LINE e ry ._7 t_ S,:n s �Ig pe rt ennin NOTE: i I II ; - USE DBL.BLK6.FOR - o✓ �y' P, ✓ es. I 4 PLOT DATE: 0S/10/04 I I CONDITION B C d D � N -NAIL BOTH PLYWOODS ' i i STRAP END NAIL SIZE AND CAPAG 7Y- ONE ROW OF NAILS PER (�1 MAILS TO BE(2)ROWS OF .u. 1 :.,u ON SAME MEMBER. r I '` U g NA DRAWN B7: IC.1•J. II.. ;/rr 6 I2 I r A G516 L3 15" bd AT 1/16" 1650• 0 2"OC. of :,II "' t n setl on I \ % STRAP Od'a COMMON L5 SPACED or r� t D • 1 1/2'SPACING BTP ROWS MEMBER 51ZE ALT. CAPAC rrYREVISION B7: 1 Jl a Ig - -- ----- - B• 2 GSIb 3-b" bd AT 2 I Ib" 5300« OF NAIL5 A IS 2"FULL DEPTH OSBx ST6224 2000• G• GMSTCIb 4'-4' Ibd AT 3" 4700 "'APPLY ONLY AT TRU55 IN g 2x4•2 DFL xb'-O"LONG ST&224 g400s ✓; a r • y, iI n u AL�RNATE GONNELTION D• GM5TI4 6'-b" IOd AT 5 1/2" 5600• LINE CONDITION " o SHEET NO.: _ G 2xb 42 DFL xB'-O"LONG MST4b 4g00• GE34N "' D0023N SIMPSON STRONG WALL 19 OPENING @ 5HEAR NALL4 y 5 g 15 H16H TOL LON ROOF DG.2D 11 DRAG DETAIL 8 DRAG DETAIL D0034N141 SD-2 i I. ROOF 5HEATHIN6. 1. PLYWOOD SHEATHING W/B.N. I. E.N. 1, 51MF50N 5T6256. I 5 3 6 PER 2. ROOF TRUSS. I. L050 O EACH CORNER SEE ITEM 6. 2X WINDOW BILL TYPICAL 3 Z I 2. SEE PLANS FOR SHEAR T T T I 1' TABLE BELOW.POST OR TRIMMER t F. EDGE NAILING. s12 FOR ALT. TRANSFER 2. ROOF SHT'6. 2. PROVIDE SHIM UNDER AND O I STRAPS O CONDITION"B", 4. 2X BEVELED BLK'6.IF -1. OPENING PER ARCHITECTURAL THE SIDE OF THE SMALLER BLK'6.15 NOT BEVELED, 2. L550 FROM POST/-1ULTI STUD TO HDR. 3. DBE.TOP PLATE 3. OVERFILL RAFTERS BEAM AS REQUIRED. PROVIDE EDGE NAILING OF ;+- E 6. HEADER PER PLAN EXTEND TO P05T 4. 2X CRIPPLE WHERE OCCURS 12 2 TES PANEL ALONG BOTH E SEE 3/SN2. TOP d BOTTOM.ALT.N EACH FADE fi 5. GIRDER OCCURS.U55/SHEAR TRU55 q. (2)2X TOP PLATE 5. HE KING STUD W/(6)Ibd TO 4. SHEAR/GIRDER TRU55 PER 3. POST W/51MP50N GGQ OR B WHERE 4"O.C. 3. TYP.2X FLOAT O EDGE OF OPENING HEADER t(U A35 TO TOP/ MANUFACTURER GG,SEE PLAN. - _ - 2. REFER TO PLANS t TABLE b. Ibd'S O 4"O.G.STAGGERED. q, FULL HT.P05T OR MULTI STUD PER IO.APPLY S V-0 IF WIDTH RE OPENS. LOWER PLATES CAN A 2 BELOW FOR STRAP,R OF T. SHEAR PANEL PER PLAN. EXCEEDS 6'-O"d IF THERE IS NO APPLIED TO RETURN WALL. 5. 2X BLK'6.W/16d'S SINKER 4. POST I.1/51MPSON EGGQ OR 6. CALIFORNIA FRAMING. PLAN. NAILS AT 6"O.G.SEE DETAIL _ EGG,SEE PLAN. NAILS END LENGTH AT ^^ TRIMMER 4 6. PLYWOOD TYPE 10 U.N.O. -- ■.1 . 0 q. USE SAME SHEAR TYPE AS T 13/SN2 FOR NON-BEVELED <GVV V 2 BELOW 5. 2X TRIMMER W/Ibd O 6"O.G.TO MODE TO HEADER EAIFD 4 I BLOCK NOTES: 2 11� g�g �U.�a �, t 10.2X BLK'6.W/A55 O 6"O.G. POST.IF THERE IS NO ROOM FOR 11. 2X SILL PLATE TYPICAL(U.N.0) 6 HEADER IS FLUSH W/TOP 13 S. FLOOR 5HT6.SEE PLAN aV, BA1@ 1682 tR.. `,gifl 2 GB OMIT A35'S IF PLYWOOD I$ TRIMMER,USE HUG N.N.O.)HANSER 6. MANUFACTURED TRU55 W/ + ALIGN BEAMS TO RECEIVE PLATES 2 4. MIN.q 1/4"DEEP SM.OR "•,,,„m„xg.""p„� CONTINUOUS TO UPPER BLK'6 TO CONNECT HDR.TO FULL HEIGHT 12.ALT.LOCATION OF A55F(1)EACH q1. APPROVED HANGER STRAP It. A35 O 6 O.G P05T d USE 5T6256 TO CONNECT FACE OF EACH HDR TO POST •i. 6 GONT.HEADER(PER PLANS) HEADER.SEE PLAN. 6 3 T II 4 --- - 6. IOd O 3"O.G.VERTICAL 1. LINE OF BLK'6.INSTALLED ALT.LOCATION OF STRAP 12 4400 Campus Drive HDRS TOGETHER.CENTER STRAP NOTE: 5 ;I• --- - AND 4"O.G.HORIZONTAL BY TRU55 MANUFACTURER 1 3 I ON TOP OF BEAMS 14 5. LINEWALL F BLKG.UNDER SHE AF O POST. USE APPROVED HAN6ER TO CONNECT q. SIMPSON SWMST EACH AND TO TRANSFER 250 PLF Newport Beath HDR.TO POST IF THERE 15 NO ROOM 14 1 b P05T TO HDR W/(10)IOd's TO TOP CHORD.IF GIRDER I PROVIDE WEB FILLERS AS n 5 8 FOR TRIMMER Z 5 6 TRANSFER THIS LOAD, 6. WHEN W/F ED FI LPR5, CA 92660 tiyJ X2 I/4"NAILS MIN.EACH END O TRU55 IS NOT DESIGNED TO 10 10.SIMP50N"STRONG WALL" NEEDED TO RECEIVE NAILINIS (((�PER PLAN(SEE MANUF. APPLY SHEAR PANEL 1 FROM STRAP IS ) TYPE II 11. ANCHOR BOLTS PER"S.W." REOUIREMENTS 7 T. DOUBLE TOP PLATE tel 7 Beach j 3 i/ 4 I II I 11 u yjj q.• u VARIES 12.REQUIREMENTS"S.W." j 6. 2X SILL PLATE [el 949.752.1612 L i Ell, I u I3. TOP OF SLAB. q. SEE PLAN FOR SHEAR WALL fax 949.752.5321 j I r 14.SIMPSON 5D5 5GREW5 PER 4 - 2 10.CRIPPLE WALL ABOVE HDR q E IZ r I; 16 MANUF.SPECIFICATIONS. Palm Springs F II H r 5 15.ARCHITECTURAL PROJECTION 11. SOLID BLKG.UNDER P05T 10 I� r I` TO BE CONSTRUCTED AFTER OR STUDS ABOVE 5 6 te1760.323.5090 l g - COMPLETE STRONG WALL 3 3 4 7 i o o INSTALLATION WHERE 12.END LENGTH OCCURS. 13.50L10 RIM OR SLK6.SAME HUAN NGUYEN,P.E. IS L--- b 12 I6.CURB WHERE OCCURS. - WIDTH AS POST ABV.d ELK ALT CONDITION ALT.CONDITION L--- ----J O LOCATION OF STRAP GE31N /------ D0044 D0043 - 0 6 ALT.LOCATION WALL ABOVE SHEAR TRAN57-ER 15 °F P35 SIMP. STRONG WALL PORTAL 9 SHEAR TR)�N51=ER 5 GONNFGT ON D T I L 3 7°B£L°W I 4.PROVIDE MIN.END AND 1 5G epOF NcZ, GE75 F°OR Ibd NAILS Sd's AND 15/6' 'caJPN NGv/�fy. _ 1. SEE PLAN FOR SHEAR I. ROOF 5HEATHIN6 2 d� -- --- PANEL 2. EDGE NAILING 15.BM/HDR DEPTH. 3. H2.5 O 4b"O.G.TYPICAL IS 4 t I' G D S 6 7 6 I 15 D 6 IS "i 1I i 2. SEE PLAN FOR HOLDOWN 4. 2X BEVELED BLK'S.W/I6d's NOTES: _-- , I !'�--22 O b"O.G.IF NOT BEVELED, r STRAP SEE p�TAIL 13-9N2 IS 4 I 15 D 6 B -ALL STRAPS ARE SIMPSON b 7 Fi 'x'I 3. 4X6 POST MIN.AS SHOWN 3 5. TYP.TR1J55E5 PER TRU55 6 q 12 5TRON6 TIES '9T CIV1� �s�Y ILL 4. 2X4 STUD(U.N.0) MANUFACTURER -TOTAL LENGTH OF STRAP COF OQ' -1 6. SHEAR/GIRDER TRUSS CALIF S. 16d's O 3"O.G.5TA6GERED DE516NEV BY TRUSS TO BE DETERMINED O THE y 6. STRAP TO BE MIN.2 3/4" 6 ENGINEER SITE BASED ON END LENGTH NOV 1Y B 4be -1. TRUS5/JACK TRUSSES REGNIRED d CLEAR SPAN AWAY FROM CORNER 4 W/APPROVED HANGER BY " 4 -ALL NAILS ARE SINKER TRU55 MANUFACTURER B B B 8 2 3 OR SOX NAILS REVISIONS q G -GUT FLOOR SHEATHING TO T. SHEAR WALL B.N. 6. LINE OF BLK'6.INSTALLED "A" "C" BY TRU55 MANUFACTURER C NO. DATE DESCRIPTION 'Ise6. ALT.LOCATION OF SHEAR q \ ! 5 RUN gTRAP THROUGH O d TO TRANSFER 250 PLF TO INTERIOR CONDITION NO PANEL 5 b TOP CHORD OF 61RDER. I 10/14/04 CLIENT REV. q 4 1 2 4 5 6 2 6 IF GIRDER TRUSS 15 NOT OVERGUT 4 D£g16ryED TO TRANSFER -PRE-BENT 5•�gPS(M5TG46/6663) 11/10/04 CLIENT REV. LOAD,APPLY PLWD.TYPE II A 1 REQUIRE(4)16db O BOTTOM OF b q. 2X CONT.NAILER OR TOP RAILSPR.t 14" R D SINKER CHORD OF TRU55 W/Ibd'S 9'j NAILS TO II I/4"'s DEEPER BM./ _____ -- ------- O 6"O.G. HDR.6 (12)Ibd's SINKER NAIL T T q 5 5 6 10.ALT.LOCATION OF PLYWOOD TO q 1/4"DEEP BM./HDR. I b 2 2X F 11 -LOCATE STRAP OVER PLWD. ALT •1 PLYWOOD PANEL 5 ---- 4 - II. 2X FLAT BLK'6. T g 3 5 6 SHIM AS NECESSARY TO SHEAF.PANEL d PROVIDE 5 ALT.•1 PLYWOOD PANEL AVOID BENDING THE STRAP G 10 F D 1 T 6 C I 6 D 1 II T T 5 T I 3 q ALT.CONDITION 4 G 10 F D I T D G I 6 D 3 a� 9 6 6 6 RESTRICTIVE NOTICE B £ PLAN VIEW a �OOR qO 0 G BRNES IONSARET RwR AND GE50 D0102 D0103N B E PROPERrr oP solmsENGINEaINc JJ CONSIHTING GROUP,ANDALL 6 WALL ELEVATION @ OPENING 13 CONNECTION DETAILS 10 SHEAR TRAN5I=ER 6 6 'N�RH,"°-ECIMS G CONRDFNTUL TO ALL 0.fARGRS B 6 I2 -O AND NOPARTOETI6EDMwMGS CAN BE CORED.TMNSFFAED•OR q -ODUCED.NOR CAN ANY I. HEADER,SEE PLAN. I B II II 1. ROOF SHT'6. _ 2 SIMUCRIRES BE&IRTco""M I. 2X6 BLKG. AT CONDITION - C wUNTS EN wwnEN coNSEPL A t 2X FULL DEPTH BLK6. 2. DBL.TOP PLATE. • 2. 2X BEVELED LEDGER W/(4) couvs ENGINEERING CONAILTRJG AT CONDITION S W/LINE OF II 5 Ibd's PER STUD U.NA.(IF NOT caouP EDGE NAILING ALONG DRAG 3. CRIPPLE WALL WHERE ��\\ BEVELED SEE 13-SN2). 4 LINE MINIMUM(4)BAYS U.N.O. 2 CONSUETING GRIXIP}(R)1 ' I 3. E.N. 9 /T E 1 9 3 IS 5 4 12Au nwNrs RESER�RMWGOIYVISENVED 2. SIMPSON G516 STRAP TO BE 4. 4X TRIMMER V.N.O. n ALT.•2 PRE-FAB TRU55 PANEL APPLIED OVER ALL BAYS 4 4. Ibd's O W O.G.N.N.0). B$.OGKING(MIN.4 BAYS E. 2X KING STUD W/16d's O I6" IS O.G.TO TRIMMER. S. LED6ER6" STUDS.. M ALT't2 PRE-FAB TRU50 PANEL 6 6 I II 2 D T 6 6 1 2 D 6 3. 5TU12 OR P05T PER PLAN 6. 51MF50N HOLDOWN. 7 1O 6. PLYWOOD TYPE 11 ENTIRE 8 I 11 2 D T 8 1 2 D 6 15 Bn 4. LOCATION OF 2ND SIMPSON T. E.N.OF 5HEAR WALL ON - 5 LENGTH OF WALL U.N.O. _ _ 7 TABLE FOR TJI FLOOR STRAP WHERE APPLICABLE 1 5 TRIMMER t KING STUD. 12 -} 2X BLK'6. B 5TRAP CAPAGI S. TYPICAL"I"JOIST. 6. SHEAR PANEL,SEE PLAN. ALT.CONDITION __-- '` A p)G516 1650R 6 6. FLOOR SHT'6.d FLOOR _____ ________ ________ _c SOD/ R OF NAILS O MIN.E BM/HDR b. WEB STIFFENER I'-O"LONG q. MIN.(5)16d's TO END OF II SYSTEM. - ___ - I STRAP POST EA.END LEN6T GAP. LENGTH DEPTH 12 1 O EACH SIDE OF"1"-JOIST HEADER. NECTIONS --" 12 A I G516 2X4 I6 bd 1650• 16" ,- £ -1. TYPICAL SIMPSON HT520 6 19 I 9. pNpFOR�TION BT. N 5D2) _ --- --`' S 2 G516'R(2)2X4 I6 bd P/STRAP 3300R I6" _ _ - 8. TYPICAL 2X FLOOR JOIST. ' ___ ________ I I_ _ E G516"R 4X6 (16)bd P/STRAP 4g50• I6" ''lam- GM5T14 4X4 (3T)16d SINKER 5T05♦ 34" _ - 'P 7 q. DBE.BLK.TO RECEIVE 00TH 4 I 10.SH BEVELED 8LK'6.A5 s� Q_ m R) C516 d HT520 d NAILED SHOWN.SEE 13-5N2 FOR - E GM5T12 4X6 (50)Ibd SINKER 8095♦ 50" l!; - 6 NON-BEVELED BLOCK. -- _- (2)GM5TI4 4X6 (3T)Ibd SINKER 11410♦ 34" Z I 3 5 I TOGETHER W/(12)Ibd NAILS �� a STAGSERED.USE FULL DEPTH 4 h II. PLYWD.SHEAR WALL PER PLAN - 2 GMST12 bXb (50)Ibd SINKER 161-100 50" Q F--t.] BLKG.FOR CONDITION"B" E WHERE OCCURS APPLY PRIOR - ' H MSTG46B3(2)2X4(36)Ibd SINKER 41550 2q" MIN.II 114" IL TO LOW ROOF INSTALLATION I - - J M5TG66B3 2 2X4 f36)16d SINKER 4'155>t 2:!. MIN. dJ A 9 T E T 9 3 6 T 12.ROOF SYSTEM CAN BE PARALLEL(lyl M5TG66B3 2)2X4 C36)16d SINKER 3g559 29 ALT.•3 CONTINUOUS PLYWOOD PANEL 6 4 OR PERPENDICULAR TO WALL ' E T`` q 3 6 15.SHEAR TRUSS OR TRUSS PANEL =AT PT05T TOMP05T CONNECTION.LIGABLE LLI BLOCKS TO TRANSFER 360 PLF ALT.♦3 CONTINUOUS PLYWOOD PANEL I Q ALT.CONDITION TO PLYWOOD TYPE ITERNATE ++TO POSTLCONODITTIION ONLY.D FOR POST V I. ROOF SHEATHING A. SHEAR PANEL TYPE ON D0077 IV pY SHEAR WALL 1. ROOF SHEATHING A. SHEAR PANEL TYPE ON 2. 2X SHAPED BLOCKING TO RECEIVE E.N. �+ 5HEAR WALL (n Q BJ SEE DETAIL 15/5N2 FOR ALTERNATE B. SHEAR PANEL TYPE I RAM I NG DETAIL 11 FLOOR TO ROOF S.T. 7 2. 2X SHAPED BLOCKING TO RECEIVE E.N. HOLDOWN DETA I L 1 7 BETWEEN TRUSSES. D0046 SEE DET'L.13/SN2 FOR ALTERNATE B. 5HEAR PANEL TYPE D0050N1 _� Z 3. TYP.IX OVER 2X TOP PLATE BETWEEN TRUSSES. Q G. SPACING OF Ibd'S COMMON 4 2 6 1. SIMPSON 0516 W/ad SINKER I. DRAG STRUT W/E.N.PER 5. DOUBLE TOP PLATE 1. MULTI STUD OR P05T 4. 2X4 MEMBERS AT EACH SIDE OF TRUBS NAILS NAILS O 2 1/16"O.G.CUT TO PLANS.IF NOT CONTINUOUS G. 5PACIN6 OF 16d15 COMMON 4 4lu CONDITION"A„ NOTES, 3 I T FIT OVER ALL SAYS OF SPLICE PER TABLE BELOW. 4. 2X4 MEMBERS AT EACH SIDE OF TRUSS NAILS 2. STRAP TYPE,SEE TABLE W l Q 5. 2X FLAT SLOCKING D.SPACING OF ROOF 5HT'6 SLK6.WHERE APPLICABLE. I 4 2 I. tu EDGE NAILING SLIT TJI WED TO RUN STRAP 2. PLYWOOD SHEATHING. 5. 2X FLAT BLOGKIN6 D. 5PAGING OF ROOF 5HT'G 3. DBL.TOP PLATE OR Z Z b. NAILING AT BOUNDARY OF SHEAR PANEL THROUGH. 2. TYPICAL ROOF RAFTER OR EDGE NAILING 2 DROP SM.PER PLAN. Q E. SPACING OF SIMPSON A35 TOP CHORD OF TRUSS. S. STRAP PER TABLE BELOW. 6. NAILING AT BOUNDARY OF SHEAR WALL -0 W Q J T. 4X4 POST,U.N.O.W/E.N. AT TRUSS PANEL/CONT. USE ad SINKER NAILS ON APPLY 57RAP ON TOP OF E. SPAGIN6 OF SIMPSON A35 B 4. FLUSH BM/HDR PER PLAN. >W W PLYWOOD PANEL.ALT. G516 AND IOd COMMON 7 11 5. 2X FLAT BLK'6.W/E.N. SHEATHING AS AN ALT. T. 4X4 POST,U.N.O.W/E.N. AT TRU55 PANEL/CONT. USE DETAIL 6/5D-2 FOR Ill W 8. PROVIDE 2X4 SHAPED FILLER MEMBER L550S. NAILS ON HST20's E PLAN FOR No.or BAYS PLYWOOD PANEL.ALT. GONNEGTION OF BM/HDR TO 0 O W IN TRUSS CAVITY STWN.SHEAR TRUSS (MIN.4 BAYS). 4. SEAM PER PLAN 6. PROVIDE 2X4 SHAPED FILLER MEMBER L550'S P05T N.N.OJ. V UJ Y PANEL/PLYWD PANEL F. SPACING OF SIMPSON L550 MIN.1 1/2"SPACING BETWEEN IN TRUSS CAVITY STWN.SHEAR TRU55 Q Q Q FLAT AT TRUSS PANEL TABLE FOR 2X FLOOR ROWS OF NAILS i!. 4. HIP SEAM OR TOP CHORD PANEL/PLYWD PANEL F. SPACING OF 51MPWN L650 S. END LENGTH=16".FOR SAWN N3 0.J q. SIMP50N 5T6236 STRAP N.N.0) OF HIP TRUSS. FLAT AT TRL55 PANEL LUMBER W/SPACING O 2 1/16" 6. PRE-FABRICATED TRU56 STRAP CAPACITY LOCATE STRAP ON TOP OF q. SIMPSON ST6256 STRAP N.N.0) 6 d V-6"FOR MF6'R.PRODUCT I"' 10.PRE-FABRICATED TRU55 PANEL TO BLOCK W/CAPACITY AS FLR.SHT'6. WHERE APPLICABLE S. DBL.TOP PLATE OR BEAM. - WHERE STRAP I5 APPLIED G.PRE-FABRICATED TRUSS W/5PACIN6 O 4 1/6"O.G. U w Z A(UHT5Z0 d O)G516 1450R TRANSFER SHEAR LOAD FROM TOP TO INDICATED PER TABLE. d PLWD.SHEAR PANEL SEE PLAN 2 4 2 ON TOP OF SHEATHING, 10.PRE-FABRICATED TRU55 PANEL TO BLOCK W/CAPACITY AS I _ O w a O BOTTOM CHORD.SEE"6"FOR REQ'D. B 2 HTS20 t G516 2gOOM FOR SHEAR PANEL TYPE AND 6. ROOF SHEATHING V1/E.N. ELIMINATE LINE OF E.N. TRANSFER SHEAR LOAD FROM TOP TO INDICATED PER TABLE. -7 6. 2X STUD A/16 ci's O 6"O.G. � 1_O F CAPACITY(FOR ALT t2) NOTES: LOCATION Z 6 T ALONG LINE OF DRAG. PER TABLE ALONG LEN6HT OF 5TRAP BOTTOM CHORD.SEE'6"FOR REQ'D. �'-,._,,�. ;•NS.'. SING ly � =w Q �` - MIN.3 I/2"WIDE MEMBER It. CONT. GUT TO FIT PANEL BTWN. MEMBERS REGEIVIM6 2"O.G. -- 'r r FOR(2)MT512 USE(�)5TI2 It. GONT.PLYWD.GUT TO IT PANEL BTWN. MEMBERS REGEIVIN6 2"O.G. PROVIDE LINE OF EDGE NAILING 7. END LENGTH. END END 6 4 FOR 2 HT520 USE 2)5T21�2 F- d T.G t B.G.OF TRUSSES WALL ED6E5 NAILING AT ADJOINING W. ALONG LINE OF DRAG LENGTH LENGTH T FOR(4)HT520 USE U Q t7 w BLOCKED d NAILED(FOR ALT.05) PANEL EDGE5 NEED TO BE 3 FOR CONDITION G tD T.G d B.G.OF TRUSSES WALL ED6E5 NAILING AT ADJOINING 5 APLIGATION OFrMTS♦HT5° nce 72)ST6224. 3X NOMINAL 5TRAP APAGI END LENGTH SLOGKED t NAILED(FOR ALT.03) PANEL ED6E5 NEED TO BE A or I2.2X SLK6 AS SHOWN TO RECEIVE PLWD. 3 2 I 7 T 8 2 + MIN.I I/2"SPACING BETWEEN 3X NOMINAL q s �' °a 9 Ir ;I J,�.MIIN.4X6 SOLID SLOGKIN6 EDGE NAILING MEMBERS REGEIVIN6 ROOF A GSIb 1650• 3'-b" • \ ROWS OF NAILS.ADD 12.2X BLKG AS SHOWN TO RECEIVE PLWD. EDGE NAILING NEED TO BE \``��`. ° ° 2xbx5TRAP LENGHT NEXT TO EDGE NAILING MEMBERS REG£IVIN6 ROOF ,,;,.;o ty a,er�o,es p,O�g;- IOd SINKER FOR TAT512 PROJECT NUMBER: bO139 13.4X SHAPED BLOGKIN6 BEVELED.SEE 3/5N2 FOR ° • - = DRAG ELEMENT TO RECEIVE EDGE NAILING NEED TO BE ,,IQ MON NAILS FOR HT520 NON-BEVELED MEMBERS --- ---- -,--- 2N4D.50TCR SPf W/16db 15.4X SHAPED BLOGKIN6 BEVELED. MEN R T q of a perm t .�.DD�y tQ INKER NAILS FOR 0516's. PLAN VIEW O " - P ` r r +.Dt °e cons 'G 5TRAP TO MEET IN ENO ISAIED DATE 06/05/04 I '1E'X4"X46"LONG G516 BTRA ATTERN n o'the aLEN6TH t USE(q)8d's O EACH + OF P NAILING P ,4 ac. AHD PLOT DATE: D$/ID/04 SHEAR WALL SCHEDULE,U.N.O.ON PLANS R TO RECEIVE 2ND. 1 e '•'•'•' '•'•'•'•'•'•'•'• I I 5HEAR WALL SCHEDULE,U.N.O.ON PLANS 't I rest.me S7P'EACH 5TRAP. A B C.* D E F• 6 +NAIL AFTER I G516 t NAIL W/Ibd's O 4"OU: STRAP END LENGTH NAIL 51ZE AND SPACING CAPACITY c' ° rfPROVIDE I I/2"SPACING BTWN ROOFING IS -a or c a ca t'.rR provision W5 OF NAILS MULTIPLE G$ DRAWN BY: K.D. 10 II 6"O.G. b'O.G. 24"O.G 24"O.0 260 LOADED %� T I STA66ERED. A C516 3'-6" ad BOX/51NKER AT 4 1/6" 1650• A B G D E F 6 STRAPS II I 4" 10 II b"O.G. 6"O.G. 24"O.G 24"O.0 260 REVISION BY. .C. 4"O.G. Ib"O.G. Ib"D.G.350 .• .•.• .•.• I IZ 13 3'O.G. O.L. I I O.G. 490 S+ (2)C516 3'-b" ad BOX/SINKER AT 4 1/6" 53WO 5TRAP TYPE ALT. APAGITY 5 II 12 4"O.G. 4"O.G. Ib'D.G. Ib"O.G.350 J S 13 I 2 O. 2 O.G. O.G. O.G. 65 4 4 g CONDITION"B" G GM5TGI6 b'-6" 16d SINKER AT 4 I/2" 4T00♦ I "O.G. O.G. L. I O.G. 490 APPLICATION A I)G516 ON 2X4 (2 MT512 1650p 13 14 2"O.G. 2"O.G. 6"O.G. O.G.665 OF G516's B 2)G516 ON 2-2X4 2 HT520 2090♦ SHEET NO.: 14 14 2"O.G. 2"O.G. 6"O.G. 6"O.G. 6T0 Ib"M D CMST14 6'$" IOd BOX AT 3 1/2" 5500• 14 14 1 2"O.G.1 2"O.G. 6"O.G.I 6"O.G.670 Ir B G516 ON 4X6 (4)HTS201 42000 70088 re/T @ NON-SEARING WALL _7 16 DRAG INTO FULL HEIGHT WALL 14 DRAG DETAIL DD,, 12 DRAG DETAIL DD„n,l 8 SHEAR TRAN5FER D „ 4 HOEDOWN DETAIL DDDs, 2 D' 4 S 4 2 I. POST PER PLAN. 4 2 1 I. PLYWOOD SHEATHING. 9 I 2. FLOOR SYSTEM PER PLAN. \ I 2. BM PER PLAN,GONT.OVER (Ta" INTERMEDIATEPOST. 3. DEGK JST.W/FULL HT. 5. BM.PER PLAN,MITER GUT APPROVED H6R.SEE PLAN. O CORNER POST. 4. EDGE NAILING. 4. /2"O LAG,W/4"EMBEDMENT 5. 2X RIM.1ST.W/A35 O 48" � � INTO POST. O.G N.N.oJ. 5. LTP4 ON TOP OF CORNER b. 2X LEDGER W/2-ROWS OF BMb, a41250.Gx5T -EREED. b. ALT METHOD,U5E PG;'BG', b b 4 q 10 w"ntrcng gaup.inc OR'AG'GONNE-CTOR.BM. 1. SHEAR WALL PER PLAN. CAN SPLICE ON POST. 4400 Campus Drive 'EPG','BG',OR'LOE' 1 B CANT.FLOORT OR JJOIST Pi FROM Newport Beach O CORNER COND. 4 2 FULL HT.INVERTED'HU"H6R. CA 92660 RETURN BM.,IF OCG N.OJUR5, 9. X BL1KG.W/A55 O 48"O.G. ��� WILL NEED'W'HANGER TOP 5 I . • FLANGE OFFSET O'EPG' b W I-015'ON EA.BM.AS ALT.'.MAY BE MITER CUT 10.REIOUIREDER O WEB AS Newport Beach tel 949.752.1612 X fax 949.752.5321 I I _ Palm Springs tel 760.323.5090 1 b 6 4 5 1 HUAN NGUYEN,P.E. - cEza 21 17 13 19 GONNEGTION DETAIL GF9` 5 SHEAR TRANSFER GONN. @ DEGK 1 ��c�JRpN NGv'!F I. 2X ELKS.W/LINE OF EDGE NAILING ALONG DRAG, LINE Z MINIMUM(4)BAYS U.N.O. ; 2. 5IMP50K C516 W/Sd SINKER 0 P.6 07 NAILS AT 2 I/16"O.O. - CIVIL ?P END LENGTH 5. STUD OR POST PER PLAN QFCAL%F 4. BEAM OR DBL.TOP PLATE NOV 11 2nu 4 2 5 I NOTES: REVISIONS U5E 2X FLAT BLOGKIN6 FOR CONDITION"B"W/MIN.I I'll. NO. DATE DESCRIFION SPADE BETWEEN ROWS OF NAILS I IOA4104 CLIENT REV. LOCATE STRAP OVER PLWD. IIA0/04 CLIENT REV. _ SHEAR PANEL.SEE PLAN FOR TYPE 4 LOCATION Ct STRAP CAPAC I A C56 1b51QY ED - G b 13 2C6 55000 5'6. RESTRICTIVE NOTICE THRE DRIGNs DMwNM AND SKORICATIONSAKE EEXCLUSIVE /'� MOf WOS GOWISINGINTSSRNG 22 18 14 10 6 DRAC SEAM TO WALL DETAIL 2 CONSULTING G0.0 R.ANDALL INSORMATON SHOVM S GE2 AN ND OPART OF TIRE DRAWINGS cRN BE coMED.YaAPSFHm,oR I. ROOF SHEATHING RB'ROWCFD.NOR C CAN m ANY STRUCTURES REBUILT THEM 2. TYPICAL TRU55 WHERE wrourwMrrEN co TGE OCCURS W/APPROVED H6R. camsENGINEEaINc coNsMULnNc S. TYPICAL 2X RAFTER VI/(5) GROUP 16d's TOE NAILS FOR ROOF COPYRIGWGOUVISENGINEERING RAFTER W/SPAN OF LESS CONSULTNGGROUPI 6 THAN 4'-0".USE APPROVED ALL RIGHTS RRERVED HANGER FOR GREATER 4 SPANS 5 4. E.N. S. 5T22 AT 4b"O.G. b. 2X BEVELED BLOCKING W/ I E.N.AND A55'5 AT 46"O.G., (U N.OJ PER S.K.SCHEDULE. it �y 4 IF BLOCKING 15 NOT BEVEERNEAD,�SEE 15/5N2 FOR ALT• - v 1. BEAM OR DBL TOP PLATE PER PLAN r� b 6. 2X LEDGER SAME SIZE A5 d R/R W/16d'S AT 6"O.G.TO Z DEL TOP PLATE/BEAM AND AT 8"O.G.TO 2X BLOCKING q. SHEAR PANEL,WHERE 11) OCCURS 5 2 10 10. 2x4 LEDGER WITH(2)-Ibd5 AT 16"O.G. 0 ul I w r (1 IY lu 23 19 15 11 7 CONNECTION DETAIL GE45 3 � z ly I. POST PER PLAN. al 2. BAYSOOKIN6 W/E.N.MIN.(2) llJ W 7 QZ 5. HD PER PLAN. Ck W�// Q N Li W W I I 0I(AY 2 : QQQ � m�� 5 O ~ z a W ly U ao0 PROJECT NUMBER: 607561 T. ISSUED DATE 0610a104 d PLOT DATE 08/10104 c n DRAWN BY: K.C. ^'U'. a s ;h REVISION BY: A SHEET NO.: 24 20 112 8 GONNEGTION DETAIL 4 SD-4 IGE88 I SPECIAL FIELD CONSTRUCTION NOTES 9 b 1. MINIMUM 4X8 POST IN 2X4 WALL G L A5 7)...�I CKNE55= 5'' I. 3"x 5"X I/4'X SO'LONG STEEL AND bX8 OR(2)AXIS IN 2X6 WALL I. POST PER PLAN eJ n Ja I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARGW-TURAL DRAWINGS.GWvi6 ENGINEERING 2 O ANGLE. 2. DEEPEN FT'6.4 BEND THE REBAR NOTE; 2X STUDS o IS O.G. CALIFORNIA DOES NOT A861ME ANT LIABILITY WITH REOPECt TO THESE DMFN91CN8.CONTRACTOR 6 I 5 •CORNER A9 NEEDED. II 2. SILL PLATE -FOR MI55ANG/MI5LOGATED AB.,SEE EXT.25/PT-1 FOR FIX.b. INTERIOR FINISH SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND WITH FIELD I 2. CS)3/8'DIA.CARNAGE BOLTS. 5. ANCHOR BOLT.SEE PLANS FOR -FOR OVERSIZED HOLE IN SILL PLATE SEE DET.221PT-I A ENL 5 S. DBL STRAP HOLDOidNS PER PLAN IN CATW ON LANE) WHERE CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION AND 61ZES OF All ANCHOR BOLTS,HOEDOIWNS, PLAN VIE 'S 4 AS SHOWN.TO BE INSTALLED 812E AND SpACIND. FOR FIX. INDICATED ON PLANS)W/5.4 DIA EMBEDDED STRAPS AND FRAMING MATERIALS.CONTRACTOR SHALL VERIFY COPFIGURATION AND 3. SHOVEL FOOTING OVER SHEATHIN6 ANCHOR BOLTS• l2'O.G.{12' LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPES, _ H=@ S -VI5QUEEN TO HAVE MIN.I2"WELDED LAP AT ALL SEAMS MAX.FROM END5 OF MUD SILL 4. SILL PLATE PER PLAN N.N.O.ON PLANS)USE SHELVES,PATIOS,PORCHES,AND STOOPS. ° 4\+ 4. ID"CONCRETE EMBEDMENT °` A i 1 2 4. 5"CLEARANCE.TYPICAL NNAJ ^ 7.CONTRACTOR SHALL VERIFY TENDON LENGTH'S Alp 9TRESSMG TdIL LENGTH'S PRIOR TO I 5. N5 HOOK BAR,ALL BENDS SHALL q -VERIFY ALL INFORMATION PER UPDATED SOILS REPORT 2x2XSAW WASHER W/T'MIN / •w/ \WIC il` FABRICATING G ABLE S.COLOR CODIN17 G OF CABLES 18 ONLY TO ASSIST TENDON PLACEMENT,/AND MAY 5. 2X4 P.TDF.MEMBER I 1 MEET THE MIN.STD.NOOK 5, ADD a4 BA BENT DOWN INTO BE REVISED AT THE CONTRACTORS OPTION.ANT DISCREPANCIES M,BUT NOT LIMITED TO.DIMENSIONS, 4 -''�°'I ° 5 5 "LlL1- REQUIREMENT '` FOOTING AT CURB USE MIN.5'WIDE x b"THICK LEDGER•VENEER. !MBlD IN GONGR@TE. TENDON COUNT AND LENGTH'$,COLOR CODING,AND ELONGATION DESIGNATION SHALL BE DROUGHT /` 5 A � 6 -P.T.SLAB{FOOTING TO BE POURED MONOLIGALLY d. S'LONG.SLAB W.I/2'DIA. p� � gp� °�J 6. 2X4 P.T.DF.PLATE(NOTCH _ -'/q• 6. ADD a4,5'-0"CENTERED AT HOLDDOYN STRAND O MID HT.OF SLAB. BW f TO THE ATTENTION OF GOLIVIS ENGMEERMG PRIOR TO FABRICATION - AROUND STEEL ANGLE) 6. 7'-0"TO THE SOT.OF THE HEADER U.NA. �/8" •, PIANO"TOP4BOTT.BACK UP BARS S.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM TWAT SHOWN ON THE PLANS - • ° A° ° A-A NOTE: 10 ronN(mapa•p ik AT CONTRACTOR'0 OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON SUPPORT LAYOUT,SEE }T�� (�Ly Y T •ANCHORS DETAIL(4?t-U,(5/PT-U. I ®NY Wr\LL 21 •°g ALL STRAPS ARE 91MP50N STRONG Ti. TOP OF SLAB AT GARAGE P. 2•MOISTENED SAND OVER b MIL. 4.TINE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WEN SHOWN TIE- b h 4400 Campus Drive Y FOR MISSING A M15LOCATED 12 6 8. TENDON PER DETAIL. f d K VI5WEEN OVER 2'SAND NNAJ OTHERWISE. a EXTERIOR PER$OILS REPORT Newport Beach Zi HOLDO✓W STRAP,SEE DETAIL 23-PT-I SEE`TABLE A"ON PLANS FOR P S.DIMEN61GN6 ARE NOT FURNISHED TO SRMF'90N HOLDOWS.IT IS THE REfiPW91BIL1TT 6 THE (. OVERSIZED HOLE OR HOLE 9, b'-6"TO THE BOY.OF TIPS HEADER FIN.BID.PER 9 4 p • 8° EMBEDMENTONRACTOR'SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO GREATER THAN IAb"OVER BOLT ° IVIL D CA 92660 LOCATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS FOR PROPER INSTALLATION. '_ DIAMETER ° A SIMPSON s POST 5 5 • TYP. O =_ h. EXTERIOR FINISH W/6.1.BASE 6.PROVIDE A x 24-DOWEL 4 24.O.C.AND I FROM CORNERS AT ALL CONCRETE STOOPS PORCHES, I 0 3 B 2 ?� HOEDOWN EAGN STRAP 10,T"CURB MIN. ° 4 SCREED.SEE ARCHITECTURAL. PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF POST-TENSION SLAB UNLESS NOTED 5 Al 11. I'-10"MIN. OTHERWISE. 2. ANCHOR BOLT (2)HPAHD22 O' 4%8 2S-16tl'N COMMON 92`.k °, 12" K. TIE GABLE•INTERSECTION 1.ARAWME. BIN CONCRETE n1x CONTAINING CALCIUM cILLORDEB SHALL NOT MUSED. -12'MIN L°I2"MIN (2)HI I/4 4"(21)-Ibd'e COMMON pT_8 12. N5 CLOSED TIES 6 4"OZ. 'II SUPPORT ON GONG.ELK.OR p D.REWIREfMENTB FOR PRE-8ATURATION OF SUBGRADE BOILS AND DAYLIGHT SETBACK OF EXTERIOR • 11 ° II 5. SILL PLAT! P 15 P (2J STHDI4 4" 4X6(38)-16dL SINKER °4 ,d, PLASTIC CHAIR SEE PLANS FOR Newport Beach y GABLE SPACING. FOOTMG6 FROM ANT DESCENDING ELOPE SHALL ta'I N WITH 601E REPORT REGOMMENDDTIO B II Fp� L. REUSABLE PLASTID POCKET tel 949.752.I612 S ROOF,FLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY PROHIBITED TO BE ' 4 u O2 ` I NIA` ° 4. EPDXY GROUT {,Ty RA 15E D �iUR6/ DETAIL 8 TOP OF NOT. 9 VZ m„ L FORMER INSERTED IN 5/4"DIA fax 949.752.5321 IMPOSED ON BLABS PRIOR E STRESSING.BEGIN WALL FRAMING 3 DATE AFTER CONCRETE PgJR F ° HOLDOWN 5TRAP 15 HOLE IN BULKHEAD. CYLINDER BREAKS INDICATE MIN 2 D F P81 E TEK4Hi. - S. SIMPSON BPS 5/8 E 6 R TYPi 10.SPECIAL INSPECTION 18 R'eWIRED FOR THE TENDON MBTALLATILN,CONCRETE PLACEMENT AND PIX 1191N6 EF`OXY GROUT PIX USING 51MP.BP5 5/6 ILL • ° STRESSING OF POST TENSION TENDONS. PT_22 b. STUD WALL PER RAN }" NAIL It.FINISH GRADE AROUND THE PERIMETER OF POET TENBICN SLAB SHALL BE CONSTRUCTED SUCH THAT Palm Springs RAIN AND IRRIGATION WATER 16 DRAINED AWAY FROM THE SLAB FIX FOR OVERSIZED HOLE 22 1. 4X4 POST N.N.oJ ON PLAN TO BULKHEAD q" 7 G.ALL SITE AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING COMPACTION OF THE FILL, tel 6U.323.509U PRE-SATURATION.AND CONCRETE&LAB BASE PREPARATION, ALL BE PERFORMED IN ACCORDANCE I { 2. REFER TO PLANS{TABLE BELOW m. AFTER STRESSING AND SH WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND INCLUDED IN THE SOILS REPORT. 2 FOR CONNECTION TYPE TYPE. PT I. SW.OFe TRAMWnON(x{rel-e APPROVAL,BURN EXCESS 13.A MINIMUM OF THREE(3)CYI-NDERS(9LAB SHALL BE TAKEN TO DETERMINE CONCRETE STRENGTH. I. 5/8"0 x b"91MPSON TITEN HD 0 •AMINO LOW. STRAND 112"TO 5/4"INTO REGE55. CONCRETE 5GREH ANCHOR. d 5. ADD 04 X 5--O"CENTERED• �" - ,, .,.,.,g„�„-,N•O Blx,,,,,,{ _ HUAN NGUYEN,P.E. TENDON AND ANC140 E INSTALLATION NOTES 2. 1 514"MINIMUM. ,0 9 HOLDOWN W/IN SHEAR CONE.OMIT SRC AT 5. �DDIE 6.4'b Ld e.].. 1 I.BULK R4 BAR IF TENDON . HEAD BT LOCATING THE CENTER OF Tiff STRAND 5UVL_EB PER THE DI ON THE NOTES: REBA EXIST PLIGHT.THIS THIS LOG. STRAND PLAN.(NOTE:BULK W HEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 16 NO TENSION -NO SPECIAL INSPECTION IS REIRE TYP. EXTBRiOi�. FO®T4N6 OFES51 ON THE TENDONS,UNTIL AFTER THE CONCRETE IS POURED). FOR SCREW ANCHORS.FOLLOW MFR. 0 I . L STRAPS ARE 51MP50N STRONG, • ] tRAH3Ir10N LEN•mi sc11E0. QYF Ory4 2.MARK LOCATION OF INDMWAL ANCHORAGES ON EACH SIDE O BUNDLE CENTERLINE PER DETAIL I RECOMMENDATION POR INSTALLATION. TIE. s �• D• S• T'Oi.HgIJ "�I-•''TORN y 2-STORY J. sPP TABLE A'ON PLNtl FOR Y, N NG ! (4/Pf-I)AND DRILL A 3/4"DIAMETER HOLE IN BULKHEAD UNLESS NOtlD OTHERWISE.DO NOT ERECT -MIN.SPAGNG BTMI.ANCHORS TO BE 6". I 6 4 BtAEEB I]' �'•y•TO !-srORY 6EO, 4 D•� r•]4• PARTY r1ALi AND W!N µp b'MIN AT 6aG.]B IN01DE FORM OF DOUBLED UP PERFORMS,UNTIL TENDONS ARE IN PLACE, ° IF SPACING IS LESS THAN 0",USE , 'C E%GECDB S•. 'J. 9.LAY ALL THE STRANDS M ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER DIRECTION. INSTALL STRAPS OVER SHEAR PANEL 2 THREADED RODS EMBEDDED 5"INTO '� s sRE Tn•LE w•OH FLN)s FOR /� REFERRING TO THE PLAN,SELECT INDICT COLOR-CODED COILS 6 STRAND AND UNROLL THEM M CONCRETE W/SIMPSON SET EPDXY EH•[OHRxi AM S¢G.A 1 Y.D TNL P J PLACE.BEGINNING AT THE DEAD-END,IF THERE IS ONE.AT LEAST 15'OF STRAND MUST PASS THE REFER TO TYPIGAI INTERIOR FOOTING WN AT 9EL.HB IO'HRL FOR AHGNa. LE•ENp <_ (IGBON52TR)OR EPGON Al ADHESIVE DETAILS FOR MORE INFORMATION IIYO. BULKHEAD AT EACH STRESSING END. SYSTEM(IGEO N5560).SPECIAL e " ° # 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS TIGHT TO °INTERIOR ?" 12" DROPS OVER 6'RPA^C `fi• THE BULKHEAD.Ibd's RIND WAMK RECOMMENDED. /2 INSPECTION IS REQb.FOR THIS \Rol 5 MIN./'A•2500 P51 pi26_9- SEE DETAIL - • 9/. C/V 1 L P 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY I I!1'FROM 91 SUPPORT 60 THAT THE SY5TEM. N_J J 16 NAIL5 CENTERLINE OF TT CAN BE TTnHE ANCHORAGES 16 APPROXIMATELY 3 IO'BELOW TOP OF SLAB. -GHEGK LOCATION OF TENDONS ° O)` O 6.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY 6'INSIDE THE BULKHEAD.DO NOT PRIOR TO ORILUN&SLAB TO AVOID ° ° TYP. SLAB STEP DETAIL 9 9B • a•�� °`� ° CAUf REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND THROUGH THE ='T-23 HITTING THE GABLE. ° 4" O - bSINKER J ZJBULKHEAD.LENGTH OF ExPoBED TENDON AT DEAD END 19 NOT TO EXCEED I2'. ExTER10R 0 SEE DETAIL NI FOR LEGEND{ 10' (23)-IbdbSOMMO 41.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OB6TRJCTION6.PLACE MISS NC OR M15PLAGED A.B. 23 4_ INFORMATION NOT SHOWN (24)-16db SINKER EA Lcmil •�BUPPORT5 AT CABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER 8.CHECK STRANDS FOR TEARS,IN PLASTIC WRAPPING AND RELLRAP.ALL TEARS M WRAPPING 1I OR FOR M1551NO OR MISIAGATEDA/4" -bds CO N NOTE; NOTE: pApiYO" 26)-16d's SINKER TYPE OF CONTROL JOINTS TO BE SELECTED PROVIDE CONTROL JOINT AT 20'-0' REVISIONS ECHOER SHALL BE REPAIRED. HOEDOWN STRAP,SEE DETAIL AND PLACED ATLOCATION QWNON PLANS. MA%.EA.WAY NNAJ &TENDON PLASTIC WRAPPINGCEMEN 9NAST BE L056 OF C OVER ENTIRE LENGTH IN BE UNBLNDED AND ITT-16 23-PT-I 4' (98)-166'5 SINKER lu e�ANCE WITH GOOD CONSTRUCTION NO. DATE DESCRIPTION PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MAtERIAL9 WRING CONCRETE T1G AT GONTRAGTO $OPTION. SEE DETAIL NI FOR LEGEND 4 T'I'PI GAL INTERIOR FOOTI N6 2 2B PLACEMENT. I, F05T PER PLAN HOLDOWN 5TRAP 16 INFORMATION NOT SHOWN. 0128_2-PTA 1OA4104 CLIENT REV. TENDON STRESSING PREPARATION NOTES s b"•I-STORY H'• PROVIDE SAW OUT WITHIN 34 HOURS 2-STORY 10"•3-STORY II/10/04 CLIENT REV. I.REMOVE POCKET FORMER. 2. SIMPSON PBU COLUMN BASE TO I/5"%b'MIN. OF POUR, 45TORY AND WHEN b" 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF ANCHORAGE 16 O 1 MATCH F105T SIZE NOTES: /4"x b'MA%. EXCEEDS I2". 18' CLEAR F A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A SCRAPER OR SCREWDRIVER O HD20A OR ND15 REFS TO MAHIAOIMRER I/8'MAX. IM"x"D'MIN. I/6'MAX. E 1. PROVIDE•4 x i 116"O.G. 3.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH MICHORAGE. S. 5/8"DIA.RED HEAD WEDGE INSTALLED WITH SPECS.FOR INSTALLATION RADIUS I/4'x IT, d RADIUS A.PUT A CRAYON MARC ON THE STRAND AT THE EDGE OF THE SLAB,OR AT d CONSTANT DIMENSION O O 2 ANCHOR(IGBO N13T2) OR 51 TO WOOD MEMBER PROVIDE N4 VERT.•ID"O.G. 11 WEDGE ALL 5TUP ANCHOR 0050 I I/4`DIA.ASO'T ADD N 4 HO l 2 FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS RULE ARE I•ffXHNEAD BOLT ° �J"' pj •12'OC.WHEN E.W.ONLY IF b'EXCEEDS 12' RECOMMENDED. S/4' rR:---; M5631)WITH 4 1/2"MIN.EMBEDMENT 0- MIN.POST SIZE IS 6 X b ° p 'D"EXCEED 12" TALL, TENDON 9TREb61NG PROCEDURE NOTES MIN 1I �NDITIOPI.•MIDDLE OF SLAB 2 4 A5 9HONWN TO RND ECEIVE PEN DTI _ �rL EDGE OF SLAB MIDDLE OF SLAB ....: ....- .. ... .. .-.. ° 1/2"GLR.ALL HOLOOWN . ANCHOR TYP. NOTE: L THE 6TRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON EXPERIENCED 4. 516'DIA.THREADED ROD IN THIS TYPE OF WORC:HEAHE MUST EXERCISE CLOSE CHECK AND RIGID CONTROL OF ALL kOTES' EMBEDDED 5"INTO GONG.W/SUMP PT-{0 ZIP STRIP SAW GUT/HAND TOOL JOINT Z MOISTENED SAND SHALL ALSO BE OPERATIONS. -FOLLOW MFR SPEGIFICATION5 FOR INSTALLATION SET EPDXY 5"INTO CON OR I PLACED IN GARAGE BLAB AREA TO 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS,CURED UNDER OF F AND ADEHON SH SYSTEM. TYPICAL CONTROL JOINT 10 AID IN CONCRETE G1RIN6,OMIT JOB 61TE CONDITIONS,NAVE BEEN TESTED AND INDICATE THAT THE CONCRETE IN THE MEMBER WAS -PAD FOOTING BELOW SHOULDBE NO MORE THAN EPGQN Al SY5.(HOBO N5560)WITH 24 5 .MIN.- MIN.P'O P 2300 psl NNAJ 7 2 By Sol N IN GARAGE IF APPROVED !8"OFFSET FROM POST LOCATION, SPECIAL INSPECTION•EDGE OF BY SOIL ENGINEER ATTAINED THE STRENGTH CALLED FOR ON THE STRUCTURAL DRAWINGS OR 2"0 p61 IMANU. T 'J 3.ALL PREBTRE96MCs STEEL SHALL BE STRESSED BY MEANS OF M.OR OTHER EWAL HYDRAULIC PT-24 SLAB CONDITION. SEE P AN IF LARGER yy11 Y tN AD REWIRED p -° SEE DETAIL RI FOR LEGEND a INFO. JAG's EWIPM0 WITH ACCURATE READING,CALIBRATED HYDRAULIC PRESSURED GAUGES.A 12"MIN RESTRICTIVE NOTICE CALIBRATION CHART SHALL ACCOMPANY EACH JACK /,A�/�•T ZSU d I. O 7 NOT SHOWN 4.THE POST-TENSIONING OPERATION WILL SE SO CONIXICTED TWAT ACCURATE ELONGATION OF THE M 155 I NG/M 15PLACED GO L. B! `M E 24 , I. SEE FOUNDATION NOTE ON SNI. p1 q' THESE DBIGf4 DIAWINGS,AND PRESTRESSING STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS SUBMITTED AND FOR SHOT PINS. d RPE,.-ON$ARE THE EXCLUSIVE APPROVED DT iNE STRUCTURAL ENGINEER PT- P7-3 ID" MtOPBtt OF GOUv15 ENQNEFNNG 6.INDEPENDENT IN6PEGTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND 8UBMAT NOTE: CONSULTING GROR ANDALL REPORTS TO GOJVIS ENGINEERING FOR STRUCTURAL ENGINEER'S APPROVAL ONLY IF STRESSED MISSING REPLACE W ROD•EMBED NT I. 4X4 POST,U.NO.SEE PLAN SEE DETAIL NI FOR LEGEND AND �/�( INFORMATON SHOWN IS TEN ELONGATION EXCEEDS TOLERANCE. HOLDOWN 2. STRAP,SEE TABLE BELOW H=OA/HDI5 HOLDOWN INSTALL. 17 INFORMATION NOT SHOWN. TYPICAL EXTERIOR STEM WALL V/ GONFlOFNTWLTO ALL RECIRFNIS S.THE THE JACKING FORCE TO OVERCAME FRICTION SHALL NOT EXCEED B0%OF THE ULTIMATE STRAP• HTT22 5/6' 10' AND NO pAKY0T0 fY DMWINGS FORCE OF THE TENDON. 3. EMBED.IS FROM TOP OF SLAB PT_1 1 CAN aE COPIED,TMNVfAED,oa (AIM n 60 930 W ). !HD2A HI FACE OF 1.TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 10%OF THE ULTIMATE FORCE OF THE HDQB OR AT MONO-POUR FOND.SYSTEMS. -> 1 • I. ISOLATE SLAB FROM STEM R@ROIXICED,NOR GN ANY TENDON. HD6MIDDA NDbA/NDBA T/8" 15" WALL.RUSE 12"FIBERBOARD STRLICIUREl BE E.,PROM TTEM NOTES: NON-BEARING INTERIOR WALL 11 �1VEINAY MATERIAL) GOUVG WGNEERINGCONSU CONSULTING (413 x.T0 28.9 PUpa). BL.STRAP HDQD OR USE SIMP50N SET EPDXY-TIE OR 6"MIN A.THE STRESSING OPERATIONS PROCEED AB FOLLOUIS: HDIOA HDIOA T/8' 15' REDHEAD EPCON AT ADHESIVE SYSTEM. d GROUP REMOVE GROMMETS dT THE 6T�SSING ENDSf CHECK INSIDE EACH GROMMET HOLE TO MAKE SUS NO APPROVALS:IGBO N52Tq{N5560 THAT THE 4GE9 ARE FREE FROM CEMENT PABTEi F NOT REMOVE PASTE FROM ANCHORAGE O I. b-0"MIN.TRANSITION CURVE AT O ° SEE DETAIL NI POR LEGEND{INFO. COPTRIGM GOlM2 DJGINEERMG WITH A SCREWDRIVER WEDGES, SIDE I {GMT OF LA RR 025214 F N253TR. NOT SHOWN. 1 -INSERT WEDGES,BIDE BY BIDE,BY NAND INTO dNCNORdG E. LOCATION OF TENDONS REFER TO IGBO AND MANUFAGNRER'S CORNERS TYP. CA...I TSGROUP]SMA PAINT MARK OH EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM THE EDGE PROPTO DRILLING SLAB TO 5MI FOR INSTALLATION PROGEDURE5. A NOTE; 2PLUMBING AND SEWER LINE ALL RIGHTSOF THE SLAB. JAGH-K VOID HITTING THE GABLE. e ° MAINTAIN MINIMUM CLEARANCE 2. OPENING. _ a' -STRESS THE STRAND 4i 33 kips. 2 SPECIAL INSPECTION 19 REWIRED O S ` °I. PROVIDE MIN.N4 BA 6'-0'LONG, BENDS AROUND PLUMBING,AND -MAT THE E STRAND B D THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO THE RAM. WRING ALL INSTALLATION 1 3'TO 5"FROM THE TOP OF THE SEWER LINES. FOUNDATION CENTERED AT"HD'. b'GLR. -REMOVE THE RAM, pN P?°/ (BEND REBAR AT CORNER) MAX. Z • ° 111 -MEASURE FINAL ELONGATION.RECORD ELONGATION. MIN.LONG.STRENGTH,P'G•2500 1 1,66 I:b�MAX p 0 0 IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION,AND THE I G Y JACK WAGE READING OCCUR,THE JACK-WAGE-R1HP WIT SHALL BE RECALIBRATE.AN AGREEMENT 5 A ADEWATE 912E WASHER REQ'D.WHEN NOTES: h O I OF WITHIN 1%UNDER TO 1%OVER SHALL BE SATISFACTORY. ANCHOR BOLT SIZE 15 SMALLER THAN -DEEPEN FOOTING AS REGV.TO I, 10.TENDONS ST SOED FROM ONE END ONLY SHALL BE 60 INDICATED ON THE PLACING DRAWINGS, HOLE IN HOLDOWN. ACHIEVE I••4' 1/2"DIA 2 PT-4 TENDONS THAT ARE STRESSED PROM BOTH ENDS WHEN REQUIRED AND NOTED ON PLAN NEED TO BE 4 -REFER TO MANUFACTURER SPECS. ° STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN THAT THE WEDGES ON THE I S(4 * CONTRACTOR SHALL SPECIFY O 11 T CORNER TO CORNER FOR INSTALLATION TO WOOD MEMBER NG "MAN DRIVEWAY TO C ARAGE/APRON 4 OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF THIS TENDON THESE TENDONS MAY M •d OVERALL LENGTH OF ANCHOR. -MIN.D15T.TO CORNER 5HOULD BE 6' TENDON LAYOUT AT OPENING, b HAVE MORE ELONGATION AT ONE END TNM AT THE OPPOSITE END.CL ATION ONO FROM BOTH ENDS • HI IN5TALLATION No INSTALLATION -MIN./'A P 250Q s1 N.N.OJ MUST TOTAL THE ELONGATION 5HOLN ON THE PLACING DRAWINGS.TENDONS EXCEEDING 166 FEET N FOR OTHER HOLDOWNS NOT LISTED IN SIMPSON de le ANCHOR O POST_ P ---- --TALI. LENGTH'S MAY NEED TWO-WAY 6TRI ING.T CAN BE nnl SEE PLANS FOR HOEDOWN TYPES. PT-1 •HOLDOFN STRAPS ARE:ALL PAS,ALL HPA'S TABLE ABV.4/OR OTHER COND.NOT NOLDOPdN AND TYPE IN _SEE DETAIL NI FOR LEGEND AND II.PA St O(OR EARLY TR SSING S OF TENDONS,WHEN FEW NIT O AND NOTED ON PLAN,T(2 fR��� (p'��PQ•M x}. IT NOrE. CONS10T 6 INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORCE 6 L000 LB AT[2 DAYS PAND42,MPAHD,NPAD22,NPAND22-2P, INCLUDED HERE,CONTACT 60UV19 HfM2 S/4'20 5/6'S/8'8 SSTB24 4X4 INFORMATION NOT SHOFFI. TYP. GO \Nis 1 `T OPENING 12 VEr DETAIL NI FOR LEGEND t INFO. AFTER CONCRETE PLACEMENT AND THEN FOLLMMG UP WITH FINAL STRESSING. STHDIOAND5THD4ENG'.6.GROUP OF COMPANIES FOR HD-3A 19/4'20 5/8"S/6`O 65TD24 4X4 -FORM1551NGORMISLOGATED PER ARGN. . OT SFIpm. 12.ELONGATIONS SHOW ARE BASED ON.l0 f pu.MEASURED ELONGATION 1%UNDER TO 1%OVER 16 CC.FIX. PNDD 15/4'24'I/8" •I/8 0 55TB28 4X4 HOLDOWN STRAP,SEE DETAIL Q ACCEPTABLE.IF MEASURED ALON'ATION EXCEEDS TOLERANCE.CONTACT GOUNB ENGINEERING. /� HD-DA I S/4'24 V8" T/8"6 95T028 4X4 13.TAKE SAFETY PRECAUTIONS AS NEGESSARY1 DO NOT PERMIT WIOROMAN TO STAND BEHIND JACKS FIX FOR M 1551 NG HOEDOWN 25 ND-IOA 15/4'24 T/6" 1/8"P SSTB25 4X6 I. ROUGHEN SLAB CQNTAZT QP WHILE STRESSING TENDONa 5 SURFACES TO RECEIVE CAST-ON ° ... STRESSING HOLES SEALING NOTES AD di, TYP. HOEDOWN INSTALLATION 18 SLAB 2ND FPM °° IL I.THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH 19 TO BE FILLED AND PT-1$ 2. ALL A.B.,HD.B.{STRAPS ltV SEALED WATER TIGHT. 24'MIN 5.6X6-10/10 W.W.M.OR a5• J) J 7.LIMING A TER TIGHT. TORCH,BURN OFF EXCESS STRAND IR'TO 3/4'BACK IN HOLE.BE CAREFUL NOT TO ID"O.G.EACH WAY MUST BE HARE LONG ENOUGH FOR MIN.EMBER.INTO FIRST yy�t\ l NOTES: NOTE. POUR OF SLAB OR FOOfIN65 ` Ul DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE THE CHIT AS WICKET A9 I POSSIBLE. O ° °. \ I 'S"SHOULD BE MAX 16" WHEN POST LOAD BEAR5 3. SAND BASE MAY BE O 1- W 3.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPAGK 4_ \ • CAST-ON SLAB,THICKEN REPLACED H15OLID GONG. ---/JJ"`PER ARCH. _ (] BLOCKDJT9 WITHIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS FURF�E.(AWN � � �1-a°---R- 2"S, PT'G.REINF.„D'15 OVERALL DEPTH OF PIS. I. (2)M4 T{B W/2'-0"MIN.LAP{ S, PROVIDE a4 VERT.6 1W O.G. GONG.MIN.24,0.ALL THE AT CONTRACTORS OPTION FT--5 ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART 8AND 4 ACCEPTABLE). \\ \ PER DETAIL WAY TO LOWER P.T.%AB. 0 •\ EMBEDMENT IN ADJACENT%AB ONLY IF"D"EXCEEDS 16' TECHNICAL PARAMETERS NOTES \\ ',\ ° �{r BEND REBARS IF REWIRED s LAP Y 6 PT6. TALL SEE DETAIL RA FOR LEGEND AND 4. 4"THICK MIN.BUILT-UP SLAB POTSHELF FOOTING 5\ ° \ 4M MIN 48 BA DIAMETER I 2 TENDON WHERE OCWR5 ON INFORMATION NOT 5HOH N. OVER COMPACTED MOISTENED \ -DEFORMED MILD REINFORCING GRADE 40 03 1•1 I\ 3t, I- PLAN,PROVIDE N4 HAIRPIN NOTE' SAND BASE. STEEL SHALL CONFORM TO ASTM A-618 GRADE 60 l•5 1 BKGGER) \ \ REINFORCEMENT TO MATCH AT ANCHOR. -SEE DETAIL RI FOR LEGEND AND NOTE: 1. P05T IN WALL OR USE COLUMN / IV -STRANDS SHALL CONFORM t0 ASTH 4-4w °\-�r-' FOUNDATION DETAILS. INFORMATION NOT SHOWN. 1 5 4 $ Ej SEE DETAIL RI FOR LEGEND BASE,SEE PLAN. -PROPERTIES OF 1-WIRE STRAND W'DIAMETER Iµpl,`{� REFER TO d {ate {INFORMATION NOT SHOWN. (ULTIMATE)270 k•i \ A ° ° 8ia ARCH.6"MIN. J'P -FOR MISSING OR MISLOGATED < 2. PAD REINFORCEMENT,SEE PLANS. -AREA-6CUARE INCHES.153 \ °0 KN Fla - HOLDOWN STRAP,SEE DETAIL 1B k -0 0 Y Q W R/ -F(ULTIMATE)-POUNDS 41300• •>. A - 2•J-PT-A 1 sM �j L I° 5 I d K ° IL Lu Q= •Es-psl 29$000S00 f PT-26 ° in I 1 7 Q Z -MAXAMUH FORGE(B33»MrS' ° _ __ OVERCAME FRICTION ° +° ° .MAXIMUM ANCHOR FORCE(.1 T pH)70,900' m H 0 - _ ° nS FOOTING O J WIT ELONGATION PER FOOT 6�9' STEPPED FOOTING 26 « b" -T e- s _ I W w AREA E 1. PINI5N*RAPE Q$I 3 ° ° us _$ A m i,J `ve4Eso".M1 r ° i °;J .:,j°.a Q l� U J V Y STRUCTURAL DESIGN NOTES 2. BPCKFILL TRENCH EXGV. jR.I N! < I/2"G R'MIN. ` \ t 0 ° ° 2 ° °- R Z Q Q Q PER SOILS REPORT 4. CREATE PIPE SLEEVE 2"LARGER <<3 I `�°° V NAIL TO BULKHEAD p m 0-J L DESIGN PARAMETERS FOR THE ANALYSIS OF THE POST TENSION BLAB ON GRADE 16 BASED M Tiff THAN PIPE J • n ❑ • PT-1 3 < )<. NOB T J (n INFORMATION PROVIDED BY: 1 S. BOTTOM OF TRENCH ExGV. NOTE: J PADHC a SOTS ENGINEERNG " NOT TO EXTEND BELOW THIS CONTRACTOR IS RESPONSIBLE FOR Z I O'ER'IL INTERIOR BEYOND _._�4"MIN f-W Z PRO)ECT N0.40m59 DATE I I." ° ° LINE PROPER SHORAN&WHEN REWIRED. Z 12'MIN. 12"MIN.'•R I T-6 _- X � J �0_0 ✓T_11) m TYP.WING WALL ET-A. TIE BEAM P 4 BUILT UP SLAB TENDON SUPP 13 PAD FOOTING _6 `l AL`:.RI+ NOTE:DEVELOPER AND/OR CONTRACTOR SHALL Y THE DESIGN DOCUMENTS FOR THEE START TO ,U .- - Q •M- N J THE SOILS ENGINEER THEY SHALL ESE RENEWED BY THE SOILS ENGINEER PRIOR t0 THE START OF .. N .' O GD lu EIGN TIQN BDEDGE Oy MXDIFBENRLL TIE BEAM / WING WALL 19 EDGE CFNTER AILOWA•FSpL EETIIEMEM IFAPPLICAYE T .I I R I. POST PER PLAN � 6" -B CATEGORY LIFT uFT II& I MISSUI1E (CoHRRBUNSsgy 2 i - � Y. 0.M' 17` TO POOL N65LLE1 I '° IL. .' BATTER 2 1 ,:WATER PROOFING PER -- "S -+ R J T 2. 51MP50N COLUMN BASE k- /OR SOILS ENGINEERS RE 5. xxxx C_ 1 1,GON9TRUGTION JOINT MIN 12. PROJECT NUMBER: 6073q S.OW EU(PANSWNU 9n 1S {' 7mI1EF I II I SIMP50N COL PERUMN PLAN. V! 7 7? .,., PJ(TEND VI9QUEEN BELOW ;a II Ym oa• 7s ° ID" I ' f e .A �I 5 W .•,a PTEDRIM E)vANsxxR 6R 4• e 1 I. ' 2 �' " ISSUED DATE Ob/OS/04 tomes a 5. IS MIN."V"BAR BENT ID' 12' f I S 5 THRV STARRUP OF COLUMN BASE. 1 I TR11� `�2. N4 x •18"OC(VERTU III Ym aTr u• �� _j 4. (2)N4 EM PER PLAN '� - IM OPTi ION�L. ID PLOT DATE 12/15/04 4n, {, -v S. 114 REBAR OR IMs'DIA.STRAND HIGH WAN®DM - - y LL -. P I, 5"DIA.CONCRETE FILLED PIPE z °i '. ?. PLATE a ANCHOR BOLTS MERE 1µ•I8"O.G. PER PLAN. DRAWN BY: K.P. 2.CONCRETE STRENGTH IS TO BE MINIMUM f O.7500 AT 7•DAYS,5'MAX.SLUMP.TYPE 11 OR V 'S Y I i Il1 BUMPER GUARD. < OCCURS. d 5 (HORIZJ CEMENT.WATER CEMENT RATIO(W/C)•050 MAXI 1If MAXIMItI AGGREGATE SIZE,DESIGN BASED ON • „i JOINT AS ° 1 0 b °S I - PISTE' REVISION BY: PO.2500 psi.CONCRETE SHALL COMPLY WITH GBC 7001 TABLE 5-A-4 WHEN CONCRETE EXPOSED TO C074PAGTm ! �� � ° iN 2. COPIGRETE FOOTING. � . PAD FOOTING PER PLAN THIS DETAIL 19 FOR DROPF. SULFATE CONTAINIWa 90LUTIONB M ACCORDANCE WITH$OILS REPORT RECOFHENDATION SEE 2 : / OVER 6"a 50'MAX. NNAJ. qpp(�)N w '.CONCRETE NTAINING NT NOTES FOR MORE DANCE TION'6. CENTER)Y PENETRATION PILL 2 1 2• J S, ME OR DER ARCHITECT. '- _ eT TOP OF CONCRETE WHERE 'E �/� 3.TENDON ANCHORS SHALL BE AS MANUFACTURED BY PRECISION SCREW PRODUCTS CD INC. 1 _N 9" LR - S a. • �/ SEE DETAIL NA FOR LEGEND a SHEET NO.: APPROVED BY ICBA.M651 OR VI GORE.APPROVED BY ICB.O.•3020 OR OTHER EQUAL. 1RPwH PERP 16LILA TO FOOTING 1rE':; SEE PL 1E: O F MI INFORMATION NOT SHOWN. 4.SEE ARCHITECTURAL(OR MANUFACTURERS)DRAWING,$FOR MASONRY OR PRECAST FIREPLACE -T ;7 ----� PT_20 7T-1 4 -_ " " .OR MISSING"CB",SEE DETAIL 24-PR-I PT-7 PT FOUNDATION DETA S,IF NOT WOYNONP03 UNSONPLANE. TYPICAL TRENCH @ FOOTINGS 1271 PIPE COLUMN 120, COLUMN 5A5E 114 , TYP. (SLAB) OFFSET DETAIL 17 3'-0 5YMBOLS LEGEND ---- I --------- ---------------`— ------ -- ---- ---- ----. i0 g al �- +R I------------- --— (V DROP IN SLABERIFY PRIOR TO CONSTRUCTION) 1WIMS I I 1 --,�i v I I \ - --- I� I •-•--- REBAR e �,.-, i--•. \ GL6. { IA L------ �1���� >_ •y)1 ,tr i 1 �I nglneef1so ------ - ----- �jh APiTRYr I I I / -------- ® PADraMBER r------------ --r--- ---- ° ------- --- --___-_ 1 / \ 4400 Campus Drive I I l 8_I•. M:-. i rz�n { -- --- J \i ® DETAIL ET NUMBER Newport 9266(1� PAD 5GHEDULE Newport Beach I l I I tel 949-7521612 1� �I I I 1 —.___—.—.—.—.�. .—._---.—_._.-----_ 1_ 2'-0.50.X 1]'DEEP PAD HI(2)•4 EYL t L a .. I I I d 1 _- --- - fax 949.7525321 2'-6.50.X 12'DEEP PAD lW M s4 EX g a 1 I Palm Springs ALL INFORMATION FROM 2'-0'SA.X 18'DEEP PAD H/(2)w EJN. tel 760.323.S090 I I BASIC PLAN APPLIES TO 1 t._....; I ; PARTIAL FOUNDATION PLAN OPTIONAL PLANS OINO) I -_. _ 2-6 50.x ID DEEP PAD W/(3)04 EX. �NT.�;`� \ - HUAN NGUYEN,RE R I I .r.- � SCALE I/4" I'-O" 4 bµ� L_-__- - __ ____-- -------___--- r -- ------__-_-- _-• —� _-- OPTION SAY-WINDOW V-0 50.X IW DEEP PAD W/(5)e4 EX. I V-6.50.X 18•DEEP PAD H/(4)04 EX QQpOEESSio - I 1 �� rN Nc( �! I ALL INFORMATION FROM tJ FF 2 q+ZpF MI`�/ 1 BASIC PLAN APPLIES To n 4'-O.50.x t8•DEEP PAD W/(a)s4 EYL Z e --- r$, ,VsINoow I PARTIAL FOUNDATION PLAN OPTIONAL PLAN NJVO) W z a' 4'-6'50.X IW DEEP PAD H/(5)04 EX. SCALE : 1/4" = r-0" D •l r 1! I OPTION EN rvtL I J FOUNDATION NOTES FOfCAUF00.�' IA I. REFER TO SECTION HD OF 514-1 SHEET FOR ALL FOUNDATION NOTCS. NOV Ia; .w-2�+rrvy w,L�w�,''Y�,L 2. REFER TO DETAIL INSTALLATION OF OLVO - -I,IT/5D-I AND I6/50-I FOR REVISIONS . I '°'' """ I ❑ E 3 13 p �/ �\ S. REFER TO TABLE BELOH FOR ANCHOR BOLT SIZES AND SPAUN6. IT I ( 1 ._..__.____.__._-._-.__._ NO. DATE D6CRIPf10N I o r G _ SHEAR ICA4104 CLIENT REV. - � - -- - --- I r ------------------- -------- ---------------- 1 1 pKF. L Yi� i Ty SSPPACI �T IIAOI04 CLIENT REV. l I q Ei" ��G;, OM 1- 1-------------J -{ J A D)WO x 12'•49•04.'yl��I °�`yr r&�I V �1'�t SSEL� iI i.d : ' 1v I I Q WO 12'a s]'OL. W-l" CL5. . 1 dl'-i"GLG. i ® WO x 12'0 12'OZ. ® ALL INFORMATION FROM 5AV O x 12'•✓!'O.G. F BA51G PLAN APPLIES TO -i_- f Qfl'T. © 5/8 roxa=a**Of RESTRICTIVE NOTICE PARTIAL OUNDATION PLAN �T,oNAL PLANSN�J PLAN 10 SCALE : 1/4" = r-0" I I , W 3x6 oil l D®aPLG IxuwexxsSallo ii / sl�Cncwrtoraeas nrE tarauevs be SWO x 12'•12'O.G. CONXXTMCA" I - I Idea WBx6 sill elOaH4toN9toWN6 I I I uo�No°.Mrorn�IxwwlNra _T...................... F 5)VO x 12.O O'O.O. s - kies W BX6 slll srux oun,wi au�T grp�Tret vvlrtrourwlunet ooraarr or -r...J IA wwaevdrsaac mrau„Nc GL mFruwrcamt Ara Nc , -� ` �aerol�s�s'ar --- - - ---------- -------,- r�-3 --- 16'-o u I TYP ?'_i GL6. II E,A 1 Fr - 4A 1 I ICU J-j L------ L`�'�- III -- --- - -= ,------ qr------------ .aNTRY"L ° r- �.-"r r-------- --- -- -ti*�N R`� ----- ° r ---- -- ------'^'T 1 I � 1 I �, wl i p IL { �'''t .; H. 1 _ aAI i W z Dr L -- EN;•fit H. Nrc 1Ac�3E N "� .� J.. Ulf --f. -- --I sA z -1�o EEis IiI r-�-- `I I-;:-� �'7�i- .- I•S - - - 1 i-, -�III l aJzFU--Q-zv �W _ l A5fu`- 7 1 r 4 QzJI oW W --------- W _J L - .- + dZ 0! 0 - -------- mW p a . .- --- - --- .____ 1 IA N APea71'9D O +--------- -I j i --- -F-- ----- -----' ll I) - �I II IA SCOTTFAZEKAS w ASSOCIATES,INC FOR PER6il i SVANCE L------------L jl .L---- !i- BY .DATE These plans have been reviewsd for adherence to the PROJECT Numil l: 60'73q ❑ ❑ applicable codes and ordnance. AuthoVatl on is hereby granted to Dss,�e a bulltling permlt pending ISSUED DATE 06/08/04 aPPrpval by all applicable.City Agencies. µDDT DATE 11/10/04 1 to - The Issuance'or granting of a permit based on DIIAWN6: a.n 1 approval of these plans shall not be construed to. ALL R,pORMATi6 pftom - permit or approve any viot&iion a, the applicable REV670N 6T; PARTIAL FOUNDATION PLAN �ONALFLeM`IgrO FOUNDATION PLAN codes or ordinance. No permit presumed to give OPTIONAL f•LIMIS MN.OJ codes h to valets or cancel the provisions of,such codes shall be valid. SHEET NO-- SCALE li4• r-o• PLAN 15 scALE = li4• . r-o° PLAN I ( FOR E.1.<20 ONLY ) = S- I . I SPECIAL FIELD CON4TRICTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITSCTUrRAL DRAWINGS.&OUVIS - ENGINEERING CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE S S MBO S LEV D DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE _ SO 3,-0,rQ 4 3,-0. ARCHITECTURAL DRAWINGS AND WITH FIELD GONDITION5.CONTRACTOR SHALL VERIFY THE p Ig / 3 0 /�_. -. ___ _.__ --__��\ FOOTING (I LOCATION AND SIZES OF All ANCHOR BOLTS,HOLPOWI6,EMBEDDED STRAPS AND FRAMING- --'----------------- _ MATERIAS.CONTRACTOR SHALL VERIFY CONPI6URATION AND LOCATION OF ALL - - /_ ---- ARGHITEG7IJRAL FEANRE5,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,5LOPE5,SHELVES, I -R DROP IN SLAB(VERIFY PRIOR TO GON5TRUCTIONI PATIOS,PORCHES,AND STOOPS. -" � --�-_!� 'I I- --------------- --- -------- 2.CONTRACTOR SHALL VERIFY TENDON LEN&TH5 AND STRESSING TAIL LENSTHS PRIOR TO I - _ _ ..__._._ -.-.-. FABRIGATINI6 GABLES.DOLOR CODING OF GABLCS IS ONLY TO ASSIST TENDON PLACEMENT, { L------,�;;---=-:'-- ` D� I - REBAR C AND MAY BE REVISED AT THE CONTRACTORS OPTIOK ANY DISCREPANCIES IN BUT NOT I i1`J '`-'II 'I' j -__. -_-__I 1` I i W'-1" GL6. I I / W�`� LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION I !I -.I -.1 III / ., /- \ 1 ( \� . \ ! I T _.-.�_.-.-. P® PAD NUMBER englineerin VE516NATION SHALL BE BROl16HT TO THE ATTENTION OF BQUVIS ENGINEERING PRIOR TO I _ J I. __. y -- ------ 1;- ^r-� 1 -"^� ME RV FABRICATION PANT R'T" r •--� - -- I - I '�-- •-- j� S.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON I - g I g ---. _- I ! I IO" �'/ \ X DETAIL NUMBER 4400 Campus Drive THE PLANS AT GONTRAGTORS OPTION.FOR AW44ORASE OF ENDS AND GENERAL TENDON I L I - I /: \ e DETAIL SHEET NUMBER SUPPORT LAYOUT,SEE DETAIL(4)PT-U.(5/PT-U. ADD \ Newport Beach 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN I I - I - �a„a , ��, { 1 (2)-.4 TIDP If1 _ CA 92660 SHOWN OTHERWISE. ( 80TT 5.DIMIEN910NS ARE NOTWRNISHED TO 91MP90N HDL17ow+s.IT 15 THE RESPONSIBILITY OF I I - - I _ a.•'w✓ C� � I , 2)-»4 OM TOTAL,(.,sans I P?�D SCHEDULE THE TRACTOR0ONTRACTOR'sL SUPERINTENDENT,THE IN THIS CONTRACTOR AND THE TO DETTE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION REFER TO IDETALS I SE D I�'*L✓L.C'M «r,. r f I °�`'+� I 2'-0'S0.X 16'THICK PAD W/(2).a E W.BOTT. Newport Beach FOR PROPER INSTALLATION. I - I I I I j,.7en) C.''C/{�11: ° 6.PROVIDER x 24'DOWEL b 24"O.G.AND 12'FROM CORNERS AT ALL CONCRETE { ! 1 ' I I { - 1 i i c 1: tel 949.752.1612 STOOP-PORCHES,PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF I D Y�I' _ , - - -+----'-1 r2 2'-b°SO.X IS'THICK PAD W/(3)a4 E.W.BOTT. //�� I - -- _.__._._� _ fax 949.752 5321 POST_ 5LAS UNLESS NOTED OTHERWISE. - -- ---- I V T.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT 13E USED. I I I I { S.REQUIREMENTS FOR PRE-5ATURATION OF 511BEUiP.DE SOILS AND DAYLIGHT SETBACK OF { U I U I { P3 5'-0'90.X 16'THICK PAD W/(4)•5 EA BOTT. EXTERIOR FOOTINS FROM ANY DESGENDINS SLOPE SHALL COMPLY WITH SOIL REPORT I ! I I ^ /� palm Springs q.ROOFiFLAOR FRAMIN6.AND/OR HEAVY CONSTRUCTION LOAD''ARE STRICTLY I - 11___I I I I PARTIAL ALL INFORMATION PROM P4 V-6'50.X 16'THICK PAD W/(4)"EA BOTT. tel 760.azs.So90 PROHIBITED TO BE IMP05ED ON 5LAB5 PRIOR TO STRESSINS.BBGIN WALL FRAMING 9 I I I - ri A51G PLAN APPL ES TO DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 P51 STREN6NT. I "-' I - { - P.T. POUND)4T I ON PL/4N B I OPTIONAL PLANS(1J.TL0.1 F9 4'-0'50.X 16"THICK PAD W/(5)e5 EA BOTT. IO SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE -� \ HUAN NGUYEN,P.E. PLACEMENT AND STP-551N6 OF POST TENSION TENDONS. I PER .�._. ENT *„' I --- - --- -- -y-1----- - - IL-, - - SCALE : i/4. 11.FINI5H CRAVE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCT® 1V _ I /'`WH• I OPTION BAY-WINDOW 4'-6'SQ.X I6'THICK PAD YV/(5)RS EYL BOTT. SUCH THAT RAIN PLAID IRW.GATION WATER 19 OR W-O AWAY FROM THE SLAB- V����• 12.ALL SITE AND PAD PREPARATION,SUCH AS BUT LIMITED TO ERADIN6 COMPACTION OF Y I : q • •.+�E. /� J� tRONES$l0 THE FILL,PRE-SATURATION,AMC'CONCRETE SLAB BASE PREPARATION SHALL BE I __ _ __{ °i� �+' I iJ Pl'\RT I AL ALL IMFOIa4AT,ON FRO►4 Pr 5'-0'S0.X I6"THICK PAD W/(5)e5 E.W.BOTT. H,R PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND I ------ _j - BASIC PLAN APPLIES TO INCLUDED IN THE SOILS REPORT. I I I P.T. FOUND?�TI ON PLJ4N WW°rN NCG``��FZ 15.A MINIMUM OF THREE(5)CYLINDER5/SLAB SHALL BE TAKEN TO DETERMINE CANGRE7E F A` 0/ OPTIONAL PLANS NxDJ F 2 c {' V-6"5Q.X ID'THICK PAD WU(6)M5 EA BOTT. 9TRtENfiTH. -'"`� � WI.WCiN 1 SCALE I/4" = I'-0" 3 S ---- - I I OPTION DEN ,► p. g/ I.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BINDLES PER THE DIMENSIONS ON - - - Y I 12 SPACES AT 3-8"2 O.G. = x 3 /4° POST TENSION NOTES ma's E P I' II !ram ss m 1 .4 I =g 5 b" X50. =g 4. 4 ,. _ 7l CIVIL a� THE STRAND PLAN.MOTE BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE IS I I / I 4x 4' Of CAL1F0 T I { L. II l NO TEN51ON ON THE TENDONS UNTIL AFTER THE GONG1 19 POURED). I \ I .-__--____-__--____--_-__._------_-__-� ..._--.._. ORA-YEL SRN-YEL SRN-PNK ERN-YEL SRN-PNK 2.MARK LOCATION OF INDIVIDUAL ANGNORA6155 ON EACH SIDE OF BUNDLE CENTERLINE % I':� 7 x45'a -5 1 I. SEE SHEET Pr-I FOR 5TRUCMAAL DE516N NOTES AND TECHNICAL PER'DETAIL(4/PT-1)AND DRILL A 3/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED I �.- �•�rv..J °r'� ""' L_ J 1 WHT-FNK. PARAMETER5.SEE P05T TEN510H DESIGN PLANS FOR SPECIAL OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN I r j 1 �' GONSTFtUGTION NOTES,TENDON AND ANCHORAGE INSTALLATION PLACE Y ALL THE STRANDS IN ONE DIRECTION,THEN LAY All THE STRANDr IN THE OTHER 9 4_ _, - ❑ --------------------- ❑ 4'-6" /�� �� PREPARATON NOTES,TENDON STRE55IN5 PROCEDURE NOTES, REVISIONS +i°..«.s+I �✓ I ! ..�,•. g 9 / \ �TRE=f 1t�J6HOLES SE UAL N6 NOTES. s,TENDON STRL'9S N6 DIRECTION REFERRING TO THE PLAN SELECT INDIVIDUAL COLOR-LOVED COILS OF STRAND �'°'•' _ - I I NO DATE DESCRIPTION AND UNROLL THEM IN PLACE.SE&INNIN&AT THE DEAD-END,IF TIERS 15 ONE.AT LEAST 16" l OF STRAND MST PASS THE BULKHEAD AT EACH STRESSING END. ..... ..........�......... ......... ,... ... CLIENT REV. -.,,,., _ 2. VERIFY WITH ARGHITEGTURAL(AND STRUCTURAL IF BY OTHC-RS) 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS.._-..I I .... ;....... _ _-___- p -_ _ -- _ _ --- DESIGN 1DRAWIN65 FOR ALL DIMENSIONS SN1ohN ON 10/14/04 I._ .. _._.- _.. .__._.__._ .. _ ... __-.--_ hz .� .\T�r-+ 1: POST-TENSIONED FOUNDATION PLANS AND REFER TO rJ i --,.. TIGHT TO THE BULKHEAD.I6d's RIND SHANK RECOMMENDED. I i - •: CLIENT REV- " _ I __-_�__ 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 11/2"FROM BULKHEAD SUPPORT SO I I ! ") A =g W `I ARLHITEGTURAL(AND STRUCTURAL IF BY OTHERS)DRAWINGS FOR THAT THE DENTIN-REINS OF THE ANGMORAGE9 15 APPROXIMATELY 3 1/2'BELOW TOP OP - +.� ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED L-------------J ) FOUDATION PLANS. SLAB. '°""J I: i uno/oa b.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY 6"INSIDE THE BULKHEAD. { :...... � ��. .g:yam,-, I TH B. NTH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANGNOK AND I•••••••••••7.......................................................w.........•••••• („�, COCCI-•.•• ,.f{il••••••:•.:.f""t •• 1 ,,,.,. f••••:•.••••••.•.l-: /p DRNVI W NS FOR ANCHOR BOLT,HOLDONN CALLOUT INFORMATION AND THROUGH THE BlLKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED I q'»'I P DLL. "' �F+j:,.,/°�✓y.�'�j:' I SHEAR WALL LOCATIONS. T STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTR ICTIONS. :{ : 0'-I" GLta. { 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND 5PAIN6. PLACE SUPPORTS AT GABLE INTERSECTIONS AMC'TIE THE STRANDS T06ETHER. {__ S. I /PT I AND ID/PT I FOR 6.GN1EC•K STRANDS FOR TEAR5 IN PLASTIC WRAPPINIB AND RFJVRAP.ALL TEARS IN +_j _I 1 : { II b'-O' . REFER TO DETAILS IS/PT-I,ISb/PT-, , - - WRAPPIN6 12-OR LONGER SHALL BE REPAIRED. l•I"'fiT•--I:.••.•.•••••••:•.•••••••••••:•••••••••••••«••:••••.•..::.••:••••••._.i.............:........... ... ......... ......... ....... INSTALLATION OF HOLDO 9.TENDON PLASTID WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE _ r I ; UMBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS ALL INFORMATION FROM DURING CONGRE7E PLACEMENT. BASIC,PLAN APPLIES TO FI I { ANCHOR BOLT TENDON 9TRES91N6 PREPARATION HOTE9 PARTIAL P.T. FOUND?�TION PLAN OPTIONAL PLANS N.NAJ I I IK;JPT. �► ,.,.� SPACING RE5TRICTiVE NJO7ICE I.REMOVE POCACET FORMER. ----- :1I I i TT6E POCK OMwNCE.AID 2.CHECK IrSIDE EACH IF HOLE,MAKING SURE,THAT F_XP05ED PORTION OF SCALE I/4" = I`-0" .... ........... ........................;............ .. .. ..... ......... ......... ..........;. ® 5/G'0 x IT 0 46'O.G. sNECNtATaKM ARE THE IXQVSNE ANCHORAGE 19 CLEAR.IF A FILM OF DEMENT PASTE HAS INTRUDED,REMOVE IT WITH A PLAN I G (GATEC ORY I) �-� ••I:. I SCRAPER OR SCREWDRIVER. __ g'TNIGrK SLAB I © 5/rO x 12'b B2'O.G. - NldtrNTION 9DYME 5.INSERT A PAIR OF&RIPPERS BY NAND INTO EACH ANCHORAGE. ;I 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT © - AID TIEg pRAWNrs DIMEI•SION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS 5/6'O x 12•b 12"O.G. uNeeaor®,TR,vara®.oR ----T 2 x55'e '4 I/8' Ix49'e -3 4" L............n ...........i.............�.............i.. . ..... .....;.... ......... ..t . rRo Tr�r ORA-BLU SRN-BLU :.\\ i +s •I i ♦ 'I iTRl1C1U16 esxar RULE ARE RECOMMENDED. (T 1 TENDON STRESSING PRCCEIXIRE NOTES C ® 5 I.TYE STRE551N6 OPERATION MUST BE UNDER THE IMMEDIATE GONTROI.OF A PERSON :1 I r /6 A x IZ b G O.G. WIIIIOI1f wRITTBM COMaEM OF ECONTROL OP IN OPERATIONS.THIS TYPE OF HF_rrrlME MUST EXERCISE CL05E GHEGK AND R161D / �^cSAs LroPrRRart ramsex�rw 1 v`i Y -I ) �: I:s _ !r- G ! \I I ® �5%xn Ih614erlleGl� co ns GROUP C081ATRJG 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS. ';G GORED UDEa JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT nE �..=_.__T = AURr+rsRae v® CONCRETE IN THE MEMBER HAS ATTAINED TIE STRENFiTH GALLED FOR ON THE 57RUGTUR/4L--_ _ _______ _______________-___-...__._-.__.__.__.__._-__.__.____.__._--___..____--__-____-._ _.__.__.___-._..__-__-_-.__.__.________________.__.__.____._,.__-________r____.__._. ____-_..___ Ib-O 11 I q-: :DLL. .We.r✓SX6 bill Q L PTI VRAWIN65 OR 2000 p.1(MIND. 3.ALL PRE5TRE551N6 STEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EQUAL HYDRAULIC JACKS,EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC I I _ _( i _ - ,I j I a Q t»th 5/6'm x 12'•12'04. PRESSURED&AJOES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. 3X6 alll 4.THE POST-TENSIONING OPERATION ALL BE SO CONDUCTED THAT ACCURATE ELONGATION 1--?-� w-.. , \ 1 ....... ......... ........ ....... .. _ 1` ... lY[F { __..__._ ____.__ _ VHDD OF THE PRE5TRES51N6 STEEL CAN BE RECORDED AND COMPARED NTH COMPUTATIONS .I 1 •_� TI i ....... .... \;./.. .:. s.a.�. X L :L. i ;.:.�.. _ T SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER I I r.( II \, _ / "� ' ( r •yl L% �• - :.. 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKINS FORGES AND ELONSATIONS,AND IL=)• 1..__ 11 -- --__-- �- ].,�+_-��• � -� ll •�.. __ _ ; +•• �4- s1�'b b 0G sl SJSMIT REPORTS TO GOUVIS ENGINEERING FOR STRUCTURAL ENGINEER'S APPROVAL ONLY IF PANTRY' -f (R.y 111) STRESSED TENDON ELONISATION EXCEEDS TOLERANCE. I : 0 I 0 --____ ___ L a_{' GCE. .•.•I❑ _______ .-d g L 6U THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF THE I ; .TMA413 x D0.�99.0 kHp♦THE 71'NPON { I ;.L..:.......;. .........- ......... ....... I ........ ..... ......... ......:.. .........L{. E H A N _ ,.TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED,O%OF THE ULTIMATE : TB_ FORGE OF THE TENDON. Sal j� EXTERIOR INTERIOR d i (41a.10=26.9 WPo). I D +-�'O M r-- -- - I - I I ..)-E D I�'` 00 Nf ;,H? I- __ j r i I I CAS, FoanNG EN'10EDFEN'r R�OVERALL z 6.THE STRESSING OPERATIONS PROCEED AS FOLLOWS. A-,/. "l -REMOVE GROMMET5 AT THE STRESSINIG ENDS;CHECK INSIDE EACH GROMMET HOLE TO { - 1, I I { a'_I' GCE'. BELOW COYEST GRADE TNI(.KNE55 O MAKE SURE THAT THE ANGHORA6E5 ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE I I I I "{".........•••••••••••••:......• .. •••• •••••••••• ......••• ••••••••••'F............. ....•••••••I• GATE6'ORY 1(O E.I.< S SO) IY b SHEAR IN I,dl........ 12' IL FROM ANCHORAGE WITH A SCREWDRIVER. - I � U - -INSERT WEDGES,SIDE BY SIDE,BY NAND INTO ANUCHORAfsE. I I. .__ I 1 I .I ...{... ...• I (LOW E>Q'ANLc710NQ YWLLS ONLY ^'� -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM - 4/y {{ - I I { �'-'I" GaG. 1 N b'-o" (MEDIUM E)FANSION) 18' 18' THE EDGE HE THE SLAB. I I U i p i i U U I .1.S O' -STRESS THE STRAND AT BS kIP.. { -SEAT THE AEIDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO I I-- -'s : : (- - 24• 24 F W CATEGORY 11(�1 R E.I.S 90) . C ISH EXPY 11(N<E L3oJ THE RAM. { I I 1 ;.I...........:..................... .... ........ .... ......... ....� .. .. ......... .........�. (IHItSH EXPANSIONQ = Q -REMOVE THE RAM. I, .•. .•9B IN07Er -MEASURE FINAL ELONGATION RECORD ELONGATION. { : : = I - - „P; TI - I 5�SOILS REPORTPICK 501E CATEGORY dR A LOT TO LOT BASIS. q.IF INY.ONSISTENUES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION tl'-'F"C,y LuQ I :I ? I W a AND THE JACK GUA&E READING OGCUe,THE JAf K-GOADS-PUMP UNIT SHALL BE I : Ic' I� . REGALIBRATE.AN AGREEMENT OF WITHIN'M UNDER TO T%OVER SHALL BE SATISFACTORY. AI }^^}f•A, wR,. I W dS,�IrSU'" d (. „�r�T� Kv L dq I I ~ Z 10.TENDONS STRE55ED FROM ONE END ONLY SHALL BE 50 INDIGATm ON THE PLAGINI6 L.c �: I ma ". I i.(�in n` .. ...:..........ct..i.- :.;c_-•�.f?:1-M4 70P : .. ADD 17ft14 TOP : { Z 0 DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I : I ; r;;;q'" Ty p .F MCC-ENT7,2ANT ••• ...RE-ENITRI..NT .......... ..•••••••:........... .•...... ON PLAN NEED TO Be STIRE95ED FROM BOTH ENDS SIMULTANEOUSLY IF IT GALA BE SHOWN _ __________I_ - I I CORNER BARS -J.• 1. CORNER BARS { O W IL THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OFTHE s ATION AT ONE ENO THAN AT THE OPPOSITE END.THEW ONS MAY ON FROM BOTH ENDS M)ST MORE TTTOTAL THE ELONGATION SHOWN ON THE -__.-._.-J 1 ..... i I 4 , .......... w STRESSINIG.1 I • I I . ;.I...........:.............;......... y.r•.rd I l'l' I I. 'I': Z Ill II PLACING ORAWINI�S.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWO-WAY I +". i I SHALL C-ON5IST OP INITIALLY 5TRE551NG VX44 DE916NATED TENDONS TO FORGE OF$000 I - _ -1 Z :I ADD(7)-54 j ,; 41 I' I':�' O Y II.PARTIAL(OR EARLY STIRE551N1G)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN. I , _ -' I I t rU I C L , \ CC�.II. LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND TEEN FOLLOWING UP NTH FINAL r „-• ti� rUUr �-�sTRANT__ / STRESSING. IZ.F1.ON�A 11 SHOWN ARE BASED ON.,O N .N•ff_A911RED ELONGATION T%UNDER TO T% OVER IS ACCEPTABLE.IF MF wqD ALON6A ION EXCEEDS TOLERANCE.CONTACT 60UVI5 '-"•ram.•++!=--- - - _ EN6INEERINIG. I �_ .. �- x ..I.......... a........r •;__! ,_J 4_ _------- --1..__._._t_._. -� OZ IS.TAKE SAFETY PRECAUTIONS AS tEGC-55ARY;DO NOT PERMIT WORKMAN TO STAND I -------------------- -_- j -, BEHIND JACKS WHILE 5TRE55IN6 TENDONS. _-_ .___. , ti I 14 F OO $TRESSINB HOLE-S SEALING NY)TES I I jI !{ ❑ L III,.•.• 8-6 •• _ __ _ __ __ __ __ __ - ._ __ _ .__ _ Ar•_R(?yep N LL V JFq� III } ..................... FOR PE :':T ISdUA •••• H I LACE E0 E-�-� I.TIE REUSABLE PLASTIC GRONMf•'ET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE 1 : : I I•• II - r _ I SCOTT FAZE KAu 3 ASSOCIATES,INC Eti.11- J FILLED AND SEALED WATER TIGHT. -__.-_ -T________-__-____-_-__J Z {_______ " III; _ 2.USIMS,A CUTTINds TORCH,BURN OFF N HOLE.BE CAREFUL NOT TO DIRECT FLAME ON SKIPPERS,USSEE AA LARBE HOT FLAMEK HAND COMPLETE I .! III rc I •! ! r A� - BY V O I i! I _ m i t I I (2) 4 TOP t DATE THE GUT A5 QUICKLY AS POSSIBLE. L--- ----�-_ Ill _ ' L-- ---�-- �H) (2)-N4 BOTTOM These plans have been ravio for adherence to the 9.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL ORYPACK ~ x ............_ .__.__........ ..!'.i TOTAL 4 13 applicable codes and ordinance. Authorization la PR�T�B' 6075-1 1 6LOCKOUT'5 WITHIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS a hereby granted to Issue a building permit pending RIIRPOS.:E.(AN ALTERNATE STIFF MIXTURE OF TWO PART$CEMENT TO ONE PART SAND IS I approval by all applicable City agencies. DATE Ob/OS/04 PLOT DATE 12/15/04 ACGEPTASLEL The Issuance or granting of a permit based on approval of these plansshall not be construed to DRAWN 6Y: K.P. A� I permit or approve any violation aT the applicable TECHNICAL PARAMETERS NOTES I codes or ortllndnce. No permit presumed li give REV610N BY. x DEFORMED MILD REINFORGIN6 GRADE 40(+S•.4)STEEL SHALL CONFORM TO ASTM (Z)M 4 BOTTOM authority}o vlolan or cancel the provisions of Such -STRANDS SHALL(CONFORM TO ASTM A-416 TOTAL(4)BARS PROPERTIES OF,MIRE STRAND 1/Z•DIAMETER BALL A454 TION"`°" POST TENSION FOUND�T I ON PLAN p°des shall valid SHEET NO.: N pu(ULTIMA,FJNCHS 11-70 P�RTI?�L P.T. 20UNDATION PLAN _ _ ��NO �/Ly "�•�' -AREA-SQUARE INCHES.ISS PLAN I (GTL�ORY I) F(ULTIMATE)-POUNDS 4U500. SG14LE : I/4" I'-0" _P.,26300,000( N/.r. 5GALE r 1/4" - 1'-O" -MAXIMUM FORGE(A f pu) (. SSAOOe OVERCAME FRICTION PLAN 1 B (CATEC ORY 1) _ I -MAXIMIN9 ANCHOR FORCE(.,1 P')2D,900M -UNIT FLONUSATION PER FOOT 0D79'(PA POUNDS)(12 1111 AREA E ION SPE *V FIELD DIMENSIONS ARE EXTRA" _ SYMBOLS LEGEND I.FOJNDATION DIMENSIONIS ARE eXTRAOTES CTeo FROM ARCHITECTURAL DRANH6•S.60WI5 EX61WERINS CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE - �., O � S DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION OI•ENSIONS WITH TI$ ZO 3'-0• Q g'-0•d .. -_.__.:. ..___. ARCHITECTURAL DRAWNGS AND WITH FIELD GONPITIGHS.CONTRACTOR SHALL VERIFY THE ....:_ - MJ 3 N O 3 MJ j ----- FOOTING LOCATION AND SIZES OF All ANCHOR BOLTS,HOLOOVN5,EMBEDDED STRAPS AND FRAMING-. - ------------ T---- ---r -_-___ = 4, - MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ------- --------_-Z 1 4% ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRES51ONS,SLOPES,SHELVES, , I - I I I I I - 1/ -- - i i GRN-PNK DROP IN SLAB VERIFY PRIOR TO CONSTRCCTION) PATIOS.PORCC-5',AND STOOPS. I (. I xN---- ---I r-----------I 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO �T T��[� FABRICATING GABLES.COLOR CODINGTRACT GABLES NLONLY IS ASSIST TENDON PLACEMENT, I --- ----- - _---J L- --- 1'-�-=^tea-i-�_ I t yli I I I •-•-•-REBAR V ,/1J -l�`- _....___- AND MAY USE REVISED AT THE CONTRACTORS OPTION ANY DISCREPANCIES IN Buz NOT 1 -iI.I.J �-„�-.--.__-._.__I I I� I I 1 �rng�nee��ng LIMITED TI DIMENSIONS,TENDON COUNTY At•D LENGTHS,DOLOR CODING,AND ELONGATION 1;-• I i DESIGNATION SHALL BE BRd1GHT TO TFE ATTENTION OF 60WISS ENGINEERING PRIOR TO L------ ._.:1 _1 1 ._ - - -� L'^ I I I I I I I =:�:- �:�:Zr ® PAD MR•®ER � 5.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOHw ON -�� 1� "'-- ---- a -- _-_ ,'------ , I('- 1 IB• % - \ ®X DETAIL TRUNtBER 4400 Campus Drive THE PLANS AT CONTRACTOR$OPTION FOR ANCHORAGE OF ENDS AND GENERAL TENDON 1 I l�___ ______ I I I I I I I I - I /: I \ DETAIL SHEET NUMBER p SUPPORT LAYOUT,SEE DETAIL(4/PT-I),(5/PT-I). IACC \ Newport Beach 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT Y•R•EN I 1 t 1 1 I 1 •'�I 7 I : I I(2)-HN4 TOP t 1 CA 92660 5HO/W OTHERWISE. I I C't'-I 5.DIMENSIONS ARE NOT FURNISHED TO SIMPSON HOLDDYN5.IT 15 THE RESPONSIBILITY OF I ( I I I I I I I r✓ - I I I-to aA4(4BO eA°MRs 1 PAD 50HEDULE THE CONTRAGTOR's SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE I „� .+r. 1•••'�B• - I. 2'-0'S0.X 18'THICK PAD V{/(2)a4 EA BOTT. Newport Beach CONl'tTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS I / ... ( I I • ---- -_--- - -J-� - :� R00 l 4 I : I t l 1 6.P PROPER x 24'DOPIEL I I .I I I I I I 1 I I I 1 1"J' 1v1 I: ewpo 6.PROVIDE HB%24'DOVEL•24'OC.AND IZ'FROM CORNERS AT ALL CONCRETE9- I tel 949.752.1612 STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF ( I I W' I I I I i 1�.--• 1 '3 a..._I IrJ I I 1 - --' n 2'-6.50.x la•THICK PAD w/(3)e4 E.w.BOTT. fax 949.752.5321 POST-M,010NS1-All UNLESS NOTED OTHERWISE, I I- 1-f,.I- .`�; JIR 1 1 I ---J L-------_-_J T.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. I I 1" 1 I I -------) L------- - 6.REGUIREMENT5 FOR PRE-5ATUKATION OF 51RGRADE 501LS AND DAYLIGHT SETBACK OF 17 V-O"50.X 15'THICK PAD W/(4)a5 E.K BOTT. IS FOOTINGS FROM ANY DE5CEWINr SLOPE SHALL COMPLY WITH 501L REPORT I t 1 U ------� r------------T r----------� Palm$pf9rtgsRECOMMENDATIONS. I I I I I 19.ROOF/PLOOR FRAMING AND/OR HEAVY CONSTRICTION LOADS ARE STRICTLY _ __ I I5'-b'SQ.X I8'THICC PAD W/(4)a5 EYL BOTT. raI 760.323.5090L_---------_ J L__-- -� ____ ---------J L----------J PARTIAL aIinRMATIONFROMPRO/IBITED TO BE IMPOSED ON SLABS PRIOR TO STRC-561N6.BEGIN WALL FRAMING 5 I t I 1BASIC PLAN APPLIES TODAYS AFTER GONHGRETE PO1R,IF CYLINDER BREAKS INDICATE MIN.2000 PSI STRCNGHT. - ,".,` ---� -_---__--- I I L, OPTIONAL PLATRS NNO) A 4'-0'SQ.X 18'THICK PPD W/(S)s5 EYl B01T.10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE r----------- -� r---- -- ,T, 1 1-- 1 I - t I �\ ,r P.T. FOUNDATION PLAN HUAN NGUYEN,PEBODEMENT AND 51RE551N6 OF POST TENSION TENDONS. 1 I )= -" /� I _II.FIN15H GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRICTED ' I rN i I I S I _ 1__L_ _ -_-___-____ __i__.1L1 --.--... --.---✓-- L--1.--t_ _ SCALE 1/4 = 1-O p• ' t11 J 4-6'50.X 16'THICK PAD W/(5)=5 EYL BOTT. •lYTHATRAINANDI6ATtONWATER15ORAINEDAWAYFROMTESLABOPTION BAY-WINDOW 12.ALL 517E AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING COMPACTION OFfTHEFILL,PRE-5ATURATION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE I I "�. 1' { W .. I PARTIAL ALL INFORMATION FROM n 5'-0'50.X 18'THICK PAD W/(5)-5 E.VL GOTT.PERFORMED IN ACCORDANCE WITH TE$OILS ENGINEERS REC O MEN DATIONS AND i __ .. BASIC PLAN APPLIES TOINCLUDED IN TIRE SOILS REPORT. 1 I �� / II 1P.T. FOUNDATION PLAN PLANIs NNo,B ' '50.X 18'THICK PAD W/(6)a5 EUN GOTT,I5.A MINIMUM OF THREE(S)GYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETED STRENGTH. , II / A.r rvlN,owI I I SCALEr 1/4"TENDON ANDANCHORAfE INSTALLATION NOTE$ I . . ,-. ,,, OPTION DEN 12 SPACES AT 3'-b"t O.G. P05T TEN51ON NOTES I.BULKNEAD BY LOCATING THE CENTER OF THE STRAND EUND'ES PER THE DIMENSIONS ON , `- I t I''NO 7ENL9T ON TtffRAND PLAN.�iBNDOH9 uN7iBULKHELD DOES NOT HAVE TO AFTER THE CONCRETE B5 POUREp).BRAcrO LATERALLY.7NERE 15 ', -� r� _______._._._--___..__.._1 I1 : 4x5�4'A_ 1 I H' 2 x48 _ x O' =3 3 4" 4 _ - 'rCIVTHE -- -f{}--{� I _2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE GEN782LINE 1 1 ` 7 fi+'a/ SK T-T t N-YEL x43'4 -5 I% K 6RN�YELOFCAPER DETAIL(4/PT-U AND DRILL A 5/4•DIAMETER HOLE IN BULKHEAD UNLESS NOTED L_ y..-... �r/. J I WHT-PNK PARAMETERS.SEE ES,T TENSION DESIGN BANS IFORNS SPECIAL-- I. SEE SHEET PT-I FOR 5TT TEN51ON DESIGN NOTES AND TEc+ISPECIAL OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN -- ----��-�- -! - GONSTRUGTION NOTES,TENDON AND ANCHORAGE INSTALLATION PLACE. _- -------------------- ^ NOTES,CONCRETE PLACEMENT NOTES,TENDON 5TRE551Ne 5.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER � _ a's �\ PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, REVISIONS DIRECTION REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND ' I _ ❑ ❑ ••• '•� STRESSING HOLES SEALING NOTES. NO DATE DFSCRIPIION AND UNROLL THEM IN PLACE.BE6INNIN6 AT THE DEAD-END,IF THERE IS ONE.AT LEAST 18' 2. VERIFY WITH ARGHI7EG7URPL(AND STRCTURAL IF BY OTTERS) OF STRAND MUST PA55 THE BULKHEAD AT EACH STRESSING END. I ....................{.....:............. .. ......... Fy...i .•gypp,, •.•. ............•I.....•.•..• •I •..•...•••• . I 10/14/04 CLIENT REV. 4.PLACE ANIGNOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WI7N 2 NAILS_. _ .--._..__:._-_-. I -------r��-- -- DESIGN-- DRAWINGS FOR ALL DIMENSIONS S YhN ON TIGHT TO THE BULKHEAD.Ibd's RIND SHANK REC,OMINMENDED. I 1 - - ;1- ;/'� 1-Ty� r�-- -1 T-TEWIONED FOUNDATION PLANS AND REFER TO IIAOI04 CLIENT REV. """i 'R I «" I I I ALL REMAINING DIMENSION NOT 51/01hN ON POSF BY TS)DRN65 FOR 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 1/2•FROM BULKHEAD SUPPORT SO I I I i }P7' ,- j, THAT THE CENTERLINE OF THE ANCHORAGES I5 APPROXIMATELY 5 1/2'BELOW TOP OF - -! SLAB. L-------------J -) L Gv,� I 1 I I `� 1 1 I FOUNDATION PLANS. 6.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY 6'INSIDE THE BULKHEAD. - "�' I y✓� 5. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) ...............: ..................:........4.. �'ry pi' 1. .... S;�g fi•'.....:... ....... DO N107 REMOVE GREASE.ELIDE END OF STRAND THROUGH THE NONE IN THE ANIGNOR AND .,...:.•. ••• .:.I...,.. I t/1" �.'1$ Mi"IId4*w'�'i �': Dit,"NS FOR ANCHOR T,HOLDOHN GALLOUT INFORMATION AND THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED - 1 I I I IP !' J. .. }•'•I�_ I SHEAR WALL LOCATIONS. 12'. T.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. 1 : 12'�i I/2" :1 1 •1I1 1 I - C Lis IO_•}1/j. 1 4. REFER TO TABLE BELOW FOR ANCHOR BOLT 51ZE5 AND SPACING. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. - 6.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REVRAP.ALL TEARS IN :_1 I 1 1 1 I 1 - 1: II 8'-0• 5. REFER TO DETAILS IS/PT-I,Ib/PT-1,I-f/PT-I AND S/PT-I FOR VRAPPIN6 12'OR LONGER SHALL BE REPAIRED. INSTALLATION OF HOEDOWNS. 9.TENDON PLA5TIC WRAPPING SHALL Be CONTINUOUS OVER ENTIRE LENGTH TO BE t.F..'I(�'T•:•'I�••••.... ....-.:...••••f•l••I••.•...:.•...••••••••••••••••••••••}•••I..•1•••••..••..•.•.•._TILL. ... ..:.�..I.............•.............. ....I:� UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR L055 OF COATING MATERIALS ALL INFORMATION FROM •�4'-'J �� 2 i I I I I I I DURING CONCRETE PLACEMENT. BASIC PLAN APPLIES TO I I; I I I I I I I I •� AW-40R BOLT TENDON STRE551N6 PREPARATION NOTES PARTIAL P.T. FOUNI7ATI ON PLAN OPTIONAL PLANTS(U110� I I �T' 1 I I 1 t 1 _ 1 PTr^"PE SPA-INS R13TRICTIVE NOTICE I.REMOVE POCKET FORMER. ;I I :- 1 I : : : 1 1 1 1 : : 1 THM DRA Av 2.CHECK INSIDE EPCH POCKET HOLE,MAKING SURE.THAT EXPOSED PORTION OF PLAN IC (GATEC ORY 11, I 1 I) WALE vox = Ir�x .�. . .................•. _ -. .. .... Ty S/8•m x IY'm 46'OG. SIEQN'W OFF iUvIs IXCLl15TJE ANCHORAGE 15 CLEAR.IF A FILM OF DEMENT PASTE HAS INTRUDED,BEHOVE IT WITH A ~-L-� •� •••••••• / a0N6ltt OFGIXfx6BIaHG SGRAPER OR SCREWDRIVER. / }�. '• --- INfoaHAIIGN SHOWN 5.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. © S romx12 �Broc. 4.RUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE 5LAS,OR AT A CONSTANT I I I :I I 5•TFBGK SLAB I I - I I - I coraloenlALTO ALL aEO+B+rs DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS FOSS TENSION owRmrl®.TTwaraleo,oa RULE ARE RECOMMENDED. .r_T._�_..__ _1_t 1 1 © S/6"0 x 12'•12'OC. TENDON sT1RE551NG PROCEDURE MOTES 7x5S'A =4 I/D" Ix49'A =3 3/4° _ •_.•:...•... .............. I•�•� •.�:: \..... ..•..... _...1.........:.. ............ ..... ......... 1 sroro x Ir s e•oL. wm'ia>rw�ilma+e!aeTa'a ;... I.THE STRES.fiING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON GRN-BLU I �� f/yi+,L�C- y -1 ( ; Garva Bx:IN®ta+d cWauUNG I :I I I I CE %I I I: 1 Bro'o x 12 •16•oz. �" EXPERIENCED IN THIS TYPE OF WORKI HE/SHE MLST EXERCISE GLOBE CHECK AND RIGID C- I L I N' � /� N/3X III n eentoct W CONTROL OF ALL OPERATIONS. I I : LI'll' I! .-3 I q-1 ;CL I 1 _ A carwrv1 cowaxaRcrxmrarsiawc ' - I 2.THE STRESSING OPERATION SHALL NOT G0NINENIGe UNTIL CONCRETE TEST CYLINDERS. I I'^•r 1 CONSULTINGC,fllo 110H ! CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT 7}E T �,S .. ......... ........ ......... ......... ; P . ..._..._. ..-___-._--_ _--_.--__-_.-------'----"-_-_-'- ------ '- -----" T"-' ---- ----------- Ib'-O II :I ...._ .. .-.•';CJC 'I Q5X6 t2'O W. CONCRETE IN THE MEMBER HAS ATTAINED THE 9TRENH6TH GALLED FOR ON THE STRIGTURAi'......__ T____.._.__._.__._..__�. _-_______ _____-__ �... I. ,.. .;.. DIR,AH'IIMGS OR 200o pal(MIND. 7 r T ---I--- !��T - L::•q ,,.LcS. 5.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF D51,OR OTHER DG UA.L I I I I 1. 1 1 ; 1., :, t ••• 1 1 I ( , , •- I`:. Ux1 p« ) A HYDR.WLIG JACKS,EOUIPPED WITH ACCURATE READING,CAL16RATEP HYDRIWLIG W/Bxb 2'•12 or,. PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. ; -_ I ,• 4.THE POST-TENSIONING OPERATION WILL BE 90 GONDUGTED THAT ACC{RATE ELONGATION 1 L--;�'-:-'t' ;rI __- I I 1 I I L�-�Fr, t "F' '�O' . OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED NTH COMPUTATIONS I I�.• -) I i I I -.� I r ` \ I/ - .. -..(.. ..{. ....... ......_. ....... ... r,. `i ... x l SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. I ` . ,• •••. .••I /�•. ••I"'I•••••� 1'y:••• •��•• {>'{• _ G L_ L_L� ------ - �-- ----- - •-= L._�f : L_ D � - LI - --'Y-- -----� L-' --- - L._�- sro'o x lr m e oc. :.. S.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND -- - _ -- -- --- _ _ {- _ _ W n✓BXb N j S IT REPORT5 TO 0OW15 EN6INEERIN6 FOR 5TRUCTURAL.ENGINEERS APPROVAL ONLY IF y- --{-�- p STRESSED TENDON�oNG,hTION EXCEEDS TOLERANCE. Flir --T----^-- , f-- --- 1 U -- --- r---; - ;"1 I f'�" b.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 80%OF THE :I 1+" - _ I 1 1I dtULTIMATE FORGE OP THE TENDON(41.5%eo.55.0 klpD). - ...........;....... - {......... ..;_,...I ..:.: .. ...... .......... •.•...,.. ... ... ....:....L....................:...........t•:. TABLE 11/�N :. .. . l'� nTENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 90%OF THE ULTIMATEFORLE OF THE TENDON. 1 1 1 1 1 1 1 t I EXTERIOR INTERIOR Q (41.5 x.TO•28.9 kips). �q}•�y �yp, wy •a�'•r••� �y - 501E D.THE STRESSING OPERATIONS PROCEED AS r-oLLOWs, 1 F-i Lx L.r! :✓M✓t• �. .�-I.._I, 1 1 1 1 1 Ll.x+ 4.'�M ,�.,, 1-1--I-1 I I I I I CATIESORYFoorlrl6 EMBEVt ENT RIB aveZALl z -REMOVE GROMMETS AT THE STRESSING ENDS;CHECK INSIDE EACH GROMMET HOLE TO I t I I 1 I I 1GL '. I 1 1 1 ; 1 I , T BELOW LO•E5T 15RADE TINGO'E.:5 _ pC MAKE SURE THAT THE ANGI/ORA6E5 ARE FREE FROM CEMENT PASTE:IF NOT REMOVE PASTE 1 I I { YV' I I I I '•I••••.••.••.:•••••••••••••:. •1;•t•••1� ••{..^I....••• ......• -•••1••• ....�...... .......•.••3••1•••t•••••••1•••••••••••••E•••••••••••1- nATE60RYI(0<E..S50) 12'0SHEAR � O FROM INSERT SIDE BY SIDE,BY HAND INTO ANCHORAGE. 4x' .*'/ ATEGORY ICIIO) ONLY n_ - ,_!L�` 1 '...._J I I I I I I II w I I I 12, tL LL -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I 1 I I 1 I 1 - :1 I cq 1 j C � 1 - 1 1 I 8'-O' 0' <E.I.E,I.S ) 18• IS• ` F THE EDGE OF THE SLAB. I I I U 1 0 I I I :.1 :1 I U 1 0 11 I ff4EDpb1 F�AN�iIOW -STRESS THE STRAND AT 15 klpe. : - _ R' CATEGORY III( <E.I.$150) O W -SEAT THE W O'Se"IN THE ANGHIORAGE V91N6 THE HYORNA.IG SEATING DEVICE BUILT INTO I I I ,-- �, I I I I - I i I I i / P GtH. i I I 1 24• 24" W M UGH E)CPAN51 % :. - THE RAM. L---1-- -- J L---- -� -----J -- ---- ---J L'------ -J -� - - --•� L-�-----. -J MEASURE I RAM.. -.... � .•... --�NT)T&-- �- U MINT . -MEASURE FINAL EL0N16ATION RECORD ELONGATION. r --------- -------- ------ - -- _ --- ------- �1--- -M--- SEE SOILS REPORT FOR SOIL CATEGORY ON A LOT TO LOT BASIS. _.. 9.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION 1 - f-- ��• - --1 ---1 r-- --1 (•---T-- f--`- -'-1 - 1 r- ,( a' np^ )a..• 1 'q" y l fill Q W AND THE JACK 6UA6E READING OCCUR,THE JACK-&UA&E-PUMP UNIT SHALL BE I 1 w.c tii i" 1 V I 1 11 1 i REGALIBRATE.AN AGREEMENT OF NTHIN 7%ENDER TO T%OVER SHALL BE SATISFACTORY. r��:,y: ; >YH .� I.. I 1 1�'K I A, _ )" x">]L..1 sa d ADD(?)-114 TOP 1 1 I T Y 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING •' - •' ! ADD -114 TOP: - N DRAWINGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WiEN REQUIRED AND NOTED -+;..SISE' _ ,I•. I 1 .^ I ,I o Q .. I F. 'h: . . ....a•..I:. ... 1.. ....... ........a.E-eNI7RaNr ..._ Imo.I. .,„. .. .......:.I. / Z Q O I ON PLAN NEED TO BE 97RE55ED FROM BOTH ENDS 51NMULTANEOUSLY IF IT CAN BE 5H10VtM I - I I _.... ,... .b'•''aAl '� W I - I ...1•••• 1 1(.ORI•ER BARS..,_RE-EN '• CORNER BARS ,...,+:';"�ii--ml.- ,. I v 1I1 R1 : 11 in : --___ _ i THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF I I I I I LL I '•I , , I .• 3 O J O THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE i - IIL OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOI•M ON THE ( I _-..._.... .. $ --_--J O I I I '.I I _ _J •ab I I _ 1 / ICI PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWO-WAY I I_ ( ! 1 -. I 1 I I ry ;�....... ...:...... ....t........,. .. -. �'�1•. ' r 1 1 S 1 Z W Q 111 STRESS.4N6.1 I 1 1 I I I .l 1 ... I; / I ..... ..........1.. Z W J 11.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON RAN{ I� .an I I,. ^'•9 1: ADD(2)- 4 T SHALL .ON515T OF INITIALLY STRESSING 5UGH DESIGNATED TENDONS TO FORGE OF 8000 1 : 1 �__ I J I'! '"" a " I 1 I 1 = I RE-LMTIRANT _ -' - r LB AT(2 OAY5 AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL I : r- - '-"' �-'-)-- _ _ _ I I - _ I _ I B - : STRESSING. / j 1 Ij I:_._... _._.-_-_ -- 1 H I I I I :1 .I a I : aQQ 12.ELONGATIONS 5HOVAl ARE BASED ON.TO N pu.MEASURED ELONGATION T%UNDER TO T% ,t,.y1 _ , L_ J : I -9E J l;_ OVER Is ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE.CONTACT 6OUVI5 L---------�- _ �^•-.� L----__• .__._ - �T ___ __ - ......... .. ... y/ ENGINEERING. _ _ 1 - -------------------- .. .... ....... ..:...•: .... .. ........... 15.TAKE 5AFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND ------ -- --- BEHIND JN K5 Hw1LE STRESSING TENDONS. ! ❑ ❑ '� _ OF WO - I ���XXLIII JJ~ STREWING HOL a S.rA1 IN6 N107t� 1 I �..... .l5 ;4' III. - • U ! 1.THE REUSABLE PLASTIC GROMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE I 1 I a r I N __-__ ____ _ _ _ ___ APPPO�/cD O FILLED AND 5EALE12 WATER TIGHT. _.__ -4______--_ _.........-------r- ' • I: N FORP.1 1!,"I I::SUANCE pp(( O 1 _________-_ I �_-_-__________-___ TI p!� p Q J .--" 1 iI - --- I SCOTT FAZEWIS&ASSOCIATES,HNC RL tL 2.USING A GUTTING TORCH,BURN OFF EXGESS6 STRAND 1/2"To 5/4"BACK IN HOLE.BE ( 1 ( I: ACV CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND GONMPLETE I : III " j :I - I (2)-e4 TOP t THE GUT AS OUIGKLY AS POSSIBLE. L_- : y i n L-� ------ (2)-a4 BOTTOM BY DATE 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPA.CK ; ---`-- - - These plans have been revi-ed for adherence to the BLOGKOUT5 WITHIN l0 DAYS.ANON-METALLIC EPDXY MIX SHALL 15E USED FOR THIS - p{ ••-•-•-"" ""'--"•""""'' "' TOTAL(4)BARS PR NUMBER: 60'139 ----- applicable codes and ortllnance, Authorization Is �T PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 I I _ hereby granted to Issue a building permit pending ISAJ®DATE 06/OB/04 ACCEPTABLE). v e a: TECHNICAL PARAMETERS NOTES .ADD approval by all applicable City agencies. FLOT DATE 12/I5/04 - on DEFORMED MILD REINFORCING GRADE 40(s5 t 04)STEEL SHALL CONFORM TO ASTM (2)-HN 4 TOP R The Issuance s g Plans s of a permit str a to 1 approval of these plans shall not be construed to DRAWN gY; A-b156RADE 60 M5 R BI66ER) (2)-e4 BOTTOM permit or approve any is WGon o:the applicable -5TRA DS 5111"CONFORM TO ASTM A-416 TOTAL(4)BARS _ codes or ordinance. No pe:'nIt presumed to give � R X -PROPERTIES OF STRAND 1/2'DIAMETER ALL INFORMATION FROM authority to violate or cancel the provisions of such _ 1159 BASIC PLANI'll APPLIES TO POST TEN51 ON FOUNDATION PLAN SHEff NO.: cotlos shall be valitl. -P IIX.TIMATe)-POURS 41,500a PARTIAL P.T. FOUNDATION PLAN GNALPLANSN � MAX�;6 'F`�O °POOOOV RCAI-EFRICTION PLAN IB (GATEC�ORY I I, III) PLAN IA (GATECORY 11, 111) `��-E : 14 = 1-0 Seffe 1 . I B SCALE : 1/4' - 1'-0" ANCHOR -UNIT ELONGATION PER FOOT 0.079'(PA POURS)(12 INCHES)AREA E i 3 I$ SYMBOLS LEGEND _- -------------- __--�- 9 3 F- ® PO' OR TRIMMER AS NOTED \ PL 100 �-- %O-� SPAN AND DIRECTION OF ROOF MEMBER P92 SGFRDULE ST22 r C4WMI1t TYF. X SPAN AND vIREG710N OF FLOOR MEMBER PER SGhEDI1LE ^T TIS SPAN AND DIRECTION OF DECK MEMBER 19M SCHEDULE eniineering SHEAR PANEL NMBER,REFER TO SHEET 50.2 -- --- - •---1`-J-i-,J ---I(r-. J :,.� 'Y b --- 0 1•-�,I -`.•.J� ( , I '\ �J• I. 6Tn4 w/EN 4X6 vRAb FOR PANEL TYPE,PALL LENGTH NOTED 4400 Cams Drive L - ----- ---- --' _ - I I F� ON 1'RAN11N6 a FOLNDATION PLANS. NeWPOrt r i. BEath ! L.y 5 E� ! y ®X DETAIL NMBER CA 92660 DETAIL SHEET WMBER 6,IaDF00 : D ,.00M ,.(, r-. .._..i _ \\\ q'-I" GL6. S !. ✓� 'I O EN&INEEKIINN6 CALCULATIONS Newport Beach IS - - - \ KEY NOTE NUMBER tel 949.757 f 612 ------- ' BEARING WALL fax 949.7525321 I 0 U ® CALIFORNIA FRAMINGMON FIR Palm SpdrV ! - --. BASIC PLAN APPLIM TO7o tel 760.323.5090 IJ _ � RT1,4L FRAMING PLAN PLANSNND� KEY NOTES i I I y_� �� \ L-_ - I lANTINIE SHEAR PANEL TFiROUGHi WALL I\ SCALE : i/4" = I'-0" Q HUAN NGUYEN.RE r Ali_-, OPT. BAY WINDOW ______________ _____- ___ _ µ^ O 5TRAP(5)OR HOLDOLW ABOVE PLYWOOD AROUND OPENING.SAME TYPE A5 AVJAGENT 51EAR PANEL. OfES31 'ALL TIt7N FROM i--L L T0. O,y SINPSON T522 FLUSH BEAM TO DROP BEAM M FART I AL FRAM I NC L/h PN �" PLANS NxoJ ���/// III O ALIGN W TH STUD(S)OR POST ABOVE a >_. Sr wl Gw SCALE : I/4" = I'-0" PROVIDE SOLID BLOGKINB BETWEEN FLOOR OPTION DEN !, © see PLANK FOOR OF KKINS ra4 ER�BAYS # o� PROVIDE SOLID BLOC.KIN6 elf. C/y1L aT i ! l 1 � I 1 _- --�------ ---------- -- - O 'rRU55 W/E.N. F A IF 2 0 12 9O PROVIDE�SILL PLATE NOV SRO TJFTOP ❑ ❑ r B rk 6 /�-- �� Io REVISIONS '-6" Y 4' • GOWIN10Ur LINE OF BLOCKING W/EDGE NAIL ! 1 UNDER SHEAR WALL ABOVE W/(I)G516 I.. O 4x8 4xH 4xL 4xb--'------ 11 TRUSS HANGER BY TRLes SUPPLIER NO. DATE DBCAWIION - - -'- -...._-_'- -- -- - - -- 1 CONTI141Q18 TIHIBERSTRAND OR SPLICE PER PVW. I 10/14/04 CLIENT REV. �R-p ,t,?cTVD IIAO/04 CLIENT REV. "I FRAMING SCHEDULE I D L.__.--_.._......_._._. ._-._.-.-.�._.-._.J J I q GL6. I f^•"�'^�e:.•`E V I�� ..J I 4 4 lO. IE516NED ROOF TRUSWS 6 24'O.G.J O <r I Q'-!" 14^TJI 250 0 12"OZ. rl 141 TJI 960 0 16'O.G. 1 O14•TJI 360 a 12"O.G. ALL INFORMATI�1 FROM -- ^ BASIC,PLAN APPLIES TO 1 \w - O 2.X 10 DECK JOISTS 0 16.04. PARTIAL ROOF FRAtM PLAN OPTIONAL P1.At45NNOJ i !o,=T: _ _ RESTRICT[WNOTICE 1 - __:------- 4 <T) 2 X 10 JOISTS/RAFTERS a 16"O.G. v, mo 5GALE t I/4• to It-0tt I. V PLAN I G _. - _ -� .. - � .. . .',�........-'. - � -. ...�s Z x O ROOF JOISTS/RAFTERS 0 Ib•OZ. raoNan arcaNa e�a�rG ! coaaaTaaccAar.�rn�u 2 X 6 FLOOR J015T5JRAPTER5•24'O.G. aWR'NTgN sHowN 6 mNaroe+ttu rouLacoleas - FRAMINC-7 NOTES ANO NIO COP OF VAEEIPM M4 uN aE 00.®.TRNlta9ID.OR -.y (• 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS NirrHo l"YJItRiBl cafaB/f OF 1 ! I 1 �iL yy✓ (SN-1 a 5N-2)FOR MORE INFORMATION rAW6Bx.Ir�ING aOrAll/►iG 1 �!� JI q'_Iv'Gy I 2. REFER TO 5HEET 5D2 FOR SHEAR WALL SC+irME. 6 _....___ -___.__.__.__-__-__-____-__-__-__-__-____-__._____-__.__.__. _________-___-- ______ - _ _ 16'-O II F 1 -_' BAT !I - ----------------- S. UNLESS PLYWOOD SHEAR B 60W SI EN6INEERI CON5U.TING&ROMP IN r - U - i' GLc5. q'_I" GL6I �\ 1INS P ,T corsnaTwc cots taw I / •, .', ` , _-____.__ f \, '.�: 4. USE 51MP5DN'IU5'HANGERS FOR CONNECTION OF'I'J015T5 TO Au urns Itl>®ty® -1 ; STUD UNDER EACH TRU56 1 .. ...._ _.. / ` /� OTHER FRAMING MEMBERS N-N.OJ. _.._._. I __ 5. USE DETAIL ll/SD-3 FOR SHEAR WALLS EXTEN G DIN TO ANY rrJ --- - -----"- OPEN1 MIWIFAGTJRED BEAM DE91t5N SPEC T1018 L_..-- - -- --T.-�•,- --r--. - w i l '1 I. PLF.110 - - It �•) i ,�,' / t --"-� 1 � IPIGA 4xD 13N1 ----- - Na�WBirN fb 1psU Fv(peU E ;I. qG a ..__..__ __._..__.., ._ TIMER STRMR 2250 400 I.Txte p LSL f I MWATDLA 2600 26 o S l.gxl Q lvez 2r- - ---i ! kD7� o� - r --� ! 4 PARALLIM z 1- - -y*('I- -1--� �'-I" 1 Iy7. X4 � 2-00 2W 2.Arl� O FL Il0 ALL PRE-FABRIGAr�SHEAR PANEL CAN BE ONE OF THE FOLLOWN6 IL y: Cf I 2 SIMPSON 5TRON6 TJ PAN✓8. SItP" N 6ARA6E TJ GARAGE _._._ g KA" PORTAL PORTAL 1U U l i p �Qr 9424X6 TJ24X8 51416Jc'1 TJ16XT _F W SW24)A TJ240 SW16x6 TJMXD Z kill Q 9W4X0 WA (2)5V6XI (2hJ6M O y1� ull 52x rx >HAL 1Y GL :iv I pq(1 : GL6. I _ -, _ SW52X1 T.11" SN122 C., xT TJ22%7 0 4 W a 1_ L_____ •. SY02XIO TJ52700 SW22X& TJ22X6 IL SS 5-148948, TJ4&XD (2)SI.122X1 (OM=XT W W J O 5W46xg TJ45X1 (2)5PQ2X6 (2)TJ22x6 Z W Q-L N "Ao W it'elI �W ! i-: m N m�J SHEAR W?�LL SCHEDULE � dQQ �_ I r t 5 - 1999 UNIFORM BUILDING CODE/2001 GALIFORNIA BUILDING CODE .. �,i Q DROP DF7- as -FID-X 6 GL ------ --- - FRAMING IL y'a9 O SMAR .____. _ 1 4' 1 I _- 91lATHI EDGE FIELD SHEAR SILL 1� SLIPS ANCHOR J DR01� - - I GL6. '{ 1 I --.----- - E - - --- -- _-- -- P NA1C L�I"U(NAILINI6 c�')ITY NAILING OR LTPRO' SPAWNS O _ v0 I, U+ qA A A. APPROVED ��//pat daV I ® 9/a'APA 6 dY D dY led's o /6.1 x 12' tC tL `�'a FOR PERMIT ISSUANCE rated a 6'04 a t2•-0G. 26o 0 6.O.G. •�•OO' 46"OZ. SCOTT FAZEKAS&ASSOCIATES, qA - it ! - 32'APA O tlb 6 dY 'a /6Y x 12• I I ! BY DATE rated a 4•o:G a n'04. 'AO a 4'04, a 12•o.G. 52.O.G. 14UMBEIL 60')5q -"N - These plans have been e a .d for adhe n t t� MA D dL 6 dY /D'1 x 12' ACT -_1 ! applicable codes and n d re. Auth r o r6tstl a>S•O.G.•12'OG. ' a 9.Or- a b•O4' 12'O C- SWED DATE 06/08/04 4X6 ! hereby granted to iss e a building per j I approval by all applicable City agencies. raft.APA 10 d's t0 dL ) a D'04. x 12' PLOT DATE 11/10/04 _ sNrttcAral I a 5.O C.a 12'OZ. 600 a D•O.G. NNOJ ID'O4.- DRAWN WY.- 0.0 2 _ t'Y+r� 1 I S The.Issuance or granting of a permit y6y x�• approval of these plats sha;l not be c n •APA O.L. _ 2 PLF"100 :nit or approve an v c !:on of the Aral I 10 W. 10 d'e 6T0 �0-- •6'OP Pp Y c . St. 0 i -IA [_ codesor ordinance. No pemlt presu oe ALL I FOIQI•iATION"W"' authority to violate or cplicel the provisi $ NO- ALL �:. codes snall be-I.d. P,4RT1�4L ROOF FR,hMINC PLAN ROOF FR14 iN�'� PLAN IDE MILS NOMIIDERFRAMINGA7ADJOININGPANEL /� I N I SCALLt t 11-P ■ 1,-e USE^55 a 6.041.ON 51M!-.0K STRONG WALL 4 HARDY PANEL N.NAJS ' •2 PLA P N 1$ sGALe : 1/4" : p-0x � _J 5YM50L9 LECcEND POOTtN6 (JE ',l%// DROP IN SLAB(VERIFY PRIOR TO(.ON5TRUCTION) � ^ ------- REDAR engineering IA ® PAD N1FiDER 44M Campus Drive IA ® DETAIL 5HE TE w�-+DER Newport Beach I CA 92660 PAD SCHEDULE Newport Beath -- ---- -`------------------ ------ , ------- 1 i IA 7 2'-0'SQ.X 12'DEEP PAD LV/(2)+4 E.V'L fax 949.752.5321 dY >. ad i r I I l�+w 7.a'!"\ V`• I 4_8• - --_-_ _ -., ]'-6'9Q.X 13'DEEP PAD W/(B)+4 EYL Palm Springs i o G L::. ��G�,�� 1 � � � l 513 '•� "� 7-0'SQ.X 18'DEEP PAD te1760.323.5090 .W W/(?J+4 E . 1 �. Ls� :001 _' _� -L' ---------------- V-b•50.X 18'DEEP PAD W/M)W EYL I --- ��-----� I I �I I F j HUAN NGUYEN.P.E J-� I I V/' 1 5'-0'S0.X 18'DEEP PAD W/(5)+4 E.W. 1 I 11-1 GLS. I S-6'5Q.X DEEP PAD W/(4)+4 EYL TPDFLS$ION ALL INFORMATION PROM ALL INFORMATION FROM I `Wyt�JPN NGGy l,, BASIC PLAN APPLIES TO BASIC PLAN APPLIES TO I I I 4'-0.5O.X ID'DEEP PAD W/(4)+4 E.K PARTIAL FOUNDATION PLAN PLANSN.NA� PARTIAL FOUNDATION PLAN N � I , , MASTER 1 - CALE : I/4" = I'-O" SC 4'6'90.X18'DEEP PAD 5)+4 EYL ALE : 1/4" = 1'-0* W OPT. D S EN OPTION SAY D I -WINOW = r GOM I # g, c r FOUNDATION NOTES 'F ` � I I�'T f o CA CALIF I 1 I \ { h-RAOyO I. REFER TO SECTION SO OF SN-I SHEET FOR ALL FOLI RATION NOTES. ri nr I a• -� - 1 2. REFER TO DETAIL 15/5D-I,16/SD-I,1T5D-1 AND 18PSD-1 FOR T""Tr (� - I INSTALLATION of HOL001,045 REVISIONS L---- __ ----- LL_- I 11 I I IA 5. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPAGIN6. _ _ I I ��f _ NO. DATE D6CRIPIION -r=i�___z _� __- ' 11 ( I IOA4/o•F CLIENT Rev. BMT " i L L -- - _..' •r7,i i j 1 .__---_ ��NIS IIAO/04 CLIENT REV. I 1 -- -- \ J lI I 1 1 --------- ---------1 — a I r �I ' , �. ADO yJ 1 {C I a `) I ® 5/a m x Is m 4a oG. +�6:`r T I I(i «a eon ` I a 4 TZ,T. (I)-x 4 TOP a '[V4-0"PAST Z JGL ���� ' Ly_},�ra.}-{ k� -+4_Ix�ri.I tI)-#4WTT. __ —_— _--_ __= HDBA K L.T T Y 4r-0"PAST -4'-0•PAST �I EYl p�- GLcS.. HDDA MI, �. --. © 5/O'm x 12'•52'OG. 8'-0 I 1 1 PANEI!YL PANEL E W j\ I © SAVO x IO S 12'OG. ® SM*#x 12••16•oG. AL I 5X 0111 in 604MI,--- LrjAVYINGM,AND RETRIC f1VE NOTICE - - i —- - -- --_ - - -�- - ssxe in •16'oG. n�omeas TlExaavF --- • r-- - --- I ., .'r- -,.,---_ ------- ---- -^-----1. YEOIfATIOWS - - -- - I II 1 t I I I. -- 10'O'Q s 1 11 It1-L_1.1 1 , 1 -vyWLL���L I .des /a m x 12 IT oG. ao► H/5X6 sill aaOI1HAT1ON1tOwN e 5F-C',R�: /� �c l -4 ''J_LI � � I I aroHonuTorTHaeouwwra 1_____-.__ II 1 aNRmv®.Tasree®.oa I - a—.jr 1 I 2 q-o" I ewes•✓SX6 sn •9'oG. s,xurn� wee cows errVMHOUT s«mTe 1 - l " R 1 GROX - ( a H. I COMI MGouivo exar®s+G ALL INPORMATOH FROM IB L AJ�o IINOVOP BASK.PLAN APPLIES TO I GL�'. '✓ I I a'-0• P_,4RTI,hL FOUNDATION PLAN ALTERNATE ELEVATIONNNo� PLAN I X-G SCALE : 1/4" = r'-O° 1 L'L 4 11 1 1 1 L---- 7J,111 --- I I I J I �'6 I ------- - � ------ -- y, 1 1 -- — —- —r - r__�=—__ I F !a L------- s�J NJ --"------ = 1 a sf N III I ;I I i III P7 I aN — — ———-- — -- — ——— — IU O �n IA 4 0 it OC 4 ._. — l_---- L----------- ;li z � O it LU U eS Qom - IADI - QL mL I FOUNDATION PLAN Q X TO SCALE t 1/4" - 1'-0" 0 Z O- ALL PL!INFORMATION TA IPPPLLI� PLAN IX-A ( FOR E.I.<20 ONLY ) o� U � o PARTIAL FOUNDATION PLAN ALTERNATE ELEVAnoN NNo, F.H ", ,ANIICE V SCOTT FAZLK," :.,,,j 4OCIATE$,INC PLPLAN SGALt' 1/4" = I'-0" BY -DATE - �`N I X-� These pla!is hav bPe ,•d for adherence"to the PR�iMIM1111i 60'139 appucabie-codas ariacr:re. Authorization Is 6Al®DATE Ob/08/04 hereby granted In issrz a eu:'Mlrg permit pending approval by au applicable Cry ayandes. HOT DATE 11/10/04 The issuance or granting of a permit based on DRAWN BY: G.D approval of these plans shai: not he construed to Permit or approve-ar,y v:alatipn oi'the applicable REVISION BY: x codes or Ordinance. No I-mit presumed to give authority to'yip;ate or canCeILthe provisions of such SHEET NO.: cooed shall be Valid. S- 1 X. i SPECAL C PIELD OH5TRUGTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM AROHITEGTURAL DRAWINGS.6OUV15 SYMBOLS LEGEND ENGINEERING CALIFORNIA OOE5 NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH FOOTING THE - ARC.HMECTULAL DRAWINO'AND WITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZES OP All ANC NOR BOLTS,HOLPOWNS,EMBEDDED STRAPS AND FRAMING ----- _- MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ARCMIT'EGTURAL FEATURES.SUCH A9 BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVE5, PATIOS,PORCHES,AND STOOPS. / DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO V V V � S FABRICATING GABLES.DOLOR CODING OF GABLES 19 ONLY TO ASSIST TENDON PLACEMENT, -•-'-' AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN,BUT NOT - - REBAR LIMITED TO,DIt-EN510N5,TENDON COUNT AND LENGTHS,COLOR CODING,AND ELONGATION - 4x5 =3 4" engineer ng OL510MATION SHALL BE BROUGHT TO THE ATTENTION OF GOUV*ENGINEERING PRIOR TO SRN PNK PAD N1N•BER FABRICATION 3.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ON I 4400 Campus Drive THE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON SUPPORT LAYOUT,SEE DETAI (S)PT-0-T-1),(S)PT-0- DETAIL SHEET NMBER CA 92660 T e% DETAIL NUMBER Newport Beach 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN E SHOWN OTHERWISE. - 5.DIMEN51ON5 ARE NOT PURNISHED TO 51MP50N HOLPOI N9.IT 19 THE RESPONSIBILITY OF 3'-O' 3'-0' // •-•-'-' _ -� ,�SPPGES AT s'-8•=O.G. P)4D SCHEDULE THE CONTRACTOR'*SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE 3 3 I 18' %--^- Newport Beach CONTRACTOR TO LOCATE THEW ANCHORS IN THE EXACT LOCATION REFER TO DETAILS � 4x54' =4 1 8" 2 x4 a x5O' =3 3 4' 4x4 = x50'A =3 3 FOR PROPER INSTALLATION -• �: : \\ ORA-YEL 6RN-YEL " 6RN-DHSS 6RN-YEL 6RN-DHSS 2'-0'90.X le'THICK PAD W/(2)e4 EYL BOTr. Tel 949.752.1612 6.PROVIDE»9 x 24'DOWEL•24'O.G.AND 12'FROM CORNERS AT ALL(A1,1111 -- :_------�NDENT OF ---- --------- --- ADD OTHER ---� I Ixas'n =s 1 faX 949.752.5321 ,PATIOS S.�IREMENT9 FOR PRE--SATUFRATION 5U06RP.DE SOILS AND DAYL ATTACHMENTS WHEN CAST IGHT SETBACK OF I , R- G ------- (2)-R4 TOP t 1 2-6 5Q X ID THICK PAD At(3)04 EJ^L POST-TENSION SLAB UNLESS NOTED OTHERWISE. Lp�,•/' ay 1 (2)-•4 60rTOM 1 p WNT_PIIIC 7.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. I •` 1 I TOTAI.(4 B"'TA"RP 1 _ -_. _. GOTT. EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH 501L REPORT LC. ( �" 1 I ) "'.: I' 5'-6" 4_6• r palm$pflflg5 - •-\ 3'-0'SQ.X IC,'THICK PAD W/(4)I15 EA.BOTT. I «r : �� "" ry/a I s 3 tel760323.SO90 RECOMMENDATIONS. p�•= �^L`d 1 B"^'6:+r �✓'4E 7� I 9.ROOF/FLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLYb..L�I`••.;,.,✓4e•/M I I ... ........ ......... ......... ... ......... ......... ........ 3-6 SQ.X I THICK PAD W/()Ina E.W.BOTT. DAYS AFTER O BE I ETE POUR,IF CYLINDER R TO 5T INDICATE MIN. NAL PSI srRENGHr. ( ..... ....................H.............•.... -- ---- -kl------ -- - -- ---- ---- --- HUAN NGUYEN,.E PROHIBITED TO BE IMPOSED ON SLAB^PRIOR TO STRESSING.BEGIN WALL FRAMING S r --1r---i----^- 10.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,CONCRETE I - 4-O 50.X ID THICK AD W/(S) 5 EA BOTT. PLAGEI-ENT AND STRESSING OF POST TENSION TENDONS. I I - P' i s^aGA�I-I• I•• -'" .L.r .. II FINI5H GRADE AROUND THE PERIMETER OF P05T TENSION SLAB SHALL BE CONSTRUCTS ' I ICK P e p SUCH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. J . -I : : q^,•:GEC. p. 4� 5Q.X IS"THICK PAD W/(3)I15 E.W.BOTT. 12.ALL SITE AND PAD PREPARATION SUCH AS BUT LIMITED TO GRADING COMPACTION OF .. .............' . '. ... . ... ......... ......... ....... I 1 Nrd.I;V THE FILL,PRE-5ATURATION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE PARTIAL P>1hRT I)4L ALL It�ORMATION FROM ,.1•••'•.••-.:••••••.•..•.• ............. •...-�..•• 5-0 50.X 18 THICK PAD WU(S)e5 EA BOTT. ... ..:•....I.I.. ..: 1 O J�N NGG 4CF PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND ALL INFORMATION FROM INCLUDED I'N THE SOILS REPORT. BASIC,PLAN APPLIES TO ��oNAL�A�N�S T :I i i I ;)T '. -I W� 3�2?i 15.A MINIMUM OF THREE(9)CYLINDER5/5LAB 5HALL BE TAKEN TO DETERMINE CONCRETE F OUND,4T 1 ON PLANN'�� FOUND,4T I ON PL?�N , • I- �.�... , 5'�•5Q.X 16•THICK PAD W/(6)•5 E.K.BOTT. STRENGTH. # SCALE 1 � ri'.� TE AND ANCHORAGE INSTALLATIONNOTES OPT. DEN OPTION S Y WINDOW ' •• ..:..:. ............ ............ .....:.: ...,:. ........... ......... 1.. ... ...........- I: s�rl CLVHL P BULKHEAD BY LOGATIMI6 THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON I � :..' THE STRAND PLAN.(NOTE,BULKHEAD 0055 NOT HAVE TO BE BRACED LATERALLY,THERE IS i _ I: : \\` i POST TENSION NOTES OF CALIfO�� hb TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). SIME 5HFET PT-1 FOR STRUCTURAL DESIGN NOTES AND TECHNICAL 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH 51PE OF BUNDLE CENTERLINE PER DETAIL(4/PT-1)AND DRILL A 9/4'DIAMETER HOLE IN BULKHEAD UNLESS NOTED !I' I; '\\ _ _ ' S�OlO CONSTRUCTION SEE ES,TENDNTENSION DESIGN PLANS FOR SPECIAL OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN ,__I11 .�1I I•. : .... ......... \\1 ...... ......... ... ....... GOMSIRUGTION NOTES, AND ANCHORAGE INSTALLATION PLACE. I::y : ......•.. •••••••••;••••••••... ••.. .. _ PREPARATION�NI�OTES TENDON STRESSING PROCEDURE NOTES, REVISIONS ,f "", ". ..v ...t ...... ______ _ .-- ., ; I - TRESSING HOLES SEALING NOTES. NO. DATE I$I DESCIUFTION S.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER -_ j - I_LL- - .I I ,,,, DIRECTION REFERRING TO THE PLAN SELECT INDIVIDUAL DOLOR-CODED COILS Gf STRAND L•-- ----- --- 1 - - 2 AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST Ib' ,{ 1 :1 I - 5 TENDON STRL-SS N6 VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY IOA4/04 CLIENT REV. i ���a^ -_ - . ,-; __y_ I :I I : E _- - DESIGN DRAWINGS FOR ALL DIMENSIONS SHOWN ON ;.. I[ I mmmi OF STRAND M1U5T PASS THE BULKHEAD AT EK.N STRESSING END __ _ IIAO104 CLIENT REV. 4.PLACE ANCHIOR AND POCKET FORMER INTO BULKHEAD/MUD NAIL ANIGHORS WITH 2 NAILS ' L. I._ -_. __ I :_ _-ti.� r� i` .- __. p�r".. I I : .. .. .. ......... ..... ... .. POST- r16HT TO THE BULKHEAD,16d'e RIND SHANK RELOMMEN7ED: ¢. ( H •: T .r--_:___: =.^{ •.. ARGHITEG7URAL(MID SATION TRUCTURA CIF BY OTHERS)REFER DRAWINGS,FOR .... ..................r......... .. .. i I i..�._ S.TIE DEAD-END IF ANY.IN RAGE APPROXIMATELY I I/2'FROM BULKHEAD SUPPORT 50 I - Ii I I I - _- - -'1„-.;i- •..�e.. ALL REMAINING DIME ION NOT SHOWN ON POST-TENSIONED ,I 1 THAT THE CENTERLINE OF THE ANCHORAGES 15 APPROXIMATELY 3 1/2'BELOW TOP OF / ` II I 1 .__ 11 _ __ - NM, 1 ^ `:\ /' FOUNDATION PLAN". 4 - J i II II'' l _�-_-_ SLAB. {L� e ✓YI , l r I { t { r,.V;7 S 6.AT STRESSING ENDS.REMOVE WRAPPING TO APPROXIMATELY 6"INSIDE THE BULKHEAD. '^"'' (^°��','' "'sj 1 J[:..: ` �' I--- _ VERIFY WITH ANCHOR ARCHITECTURAL AND STRUCTURAL CTURAL IF BY OTHERS) DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND I I I \. „�__ _;�„_. -1J I_- it L Il__� - -UI G:.. _ I I dH [' ____u. r ; / DRAWING FOR LOCATIONS BOLT,IIOLDOWI GALLOUT INFORMATION AND THROUGH THE BVLKHEAD.LENGTH OF F_XPOdaED TENDON AT DEAD END 15 NOT TO EXCEL I r------ _ _- --__ -- ----- •�.. Y""fH'JPI't'� .. .'.�..... .. .... ..: - AR WALL LOCATIONS. . ............ .::...... ..... ..l....:...... ....F. ..... ... ..:.. 12'. I L-_�.- - REFER SPACING. T.STRAIGHTEN TENDONS,Gi1RVIM16 THEM SNWOTHLY AROUND HOLES OR OBSTRUCTIONS. ___._____ ------------ -----�- ...• ••.•.•• _ AND L'-O �•i•.i..'.. •C�T • k (� U 4 RE E O TABLE BELOW FOR ANGIiOR BOLT SIZES . c'A-Z PAST PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER I (, II U ❑ Q,t(HDHA E.YN.. /��r((( a 5. REFER TO DETAILS IS/PT-I,Ib/PT-I,PUPT-1 AND 16APT-1 FOR 6.CHECK STRANDS FOR TEARS IN PLASTIC WRAPPING AND REWRAP.ALL TEARS IN I III _- - _._ .- - -.-- __- __- __.-. �I I T rW 'U 6AR•5 �_ -. ,' C! I GL�! I' a Z� INSTALLATION OF HOEDOWNS, WRAPPING 12"OR LONGER SHALL BE REPAIRED. 1 I II II - _ I _ + - F S.TENDON PLASTIC WRAPPING 5HA_ BE CONTINUOUS OVER ENTIRE LENGTH TO BE �1 II L. r _ I INBONDED AND PREVENT IN OF GEHENT PASTE OR L059 OF COATING MA7ERIAl Y-- i----------- I H ... •• Q T DURING CONCRETE PLACEMENT. I )( - - +y' X SNE ll1f; �1I �y'_F_. - - - _tea M m PrrPE I''G R6rRICTIVE NOTICE TENDON STiESSINl6 PREPARATION NOTES L--- - --� TL - - - •. W noNS ARETSEBaiaUSIE _ �... TIC I.REMOVE POCKET FORMER. - -^- S/6'O x @'•46"O.G. P0.01uTT Of Gf)UW6 BIGR�INK. 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPO5ED PORTION OF : « ANGIORAGE IS CLEAR IT'A FILM OF CEMENT PASTE IHAa It1TRIAED,REMOVE IT WITH A __._ .___.. I 1 1 t I N �•'�'� . ID'-0' : �/• ... ... N 5/DLO%12'•B2'Or- 2. INFORMATION$H0vv 16 SCRAP ER OR SCREWDRIVER. - •1• •••......_ •I:•)•ai -t-.0 ••C••'••• ••. •••••... mNlpe+rwroNLu(selfS / j.;. 5.INSERT A PAIR OP 6RIPPER5 BY HAND INTO EACH ANCHORAGE. - 1� � •••� „� I: I { 1 _-__� ADD(2•WX24'TH1lrK&.5. B ' © Mb No PART a THEE MWNW 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT 1 9. „ CS _ -._ Wry�'2)R470P t(2r14BOTT. T 1 S/6'•x 12'•12'O.G. OINRNP®.TIIAMf61ID.o6 DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS ' RULE ARE RECOMMENDED. 7 I r _I'- 1.--�.• 1 2R'-0' Lx 4'- PAST Hf710A EYl 1 1113ROo11CID.Ngt GV•IANY A S/b••x 12"•W O.G. WmWllr wuTBN COW NT OF 1 •I _:_ x 12'•16 OC. cotA•6 Erlt:v+ts[r+c COMaLTNG TENDON STRESSING PROCEDURE NOTES ......... ....'....:......... 1.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON •{•••I . ..«...- .. ......... ......... ................•......I. .. EXPERIENCED IN THIS TYPE OF WORK;FI-5HE MUST EXERCISE CLOSE CHECK AND RIGID ALL C,PLAN MAITCN FROM I C .. - - 0 h aex b eoviNK,Hr earv6 N1C,•N®IING 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, PARTIAL. FOUNDATION PLA ALTERNATE ELEVATION Nxo.1 '. : C - i -�� .,ATOP- • :L., o I �1-__1 I. Y^' i 5/6X6 112••16.O.G. CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE -.. iRldes • CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THHE STRUCTURAL SCALE c I/4• = I'-G" I - n I DRAWINGS QR 2000 p.I IN. PLAN IX-G (G)4TEC ORY I) _ ....... .. ......... ....... 3.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EQUAL :1 ••••..•.• ..•••••• ...•••• ••••••• .J I 12 OC :.. 10 II ' HYDRAULIC JACKS,EGUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. 1 e 4.THE POST-TENSIONING OPERATION WILL BE 50 CONDUCTED THAT AGGARATE ELONGATION OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS : 1 b O.G. SUBMITTED AND APPROVED BY THE STRUCTAiA_ENGINEER - USA 1 TOP ...... ...... 1 eiQee x6 elll 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS AND Y SUBMIT REPORTS TO 60UVI5 ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF L'1"'•" ••• •.• _.g.,.{n. .6.. .I.:.I .••• ..:.. ••.•.••I� yR - - ...1: • E S'o x 2' sAiRs STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. :I _ •11 i LCORNom I P" r.•• I TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF TE -- 6.71HEMA%IMUMJACKN6FORGE _-______-___. - _ c •+'., ,,:�?,^-'y,a, `, T,�( I---�� --- -' S II ULTIMATE FORCE OF THE TENDON. L. - L I * 1 -�-,_-- _ - - -.. '+.•1_- b T. c za, -- - - -= T.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED TO%OF THE ULTIMATE --�' -----_.-..� _.�}.-. - .�.+ I W I ,...... '.,. ......... ....... EXTERIOR INTERIOR . T B LE '?� FORGE OF THE TENDON. - .;.... .. ' ;Ili`�I PJRG•. .......-..... :.., t: COIL 60 FOOTINGEF�EOHENT RIB OVERALL z 1 (41.5 x.TO-26A ). 1 _ •••` 1: ✓� I I �a 1 • E�•TR14 %J'LT T '''3 ! Ii' I: CATEGORY B-THE STRESSING OPERATIONS PROCEED A5 POLLOWS• 4 .__.l I I _ _ - _ _ 10 BELOW LOWEST GRADE THK.KtE55 Z} Q REMOVE GROMMETS AT THE STRESSING EMmS,CHECK INSIDE EACH GROMMET HOLE TO - N � � I i I _ 1W�py 1 ,. _ * .T't I II G --- - -- -- ----T CATEGORY I I�E.I.S 50) I714- L2• '4 Q MAKE SURE THAT THE ANCHORAGES ARE FREE FROM DEMENT PASTE,IF NOT REMOVE PASTE ry .___ 0.. _r I I _-.____ _._ _ -_ -0 it�• I R'_I"gTF;(, : (l,py W FROM ANGHORASE WITH A SCREWDRIVER. •'1„- °'� / 1 I` __-. --__ lD I I' ( LH ... ... In RIM -INSERT LEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. \ F'�+ - L_ J.. G L „ •� _ ••-zT� ._.__ ...... .. - C(1•EDIUI.1 EXPANSION)E.I. S�) IS'_PUTA PAINT MARK ON EACH STRAND AT TE SLAB EDGE OR AT A FIXED DISTANCE FROM - �� ..-- -••••• •• •• ---- ----L -----_ -- -THEEDGE OF THE SLAB. L- ___ ,I.S STE STRAND AT 55 W-, A-SEAT THE WEDGES IN THE ANCHORAGE U51NG THEHYDRAULIC SEATING DEVICE BUILT INTO _._ - (HIYII( <E 90) Z4. O W W I -REMOVE TFHE RAM. N I .: •i. III - L-- -- __ --- --- -. _. _- __ -- --. -.-- -'--- F --_-....,. : 1 1 _ O Q ;MAT I 'I - i -{ -.- { I 4 Q SEE SOILS REPORT FOR 901E CATEGORY ON A LOT TO LOT BASIS. V .. -MEASURE FINAL ELONGATION.RECORD ELONGATION. I I ;iI' _ ' :I �! Ii1; ADD 9.IF IMKAN519TENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATIQ)!.-_..-1. ...._.._._._. ..._..._.._�_...I it AND THE JACK 6UAGE READING OCCUR,THE JACK-Gl1AGE-PULP UNIT 5HALL BE 1 It III. (2)-p 4 TOP 8 O REGALIBRATE.AN AGREEMENT OF WITHIN T%UNDER TO 7%OVER SHALL BE SATISFACTORY. - (2)-*4 BOTTOM Z 10.TENDONS 5TRE55ED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING I I - K .. : TOTAL(4)BARS �. DRAWINGS.TENDONS THAT ARE 5TRE55ED FROM BOTH ENIDS WHEN REC/1RED AND NOTED L---^---"----��'� � ••••••••• ••••• ........ • + •-••• 1: ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OP I _. - O O J�� { THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE _ _ I '-0� LU OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE - z PLACING DIRMINS".TENDON5 EXCEEDING 100 FEET IN LETIGTNS MAY NEED TWO-WAY - I Q J 97RESN .1 - O I� W ZWW u1m U LI II.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN. - _ i SHALL CONSIST OP INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORCE OF 6000 LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL ,,AA STRE551NG. ppuu Z V/ (�IL J 1 OVER12.ELONGATIONS ACCEPTABLE.IIFARE BASED ONMEASURED ALONGATION EXCEEDS TOLERANCE,ATION 7GONTAGT 1:11NI5 ALL INFORMATION,M-ANIAPPLIES FROM ENGINEERING. PARTY L FOUNDATION PL?�N 6A51CPLANAPPLIEBTO FOUNC/ATION PLAN Wz Q boo 13.TAKE SAFETY PRECAUTIONS AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND ALTERNATE ELEVATION IUNAJ DEHIND JAGIC9 WHILE STRESSING TENDONS. �/y �A,y Ne.I.�. W I/ I' 'SCALE = 1/4" � 1'-0e •(� BEANS NG NOL.ES SEALING NOTES PLAN IX-5 (G/�TEC ORY 1) PLAN I X-A (GATEC ORY 1) APnp Iq V.A � _�� L THE REUSABLE PLASTIC GROMMET FORMS A MOLE 2'(INCH)DIAMETER WHICH 15 TO BE FOR PAN;.n l ISSUANCE O a- V SCOTT FALEKAS'& SSOCIATES,INC p n V 0 BY DATE Y-t� FILLED AND SEALED WATER BURN TIGHT, 112" Those pik-a have been re:....+•,d for adherence to the 2.USING A GUTTING RECT FAME OFF GRIPPERS. 5 STRAND AR TO HOT BACK IN HOLE.BE applica tle codes anJ oru ounce Authorization Is CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE THE CUT AS OIUIGKLY A5 POSSIBLE. 5.AFTER TENDONS HAVE BEEN BIIIUFD OFF,THE CONCRETE CONTRACTOR SHALL pRYPAGK BLOCKOUTS WITHIN 10 DAYS.A NON-METALLIC,EPDXY MIX SHALL BE USED FOR THIS hereoy by all U li ssua a bu.ies.,ng Permit gentling z9jEDPROA TATE- U O`T approval by all applicable City ageucias. E'SIh9 DATE- Ob/O8/04 PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 AGGEPTABLEJ The Issuance or grans s.of a permit based on PLAT DATE I2/I$/04 apprcvel of These plan:,shn l not be construed to, pe 't or approve any v1W.ti- o; the applicable DAWN BY: K.P. co dc. Or ordinance. Nr, r-It presumed to give REy6ICIN BY: x PARAMETERS REINNOTE - authority to violate or cancel the provisions of such DEFORMED MILD!REINFORCING GRADE 40(nS t e4)STEEL SHALL CONFORM TO ASM A.615GRADE 60(Ir5 t B166ERU - codas shall be valid. STRAND"SWILL CONFORM TO ASTM A-416 PROPERTIES OF T-W1RE STRAND 1/2'DIAMETER SHEET NOS f ppur M.TIMATE)2-10 Hal -AREMSQUARE INCHE5.153 -F(IULTIMATE)-POUNDS 41,500» -. C I X• I A -6-Pel 26'y00,000( V -MAXIMUM FORLE(D 4 pu)TO 37pOOe OVERCAME FRICTION -MAXIMUM ANCHOR FORGE(.T/F.)26VOOII -UNIT ELONGATION PER FOOT O.ON'(PA POUNDS)02 INCHES)AREA E FIELD CTRUCTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARGNITEGTRiAL DRAWINGS.GOWNS SYMBOLS LEGS D E1,16INEERIN6 CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL SIZES Or AND WITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE --- INS LOCATION AND 51ZC-9 OF All ANCHOR BOLTS,IHI.DO4UHS,EMBEDDED STRAPS AND PRUNING -- ooT MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH AS BUT NOT LIMITED TO DEPRESSIONS,SLOPE5,SHELVES, . F/// DROP IN SLAB(VERIFY PRIOR TO GON5TRUCTON) PATIOS,PORCHES,AND STOOPS 2.CONTRACTOR SHALL VERIFY TENDON LEN6TH5 AND STRESSING TAIL LENGTHS PRIOR TO v O v - a`'•= FABRICATING CABLES,COLOR CODING OF CABLE5 15 ONLY TO AG515T TENDON PLACEMENT, -'�'-• AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISGREPANUES IN BI7T NOT - MBAR engines ng LIMITED TO,DIMENSIONS,TENDON COUNT AND LENSTH5,COLOR CODING,AND ELONGATION 4x =3 4" 0 DE516NATION SHALL BE BROUGHT TO THE ATTENTION OF BOUV15 ENOINEERINS PRIOR TO GRN_PH Drive FABRICATION. � PAD NkHBER B.BRICATION END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOHN ON I 4400 Campus Drive THE PLANS AT GONTRAGTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON I e DETAIL NUMBER Newport Brach SUPPORT LAYOUT,SEE DETAIL(4/Pr-U,(SIFT-I). I DETAIL SHEET NUMBER CA 92660 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN T' SHONt1 OTHERWISE. S -8 S O.C. S.DIMENSIONS ARE NOT FURNISHED TO 51MPSON HOLDOI•NB.IT 15 THE RESPONSIBILITY OF s'-O• �'-0• r-• _ _ P?�D SGHED THE("ONTRALTOR's SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE i/ `� 4 - 12 SPACE AT 3' 3 3 r- Newport Beach CONTRACTOR TO LOCATE THESE ANCHOR`S 1N THE EXACT LOCATION.REFER TO DETAILS i _ GRM{ 2-0 SQ X ID THICK PAD HH/(2)s4 EYL BOTT FOR PROPER INSTALLATION. 18• Jam: I I \� 4x 4'A =4 2 x4 x =3 B 4' 4x4 x =3 4" 32I 6.PROVIDE I x 24'AL DOWEL•24'OC.AND 12'FROM CORNERS AT ALL CONCRETE - ____ -__-_ - I P17D ORA-YEL 6RN-YEL 6RN-PNK ORN-YEL _ fax 94. 5 STOOPS PORCHES,PATIOS Apo OTHER ATTAGMNENTS WHEN CAST INDEPENDENT OF -- 1 r- ---- --1 r--- - 1 1, _----- ( )-s4 SOP 6 1 Ix4`5' =3 I rst 949 752161 I % I WHT-PNK p :' _SQ X ID'THICK PAD NV(S)•a EA BOTT. 9 752 POST-TEN51ON SLAB UNLE56 NOTED OTERWISE. I I ',,,7 ; ( I I I ; I( ) a®orTDM I, r T.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. 1 I .r., I I I I T TAL(-4�, I - _ _ __ _. 8.REQUIREMENTS FOR PRE-5ANRATON OF 5U86RADE SOILS AND DAYLIGHT SETBACK OF I �f'-I �.tci'. , I \,/I h' �Q 14'-b" '� - - 5-0Springs Palm EXTERIOR FOOTINff FROM ANY DESCENDING SLOPE SHALL COMPLY WITH 501E REPORT I I 1 p yy f:w, 1 I �^'' I�'y�' 1 5'-b• .X ID THICK PAD W/(4)rl5 E.W.EYL BOTT. Gel 7 .323.5090 RECOMMENDATIONS. " +q 9.ROOI.,rLOOR FRAMING,AND/OR HEAVY CONSTRUCTION LOADS ARE STRICTLY I I I "'�(w�OM 1 I 1 I ..... ........ ......... ... ......... ..... ...... 5-6 5Q.X Ib THICK PAD W(4) 5 EYL BOTT, PROHIBITED TO 13E IMPOSED ON SLA5 PRIOR TO STRE551N6.BEGIN WALL FRAMINGS ' -......r'.• •{•••.•...•••..••.... :•.....•••... ..:.. ... .. ..•�.. .••�••- - - - --- --- DAYS AFTER CONCRETE FOUR,IF CYLINDER BREAKS INDICATE MIN 2000 p51 STREN6HHT. I I I I 1 r _- ---- --_-� --� _-��-r-{--�, r_� 4 N HUAN NGUYEN,RE 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDON INSTALLATION,CONCRETE -L- PLACEMENT AND 5TRE551NO OF P05T TENSION TENDONS. I I I -t .•," r I I I -'" 1 I I 4'4.5Q.X 18'THICK PAD MV(9)05 E.N.BOTT. It.FINISH 6RADE AROUND THE PERIMETER OF POST TEN51ON SLAB SHALL BE GONGTPoILTED J ✓_ 1 [_I,� "•� . Eh I I I 4-6 W.X ID SUCH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. I THICK PAD w/(5)s5 EA BOTT. �pFE551p4,A 12.ALL SITE AND PAD PREPARATION SI/CHH AS BUT LIMITED TO GHTAf/ING COrHPPCTIGN Or PARTIAL ..... ......... ••• N ..• ••••..... ••.•... AD W/(5).5 EA Bon:.I....4......:.............:.............:.I...I.......<•.... ;.i.......j...y`. .GL6 :.I...;.. THE PILL,PRE SATURATION,Alm CONCRETE SLAB BASE PREPARATION,5HIALL BE PARTIAL ALL INFORMATION FROM•, ALL INFORMATION FROM : : 5-0 SCi.X 18 THICK P PERFORMED IN ACGOFtDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND BASIC PLAN APPLIES TO BASIC PLAN All TO ( :I I •. I � S-6 5Q.X 18 THICK PAD vY(6)s5 F.H.BOTT. `INCLUDED IN THE SOILS REPORT. FOUND?�T I ON PLAN OPTIONAL PLANS N.N.0) FOUND,4T I ON PLAN OPTIONAL PLANS N.M.0) I I I „ I I 1�1 *, '° IS.A MINIMl1M OF THREE(B)CYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE _ p STRENGTH. - _ I'- - 5GAL8 1/4" = 1'-0" I4'-6 I/]• I n h I I J '1�• 1 II e'-o• t g)Z OPT. DEN scrALe : v4" o" OPTION BAY-WINDOW ? I I :, �I ti 1.B AND ANCHORAGE INSTALLATION NOTES ..• ... ........ ...:................ ........... 'lF CIVIL I.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMEN510N5 ON - I•• :f'. ••••••••• I I ••-•• ....I•••I........T. :.. .• ••:jI I.i.. ^. {.. TES T TENSION NO THE STRAND PLAN.(NOTE:BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 CALIfO POS NO TENS]0N ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). r 1 I. SEE SHEET PT- FOR STRUCTURAL DESIGN NOTES AND TECHNICAL 2.MARK LOCATION OF INDIVIWAL NVf.HHpRP,GE5 ON EACH SIDE OF BUNDLE CENTERLINE AND AW .1 I 1: I I :\ I : I I I' h \O PARAMETERS.SEEP T TENSION I PLANS FOR SPECIAL PER DETAIL(4/PT-U AND DRILL A S/4"DIAMETER HOLE IN BULKHEAD UNLESS NOTED _ OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN .I I i; : I I �� _--_-- ' I ---__-__--.'•;• TGON R fE ALEMEOT NOTE,TENDON STRESSING INSTALLATION REVISIONS .. .... ... .. ............J...L._.__ __-"-__'___J... _ PLACE. S.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER _-__... _ _ _...._, �.�r*e• +,.yy1 --- --__-_- _--- `.. ---� I IN6 PROCEDURE NOTES. DIRECTION.REFERRING TO THE PLAN,5ELEC.7 INDIVIDUAL DOLOR-CODED COILS OF STRAND 1----•� -J L-- -- - I 1 - I •• 2 _ r'--==----_----� - _ PREPARAT ON NOTES, T REV- AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16" a... _-_` __. __._y_.=_. ,.•--,r.--. _ I I I� (ANDOTHERS) IH r � ..•,•••�..• �� STRESS ltG MOLES SEAL�H6 No OF STRAND MUST PASS THE BULKHEAD AT EACH STRE551N&Elm. r --_, .1 r T/ y u I I I :.I 1 I _ DE516NIDRAWNSS FOR ALL DIMENSIONS SHOWN ION®Y IOD4/04 CLIEN I : _ - '1_L POST-TENSIONED FOUNDATION PLANS AND REFER TO O IIAOJD4 CLIENT REV. I I I I I: 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD ANHO NAIL ANCHORS NTH 2 NAILS I -.L___. .._ : : t .- _. 1 I .. .. .... THERE)DRArH I I *^`{{•"ti P"'t",�TSf.,..N'I ( T .....:... ••I•••I• .... -. ARCFNTECTt1RAL(AND STRUCTURAL IF BY N65 FOR T T THE BULKHEAD.16d's RIND SHANK RECOMMENDED. �\ .... ..�.............}............-. ....i•• •• .• ON POST-TENSIONED TI6M O APPROXIMATELY I V2'FROM BULKHEAD SUPPORT 50 i I I I I I I •••••�••••••• •i•-• •••• J•• •• •••• s - - - : l_^s I I 1�••, ALL REMAINING DIMENSION NOT SHOWN S. TIE DEAD-END IF ANY.IN PLACE I '; 3 _ .__.__ __ __ - _ I 1 ( •r TI THAT THE CENTERLINE OF THE ANGHORASC5 IS APPROXIMATELY 5 I/2"BELOW TOP OF I _J _ T 1.. In , { : FOUNDATION PLANS. 5LAB. "INSIDE THE BULKHEAD. >«L"� ,� vr'" f IJ ` { " _ I 11 JI 1; I I , r ... 1I I • 3. VERIFY WITH ARCHITECTURAL(AND 5TRUCTURAL IF BY OTHERS) 6.AT STRESSING,ENDS,REMOVE WRAPPING TO APPROXIMATELYb I I rI ��r J - - -- - - DO N07 REMOVE GREASE.SLIDE END OF STRAND THROUGH THE MOLE IN THE ANCHHOR AND .. 'L_. R J L I Sys_.__ _. 4 _ 1 _ I/_ __ _ DRANN5 FOR ANCHOR BOLT,HOLDOWH GALLOUT INFORMATION AND :G- I 1 mil. THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED L__ _ _ __ _ _,_.. ... _._.__ ___ _... .. 1 _ ..H -f. -.' FC' ... SMEAR WALL LOCATIONS. ..,... {O�F��+{r t ........L..............:.... 111. TI' -------------------- i•I ••�•• )`'yr- �.{.T�,'ra.1...1....•••4•••• 1. L••••F•.••r•••••�•.••3•••..... ....f. . _ V 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES,AND SPACING. T.STRAIGHTEN TENDONS,CURVING TIER SMOOTHLY AROUND HOLES OR OBSTRUGTION5. r���-------_i- .\ 'j---'�--''� ..H'o PAST 1 I I I I Ijyy��' o PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. - ,III _ I ❑ F 1 �Q,✓<(HDBA r V'1 _ In 5. REFER TO DETAILS ISN'T-11^,b/PT-I,I'1/PT-I AND ID/PT-1 FOR 8.CHECK STRANDS FOR TEARS IN PLA5TG WRAPPING AND REY'IIiAP.ALL TEARS IN i _ 11,. r ❑ S ILL 4l 5AR51 I I : O' . WRAPPING 12"OR LONGER SHALL BE REPAIRED. IPt Ic. __ -._ -- --. -.. __- __ .- __- _._ _. 1 :_I I I I C•i a INSTALLATION OF HOLDO 9.TENDON PLA571G WRAPPING SHALL BE LVin ONTIWO)5 OVER ENTIRE LI'_NSTH TO BE + r..� I -- '-Tr I 1 L �' I. UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR COS"OF COATING MATERIALS-.-_ ' ----_-- jl III .� .... .. JJJ .. ~ T DURING CONCRETE PLACEMENT. ). -_ -r- L -�L-••I X O TYPE ANCHOR BOL NOTICE III I. ._... ..........1.-.rr _::i N - - _ - _ - RESTRICTIVE TENLrMN STRESSING PREPARATION NOTES L- -- ......I...I....# Iv P SPAC NG TH�o6Y+r4 THENra„uN :.. --•� , -:- S/8'O x 12'Ib AL'O.G. fNFoMTfxxSMETIEHa(QUSNE I.REMOVE POCKET FORMER. .._..._ r-_ r - �1 r- { W PR0R9rtt OF GOlM5 BNs8uNc .1 .. . ) 1 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF COHSTATtHf: ANGI/OI¢AGE IS CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT NTH A rawuP uNali SCRAPEROR 5 CLEAR. R. 10-0" : •/'�: I I I 1 tV © SM'O x 12'•32'O.G. 1N'tlsMATION SHoWN5 B.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANGV10RP5E. :' •• - 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT 1 i:�t,,. ';!'�w�.I ... :1 11 1 I p� IIDD IZ'Yb(24'THIGK O.B.• 1 y I: ® ro� R DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN LARPENTER9 i M`fK2)M4Tl2P R(2�H4BOTT. I I nNnHIO DUCE RTHM NOR CAN r�s 1 a- " GL© ---I 1 I 5/8 m x 12 •12 oL. oµ: RULE ARE RECOMMENDED. L�4'-0'PASY. HDIOA EX I 1 I ® llwo x 12•m W O.C. wR1TrEN 000NN%NT OF I 1 TENDON 5TRE551N6 PROLEDl1RE NOTES .... - 2: �....... ......... ... ......... ....... G01NG TNG tttt I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON ALL INFORMATION FROM :.i•,•,.•„•„:.„•••O ••••:•.•••.... i•. ..••• t )I EXPERIENCED IN THIS TYPE OF WORK:HE/SHE MUST EXERCISE CLOGS CHECK AND RI61D L•• ..I .•• ... H.,.••,•. •.{.• ,•1• 9X x I tib lcankak N/ L 1 `-I_I-- I -r , •• - •. .. H I 1 1 © ooFrluomcarvlslatTta�erG I . .. /� S CONTROL OF ALL OPERATIONS. PARTIAL FOUNDf�T I ON PLAN BASIC PLAN APPLIES TO , _ - it 2.THE STRE551H16 OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS. ALTERNATE ELEVATION N.N.OJ 1 ,la: I,p I --j -jj NpfOP I I I 3 IZ•m�•o�. ,u.Nc,,,3a�,,,� i CURED UNDER JOB SITE GONITION5,HAVE BEEN TESTED AND INDICATE THAT THE : I I I s 1J ! CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL SG/AL.Ls II4" = I'-O" •TT` ' I I : 1 b,_O• /kbs j PLAN I X-G (G/4TEC ORY II, l I I)DRANN65 OR 2000 PSI(MIN). ........:.. ......... ......... ... ......... ........... 12 O.G. 5.ALL PRE5TRE551N6 STEEL SHALL BE STRESSED BY MEANS OF 051,OR OTHER EQUAL / ..}...........:............:......... ....1... }:T:�t ---_ L- --_- -_- BXb slll :.. HYDRAULIC JACKS,EdIIPPED WITH ALGURATE READING,CALIBRATED HYDRAULIC L_-_:_-_ _;r__ J L YI---•- sl�Qs PRESSURED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. � T _ _-_ J I ---- --- 4.THE POST-TL?t5JONI-OPERATION NLL SE EO CONDUCTED THAT ACCURATE ELONGATION r ¢-- - 1a' ^ 12 m D Or,. OF THE PRC5TRE591N6 STEEL CAN BE RECORDED AND COMPARED WITH COMPUTATIONS V'iyr(°t1e t r .-- ` I I s SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER. '••Y/ • " 1 =M4 TOP ...... ....... 1 NII S.INDEPENDENT INSPECTOR TO RECORD ALL JAG FORGES AND ELONGATIONS AND 6 r ,., SUBMIT REPORTS TO t9011V15 ENGINEERING FOR STRUCTURAL EN6INEER5 APPROVAL ONLY IF :. .. +v. .. I - .- .. - a .......... .I...1. - :I r .I 3 CORleft OARS '( ., I 11 II S .9 -. . STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. - f- - 6-THE MAXIMUNt JACK NO FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 80%OF THE _ _.__ -_____ ULTIMATE FORGE OF THE TE/mON. L__-- J L-- _ I i i Y I I _ 85.0 klps). SHALL BE ANGIHORE0 AT A FORCE NOT TO EXCEED TO%OF THE ULTIMATE __ --.�. __.. _ 1 1 I 2 I �.- .. ...•••••• •• I pp T TENDONS 1 - �' Q - ! 1 � . � r I I I � 1 I _ :. ... .{....... ...L... ... �,:._...i'9 kyq }� ' RG•. I .•.._..... ..{..L..�.. ..;.. ...-.}, SOIL CIE TABLE ��� 'Rls�lov°REwv.L } x FORGE OF THE TENDON. 1 ' '. a I I' CATEGORY LOWES GRAVE THIC M-56 Z p[ (415 x.To•28.9 kps). I r.l "7 I o�ypr H I I I I I d -T = - -. II - D.THE STRESSING OPERATIONS PROCEED A5 FOLLOWS. .I_ _... _ W' '°"' I " - T1'1 I } -REMOVE GROMMETS AT THIS STRESSING ENDS:CHECK INSIDE EACH GROMMET HOLE TO 'x I'� 1 I I I I '�• 2B 1 lIL w I •' -EN'�ANT I, I r_ -... -- __.. r�.._ CATEGORY I(O<E.I.S'SO) BELO 12' 5NE/1R < O MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE:IF NOT REMOVE PASTE I __ I, _( r�_}..__.I I� I I _ �. - _ r- 1 H '+-I"�•"uG o.c t: I I (LOW E7�ANSIdU I�' WALLS ONLY J Q I I I tv i") r' 1 ;, I ) 1, h IL 1 1 1 _ o -1 LL,-I pp m FROM ANCHORAGE NTH A SGREMDRIVER ..' 1 ..... ......... .. GAT660RY II 1?31[E.I.S 90) Y- -INSERT WEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. �^•"�_ 1 h' 1 L- J - .:...('�.' .. .--...�-... .. ... .... :. .. ;-. _____.____. ......... (MEDIUM EXPMUION) 18• IS. ~ U II -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM L--__-______1_ f y�"•1P1O14^ �• - _ _ _ --------- ---------- IIIE.I. I THE EDGE OF THE SLAB. r- q - _ -STRESS THE STRAND AT 59 klPs. _-__ .....•. ---_-- :I aA M AN500 E :q•+p 7a 50) ,l THE NATO TWE HE RAM. IN THE HtGNORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO I r III I :.i ... y {.{ .. ^.. 'i% I N� ..-_ __ . ._ 4. ..... ... .... _ __. .__ -_ E We REPORT FOR SOIL CATEGORY ON A LOT TO LOT BASIS. T II _1 -MEASURE FINAL ELONGATION.RECORD ELONGATION. I I II • 9.IF INGONSISTENGIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION. _.. ___-_.. _.1 "Z I .I: ADD - O AND THE JACK __ __ !il. a� I - 'I: (2)-s4 TOP• �F Y RECALIBRATE.AN AGREEMENT OFINO WTFiIN'I%UNDER�TO%OVER SHALL BE SATISFACTORY. I __�� H - - _ (2)-»4 BOTTOM Id.10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING L-----_ j1 ............ -...... •• TOTAL(4)BARS DRAYHII•L5.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN RE--RED AND NOTED -- h a • :.• ....- ...:.. ON RAN NEED To BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWN ----- O O LU LU A y O THAT THE WE BE ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OP THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE EID THAN AT THE !__.. ...___ - -..J OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE 13-0• Y PLACING ORANN65.TENDONS EXGEEDINS 100 FEET IN LENSTH15 MAY NEED TWO-WAY I - Q STRESS INC,.1 - TI O.\ Z W '. It.PARTIAL(OR EARLY 5TRE551N6)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, V YUr W W SMALL CONSIST OF INITIALLY 9TRE591N6 SUCH DESIGNATED TENDONS TO FORGE OF 8000 `- Hill W LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLONN6 UP WITH FINAL 1 STRESSING. crs ,/� 12.ELON6ATION9 9IHOWN ARE BASED aH.'IO N ppwa.MEASURED ELONGATION-1%UNDER TO T% ALL INFORMATION FROM z l OVER IS ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT GOINIS BASIC PLAN APPLI71 TO FOUND T I ON PLAN X d ENGINEERING. `r ALTERNATE ELEVATION N.NAJ O I &O I 15.TAKE SAFETY PRECAUTIONS A5 NECESSARY;DO NOT PERMIT WORKMAN TO STAND PARTIAL 1 OUNDAT I ON PLAN BEHIND JACKS WHILE STRESSING TENDONS3. PLAN I X-� (G�T�OO RY I I I I I) '��� 1�4" - r-l7" .P�i��. r I�a" z 1'�= _ 10 u ~ STW551NS HOLES SEALING NOTES PLAN i X-� (Gr4TEGORY I I, III) U I.THE REUSABLE PLASTID 6NDMMET FORMS A HOLE 2'(INCH)DIAMETER WHICH IS TO BE APPROVED pp pp V O J FILLED AND SEALED WATER TIGHT. FOR PE P.:ctl71SSUANCE 0.0. 2.LEV51D A GUTTING TORCH,BURN OFF EXCE55 STRAND 1/2'TO S/4'BACK IN HIOLE.BE SCOTT FAZEKAS&ASSOCIATES,INC CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE HOT FLAME AND COMPLETE BY DATE pp NUMBER: 60'139 THE GUT AS,QUICKLY AS POSSIBLE. i O)ECT 5 AFTER TENDONS HAVE BEEN BURNED OFF THE CONCRETE CONTRACTOR SHALL DRYPACK These plans have been rc ewer for adherence. the aereby br codot and ordinance. Authorization Is j BLOCKO11T5 WITHIN 10 DAYS.ANON-METALLIC EPDXY MIX SHALL BE USED FOR THIS - LEAN®DATE Ob/08/04 PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 hereby granted to Issue a building permit pending ACCEPTABLE) approval by all applicable City agencies. PLOT DATE 12/I5/04 TCCHIIlr,AL PARAMETERS NOTES DEFORMED MILD REINFORGINS&RAPE 40(05 t 84)STEEL SHALL CONFORM TO ASTM The ssl ct or granting of a permitsirbased on �• X.P. ap n nl . Ih. a ..plans shall not f t construed to RIVISIONA-615CRACM 60(15 a 8106 H Fr{ c co.o a a y vic lanon r the applicable -STRAND5 SHALL CONFORM TO ASTM A-416 PROPERTIES OF T-WIRE STRAND 1/2•DIAMETER a ce. No 4.'^nit presumed to give IIILTIMATFJ 2T0 WI ��"I^late or cancel the provisions of such ���. AREA-SQUARE INCHES 155 ' l be valid. X -IF NLTIMIATE)-POUNDS 41,100s Still I / _• '-Er Psl 2D,Soo000 -MAXIMUM FORGED N pu)TO 55,D000 OVERCAME FRICTION -MAXIMUM ANCHOR FORCE(.T N Pu)25,90Oa UNIT ELONGATION PER FOOT O.O-PI'(PA POUNDS)(12 INCHES)AREA E SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER S&HWULE (fixes) SPAN AND DIRECTION OF FLOOR MENDER PER SCHEDULE WI� S p s:-0.A t�L SPAN AND DIRECTION OF DECK MEMBER PER SCHEDULESHEARv �/lJFOR PANEL TLYPPE•PAINELL EK LENSTH NOTED R TO SHEET�� 440e Campus Dove ON FRAMING t FOUNDATION PLANS. Newport Beach !r" DETAILCA 92660 DETAIL- ET N1MBeR q'-1 + AB - O eENNGINEEEK1140 GAGUILATION5 IS Newport Beach ewpo Q KEY NOTE W-SER tel 949.752.1612 � aeARING WAt,L fax 949.7525321 G, 2 g,_I:, �iP1V 11m�R rP 5g 4'-b' --.--- --\'` ® GALIFORNIA FRAMING Palm Springs i 00M ' axe iGEY NOTES tel760.323.5090 \\ 9'-1" GL6. I 4Xa 1 4xb 1 4xa \,\ O CONTINUE SHEAR PANEL THROWN WALL HUAN NGUYEN,PE. HOL -:14 :' GL6. O STRAP(G)OR AROUND OF N ABOVE RppMSIOM Ga.C-+• 3 PLYWOOD AROtO OPENINS.SAME ttPe A$ADJACENT 5/EAR PMEI.. 51MPSON 7522 FLUSH BEAM TO DROP BEAM Nr'(�1�./,�Z I ALIGN WITH STUD(5)OR P05T ABOVE t Z Z PROVIDE SOLID BLOCXINS BETNEEN FLOOR ., 3 .._. __ \1 / L, Y"•' II '-0• ©LICE OF BLOCKING W/EDEE NAIL. Nl SEE PLAN FOR MINDER OF DAYS 1 �j --� T PROVIDE SOLID BLOGKIIIG Y/E• C i I T -_y \ I \�• I O 7RIY.{W/e.N. F CAUF04 d1 MIhU 1-I 9(YLL W 9O PROVIDE 3x SILL PLATE ALL INFORMATION FROM �` -...- 8 Io UNDER CONTINUOUS LINE OF BLOCKING 1) EDGE NAIL REVISIONS BASIC PLAN APPLIES TO UNDER SHEAR WALL ABOVE W/(U C516 FART 1 AL F RAM I NC PLAN OPTIONAL PLANS N.NO) ' I *X TRUSSCONTINUOUS UOUHANS TI BY TRU55 SUPPLIER N - DATE DESCRIPTION H GONTIN101Y TIMBERSTRAND OR SPLICE PER PLAN. I 10/14/04 CLIENT REV. OPT. DEN - ------ / FRAMING SCHEDULE IIA0/04 CLIENT REV. k7 II_ 1 I 1 ;/ 2- FII-120De516NED ROOF TRUSSES.24"O.G. 1 11__ ____ 14•TJI 2W 6 I6"Or- qB1 ' " r_ STUD UNDER EACH TRU9314'TJI 280.12'O G. LOW NI. 2A _ 4,- 4 14•TJI 560•16.O.G. IB 1 5 IB PLF=160 I A 5 2 14'TJI OW•12"OL. ir . -11 J ,I2 X 10 05M JOISTS 0 16"O.C. RESTRICTIVE NOTICE 2 X 10 JOISTSYRAFTERS 16'O.G. I',. : THEWDE iaDRAWNG&MD t 2 X b ROOF JO16TS)RAFTERS.16"OZ. cOaATNGari 3 GROW,AND ALL 10 I I 2 X 6 PLOOR J015T5/RAFTERS•24"O.G. �VIhTI0SHOWN9l4 ' MIN=b-0' -- ll w� � �_ --- xI - -I° �Ls — — — ;I FRAMING NOTESI. REFER TO STRYTURA.L GENERAL NOTES AND DETAILS 5HEET5 YvrrH UT wtrrTa+cOHbB+r Or_ _ I-.__. I F.H. , [oNANTOF 2- REFER TO 5H@T SD2 FOR SHEAR WALL SCHEDULE.F.H. (5N-I t 5N-Z FOR MORE INFORMATION.f2 2S. PLYWOOD 9HEAIR WALLS CANNOT BE USED A5 PLUMBING WALLS.PL =10 4l O UNLESS APPROVED BY 6OUVIS ENGINEERING C nISULTIN5 GROUP IN"RI H 2 T'-011 -�- I • USE 91MPSON'IU5'HANGERS FOR CONNECTION OF•1'JOISTS TO � OTHER FRAMING MEMBERS Nxol. /41AqG -� � FH S D • � 5. USE 11/50-5 FOR SHEAR WALLS EXTENDING 70 ANY r-1 ' MANUFACTURED BEAM DESIGN SPEGIFIGATION5 '�fJ IB I1cc^; SD5 j w : X q Pa i I I O`5>=LOiN � _ I +:+. t L•'-3'^�GL6. p TW15s J05T Po( U w( U E 'I'-b I III •o Ttb IB I GL6, MAG MIJ_AN TIMBER RSSO D 2250 400 I.7x10 i PLF=100 bXb Xb bXb P N 12 - D rMIGROI� 2600 76S IAw Q ' N :T-O• I .mom'.. I i � a X ENO ........... a 1-0• L S�, 18 , II- A _ ._ _ PARALLAM 2g0O 2q0 2Ax10 z IL IB 5 L•"' ` ']��_+I I-.l 6' 'vQ G ALL PRE-FABRICATED 94EAR PANEL GAN BE ONE OF THE FOLLOWING J r T D 4 4 _ __ ___.____ 51MP50N STRONG SIMP50N GARGE A TJ GARAGE pp ____�.lja• ,..�$_-.__ .____ 7 WALL 7J PMEL PORTAL PORTAL 0. W O T ROOF FRAMING PLAN FLAN IX- i ! 15 (�• V� I Mk SYiZ4XD TJ24ND 5W 6%1 TJ6X7 ,n ~ W I' SCALE2 5 2 B bB - SW247A J24X9 9WI6X6 7JkXD z I iI 9W24XlO WA CJ)5WI6X7 (2hJ16X1 Q Ill 00 I II it SA HA 9G "2X6 7J52X6 (2)SW16X6 (21TJ6X6 'Z Y 7 :j SN62X4 TJ02X4 SW22XT TJ2210 O O to 5T6224 O 4X6 I 1 IL 12 __ -_ SY'62700 TJ52X10 91422Xa TJ22X6 9W46xa T;WOXb (2)SN02XT (2h'AW W J O Z X6 - •- - SHOO TJ46)4 (2)SP02xb (2)TJ22xb O LU Q O 6 _><416XIO TJ46XI0 O Lf i j W Ill U SHEAR. NALL SCHEDULE � Q QQ 1 } mQJ rV S Igq•i UNIFORM BUILDING GODS/2001 CALIFORNIA SUILDIN6 GODS 46 N d Z r A IL �+ C�.•'i FLOOR FRAM I NC PL?�N APPROVED 9/EA,N1 EDGe FIELD SHEAR SILL R C:LIP511�IG ABN�CHOR FOR PERMIT ISSUAN NAILING (NNLNG GP)ITY NAILING Owl¢L�G540y SPAGMIG O n eau Q SCOTT FAZE &ASSOCI 1L RA UO PLAN I X- soAL9 : 1/4' a Ir-0' Bro'APA a dY b db a s ro x BY DA •6'O.G 1 12'Ol.. 260 •6'D.G. •16.O C. •4b'O.G. - These plans have Deen reviewed to y a ro"0 x 12• applicable codes and ordinance. °Idun tryl{lf�n0 •4'�OL.7y 00. '� •4'04. a 12.0!'' 82'OL. hereby granted tic Issue-Sul FROJECTNRN9�. bm� ALL INFORl�I�T7dT FROM approval by all app i G/a•MA b dL D dY 'a0.6. y x 12• BASIC PLAN APPLIES TO , I on •D• 490 •B•.O.G. •10' 12.OG- mTl®HATE 06/0$/04 PARTIAL�L FR,4M I NC PLAN OPTIONAL PLANS NMLoJ The Issuance granting of a approval of these plans shall no b �. dy W dy y •a•oc. ro•m x 1r PLOT DATE I I/10/04 I Y /'��/� �iAL� 1/,4" a I'-O" Permit or approve any violation m i gl't°I •5'OD.12'O.G. 600 •B'O.G. N.N.O.) D'O.G. DMYM BY OPT. ✓� 1 )NDV/ 1 cotlea or ordinance. No permit 15 o su x r. O.D. authority to violate or cenoel the /4JY�' IS/52•IV°A 10 d! 10 d'a 'a .6•p,G, 16 O-G- REYSIOh1 BY: at r bx'a1 1 Sx sill n sodas shall be valid. (�) ToR.sd •2'04.12'O.G. Dl0 •2'OG. NrtoU t rr/ ate SHEET Ni (e)PROVIDE 51 NOMINAL OR WIDER FRAMING AT ADJOINING PANEL w ii A O.G. 1 WITH NAILS STA65':LgRED. i I X.2 - USE 55 I b' .ON MPSON STRONG WALL t HARDY N PANEL .NA JJ _ I fC (JE GOenvi ee S �p -- ----- { j I �— --- — ---I — -i' / 4�W0 Campus ache ,'ti'"0 f `, 1. �•�'= Newport 92660� _ 1 h�1 I I I I I V l � I I, i fll` IFt It I Newport Beach tel 949.7521612 -...L_�-1�-L.., -- I�I'� _�i fax 949.752.5321 I �+ --I __ r< T -III r.=_ - lw.�s'r 14._. . li I t 1 Palm Sprirtgs :. - L Ej L _ W 760.323.SO90 I V HUAN NGUYEN,RE j it Tf DW II II I I --- X ' I l � .• 4 .��4.+ / e/ .I ._.-1. �_ .. I' I.- --- --- - ----- l-- REVISIONS ' G J NO. DATE DBCNPfION ------ I lon4ioa GLIENT RLv. -- I I .I ❑ - IIAOI04 CLIENT REV. l I . I i REsnUCTM NOTICE _.._ THEM 01131%a,MAW114M pro rxoreur a Dorms tsvT�tw ALL INFORMATION FROM ALL INFORMATION FROM Gora><TRVGeitw,,seo ru PARTIAL ROOF FRAM I NC PLAN 'E" 'TM W J. j PARTIAL FLOOR FRAM I NC PLAN •�'T�TN�A I.N.H.01 PLAN I X—G scALE : 1�4" . I`-a' PLAN I X—C , v4• = I`-O" wB%ODL MNM CAN y RtatlOIXl(�.NOR wl u+r i STRl1CM1BKM Ti T . V/IIN=WIPUT181�OF Gouvis allw4 U cofaA�GROUP NP/RIfM 401N6 BKJaEl1lG ��sw fill !�,0 bi ..^, I IL1�._Ii:l. - I ---II , -------- �________ Ili J _________ II O Pt I-----:- x -------- d to li Tr� ELOVY j L a F Rif 4. r IV IL O IV I.. ..4'X14 L5L I � IL X W✓ aim ._. ._. ..._ _._. .._...._ lar Z YI W JU I �------------- -_----------- -----------------------' ! - --'4XI2 5p3--- Ixp r� =00 I 6A FOR PE 6:rI S-DANCE 4Q L"—"-- SCOTT FAZGIv1S h i.58UCIATES,INC p p � BY DATE 0.Y These plans have been reviawed for adherence to the 1 hereby ableaMstlnto es ve ordinance. bmltl n Authorization la PR NUMB6l 60-T5q y gr g permit pending T approval by all applicable City agencies. am DATE 06/08/04 ALL INFORMATION FROM The,Issuance or granting o1 a permit based on PLOT DATE II/10104 ALJ_I PLAN TiOM FROM TO ALL I��f'U`TON FRCM appoval of these plans shall not be construed to PARTIAL ROOF FRAM I NC PLAN PARTIAL FLOOR FRAM I NC PLAN PLAN APPLIES N( permit or approve any violation of the applicable DRAWN BY: Q.D. i ALTERNATE ELEVATION NN.OJ ALTERNATL B-ENAI'1011 N.N.OJ codes or ordinance. No permit presumed to give y TBY. IX-5 authority to vinlxte or cancel the provisions of such PLAN IX-5 S"'`E = 1/4" = 1'-0e PLAN IX—a saw 1/4" - Ir-0e tpdaaanallbavalid. SHEET NO.: Seele I X.3 L. SYMBOLS LEGEND FOOTING - - � DROP IN SLAB(VERIFY PRIOR TO DONSTRUGTIOrU IA - W V • iV- - ^� envineering PAD N MBER SDI IDI SDI ® 4400 Campus Drive ®% DETAIL NUMBER Newport Beach 711 - j I r —� •2 DETAIL SWrT NUMBER CA 92660 7r.- --- -- ;�i ----- --� 1----- ----- P,4D SCHEDULE Newport Beach L.1 VI N G ,y �, ----- \, ' 07�TOP✓1 --� x8�- '- i- I I 2'-0'SQ.X 12'DEEP PAD W/(2)e4 EYL tel 949.7521612 11 I 0)-a4 Bo7T. III I I fax 949.7525321 I I I ( I 1 L•4'-O PAS; I i r 1 I 1 2'-6'SQ.X 12'DEEP PAD W/(5)e4 EX I I I I I I TJ 24xb SIMr.I.I =" Palm tel 760.323.5090 --- - -- ---- �-- -----� I III I I I 2'-0.5Q.x tD•DEEP PAD w UJ ea Ex �� I I ` 1 11 1 TYR F ^� r ® -.�-J I .\`�\...)I j `, �'L� 4 2'-6'9fi.X ID'DEEP PAD YU(S)e4 EA I I I I I I �[A( I 6'-0'SQ.x ID'DEEP PAD W (5)s4 E W HUAN NGUYEN RE li L-------------J - - - - I C, i I i I �: r,� i 212'-0 - L16F'G LLG. - _ _ _ I � S'-a'Sa.X ID'DEEP PAD W/(4)e4 EYi t07FNF GJOry7! 1�r 3B1 r7 4'-0'SQ.X ID'DEEP PAD W/(4)ea E.W., 4'-6'50.X ID'DEEP PAD Wt 0)04 EYL � ALL IwoO noN PROM PARTIAL FOUNDATION PLAN BASIC PLAN APPLIES TO ALTERNATE EI-E/AnoN NN.OJ i � r------- --- -, � � FOUNDATION NOTES FOf CAUFO� I SJ'e-ALM s 1/4" 1'=G" IA LI F� I - I I I I. REFER TO SECTION DA OF SN-I SHEET FOR ALL FOUNDATION NOTES. NOV 1 /11117 PLAN2G D I 1 I I I 2, REFER TO DETAIL IS/SD-I,IatSD-I,I tSD AND 1W5D-1 FOR r' ��[ p,l I L------- - J I I INSTALLATION OF HOLDOPINS. REVISIONS SLOP; CL G. L-1 IF----- l 5. REFER TOTAB R LE BELOW FOR ANGNO BOLT SIZES AND SPADING. �M DESCRIPTION ANGFIOR DOLI IOA4/t74 CLIENT REV 5PAGIN6 IIAO/04 CLIENT REV. 1 I, i ® Sro•O r 12'•46"OZ.. ,-_r_, s/emxlrm92 oa. -J I I I 2A I I CXr n I . LIVING ______ I I 1 ...'.. R .. 5/D'O x 12'.12'OZ. � I L.:.r ,�I II F�.J I --- --- 1 1 I`- -- - -- --- -- - - 7 I q c v A. ��v t j ' S/D'm x 12•a D'O.G. II - - --- ---- ---- --J V I )WO x 12'•la'O.G. 1 - -- _ -- ------- -- I ® welticontacsw r•--------- ---- -------- - r--J �� 1 Xe I I I a I roam x 12'e16104. RESTRICTIVE NOTICE _ I 4D I w5Xa WII EMM paV-14%AN O !� T r` A. \nv. 0.- lG. Pa0PMTTOPc0UY5w _____________ romx12 •1OG oY1aLTJG L - -- --- -- W Sxa etll NttON SHOWN aorabpeary LTOAu n[csB+s ------ -- -2'a•__ 1I sloes uGuoOINNee eCO�GP"laJp®.ADD. N s4 TOP s (U4 BOTT. roO x12 a D OO. REMOMM,,ITNH�OGR CCOAtax"Nu8®1AwA.M I\ II I w sxaNII PAST roTxIs Na G wurie7iGOtBHif oP T I PHDB sA � UCC't I. aa'-0° I cooly 1 I I I A M n ALL INF,:) oN FROM i Il O - A -- I ------------- I COS PARTIAL FOUNDATION PLAN BASIC PLAN APPLIES TO SCALE : I/4" = 1'-O" I I ADD. ---- -------------- PLAN 2B 1 1 TDO' 14 _ - - 1------ ------J L-4'-O"PAST 5'-0• D'-�1• 12-D IA 7 DI !" B O � FOUNDATION PLAN n -----1 r- -------------------- PLAN 2A (FOR E.1 < 20 ONLY) scALe : 1/4" = r-o" w Qi U 0 11 rF a 1 Fr -Ir Il IL_J z O `' W�1 �ra � Q 1 1 1 L_J 1JJ -11 z 1 1 J«r W Qom 1 i z Ww-AW i o i om V Q�Q Q MIL I ------- --L �_ � a I 4 TO r -------------- -----------i Liz oE- 1 r�' �(•� '"_ r PPPROVED I r- I I t;-�"�T�•-� J 1 1-__ I r ) I II I � L C.Ji�'IPl1\_ d N I - IE '' J`'I L I SCOTT FAZEKAS$ASSOCIATES,INC Ill-as U -1 C.L'. ( / n t I FOR PCR'r7 T ISSUANCE O J +� it I i Or T. �.EDR1� SPACE I V I I .L - -�'=- - ��-'L --------i I BY P DATE�— ahese bans have been rovis_ for adherence to the MO�TNUM03L - ————————————————————————- ------ -------- ----------- -- -----------------L- herelb able codes and ordinance. Authorization (s ranted I approval by all applicable Ciry ageaciea permit Pending DAl®DATE 06/0W04 - The Issuance or PLOT DATE: 11/10/04 approval of these®ranting of a permit based on ALL IMYJRI4ATION PROM permit or Pions shall not be construed to DMWNW., T.N. approve any Jic.at'on of the applicable _ _ PARTIAL FOUNDATION PLAN e+�s1G PLAN APPLIES TO eotles ;r ortlinante NO prrybit presumed to give Y6 �' OPTKJNAL PLANS NxO� codes shell bevvalid,e or cancel the.provisions of such 50ar,PLAN APPLIES TO SGALM : 1/4• = 1'-O• PARTIAL FOUND Pn ATION PLAN OoNALPLA tu".) OPT. PATIO s"WTNO= OPT. SUITE SCAM : 1/4' = r-O• S-2. 1 I - L ,"SPECIAL Fle,P CON5TRLGTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRAWINGS-GOIlV19 ENGINEERING CALIFORNIA DOES NOT A55LM ANY LIABILITY WITH RESPECT TO THESE DIMENSIONS.`- R"GTOR SHALL VERIFY ALL FOUNDATION CONTRACTOR NTHSHALL THE SYMBOLS LEGEND ARGHITeG'fURAL DRAH'UNkSS AND NTH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE LOCATON AND SIZES OF All ANCHOR BOLTS,HOLDOwNS,EMBEDDED STRAPS AND FRAMING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ARCHITECTURAL FEATURES,SUCH A9 BUT NOT LIMITED TO MPRE5510145,%OPe5,5HELVES, II SEAcE5 AT 4' FOOTING PATIOS,PORCHES,AND STOOPS. Ix4 z31 g xgH'd •21 2X45'A =5 14' 3i 2x4 =314" ----- 2.CONTRA,-TOR SHALL VERIFY ODIC W LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO WHT-FUR 6RN-BW RED-ft1R WHT-IT WHT-BLU WHT-PNK DROP IN SLAB(VERIFY PRIOR TO CON5TRUCTION) � � FABRICATING GABLES.DOLOR CODING OF GABLES 15 ONLY TO ASSIST TENDON)PLACEMENT, AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANHGIES IN BUT NOT I - REBAR Q LIMITED TI DIMENSIONS,TENDON COUNT AND LEN&TATTENTION O COLOR CODING AND ELONGATION engineerin�l FABRICATION SHALL BE BROUGHT TO THE ATTENTION OF 60WI5 ENGINEERING PRIOR TO -'-'-' FABRICATION. Ix46'd =3 12" 5x4B'd -5 5/6" 1 ® PAD NUMBER OOAflefi`g 5. PLAN STRESSING END AND DEAD END IO TENDONS MAY BE REVERSED FROM THAT SHOVN ON WHT-FUR GRN-YEL T I THE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF t'NDS AND GENERAL TENOp( 4400 Campus Drive SUPPORT LAYOUT,SEE DETAIL CATION, HALL I). S••„_••,•,••••••• .... ......... „ ®X DETAIL N1N®ER 4.THE FLOOR SLAB AMC)FOUNDATION SHALL BE I=OLRED MONOLITHICALLY EXCEPT WieN 5HHDIM OTHERDIMENSIONS SE. ;r----.r - --1; 12 DETAIL SHEET NUMBER Newport Beach 5.DIMENSIONS ARE NOT FLWN15HED TO 91MPSON G CONY I5.IT IS THEAN RESPONSIBILITY OF CA 92660 THE GONTRAGTOR's SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS YS •••••••.•• j :•a:::-..:La . ............:......- .... .......}. ......... ••••. FOR PROPER INSTALLATION ------ - a ---- - --- --- - ---- --- Pr"1D SGHEDU 6.PROVIDE Hr5 x 24'DOHEL•24'O.G.AND 12'FROM GORIERS AT ALL GONIGRG7E I `; 1 r I - r -•. . .. 1•• -�--. •^'�-I• '! -�• -, LE L;I I r'J J I I _n (2):04 TOP 1 I Newport Beach STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS WHEN CAST INDEPENDENT OF i } -',_jf \• I x I t(2)-"4 BOTTOM I- -T. j4d(8 I PI 2'-0'SQ.X ID'THICK PAD W/(2J Ir4 EA BOTT.POST-TENSION SLAB UNLESS NOTED OTHERWISE. 1 I I I PANEL 7W.T I M I i��, c r- j tel 949.752.1612 1.ADMIXTURES IN CONCRETE MIX CONTAINING GALLIUM GNLORIDES SHALL NOT BE USED. I 6.REQUIREMENTS FOR PRE-SATURATION OF SUBGRAM SOILS AND DAYLIGHT SATBPGK OF I: '...PANEL.(d).BARS......y. ..1. I' 1.I � T ...... .. F2 2'-6'SO.X ID'THICK PAD YV(3)•4 Er+.Bprr. fax 949.7525321 j EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH SOIL REPORT I I :•I•"""'%..................:...:............ �. L/,I..l. ...... ....I.. .. ........... .......�. RECOMMENDATIONS. I I -.---�-- -- - ---J I ! I'rIO••:• T�/R 9.ROOF/FLOOR FRAMING,AND/OR HEAVY CONSSTRLUCTION LOADS ARE STRICTLY 1 ; - - II 1 PROHIBITED TO BE IMPOSED ON 5LAB5 PRIOR TO STRESSING.BEGIN WALL FRAMING S '1 : 1_.._� I P5 S'-0"SQ.X 16'THICK PAD W/(4)"s EY(BOTT. PdIHTI S --------------`------ T :I I I te1760.3235090 DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.0 PSI 51RENGHT. I I .__..____.__ __. -_-. -_ .__ _- 10.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,CONCRETE -'\ •7 '.--1 µ 5'-6"SQ.X I6"THICK PAD W/(4)"S EJN.BOTT. PLACEMENT AND STRESSING Or P05T TEN51ON TENDONS. I I I "J I .....................G. ly ( �• 1 �f�)14'r /-1�,� i - :.1...........i. %' ? .,2�. .......... ...........y..i.... j...I. 7. ....... HUAN NG I It.FINISH TRADE AROUND THE PERIMETER OF P05T TENSION SLAB SHALL BE GOIBTRIKTED L- -��----4--- __.___- __ __.__-_.._.__-.__ I :_�(I\)� _ J-qy,,�. -O F5 4'-0'SQ.X 16'THICK PAD W/f5)Ir5 E.W.BOTT. UYEN E. S"THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB, t- 212' ' {... 12-ALL SITE AND PAD PREPARAT10N1, AS M LIMITED TO GRADING COMPACTION OF 1 L •• q�• I P THE FILL,PRE-5ATURA.TION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE •I .G to(- iL� _ I 4'-b'SA-X I6•THICK PAD W/(5)"5 EH BOTT. 41 PERFORMED IN ACCORDANCE WITH THE 50ILS ENGINEERS RECOMMENDATIONS AND '� 1 RRpFES$ION k INCLUDED IN THE SOILS REPORT. { :..............:.ri••.) ...... I S-0 SSO.X 18 THICK PAD JV(5)"s rA BOTT. IS.A MINMlN4 OF THREE(5)GYLINDERS/SLAB SHALL BE TAKEN TO DETERMINE CONCRETE I••••••••••••!..............:..............:................ .1.... �-...�... ..... ........... ........ 2 G+ STRENGTH. 3 • ; ; i i I W £ TE N INSTALLATION 1 I } :;,;I..(_ -•I ! P 5'-6'SQ.X IO"THICK PAD W/(6)5 EY(.BOTr 3 I.BULKHEAD 0Y LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON - ALL INFORMATION FROM I ,g• t THE STRAND PLAN.(NOTE BULKHEAD DOES NOT HAVE T BRACED LATERALLY.THERE 15 P?�RT 114L P.T. FOUND/4T I ON PLAN BASIC PLAN°.PP`I`-�TO POST TENSION NOTES *' p �) P NO TENSION d(THE!TENDONS UNTIL AFTER THE CONCRETE IS POURED). ALTERNATE ELEVATION N.N.OJ V 1 T- 2.MARK LOCATION OF INDIVIDUAL ANCHORAGES ON EACH SIDE OF BUNDLE CENTERLINE I i � - -- �----- --- -F1 I A2 •. .............................................................. .. .. D PER DETAIL(4/PT-1)AND DRILL A S/4"DIAMETER HOLE IN BULKHEAD UNLESS NOTED //'' SCALE: I/4" - I'-O" (: : : ••U •• •.•••••. .... .• •••.......I. U PLAN 2 G (G?�TE L/O RY I) - I - `- - _- _ •1 _ 1. SEE SHEET PT-I FOR STRUCTURAL DESIGN NOTES AND TECHNICAL r. --�-- OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN •.�. 4;Or.... .....:...... .: r cnuFp RACE. •. PARAMETERS.5eQ POST TENSION DESIGN PLANS FOR SPECIAL S.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER 1" ---- J t. 'CV\ - CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION 111 DIRECTION REFERRING TO THE PLAN 5ELEGT INDIVIDUAL COLOR-CODED COILS OF STRAND I V.'I I l.,I` I•`I - r. I e O NOTES,CONCRETE PLACEMENT NOTES,TENDON STRE55INS REVISIONS AND UNROLL THEM IN PLACE.BEG AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16" :I SL(_)1-:'•G C.:i_G, ; : I �• I uT PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES. OF STRAND MUST PASS THE BULKHEAD AT EACH STRESSING END. •....... ................................. .... - c„Z, STRESSSING HOLES 5EALING NOTES. ...........v. `H� 140. _ I ........ ......... ....... .........I.:. i- Q DATE DBCRIPTION A41o41 CLIENT :,.I....:.::. . 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCNOR•a WITH 2 NAILS ; ; 1 ;•••, ryA X 2. VERIFY WITH ARC.HITEGTTURAL(AND STRUCTURAL IF BY OTHERS) TIGHT TO THE BULKHEAD.Ibdb RIND SHANK RECOMMENDED. Ii w • I' DRAWINIGB ORA L�DIN410 W+ON S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY I I/2'FROM BULKHEAD SUPPORT 50 I - F THAT THE GeNreRLINE OF THE ANCHORAGES 15 APPROXIMATELY 5 1/2"BELOW TOP OF -_1 : ••9B••: ADD��T TOP I 1 \ ' FOUND PL REFER O IAt IAO/04 CLIENT REV. J DESIGN :I _ Q ARCHITECTURAL(MID STRUCTURAL IF BY OTHERS)DRAWINGS FOR SLAB. - I - U�b. N STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY b'INSIDE THE BULKHEAD. Ii'•••••••••• ..............•.•••••••••••••••?•••.....I�.t^9 LTf -..TV:.. .......... .......... ........... ........ O ION NOT 5H04N ON POST-TEN510NED ALREMAI I� N5 DO NOT REMOVE 6REA5E.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANGHHOR 1 _ _ _- _. THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED r -------- I :I j C (.1• B ..I• '✓. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) I - .g.. ..{... HSrCAiP1El2 BARS DRAYUNS FOR ANCHOR BOLT,NOLDOW(GALLOU7 INFORMATION AND T.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. I I- V I`}C7 I I I I ; : L\s,''"'y p I r1 r t I I SHEAR WALL LOCATIONS. PLACE SUPPORTS AT GABLE INTERSEGTION5 AHD TIE THE STRANDS TOGETHER. I I I -.- +. ._ _ R : I h I ill 8.CHECK STRANDS FOR TEARS IN PLASTIC MAPPING AND REWRAP.ALL TEARS IN r 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPADING. WRAPPIN5 12"OR LONGER SHALL BE REPAIRED. F\I %�l��" I 9.TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO Be I 1 I V :.I .'..........:.............:..... ..... : _ - - I S. REFER TO DETAILS 15/PT•1,16/PT-I,11/PT-I AND I6/PT-1 FOR UNBOWED AND PREVENT INTRUSION OF CEMENT PASTE OR L059 OF COATING MATERIALS I I I- -- ... ••••••.••. ..... ........... INSTALLATION • .. .....:. .. DURING CONCRETE PLACEMENT. i I -- --.-. -----J - F - • OF HHOLDOY0/9 TENDON 9TRE55ING PREPARATION NOTES I - o o 1 ASPACIN BOI_7 _ -CHECK ---_----- -- - _- - -- ---- - - " -_-- -' '-0_ 1 9 CII •� •%' L I I I WIPE SPACING RESTRICTIVE NOTICE 2.CHECK INSIDE EACH POCKET HOLE,MAKING SURE,THAT EXPOSED PORTION OF ANGHORAfae 15 CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A I I I �............:....... .....:. ......... TF T ... - I - T/�GBIGlq IMANTJT4.ANP SCRAPER OR SrREYDRIVER. L- --_--J '•'-%1DD•(`1')-k1{'i'bP•••......... .....• ••••••••••••• ••""'•1• svrtlnuTHONS AWE THE Hxa„m ------- _ I } }1 A SAW41 x.12'6 46'O.C. S.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. I L_ _ _ _ _ __ __ ( ADD('3)-R4 TOP (•� ?;;. RE-ENTRANT "10Mn OFGouvs IRUG►I�IING I T c1.. 1 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT _ - RE-ENTRA.NT I cpgA ,�qp�,� 1 CORNER BARS i mr+loe(TwTo,Tu"Eome-m DIMENSION FROM THE EDGE OF THE SLAG.A YELLOW CRAYON AND A WOODEN CARPENTERS __ __ .___-.. __ -j CORNER BARS A S/0'O x 12'•92"O.G. .I RULE ARE RECOMMENDED. reNDON STRe591N6 FtTl OR teE NOTES ,•.•,,,,,,,• .... .. . A T.. ; 5romx12 •12 oc I� t,i Ji.;.(r� .............. ...�......... ......... I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON , sTxuCnl�eE'CAN Is 0oftlEd.NM�AT EXPERIENCED IN THIS TYPE OF WORK;HE/SHE MUST EXERCISE CLOSE CHECK AND RIGID •• IURT CCH I1HB( J�-i Ct_�+ ® ; t`1_..\ 1 - ?)-04 TOP Tt 1 vrtnavrwtvnaH coNm(ra 1 a'_,.)•' �. -` (. m+/5 z I„.I6'Or- GOUM e(cr-r�rlrw coraxnNc CONTROL of ALL OPERATIONS. �Ti_,..�•t, _�.. i I. a-o•PAsr Q :1 I g 4-0• 8 y.� I ® carlcXregs ceour 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, ALL INFORMATION FROM - I I 1 TOTDALE(41 I GORED IRDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE BASIC PLAN APPLIES M ' CONCRETE IN THE MEMBER HAS ATTAINED THE STRENGTH GALLED FOR ON THE STRUCTURAL PARTIAL P.T. FOUND T I ON PLAN •••'•••'•�' - ""......'•'-"" •••• DRAWINGS OR 2C•00 p.l(MIND. I _.-.-.- .-- ............. -- ------ 16 O ALTERNATE ELEVATION NN.OJ :'1' •. •• .`'.0 -T-. .........•............. ;TOIp..l.✓SXti min 6 cowsHaHG►®IING •C corHsvLnHHTTaGII�]aoH 3.ALL PRESTRESSING STEEL SHALL BE STRESSED BY MEANS OF p51,OR OTHER Ed/AL - HYDRAULIC JACKS,EQUIPPED NTH ACCURATE READING,CALIBRATED HYDRAULIC SCALE 1/4" = 1'-0" I 1 I2ACV •wx�e°THICK ---- ----- --------- " PRESSURED GAUGES.A CALIBRATION CHART SHALL AGOOMPANY EACH JACK. PLAN 25 (G)4TEG ORY 1)TEN5 -- -- ---- -----; -- ---- -. ..- --- -- 4 OF THEPPRE5MESSINNG STEEL CAN BE LRECORDED AND MPARFD WCOMPUTATIONSATON I I' (2)-"4 TOP t 5, r 5 4.THE 6.8. 4 a S/' '2' 12 O I"---� - --' .......... 2)-"4 Born. '-- - ---- -- ------ s-9• W q1aoo - X6 • L -. -_(( x SUBMITTED AND APPROVep BY THE STRUCTURAL ENGINEER ••••••..•....•.•. •••••••... L-4'-O"PAST - PHDg Ey}�,��l z 12' 0'O.G. S.INDEPENDENT INSPECTOR TO RECORD ALL JAGKINI6 FORCES AND ELONGATIONS AND -• --�--- TOTAL(41 BARS s IM/BX6 NII SUBMIT REPORTS TO 60UVI9 ENIGIhEERIN6 FOR STRUCTURAL ET(61FEER5 APPROVAL ONLY IF : I� STRESSED TENDON ELONGATION F_XGEEDS TOLERANCE. b.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF THE 12-6 1 ULTIMATE FORGE OP T- TENDON. TABLE /'•1 I r II II (41.5 x AO•55.0 kip.). "r T 1.RCZ OF SHALL BE ANCHORED AT A FORGE NOT TO EXCEED TO%OF THE ULTIMATE 25 FORGE OF THE TENDON (41.5 x.10 20.9 kip.). 6.THE STRESSING OPERATIONS PROCEED AS FOLLOHLS� 1 ''.AIL� EXTERIOR INTERIOR IL Q FOOTING EmBEDwNT RIB OVERALL -REMOVE GROMMETS AT THE STRESSING ENDS;GHEGK INSIDE AST GROMMET HALE TO CATE6�Y BELOW LOl GRADE THIGKlE56 Z 1 �0.,.• HO,.. CATEGORY I(O<E.I.S 50) 70 SHEAR MAKE SURE THAT THEE BY SIM,BY ARE FREE FROM CEMENT PASTA,IF NOT REMOVE PASTE POST TENSION I OUNPAT I ON PLAN - FROM ANCHORAGE WITH A SGREYDRIVER. Ig (UAW EXPANSION) I2' Y)ALL$0l�Y �pJ 0-INSERT PAINT MA SIDE BY BADE,BY HAND INTO LAB ERPGE. -- - --- CATEGORY II($I<E.I.S 9DJ to Q -PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM SCALE r I/4" = I'-0" IO' 16' X THE EDGE OF THE SLAB. ---- ---- --------------------.-1 PL)�4N 2� (G lRTEGORY I) R•S311UM EXPANsIoW �l U U -STRESS THE STRAND AT 55 kip". 1 r CATEGORY III(91 c E.I.S ISO) Z -SEAT THE CADGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO I I 1 (HIGH E�AN510N) 24' 24' Q W W THE RAM. I I I I9 = Q -REMOVE THE RAM, MEAD 11tE FINAL ELONGATION,RECORD ELONGATION. I I i TI _ 9.IF INCONSISTENCIES BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION I I NOre' FE AND THE JACK GUAGE READING OCCM,THE JACK-GUAGE-PUMP UNIT SHALL BE SEE SOILS REPORT FOR SOIL CATEGORY ON A LOT TO LOT BASIS, REGALBRATE.AN AGREEMENT OF WTHIN Ts UNDER TO-I%OVER SHALL BE SATISFACTORY. I I ?.._.. C.•!_> I - Q Q W 1 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING I I I r -�----- Z DRAWINGS.TENDONS THAT ARE STRE55FD FROM BOTH ENDS WEN REQUIRED AND NOTED I --- W ON PLAN NEED E BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOWNICY THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF _ I F� IpJ----- _L�I PI O O THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE 4LJ _)- OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION ..ON THE PLACING DRAWINGS.TENDONS EXCEEDING TOO FEET IN LENGTHS MAY NEED TYD-WAY I I I I W STRESSING.) 1 W Q�j II.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHAM REQUIRED AND NOTED ON PLAN, I 19 1-� I9 EEYTE� SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORCE OF 0000 Q I TI I I I I 1 O W I j W W 1-5 AT(2 H AYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP WITH FINAL I Y 12.ELONGATIONS 5HOM ARE BASED ON.10 1 pu MEASURED ELONGATION 1%UNDER TO Tie I I I I I OVER 15 ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT 60WIS o�'.-.1" �� S• - - - 4 V,ENGINEERING. 1 I 1 1 IS.TAKE SAFETY PRECAUTIONG AS NECESSARY;DO NOT PERMIT WORKMAN TO STAND BEHIND JACK5 WHILE STRESSING TENDONS. TO STRESB1Nl5 HIOl-ES SEALING NOTES 'r T, �.L( LI .J I ------( ----- ---------- 1 �Z �H 1.THE AND SLE PLASTIC GROMMET FORMS A HOLE 2'0"DIAMETER WHICH 15 TO BE I I `O•V' I 1 J i / �_)rU I "J 1.J I L-- I_,I•) �I�rat I..� 1 �E)•� 1 _FILLED AND SEAS FnWATERTIGHT " "L C: I ! .-l�'T n (��p� �r T' / APPROVED2.MN6 A GUTTINGTORCH,BURN OFF EXGE55 STRAND 1/2"TO 5/4'BACK IN HOLE•BE I ! f I , I I } } - { ' I- I C i %f IV^ ;:U fJ:'1,1^ I _ FOR PERI'r!IT ISSUANCE O OJ CAREFUL NOT TO DIRELY FLAME ON GRIPPERS.USE A LARGE NOT FLAME AND COMPLETE I I _.. . -- ----- - i - I SCOTT FAZEKAS&ASSOCIATES,INC 0. U THE GUT A5 QUICKLY A5 POSSIBLE. .. ..__..__.. ___.__. -.-� BY DATE S AFTER TENDONS HAVE BEEN BURNED OFF THE GONGREre CONTRACTOR SHALL DRYPAGK I These plans have been reviewetl for adherence to the PROJECT NRUMBBI: 60?39 B+)RIPO .( WITHIN 10 DAYS.A NON-METALLIC EPDXY MIX SHALL BE USED FOR THIS -___..----- ___------ __- -._ __-_. applicable codes and ordi-d for dhere C.10 is PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS DEMENT TO ONE PART SAND IS ACCEPTABLE). se eby grained to issue a bu Iding permit pending ISSt)®DAIE Ob/Ob/04 epp oval by all applicable City agonies. PLOT DAM 12/15/04 TECHNICAL PARAMETERS NOTES PARTIAL PARTIAL granting of a „ -DEFORMED MILD REINFORCING GRADE 40("S t"4)STEEL SMALL CONFORM TO A57M ALL INFORMATION PROM All C,PLA4AT1011 FROM sop a f Ihes PI .1 I nciPermit sat o�, I, DRAWN BY: T.N. A�ISGRADE 60 f"S t&66ERU _ ne ' t o-ecu -PROPER SHALL CONFORM AN 1/2'DIAM P.T. FOUND)4T1ON PLAN BASIC.PLAN APPLIES T° P.T. FOUNDATION PLAN BASIC PLAN APPLIES ;,ii�,�ee ��,• P P'the.H ,. .:,:..;:, R�DN BY: -PRpOvPERTIES OF)-WIRE STRAND I/2"DIAMETER OPTIONAL R.MY NNAJ OPTIONAL PLANS NNAJr'I:,.o violate or car,ca,the o C AREA Sfi1AR�E IN�G0E51.I55 SCALE V4' = I'-O' WALE 1/4" s I'-O" as be Vaud. pr vl"lons of Sur F NLTIMATE)-POUNDS al'J000 OPT. SUITE OPT. PATIO SI4EEr NO.: -Es-P.1 26¢OO`000( I -MAXIMUM PORCE(D T pv)TO 55p000 OVERCAME FRICTION S 2• I A I -MAXIMUM ANGHIOR FORGE(.1 T pu)26,90p -UNIT ELONGATION PER FOOT 0.019"(PA POUNDS)02 INCHES)AREA E mmm� SPECIAL FIELD CONSTRUCTION NOTES I.FOUPNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL DRAWINGS.GOUVI5 ENGINEERING CALIFORNIA DOES NOT A55U E ANY LIABILITY KITH RESPECT TO THESE SYMBOLS LEGEND DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMEN51ON5 WITH THE ARCHITECTURAL DRAWIN55 AND WITH FIELD CONDITIONS.CONTRACTOR-SHALL VERIFY THE LOCATION AND SIZES OF All ANCHOR BOLTS,HOLDOWNS,EMBEDDED STRAPS AND FRAMING II AT 4' FOOTING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL ----- ARCHITEGTURAL FEA7URE5,SUCH AS BUT NOT LIMITED TO DEPRE55101,15,SLOPES,SHELVES, PATIOS.PORCHES,AND STOOPS. I x46'A = I Sc49'A =5 5/4' x =2 7 2 x45' • 14' x4 2x45'A _ 2.CONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGT/{5 PRIOR TO WHT-PUR GRWEILU RED-R)R MT-PNK WHT-BLU WHT-PNK ' DROP IN SLAB(VERIFY PRIOR TO GONSTWK.TIONI ��/'�■T��/7��C V V V ♦ iV FABRICATING GABLES.COLOR CODING OF GABLES 15 ONLY TO ASSIST TENDON PLACEMENT, AND MAY BE REVISED AT THE GONTRAGTORB OPTION,ANY D19GREPANGIES IN BUT NOT TI ------- REBAR LIMITED TO,DIMENSIONS,TENDON COUNT AND LENOTH'5,COLOR CODING,AND ELONGATION DESIGNATION SHALL Be BROUBXT TO THE ATTENTION OF GOUVIS ENGINEERING PRIOR TO FABRICATION. Ix46'A =3 I Sx46A =3 5/6' I I TT, 5.STRESSINGEND AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ONTHE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TENDON GRIN-YEL 4400 Campus Drive SUPPORT LAYOUT,SEE DETAIL(4/PT-1),(SIFT-I). ............... .... ....... X® DETAIL NIMBER Newport Beach 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT WHEN - :I-----'--�- ••-,, 2• DETAIL SHEET NMBER CA 92660 SWOON OTHERWISE. 5.DIMEN510i ARE NOT PURNI5HED TO SIM-50N HOLDOWI9.IT 15 THE RESPONSIBILITY OF ..J........................__,_ L _ I, -_ - THE CONTRACTOR'S SUPERINTENDENT.THE FRAMING CONTRACTOR AND THE COrNGRFTF :•••............:. ... .. ........... ....... .. CONTRACTOR TO UPDATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS I- _-__-_-_ - I I I rr,, AP SCHEDULENewport Beach FOR PROPER IN5TALLATION. I I\/ I r IPb.PROVIDE s5 x 24'DOWEL o 24'OC.AND @'FRDM LORHERS AT ALL CONCRETE I ` ° '�''1 I: I : ADD(7)' 4 TOP ; •• - 11STOOPS PORCHES,PATIOS AND OTHER ATTACH-ENTS WHEN CAST INDEPENDENT OF11 I 1 !(2}rlBOTTOM -'T 24x8 SIM .)-(': I 1 Z'-O•SQ.X ID'THICK PAD W/(y rW EYL BOTT. tel 949.752.1612 POST-TENSION SLAB UNLESS NOTED OTHERWISE. : I ,; I :I L•4'-O BABr I N I �� I - I fax 949.752.5321 ,.ADMIXTURES IN CONCRETE MIX CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. I PANEL P.)W. I'T ; $ 2'-6'90.X ID'THICK PAD W/C3)e4 E.K.BOTT. .1 •1...TOTAL.(V.BAAS......:..i..1.`J' ..:....1.11.l..l.._;.... ...I.. .. ............................J. .. ........................................ . ..{ 8.REQUIREMENTS FOR PRE-SATURATION OF 5UBGRADE SOILS AND DAYLIGHT SETBACK OF 1 I' 1 -I I I N 7 /..� EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH 501E REPORT --- _--__-_J L-_---------JI;R 1 I I 5-0 5Q X 18 THICK PAD W/(4)•s EYN BOTT Palm Springs RECOMMENDATIONS. 14.Roo�F�LDooR eE lrmi o�SED /�SLwPRIOR TO 7RE�SSLINGOBGIAREWSLTRICFR MINDS r---- --------1 -.---- _-------------------__ I :I I •I LL R A� -I s-6 Sa.x16 THICK PAD MY(4)MS EYL BOTT. te1760.323.5090 �.: I I n PROHIBITED TO ON DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 P51 STRENGTT. _ I I L-. -�.�J " 10.SPECIAL INSPECTION 15 REQUIRED FOR THE TENDOI<INSTALLATION,CONCRETE I 7 I: :I.......... : '+�.�r' ......... ........._.j..i..J...l.....i.......:... .......... ...1.. )I `.'.J. HUAN NGUYEN PE ................ PLACEMENT AND STRESSING,OF POST TENSION TENDONS. --J; ----rC•P yI' V ` F9 4'-0'S0.X Ib'THICK PAD YY(S)e5 EYL BOTT. . II.FINISH GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE GONSTPEIGTFO L- ___.r- __._ _ -. L---t- �\L MVP; ---- ----�-(J L-�,�--- -----_J - -- I• SUCH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. : _l T'I r ----� ----� ...r......` .{- 12.ALL SITE AND PAD PREPARATION,SUCH A5 BUT LIMITED TO GRADING,COMPACTION OF ••i-----iSsLc'1r+•(. K}.� -�'-- ,� -Y------ ----- �`--� PO 4'-0'SQ.x 16•THICK PAD W(5)e5 Ex BOTT. QtpOFE55)04,A THE FILL,PRE-5ATURATION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE - -- - PERFORMED IN AUgRDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND 12 i H : i .I. I I- 9 I 5'-0'SQ X 16'THICK PAD VV(5)rl5 EYN BOTT V&�Jr'N NC'UI'`F INCLUDED IN T}E 50{LS REPORT. I : ........I :I ...4..I:. I r..... ........ I 5 ye ......... ................... ...... 15.A MINI OF THREE(5)GYLINDER5/5LAB SHALL BE TAKEN TO DETERMINE CONCRETE """''' "' 1I"' 'Z 't W STRENGTH. I Ll 2 I i I ,, ) ;,I .'I 1 5'-6"90.X ID"THICK PAD W/(6)05 E.K.BOTT. Z TENDON AND ANCHORAGE INSTALLATION NOTES I I "I Is I * p• 07 # I.BULKHEAD BY LOGATIN5 THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON ALL INFORMATION FROM THE STRAND PLAN.(NOTE BULKHEAD DOES NOT HAVE TO Be BRACED LATERALLY,THERE 15 BASIC PLAN APPLIES TO I. I - I -J I POST TENSION NOTES. NO TEN51ON ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). ALTERNATE ELEVATION NN.0) I1 .. - Q I Ear CAL\40�� PRTI)4L P.T. FOUNDATION PLAN 2.MARK LOCATION OF INDIVIDUAL PNCh10RKE5 ON EACH SIDE OF BUNDLE CENTERLINE _ , I I1..............�•. LIF •t•••�•••• •••. - •.I .•...•• .....J J I. SEE SHEET PT-1 FOR 97RUG7URAL DESIGN NOTES AND TECHNICAL SCALE II4" - I'-O' - o FEN.DETAIL(0 NOT AND DRILL A 5/4'DIAMETER HOLE IN DULKHEAV UNLESS NOTED PLAN 2 G (G�T�C-�ORY I I I I I) I- I '-T'- �' I I PARAMETERS.`SEE POST TENSION DESIGN PLANS FOR SPECIAL OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDOW.NOTBP ARE IN U TI al CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION MACE. U-�( T�-Ie�- ---J :L----�- J L---^-- - �-) `---- - --J PREPARATION REVISIONS 5.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER V,.I I (�.r •J - O NOTES,CONCRETE PLACEMENT NOTES,TENDON STRE551NG DIRE C710N.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND 1"I-T;�'jT ^. �T -1 T----;. ----I a 4 g7RE551NGHOLE5 SEALIN6NNOTET5 E991N6 PROCEDURE NOTES, AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16" I:........ ........ ........... I..;I.............:.. ..; ......J: ....... B ..... ..........I.:. i-OC H- O DATE DESCRIPTION OF STRAND MUST PASS THE BULKHEAD AT EACH STRF551NG END. I : I 'I I I ..T I; z B 4; 2. VERIFY WITH ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS) NO. 10/14/04 CLIENT REV. j.. 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANCHORS WITH 2 NAILS •-•• o N DESIGN DRAWITN&5 FOR ALL DIMEN51ON5 SHOWN ON TIGHT TO THE BULKHEAD.I"'a RIND SHANK RECOMMENDED. pO9T-TENSIONED FOUNDATION PLANS AND REFER TO II/10/04 CLIENT REV. S.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY 1 I/2'FROM BULKHEAD SUPPORT 50 :I I :I -T� 9 I I ADD f2)-M4 TOP I' Q ARCHITECTURAL(AND STRUCTURAL IF BY OTHERS)DRAWINGS FOR THAT THE CENTERLINE Q THE.4NC,FNORA6E5 IS APPROXIMATELY 5 I/2'BELOW TOP OF T I ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED - SLAB. ; FOUNDATION RAMS. 6.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY 6"INSIDE THE BULKHEAD. I,...'..... ........ ............Lit.............i.. .... ..L� .....I. ........ .............. {I .......... v ... O DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE - I I :I " I L(i.I. ,•••I•• 1 ; ....�. 5. VERIFY KITH AROHITEGTN2AL(AND STRUGNRAL IF BY OTHERS) THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED I --___---- N I S '-5' ARS U DRAWINS FOR ANCHOR BOLT,HIOLDOWN GALLOVT INFORMATION AND B J :l I I SHEAR WALL LOCATIONS. 7.5TRASHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OB�'TRIIGTIONS. I L_I V I I'I L,> I .F I I I '- -i-- .- - R / 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPADING. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. I ..•, I I - I J71�7� I I I :I RLH. + 8.GHECIC STRANDS FOR TEARS IN PLASTIC WRAPPING AND REVRAP.ALL TEARS IN I ✓ I�- -_ -_ -_ _ I I I- r 1 I I 5. REFER TO DETAILS IS/Pr-I,16/PT-1,I,/FT-1 AND O/PT-1 FOR WRAPPING 12"OR LONGER SHALL BE REPAIRED. 1 - I I I l ............. .,-... .... .. ^;... INSTALLATION OF HO.DOHNN9. 9.TENDON PLASTIC WRAPPIN65HALL EE CONTINUOUS OVER ENTIRE LENGTH TO EE 1 I I i J •:L----;--- --- ...J...L' --:..- - -- _ _- ---- -]"'L- -----'---�J' UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR L095 OF COATING MAT�IAL9 DURING CONCRETE PLACEMENT L-------------J ----- -- -- ------J L-----------J - -- SHEAR----}, - ----- ---�IANGWR BOLT APIEL RESTRICTWE NOTICE MZFAKATION NO T---------------I O 0�-- --- ---------.----_--�� L� �;I ; j r 9 ,�!f•• I P OSPAciNG THHSe oarm oaAw.xazNo I.REMOVE POCKET P°ORMERTHAT .. ..... ......:........-.........•.I..{ .r.h I..L. ................. I,• .:... ..... ........................ ..•:I• srsnx'ATIala Aas THE ocallYNs I 2.CHOR INS15 CLEAR POCK ET HOLE.MAENT PAT HAS INTRUDED PORTION OF L____---- ----J I ADD(1)-0,4 TOP ( 1� t._II^}1F'<.a �I ADD(2)-I!4 TOP �• •••••..... .......... ... I ©.S/6 2 •46'O.G. xT � ANCHORAGE 19 CLEAR.IF A FILM OF CEMENT PASTE fU5 INTRUDED,REMOVE IT KITH A I +, - SCRAPER OR SCREWDRIVER. `.,'. 5.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE. l_ - __ __ ._. _- _. _. _. RE-EN TRANT 1 _ RE-ENTRAIfT I L. I S/b'O x 12'0152'.00. M•OIIHNTION SIgWN6 4.RUT A CRAYON MARK ON THE STRAND AT TIE E06E OF THE SLAB,OR AT A CONSTANT 1 I L DIMENSION FROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS '- - __ -. __ _.. _ -_U i CORNER 1 CORNER BARS I I I ® Aa6 tNDNo palrTangE RULE ARE RECOMMENDED. !___._ ._.-___._ .......-- -- - - P ,NOR CAN AM � I 5/b'O x 12'0 12'Or- CAN aE Cpl® OR :I : _ •: seaootx� I I 12'-6' / ; .. .�,A.. . ...• ..T.. .. .......... .. ...ADD.........:. .......J. slwnLaa ea taxr nlaMt THle< U ....4... ...I...I.. (2)-rr 4 TOP x 1 S/b'O x 12'a WOG.� reNrJON STRESSING PROCEDURE MNOreS � ; ........... I� �'�...i.... � vvltHraNrwameNrnHrseNror I.THE STRESSING OPERATION M15T BE UNDER THE IMMEDIATE CONTROL OF A PERSON - I �" " r I i ,,.(�' '. (2)-%4 BOTT 5 "O.W e I 'O.G. `'a •+a xTMa EXPERIENCED IN TH15 TYPE OF WORK,HE/SHE MU=T EXERCISE CLOSE CHECK AND RICH " - J;_.I LI�� I q l':+" I I L=4'-O•PA5T I ® /3X yIII YI,16*0 . CONTROL OF ALL OPERATIONS. 4 �. °}4'-p" I I PHDS El`L 1 fOn6t'CLet _I j �TiJ is%Q L Ci. AL(I 2.THE STRE551NG OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, _ I TOT 4 B: I cwaULnNC Owrlr ion ALL INFORMATION FROM CURED UNDER JOB SITE CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT THE L--- ---------J - /b'O x 12'O I6'O.G. Au alcHn7 ruaav® CONCRETE IN THE MEMBER HAS ATTANED THE STRENGTH GALLED FOR ON THE STRIIGTURAL BASIC PLAN APPLIES TO 0 --� -- -•-•-._--- -.--J•• L---•--•---.� _J ,�,w/5x6 siu 1 PARTIAL P.T. FOUNDATION PLAN ALTERNATE ELEVATION A'NO) _""' ""' "" �•� - -v - -= pRAWIN65 OR 2000 psI(MIND. -- ..-- r.. .. 5.ALL FIRM TRE551M16 STEEL SHALL BE 5TRMWII BY MElNS Or D5I,OR OTHER EQUAL __..-____- ...._...__.- ____.. (- 1 ADD ------ ----- - - HYDRAULIC JACKS.EQUIPPED WITH ACCURATE READING,CALIBRATED HYDRAULIC SCALE II4" = I'-O" I I 12•WXIb'THIGK - - -'-- - /SY x 12• 12•ot. PRES"SIIRED 6AUSe5.A CALIBRATION CHART SHALL A.C.COhPANY EACH JACK. PLAN 2 B (G�TEC ORY I I I I I) I I .1as. 4.THE POST-TENSIONING OPERATION WLL EE 50 GONWCTF_p THAT ACCNIRATE ELONGATION 6.8.YU 14 4 d SX6 sill / L--- J (2)-+4 TOP NI 5'-O° 5'-9' r'< OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED KITH COMFUTATION.S - (2)-O4 SUBMITTED AND APPROVED BY THE STRUCTURAL ENGINEER • a .••... -•..••• •••••••••••••: L '-0''- 5 b'O x:12INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS AND SUBMIT REPORTS TO GOUVIS ENGINEERING FOR STRUCTURAL ENGINEER'S APPROVAL ONLY IF - - - STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. 6.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF THE - ULTIMATE FORGE OF THE TENDON. " I _ TABLE II/�II - - (413 x.60.55.0 kips). a T U �'1 7.TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 10%OF THE ULTIMATE Z FORGE of THE TENDON. EXTERIOR FOOTIBELC LOrE5T$BADE IRISTHI O E R Z : - (413 x.,o•26.9 kips). I 901E'31E _ FOOTING EP4�NENT RIB OVERALL � Q 5.THE STRESSING OPERATIONS PROCEED AS FOLLOWS, i CATEFTDRY O REMOVE GROMMETS AT TFE STRE5AREof ENDS:CHECK INSIDE EACH GROMMET HOLE TO I 15' POST TENSION FOUNDP�T I ON PLAN E.L S 50) 12' fj�2jgLL5 ONLY W IL MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE;IF NOT REMOVE PASTE - tb FROM ANGIORA6E KITH A SCREWDRIVER. - -INSERT WEDGES,51DE BY SIDE,BY NAND INTO ANCHORAGE. '-'--- e r " GATEN50RY IN(9I<E.I.S 40) -PVT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM SCALE : II4 a I-0 16' Ib' THE EDGEQFTESLAB. ---- ------- --------- PLAN 2A (G)4TECORY II III) (f1EDIIMEXPAN5101Q -STRESS THE STRAND AT 55 kips. ----, r-- 1 r- r CATEGORY III(91<E.I,f ISO) Z L1 -SEAT THE WEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING,DEVICE BUILT INTO I I I I I (HIGH EXPANSAONJ 24" 24' O P W THE RAM. l I I I I Iq 3 Q REMOVE THE RAM. MEASURE FINAL ELONGATION.RECORD ELONGATION. I I I I I I_ I - PTI SEE SOILS REPORT FOR SOIL GATEfiORY ON A LOT TO LOT BASIS. ,NOTE, ~(� a 9.IF INGON515TENCiCS BETWEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION, I I I II I♦ AND THE JACK WAGE READING OC AR,THE JACK-GUASE-RUMP UNIT SHALL BE !' REGALIBRATE.AN AGREEMENT OF WITHIN 7%UNDER TO 7%OVER SHALL BE SATISFACTORY. f0.TL-NDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PUKING I I I I I r- DRAWIN65.TEPIDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I I I I I PI rj - ON PLAN NEED TO BE STRESSED FROM BOTH ENDr 51MULTANEOUSLY IF IT CAN BE SItOYN I U L_____ __ _J�uI l ID dt THAT THE HEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF I. I I I I' J L .J O.` � J f O THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE I I I I I r 1 tL vLLJOPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHIM ON THE ----J L--------------J L.---_______J I I I I (`r w Q43z i PLACING DRAWINGS.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED TWO-WAY - _ I I I I Z 5TRE551M16.1 ---- -------------- -.--__----- - J 'i it.PARTIAL(OR EARLY 5TRE551N6)OF TENDONS,WHEN REQURE-D AND NOTED ON MAN, , r W W W SHALL CONSIST OF INITIALLY STRE551N6 5UGN DESIGNATED TENDONS TO FORGE OF 6000 I' I I I I I 1 .(_�U-1 rr LS AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING,UP WITH FINAL I I I I QI I - I I I I V' V N of Y STRESSING. ,( r/� 12.ELONGATIONS SHOM ARE BASED ON'10 P pu.MEASURED ELON6ATION,%UNDER TO,% I 1. I I I I I I I y �v/I,� 10 IL J OVER 15 ACCEPTABLE.IF MEASURED ALON6ATION EXCEEDS TOLERANCE,CONTACT 6OM5 I 7-- ENGINEERINGlid15.TAKE SAFETY PRECAUTIONS AS NECESSARY,DO NOT PERMIT WORKMAN TO STAND L ---- t'i L _ a Q BEHIND JACKS WHILE 97RP991MI6 TPMDON.9. I -"�- 1 ------ - -- V Z r�L 'A r I i1 1 I r-^�-r------ �I I [ T, - .n FQF STRESSING HOLES SEALING NOTES j 1 i I i I --b Yi- �I �_?(-U-�. I U t� I.THE REUSABLE PLASTIC GROMMET FORMLa A HOLE 2'(INCH)DIAMETER WIIGH IS TO BE I 1 j j I i„--1 `� r IL(_= I 1 1�_}T [� I[' �1 I 17 P I.. APP90VED p( Q FILLED AND SEALED WATER TIGHT. 11 r-J + I :,'-. I `,I ' L E (`, E U Q J 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2'TO 5/4•BACK IN HOLE.BE I ..I LI-I I I t I 1 ,> > I -- I FOR PERId1T ISSUANCE LL - ----- -J I1 I SCOTT FAZEKAS&ASSOCIATES,INC CAREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE NOT FLAME AND COMPLETE --1-__ ._��.__. �- M'r_...__J TI THE OAT A5 QUICKLY A5 POSSIBLE. - 5.AFTER TENDONS HAVE BEEN M004ED OFF,THE CONCRETE CONTRACTOR SHALL ORYPAGK I' I 1 1 I I BY DATE BLOGKOUTr WITHIN 10 DAYS.A NOWMETALLIG EPDXY MIX SHALL BE USED FOR THIS � i1--L-- - ---- ------------------- -J-------- -----------I-- ------ These pldns have bean r..awed for adherence to the ry(p�,T M1MBBl (�0�� PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND 15 - applicable codes and ordinance. Authorization la ACCEPTABLE). " hereby granted to Issue a building permit pending MIED DATE, 06/08/04 approval by all applicable City agencies. PLOT DATE 12/15/04 reCFMIGAL PARAMETERS NOTES PRTI � PARTIAL DEFOR-W MILD REINFORGIN6 GRADE 40(05 4 04)STEEL SHALL CONFORM TO ASTM ALL IIPOW4AATION FROM ALL C,PLANATIGN FROM The issuance or anon of a.permit based on Al156RADE 60(•5 s BIGGER) znn,ova!of these g clans shn11 not be construed to MAYVN dY: T.N. STRANDS SHALL CONFORM TO ASTM A-416 aIO...I.. ♦y -BASIC PLAN APPLIES TO OPTIIONAL PLANS OJND) p"rmit or approve part'v o anon os the applicable PROPERTIES OF,_ORE STRAND I/2•DIAMETER P.T. 1 OUNr�l1TlON PLAN OPTµ ft.#)S�).N.0) P.T. FOUNDATION PU N__ r 1es or ordinance No r•c ,It PI'esumed to give REVISION am: rpu(ULTIMATE)270 ksi 5CALE II4" a V 0" ;rt Vlon( to violate or cancel the provlelons of such AREA-SQUARE INCHES LASS O +�T. ��I TE SCALE 1/4" 1'-0" odes Shan be valid. SHEET No f SUITE OPT. PATIO -F(ULTIMATE)-POUNDS 41,500• S-2. 1 Es-Pi26=IOO1000(MAXIMUM FORCED P )TO 55,0001 OVERCAME FRICTIONMAXIMUM ANCHOR FORGE(.7 P )26,400• -UNIT ELONGATION PER FOOT 0.079'(PA POUNDS)(12 INCHES)AREA E SYMBOLS LEGEND 0 POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER SG4EDU.E WAN AND DIRECTION OF FLOOR MEMBER PER SGHEDUJ= WT�[]TS SPAN AND DIRECTION OF DEC Wi K MEMBER PER SCHEDULE enn v ,rll1n� SHEAR PANEL MP45ER REFER TO SHEET 502 • FOR PANEL TYPE,PANEL LENGTH NOTED 4400 Campus Drive i ON FRAMING 4 FOUNDATION PLANS. Newport Beach e DETAIL NUMBER CA 92660 DETAIL 5HEET NUMBER O BEAM NIA43ER,REFER TO GOUVIS ENOINEER1 -. -- _------- - -- --- ----- --'I r- -- -- -- -- -- ---- -- -- -- -- 1 0 KEY NOTE NNUMBER ATIONIS Newport Beach tel 949.752.1612 L T �}L{ i BEARING w.LL fax 949.752.5321 qg ® CALIFORNIA FRAMING Palm Springs PLP• 9 tel760.323.5090 I I Z le 2A 4B 66 bA 15 iGEY NOTES 2 4 5 4B F I 2 O�Aa)`BAR PANEL THROUGH MALL It -r-=r---- p 2 O a�q 2"ryk �kp O2 s s OR HOI-VIO i ABOVE HUAN NGUYEN P.E. 4X6 4� - te a 1/2 9 1/2 L5L 12 YYwco ArzvND oreNINB.SN+e tttR h5 AD.Y.C[NT:KM FATCL. Q0.pFE3$rp. 1 2 ,p / .p __ -. _ - 1 s •X • ®SIMPSON T522 FLUSH BEAM TO PROF BEAM i J ry O ALIGN WITH STUD(S)OR POST ABOVE a •p .19-.�J 24xH x - s PROVIDE SOLID BLOG4049 BETHEEN FLOOR W z bA'1' --,_._- I 6 LINE OF BLOCKING W/EDGE NAIL 2'(R J t! E O SEE PLAN FOR NUMBER OF SAYS v, #�•- I �._�i - O PROVIDE SOLID BLOGKIN6 71E. C/V1l o-�P 1- I � r� r-: q C,!.'�. •1 IH "`---{ff r-aQ¢ Q kY�A O TRUy W/E.N. Of CALtFp \•.�18'_1"CU �_j L� L.)(_!I�,'i ATE rA 6A = r 1 d r'} 'i- O 1930VIDE 5x SILL PLATE NOV 112004 1 - _ L5L RIM JOIST fp n [ IO CONTINUOUS LINE OF BLOCKING W EDGE NAIL REVISIONS UNDER Y' If\ I T 1,r\'•...I_ 2 12'-0" R SHEAR WALL ABOVE W/(I)G516 II 7RUgg NANSER BY TW/Ffi SUPPLIER NO. DATE DESCRIPTION ' Y 13 12 CONTINUOUS TIMSERSTRAND OR SPLICE PER PLAK I 10/14/04 CLIENT REV. 3 n x g 1 2 FRAM 41 NG SCHEDULE no/o4 CLIENT REV. a DESIGNED ROOF TRUSSES 4 24'O.G. 1 L -- i W'N O 14"TJI 250 O 16"OL. _ I -- �T-`.` _-- I 1 16/u�XI L3L= -/ - O 14•TJI 250 4 12.OZ. 1 I i I I �hF\ 1 i� r h -- ` ,` '}- t -------- L- .. tX14" b'a' 14'TJI 660 a Ib'OL. L I TYP. r t!I 1 i. i'vli�I I i _ - - O 14'TJI 560 1 12'O.G. a I I 1... I --I L,. "d II -0. 1_i F'�i; C�G-"III \ - - _ -- F/J W/E.N. O 2 X 10 DEGK J015T5 O W'OL. -t-�}� (f~•' , --IJ s- q - --__ ,p ` 1 s/a•x1 •L5L_ atsrnlcrne NoncF 9 )r* _._.,1--- ` '^ F. -1' C,,LG. .-,.---I ��-- - t v ' I x a - T 2 x to JOISTS/RAFTERS a 16.OZ. 1 Qnt f, J •F k1r• 4A 4A 2A O TI�O®(M,ORAWlXS,AtO 2 -1 IA q X I_10 1 I 11 .� Ipr 2. 5 - O 2 x a ROOT JOISTsiRAFTERS a 16'O.G. sv[C�rc'wnoNs,�a[TrE fx0.l.BVF 8 l" GLG. It (1 © �\ 4 _i ram) ---.-.----i 9D Q z pm O 2 X 6 FLOOR JOISTS/RAFTER5 4 24.O.o. ma l IO aWSHOWN 5 ,t COFSA.TadG COIF.AIOALL 2. — FRl4MIN6 NOTES A��^®,a�UP.OR N ' PLF-100 �r - .. I snraic�ruia��ee euon TNen 1 - S _g• r •. 1t p *'_ T6 Q' 1. (SN_11 4 SH Z�RMORE INFORMATION. AND DEALS SHEETS T.c L. fr.7 - - I - IS ID n �. IG 2. REFER TO SHEET SD2 FOR SHEAR WALL SCHEDULE. cavrallarr cawlsBu�rwc 4X6 O Nrus S. PLYWOOD SHEAR WALLS CANNOT BE USED A5 PLUM5ING WALLS. COMULTWG aroa TOOI S I/H"XIb I/ "6L6 UNLESS APPROVED BY GOIIVIS ENSINE C LL a69 ERING ONSU.TINS 6ROUP IN A Mims w® Xa 4. USE SIMPSON'II15'HANGERS FOR CONNECTION OF'I•JOISTS TO 41 O�_ OTHER FRAMING MEMBER5 N.N.OJ.4'-0 11 r - -- I --_-_.-- f 2X5ND UNDER EAGN r_ .. j J --- `-`lf 5. USE DETAIL II/50-5 FOR SHEAR WALLS EXTENDING TO ANY t G bA S 2 x OPENINGS. T _ Zg MANUFAGTURSO BEAM DESIGN SPECIFICATIONS IL _ 2 TRUSS JOIST O 2 I_ M(1 } ' 6B O 6 2 MAC MILLAN Pb( 0 Fv( I) E BEDROOM BTU 0 M L 41% 4).T-- 11 ] < I 'IJ TNBRi STRAND 2250 400 I.TxlO, ";4-1 4'-0 I kH O Zg LOL MIGROLAM 2600 21* 1.9x10o Q FARALLAM 2900 290 2Ox10 O 4X6 1 4X6 DR BM RIM.1015 J F 2 ,6 ALL PRE-FABRIGATBP SHEAR PANEL CAN BE ONE OF 7NE FOLLOWNG _ 7( TRU55 W/EN I 7 V f 1 1 2A 4 RIM = gl q• 504-SON STRONG TJ PANEL SIMPSON SARAGIC TJ GAMYSE 0 Q ,k p NULL PORTAL PORTAL IL W I WEN- 12 p SHE LF=ZOO O S'O - 12'-O° I L_.._.._.-.._.._.._.._.__.___.._,.__ _____.. 1 IB _ 5 5 SYa4XD TJ24X0 SY16x1 TJIb7C1 I F- W _ _ = Q 1 3 1 5D3 4 ... p qg SW24X I TJ74X9 SW16X8 TJI6x6 Z V Ul 4 2 15 Z sM47Q0 WA (2)SNIbXT (2hJbX7 Q „�/, . ] PLF•ZOO IZ'-b• © SIr02X6 TJ52XD Clble6X0 WT.1*X6 PLP=100 I I SMM-I T r" 9Y4Y2X7 TJ22X715 1 N Q,n 9YE2X10 TJ527QO bYIYSXD TJ22X8 U_ Q In Ill BKOXb TJ46XA (2)S1,C2X1 LW W -�'43 /I. S1446X9 TJ4bX9 (2)5W22X6 to tt. `-�_•,. `'=}-` SW46XI0 TJ4Dxl0 O to p� W W W SHEAR WALL 5GHED 4 Qd ULE I V NAY � � W9T UNIFORM BUILDING GODS/O /2001 GALIFORNIA BUILDING GORE 4t1 0_ ROOF FRA4 41NC PLAN FLOOR FRAMING PI-AN � N 2Z FLAN 2,4 ° R t " ; UANGE SCOA�N 114 1 PL T'lN `l•1 scAle V4 = I I-0s FOR P HG JCIATES,1IINEM B1EA,T,Q eoeE FIELD SPEAR SILL 1L �CLIF'SN6 ANCXOR O O SCOTT FA.EKAS«H� TY� C.0,44b NAILING C(FLF) NNLI y BOLT GOMNtONU(GOMrtONI (PLP) OR LTF4y SP/1G1ND U DATE ni/D'APA D d'a D d's 'A W#x 12' N A V BY -,.,:red for adhar ton 4 •6"OL•t2'OL. 260 •6.O.G. •��O0' 44V OZ, fL Y- These Plans have b z rdlnanc.. Autho ntl n apPrficanle codas an '11tlin Per pp y /6.O x 12' hereby granted s Issue a b 9 e/D'',WA D d'a D 4" approval by all applicable City a9"ties. r'EtOd *4 OG 1 12'O.G. �O •4.OL. O 12'OL. 52'OL. arm" d �T 60-I39 The Issuance or granting of a P 'MA D dL • 0 10'OL. M'O x 12' ♦Vol,5 : 12 oL. 5 OZ. 12 oL. LSRI®DATE 06/08/04 aPProval of these Plans shelf n-to;the 2'APA permit or approve any violationrasa b dy IO dy y R D"OL.. Y x 12, H.O'iOAIE 11/10/04 codes or o,dinenca: No Permit provlai tLral I R 5'OL•12'O.G. 600 3'OL. OJNOJ D'OL. authority to violate or can the P Y X�f2' DItAYV14BY. T.N. codes shall be valid, #t_t-W-al Ia d's 10 d'a a R b oL. XOIIREVEION BY.0 2.OL R t2.O.G. trio 2'Or. N.N.OJ W Si1EE1'NO.: . (*)PROVIDE 5"NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDr5E5 FUTN NAILS'O ,.ON 5I RPD. 2.2 ' USE ASS�b'D.G.ON SIMP50N 517i0AIG WALL i HARDY PANEL 0)1daJ . I . COUNTS (JE engineering 4400 Campus Drive Newport Beach CA 92660 Newport Beach tel 949.7521612 LI P T DECK i I fax 949.752.5321 i I I Palm Springs I I j tel 760.323.5090 I 1 I ! �^---r----, HUAN NGUYEN.FE I ..._._. ____-_-_ _-_____ - ._._-. �.a__--�b-.__._.__.._...._.._.._.._ .. Q�pFF3$ICN'! �Wy!c�Jh,N NC(v�Fy�.6� W = EN OPI I r, li L P� D r p r {�5 REVISIONS 6m 4 l�U�}>, I NO. DATE DESCRIFnoN IOA4/04 CLIENT REV. LLF� —— — IIA0/04 CLIENT REV. I + I k i 1"C'H E N[Ljw: nREEoaRESTRICTIVE OTK;E ❑}y�---�J i — t `t i. _ .J j �[CAG710tEAl1E TrE ocauav>- l�61lid (I i` - I,� - eaoran arWuve a�erauib t Irk(j t-_-----—,_._.-- twewao tslmvws co�oerrr�`V-o rs L_A,� vo'aauTor,�aa waxy uNesoa�.> ®W I -L s, e¢euartrwrnrer -- ---., r - - \,t .) A RA nn' vnnrourvntrtet mhaerr or corrvs emr�urc carmatrNc { +ILr ill I — -+'L - m.xaxxr couvs araaaac „i' carasmtc caas nor - - - �uarcrrEaEav® I n Ie { I Iy...•.I I F' e II 6744 r12 Is z UL /•�p,I 4 � I ii Z p J 25 s Z oXc r-------------------- - I a YEN I� - - -- -- - -- �.0 ------------------ --------------- � f IL O XF T B W6 4X6 4X6 t 2A ' I x6 � v ! vk I - - IF L j --- ---- 13'0 —--.._ _.._..__ -.._.._.._.._.._..� O rc a 2 Lu IL W Q dl Au INFORMATION FROM O W W W i BASIC TA ON PV O BASK PLAN APPLIES TO W F FRAM I NC-7 PLAN A TE eLeVAnoN N.N.oJ PART 1 AL ROO PART1 AL FLOOR FRAM I NC PLAN ALT�+ATe eLeV�noN NNOJ OC V hY - SGALII : 1/4" c I'-Or` --- SCALE : I/4" = 1'-0" me-J PLAN 2B PLAN 2 � B IN N �a !-Z 0APPRO �/ o� FOR PERMIT(ISSUANCE Q Li U J SCOTT FAZEKAS&ASSOCIATES,INC A BY DATE Y- \� These plane have been reviewed for adherence to the applicable codes and ordinance. Authorization is hereby granted to issue a building permit pending PROIECTNUMBW 60"13q approval by all applicableCity ag mu®DATE f76/OS/04 The issuance or grant) g of aeSpermit based on PLOTDATE 11/10/04 at, Frnval of these plant t li nt he cnnslruec to permit or approve env +n o, the anpl^1I�'. codes.or ortl"nanca. N, mit pros .ad.t� o - OBAVVN�: T.N. a.tnority to violate or cancel the provisions of, REV00NBy: cttles shall be valid. SHEET NO.: Aj GOUVIS - engineering . - - - 4400 Campus Drive Newport Beach CA 92660 - Newport Beach f-—-- ! cel 949.752.1612 - --- —--OPT DECK fax 949.752.5321 I I Palm Springs I I te1760.3?35090 I I I i I I i HUAN NGUYEN,RE r I OINCONq ---------------- W Z DEN 0P1- *� gT�. OP CALIF r�z I 1 Qj - FOF E�. f_.I �x;�ar�l A NOV 11 9M (ts- (� FL.ISM. r. + C REVISIONS I 6TM5 NO. DATE DESCRIPTION IOA4/04 CLIENT REV. II110/04 CLIENT REV. B A. - 4-14- I 41� T, rl 1 RESTRICTIVE NOTICE *�}4 fir,J 'i 5 E. 1.� _ -_�•I \ I _.: .J n�DrsewpeAwrxswn I L V �_i l ------'-' i coNgoearnu�i�•n ve rz =�=1 !_-A lk c�wN o ra era®,o REPRODUCIM Not CAN ANY PA '� -- - - r X, t; wmaormu"' ivarIENco of GROUP A ""O B1 —--fl— — merslcttr earvaeolDunc momAisc rarouv>aor Au rucrtrs aBavrfl I I 6TMD I A \ 1 d , T7 -j ! 0 I Z X 1jB -_- _____ IL j ----------------- TRUSS VV/EN � 4X6 ; � ---•- - --- -- � - --�------ � � J a IF - -- -- - - - -- 1L w V I _� ~ Q O-..................................... ---- O d 1 ILL ILI ALL INFORMATION FROMLU ALL INFORMATION FROM W i J ALTERNATE ELEVATION N.KOJ ll- PARTI AL ROOF FRAM I NC PLAN ��T"T���N.N.01 PART 1 AL FLOOR FRAM I NC PLAN AG PLAN APPLIES TO o 1WU Q�ID PLAN 2 G SCALE : 1/4e = 1'-O° ZMA s�qLt: : v4 = r-o V QIUIU 4 PLAN 2G Ao maJ APPROVED Li FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC -, I BY DATE These plans have been reviewed for adherence to the applicable codes and ortl'na rice. Authorization is in granted to Issue a building permit pending MCIECTNUMBEIt: 60'139 approval,b all applicable Cit Gwm DATE 06/OD/04 1 - - Yy.agencies. The Issuance or granting of a permit based on PLOT DATE 11/10/04 approval of these,plans she!!not be construed to permf 0,approve any violation of the applicable ORAVVN BY. T.N. codes ur.ordinance. No nermlt presumed to give aul purify to violate or cancel the provisions of surh REV610N BY. ooues shall be valid. SHEET NO.: i S-2.4 I engine®�ng 4400 Campus Drive Newport Beach -------T� _. CA 92660 Newport Beach tel %9.7521612 axlo I Lr I �\\ fax 949.7525321 ------ 2 51n•X9 In —J SIL ) palm Springs L te1760.323.5090 I ill HEDR14- �1140 C I.{ f—j -- ;''J HUAN NGUYEN.P.E r, lil �,r.I Air I! 1 �__—___ tp,OfESSIpR, it 4 II of IVIL IL FCALIF L Brt I 1rl ; ;; REVISIONS r'11 .rp� rr\f. _- �., A ' -i LEI IOA4/t?4GLIENT REV. i I IIpO/04 CLIENT REV. _—__.__• - __--- -- - - O 1 GONT 4x6 TF- PARTIAL PARTIAL ALL INFORMATION PROM ALL INFORMATION PIiON� FLOOR FR,4MINC PL�4 oO BASI;PLAN APPLIGS TO ,t�oerre olAw Nm wai FLOOR FRAM I NG PLAN �I I N � IS tla 1/4 SCALE t " - 1'-0" SCALE t 1/4" : 1'-0" raoarsmoNSNovrNs OPT. BEDRM 4 OPT. SU I TE ��s PARTIAL ",OF'MM A "= ALL INFORMATION F1tONT APANonvlror ARapatAwnlo FLOOR FR?.M I NC PL?�N BASIC PLAN APPLIES TO m T�TH I i j O"ONAL PLANS N.N0) wm+ouryrlme mtaerror GOWBex.WJNNW tzuaam a OPT. PARLOR SCALE' 1/4" ` ''_°• �1. ao►awNTaa0GROUP 01111 ! 1 OOrAtL1lNGca«.mer AIL RIGFff5 RB6l•I® � I � I Z 4xIO_ BM _ _ _ _Ell IL I$ 0 b I I D IB III X i ----- -—-- � Q w LLJ C'k_f.i J t4i l_.I ;��, I 11 �'C� _ - W Q � UPI, SPf\ ' - OC Wu NJ O ii��l r•,rl�i it 1I-1 I\� (� '� Hill!Y -�1------ ----- --- - ----------------- i- --- --- -- ----- - ---- �------ L�[ -- i?1 J---�I-- J z N m -1 0- ALLZ APPROVED N<O 0 Q /� /� FOR PERMIT ISSUANCE of PART I ALSCOTT FAZEKAS&ASSOCIATES,INC n 1011iATION PROM PARTIAL FLOOR FRAMING ELAN "PLAN APPLIES To These DATE 0 4 OPTIONAL PLANS NHG) 'e'1'L iNFORMIATION . SCALE= I/4" . I'-O" ROOF FR?�M I NG PLAN OPTIONAL PLAN��TO These plans have been reviewed for adherence to the OPT. PATIO OP71ONAL PLANS N-NO� applicable codes and ordinance. Authorization is hereby granted to Issue a building permit gentling OPT. PECK ' '/4" s I' a approval by all applicable City agencies. REgECT N Mill E707g°1 The issuance or granting of a.permit based on ffiU®DATE 06/0&/04 approval of these plena shall not be construed to RIOT DATE 11/10/04 permit or approve any vlol»•inn o;the applicable code or ordinance. No permlt presumed to.give DRAWN W: T.N. t erty to violate or Cancel the provisions of Such s snan be valid. REVISION BY: j s14EEr rlo: 5-2.5 IA SYMBOLS LEGEND •g FGnTIN6 T 8-6' 4--0- - F DROP IN 5LA5 VERIFY PRIOR TO OON5TRUGTION) as _—.—.� COUNTS {-yT« `�'"I ( �l_JL� (I rraroPa I _._.—._ REeAR engineering L, TJ 24xl0 w I Ps Irl -=— I t6j_*4 TO 4 I ® PAD N)MBER �1 1 I I I .� K TG H E M I PHI&&M.F.'45T I 4400 Campus Drive q° CA 92"0 -1"GLG. i _ ( © ®x DETAIL N MBER Newport Beach L.. �/I > b'-0" DETAIL SHEET NIMBER Pb I I 1 1p, U-•a roP{ --_J I T i T1)-•4 -- -- ' ---, -1 , t r N + �'f_'._, I PAD SCHEDULE Newport Beach J P s EE.K I I t I I cl'-i" GLEi. I I tel 949.752.1612 PC�RI "'I — _— — _ 4 2b•50.X 12'VEEP PAD W/(])04 EYI. fax 949.752.5321 Z--- - - - - - L— I Iyt1°• 1 I �'�'S0.X 12'DEEP PAD W/(S)04 E.W. \ I Palm Springs _ I l ! , I r-O.SM.X la•DEEP PAD MV(2)e4 EYL16> �--1 I PI •I L I � ul T60.323.5090I PI C ?I f I . ADv(I)�a T I0'-I" GLG. �I - I !(I)-a4 BOTT __. �\ I 2'-6'S0.X Ia"DEEP PPD W/t3)•4 E.W.—JL=4'-0'PASTvHUAN NGUYEN,RE m ,. I I_ _(�4 TOP! }I I PALL E/W. (I)a 4 TOP{ 1 I 3'4'80.x 10'DEEP PAD W(5)w EX Q �•4 AST 4-0'PAST ,h( ! } P!0ai E ' I - - PHDD E.YL F%•- I W-6•SO.X W DEEP PAD W/(4)«4 EPL tpOffSj/o4, ALL IIFOW4ATNON PROM I —__—. � _ }- :.__.. t^- BASIC PLAN APPLES TO - I I I 'l� 4b"50.X ID'DEEP PAD W/!4)e4 Eri. ~ 'r `^2 7•-' PARTIAL FOUNDATION PLAN ALTERN.ATEELEVATIONNI'LO) ---- - _r _-!' -- --- -- --- -Ji W Z 4'-6'S0.X la'DEEP PAD W/(5)•4 EYl PLAN30 SCALE : I/4" z 1,_O, IA I IZ'-10' _-* I —�, rI ----r,----- $t ------ ---I p' °J ` J'l C/NIL Y FOUNDATION NOTES FOFCAL%V' Pa a _ .� � , P4 1. REFER TO SECTION 6.0 OF SN-I SHEET FOR ALL FOIMIDATION NOTES.r--_—— I 2. REFER TO DETAIL IS/SD-I,16/SD-I,IT/SD-1 AND Or-0-1 FOR INSTALLATION OF NOLPOWIa. I - - l J 5. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPAGIN&. Np. DATE DESCRIPTION _ O q 1 1on4/04 CENT REV.- SHEAR ANCHOR BOLT � UNe SPA uno/o4 CLIENT REV. L------------� I t I 8,-0,11 I ae 1 216-0" o• — -- I I I I 1 I C;P-1 . E X A 'is r 1 sro"s x Ir•or OZ. ..._ `r © s/a•o x 12•.I2'o.c. �'C� i I I sEs ® 5/a••x@••a•oG. L I ( 1 I I n I L---J I w-�• /av x 12••16•oG. ENTRY I I i ® corw�ete nconkGGk N/ '® TJ 24x10 Iq IG�-i' GLG} /a'1 x 121•16'O.O. RESTRICTIVE NOTICE ACV I ADD ADD ( S- ell] ( ( SPEOiCATrdIS ME l/E IXCLRaE PI ❑ ❑ I)-•4 BOl'T L ---__ 4 B01'T.PI (((1)-tI 4 TOP{ I ((1)-r 4 TOP! ((1)-r 4 TOP! I ate°' Tt�Dmos.—NI NM rou L•4'-0'PAS'f --1 I L=4'-O"PAST /�, L=4'-O"PAST TJ PANEL EJN. •—•—•— I } TJ PANEL EYL ,G �, TJ PANEL EY1 I sus Via; Z'•12.O.G. ------------I __J ®�/ t L A mrro•+rwro�u azarrarrs _ ___ _._._ 1 NDrJD"AIrr OFT6EdUWex3 L—_ •h�� r"----} r— i � /b'•x 12'•t•oG. GNae s. i,N� ,/,+^^yyC �� w/SXb"III SIRtlCnla6 EtlUlT NlOMT19t �PARTALL Or ORMATION FROM �4!I'"•�'1-i I -__ r � �131 IAL FOUNDATION PLAN �1G PLAN APPL'�T° STUCCO GL0 - -ALTERNATE ELEVATION N.N.OJ 6A PSSCALE 1/4" = 1'-0` 9 4 q `� co�ra"nroi PLAN 3B , F- TJ 22CT 1 TJ 2z(, 6ARA6E PORTAL 6ARA6E PORTAL a'-o• II I I y 1 } I --------------- I f I z 11 (jv4TOP! III O 6'-013 C=4-0�,T 'I FOUNDATION PLAN _ o IL I i i HDIOA E W. 4 2 PLAN 3A (FOR E.1 < 0 ONLY) i h I .I F uEX I!MI 5rA E I I of z a iIqI I I ® I - - - - IF15 CLa I I g T'-O" 1 w zO ADD I I J v W Q JU j (l1j#aTOPI BOTT. I j � �1Il � zww 1 I C•4'-O"PA5T I I I w F,peq I HDBA E.W. Ai II I I O N m --- ------ big ---- -- - _ pz _ _____� Pa R'JtrrO INC � FOR P. b7.j)IF.D CE P2 I I I SCOTT FALEKAS>x ASSOCIATES, U I I � � IL— r_ ' - I I N�D Oil.. T-1 i i BY_ DATE (� a l --- 1 _ --_----_-_-_--_ - I ----- ----I These p-ars have been reviewed for adherence to the applicable codas and ordinance. AuihOr7zabon Is hereby granted toissue a building permit pending PROIECi NlINB6t: 60�39 approval roval by all applicable City agencies ! -- pp DATE 06/08/04 1. I . The issuance or granting of a permit based on liPATE 11/10/04 approval of those plans shall not be construed to I permit of approve:any violation of the applicable DRAWN IFY- TIP P ,I ALL IFFORMATION f'R014 ALL IPPORMATION PROM author.or ordinance r No.Permit presumed to give PARTIAL DUNI�ATI ON PLANOPTIONAL PLANS S PRTI rL PDUNDA�Ti ON PLAN NtIOJ autnority to violate or cancel the provisions of such REVISION BY. codes shall be valid. SHEET NO.: L SCALE . 1/4"- Ir-0" SCALE : 1/4" - I'-0" OPT. FLEX :SPACE OPT. PATIO S-3. 1 5mc-1 MELD CONSTRUCTION NOTES I.FOUNDATION DIMENSIONS ARP GXTRK•TED FROM ARCHITECTURAL DRAWINGS.GOWNS ENSINEERINH6 CALIFORNIA DOES NOT ASSUME ANY LIABILITY WITH RESPECT TO THESE SYMBOLS LEGEND DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS AND"TH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE I I LOCATION AND SIZES OF All ANCHOR BOLTS,HHOLD0VM5,EMBEDDED 5TRAP5 AND FRAMING - - �O� _ FOOTING : (I MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL -- - ---- ARC.HITPCTURAL FEATURES,SUCH AS BUT NOT LIMITED TO OEPRE5510N5,5LOPE5,5HELVE5, _ --_- -- j15 1 PATIOS,PORCHES,AND STOOPS. r_- 4 O• DROP IN SLAB(VERIFY PRIOR TO CONSTRUCTION 2.GONTRACTOR SHALL VERIFY TENDON LENGTHS AND STRESSING TAIL LENGTHS PRIOR TO _._.._________ - FABRICATING GABLES.COLOR CODING OF GABLES 15 ONLY TO ASSIST TENDON PLACEMENT, ••. ••T"-" --- REBAR AND MAY BE REVISED AT THE CONTRACTORS OPTION.ANY DISCREPANCIES IN,BUT NOT ......•..--- .....•.......••...•...••••• .......... ..-- - -_ - 1�• _ GOMS ___ _ -- _._._._ .. ... ..:.. ,rp. LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,DOLOR CODING,AND ELON6AT1 r---- ----T--------� r T _ - - ' 11 F ; rt{ M516KATION SHALL BE BROUGHT TO THE ATTENTION OF 6OUV15 EMINCERINa PRIOR TO .•, Y �•'�I _ 1 u ' nginee �g FABRICATION. 1 I W PI Tr --t ?-- 1 (R2)-04 BpT�' I PAD NUMBER 5.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHOWN ONPHO I TJ 24x10 Iq i : : I I a �.i�.•� N( :L•4g'E'PAST I ® 4400 Campus Drive THE PLANS AT CONTRA-TOR5 OPTION,FOR ANGHOR,v, AIL 6E OF ENDS AND GENERAL TENDON , e : K•` 1 V• ' ......... �p� DETAIL NUMBER Newport Beach SUPPORT LAYOUT,SEE DETAIL(4/PT-Q,(5/PT-1). L- I I n m 7'1'••'••••"••T••'••••'••'••••••••••••••••••;••••••..'•,•••L T.•••/J....Trr'•••.•••••p•-•.,- •,ram[-"+�"t ti l DETAIL SHEET-11 1 4.THE FLOOR SLAB AND FOUNDATION SHALL BE POURED MONOLITHICALLY EXCEPT W81 ------ -T I 1 _ Y� ) L,,,.✓' ".Y„e 128'-O" CA 92HA 5HOMN OTHER"5E. im. ( 1 5.DIMPN5ION5 ARE NOT FURNISHED TO SIMI SON HOLDOWIB.IT 15 THE RESPONSIBILITY,7F --- - - P4 - I THE CONTRACTOR',SUPERINTENDENT.THE FRAMING CONTRACTOR AND THE CONCRETE ADD LJ ,,,� I C 1'1 , - P^D SCHEDULE CONTRACTOR To LOCATE THESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS Ga)-a4 TOP{ .i.= _r , r- {............_...... ,I ?�r'7 ;«.,} :I I FOR PROPER INSTALLATION. # ..•.....�.. .. .... ... ....... .......... ....... I } 4 SOTT. .-.-.-.-. __ I I :1 ADR !:�...... \„tN:' N T ...L; Newport Beach ................ 'fz3:.. ...M.�.. b.PROVIDE aE x 24'DOWEL o 24'O.G.AND 2'FROM CORNERS AT ALL GONIGROF I L•4b•PASr I M (2)-k4 TOP{ : P p 1 �• •••1•...�• 2'-0•se.x lb"THICK PAD w f21 as E.K.BOTT. tel 949.7521612 STOOPS PORCHES,PATIOS AND OTHER ATTACH-EATS WREN CAST INDEPENDENT OF TJ P EYL W _-_______ ----------------- L (2)-NN 4 BOTTOM 1• : I Ii TOTAL'" -I oI fax 949.752.5321 P05T-TENH510N SLAB UNLESS NOTED OTHCRWISE. I 4 t TOTAL(4)BARS: 1 . � 2'-b•SO.X 16"THICK PAD W/0)a4 EYL 501 1.ADMIXTURE$IN CONCRETE MIX CONTAINING GALLIUM GHLORIDE5 SHALL NOT BE USED. ' � ' 4S.REGUIREMENTS FOR PRE-SATURATION OF SUB6RADE SOILS AND DAYLIGHT SETBACK OF EXTERIOR FOOTIN665 FROM ANY DE5CENDINB SLOPE SHALL COMPLY WITH SOIL REPORT II I H6'-0Q....... .I �\ / : I: 4 FE 3'-0'SQ.X 19'THICK PAD W/(4)a5 EW BOTT. Palm Springs RECOMMENDATIONS. I PI PI I la' 1 r/ IL 1 ........ ...............�.............j.......Il.....;! ... ..... .../\yl. ..........i.' teI760.323.5090 q.ROOF/FLOOR FRAMING,AND/OR HEAVY GON5TH7UGTION LOADS ARE STRICTLY - -_- -� ---�?- 1.p'- GLG is R)-a 4 TOP{ ' _ :' / `\ I © P4 E'-b'SQ.X ID'THICK PAD W/(4)a5 E.W.BOTT. PROHIBITED TO BE IMPOSED ON 5LA05 PRIOR TO 5TRE5SINS.Br51N WALL FRAMING E DAYS AFTER GONGRPTE POUR,IF CYLINDER BREAKS INDICATE MIN.2000 P51 9TRENGHT. B01'T. �' ..-:-• -0 J L=4'-P PAST I HUAN NGUYEN,PE . TJ PANEL EYL : : t rY 4'-O'50.X W THICK PAD W/(5)a5 EA BOTT. III 10.SPECIAL INSPECTION IS REQUIRED FOR THE TENDON INSTALLATION,CONCRETE Um - i r--,_ A I II TOTAL NE BARS PLACEMENT AND 5TRE551N6 OF POST TENSION TENDONS. - I : ._... ..�-.. 2 B' II.FIN15H GRADE AROUND THE PERIMETER OF POST TENSION SLAB SHALL BE CONSTRUCTED U� I 2 I.•I ; ( / (, i I SUCH THAT RAIN AND IRRIGATION WATER 15 DRAINED AWAY FROM THE SLAB. ..I. .' -...¢ ....r _I............:............ ••••""' ..• - Fe 4'-b'SQ.X 16"THICK PAD W/(5)a5 EA BOTT. 12.ALL 517E AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING COMPACTION OP ••.••••••••,• •••••.•-• __..__ _ _ _ 5-0 SGf.X 18 THICK PAD VL tP0 O 19 THE FILL,PRE-SATURATION,AND CONCRETE SLAB BASE PREPARATION,SHALL BE I' I I qTl. _ PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEERS RECOMMENDATIONS AND ALL INFORMATION FROM +r __-_ __ -;__ t' - (a)a5 E.K.BOTT. INCLUDED IN THE SOILS REPORT. BASIC PLAN APPLIES TO Q n -� I 3.A MINIMUM OF THREE 0)CYLHDERS/5LAB SHALL BE TAKEN TO DETERMINE CONCRETE PARTIAL P.T. FOUND T I ON PLAN ALTLRNATE FJ EVATION A)NO) I : I ; -- --1 - - - \ ----- I F. 5'b"50.X 16"THICK PAD K/(b)05 E.K.BOTT. W 3 z STRENGTH. 1 T AT1 NQ PLAN 3G (G TEC70RY I) SGALe I/4n a I'-On 4 Q :.t............ .............. .......... ,..:L.. = "''�' .. 1.BULKHEAD BY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIHEN51ON5 ON W :I 12'-1O" I qB POST TENSION NOTES 9E , NIL THE STRAND PLAN.MOTE:BULKHEAD DOES NOT HAVE TO BE BRACED LATERALLY,THERE 15 - x PTI I I I I d : Y - OF CAL%T'O NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE IS POURED). a - I ��1 2.MARK LOCATION OF INDIVIDUAL ANCHORA6E5 ON EACH SIDE OF BUNDLE CENTERLINE U) I r. _±•Nil L i -in, 1 P2 , I. SEE SHEET PT-1 FOR STRUCTURAL DE516N NOTES AND TECHNICAL PER DETAIL(4/PT-1)AND DRILL A E/4'DIAMETER HOLE IN WLKMEAD UNLESS NOTED O :.I N Pi FOR SPECIAL ..........T^... t t ...........,...... .... ..:.. , .... .'' ........ .......... ........... •• p2 CONSTRUCTION NOTES TENDON AND PARAMETER5.5M POST TENSION �16ANGHORAGE INSTALLATION OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED UP PERFORMS UNTIL TENDONS ARE IN - 1 L-+!I'IYi 1�L.w�':' _ •i• ••� T PLACE. W 'I NOTES,CONCRETE PLACEMENT NOTES,TENDON STRC-f IN6 REVISIONS E.LAY ALL THE STRANDS IN ONE DIRECTION THEN LAY ALL THE STRANDS IN THE OTHER i p:� L `'- __ _-� ! J PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, DIRECTION.REFERRING TO THE PLAN,SELECT INDIVIDUAL COLOR-CODED COILS OF STRAND I •a QI 1 I DATE AND UNROLL THEM IN PLACE,BE6INNIN6 AT THE DEAD-END,IF THERE IS ONE,AT LEAST 16" '_ I 1 I 2 OARS) DESCRIPTION OF STRAND MUST PA55 THE BULKHEAD AT EACH STRE`J IN6 END. EN +� ter".".•'., ADD )-M4 TOP : P. l 1 VERIFY WITH ARCHITECTURAL SAND STRUCTURAL IF BY 10 /04 CLIENT REV. 4.PLACE ANCHOR AND POCKET FORMER INTO BULKHEAD AND NAIL ANGNORS WITH 2 NAILS L..I�7 I 1 I - I ::> i.l............i............:................::... ...... ...........:.... RE-ENTRANT............:...••.........;............... ....••••.... DC-SIGN DRAWINEr<FOR ALL DIMEN510N5 SFIOYN ON O NO. qg I F' "'1 P05T-TEN5IONED FOUNDATION PLANS AND REFER TO IIAO/04 CLIENT REV. I 1 - I CORNER QARS I ALL REMAINING DIMENSION NOT SHOIVM ON POSF BY RS�DSIONED65 FOR TIGHT TO THE&1LKHEAD.Ibd's RIND SHANK RECOMMENDED. I - I I I 21b'-0' I FOUNDATION.PLANS. 5.TIE DEAD-END IF ANY,IN PLACE APPROXIMATELY I 1/2"FROM BULKHEAD SUPPORT 50 I ' THAT THE CENTERLINE OF THE ANGHORASES 15 APPROXIMATELY 5 1/2'BELOW TOP of 6 AABT.STRESSIN6 ENDS.REMOVE VRAPPIM6 TO APPROXIMATELY b'INSIDE THE BULKHEAD. L-________-_,. 1 i 8'-O'II : I : i 9D : I 'r r�i TT'` I 5. VERIFY WITH ARCHITECTURAL AND STRUCTURAL IF BY OTHERS) DO NOT REMOVE GREASE.SLIDE END of STRAND THROUSH THE HOLE IN THE ANGNOR AND I I P4 I. , ; ;(_ - ✓S'">�•�/' ; DRAWINS FOR ANCHOR BOLT,HOLDOVM CALLOUT INFORMATION AND THROWN THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END 15 NOT TO EXCEED - .-------.-__----i - - ..• •••.•r•.••F. �� �••.. .......... •••••••. . .... t.. ...-r•..-.. ... \y.gip it .t................ .�-.rr--�: ...:.. ,s.� �.................... SHEAR WALL LOCATIONS. I ___ r_1 :.I ADP-+�^`+ I N' �`� 1."STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRUCTIONS. i r :I Q TdP :- 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. PLACE SUPPORTS AT GABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER '_. _ __ I ;I )-.0 BOTT. : I R S TDETAILS 8.CHECK STRANDS FOR TEARS IN PLASTIC YRAPPIN6 AND REARAP.ALL TEARS IN I Q - _ �✓ i I :1 L•4'-O"PAST ; INSTALLATION o IsDg Pr /f'i-I AND lb/PT-1 FOR WRA.PPIN6 12'OR LOWICK SHALL BE REPAIRED. I ------- ------ TJ PANEL EYL gI, .. q.TENDON PLASTIC WRAPPING SHALL BE CONTINUOUS OVER ENTIRE LENGTH TO BE I I L---J ( TOTAL;(4)BARS ...., .......... .......... ....... _ _._ UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS {{ T���}'' •••• AIR DURING CONCRETE PLACEMENT. I I - L'--J PB 1 •L..IY .•••• .... SPHE :. .. 1 ANCHOR BOLT TJ Z4xt0 19 :I C-U-I,C+L CJ i SAG� RBTRICTWE NOTICE TENDON 5TRE5SINI6 PREPARATION NOTES - ••T r - ADD : Uwo I.REMOVE POCKET FORMER. P2 2 )_ - THESE OliAw►G& 2.GHEGK INS IDE EACH POCKET HOLE,MAKING` E,THAT EXPOSED PORTION OF _ ❑ I : I4 ! Q)a 4 TOP{: ® 5/a'O x 12'Ib 48'O.G. gEORO,IMaApeTHE FXC1l4NE Q TOP LQ I �I -----------_ -sure..................1......:....L. .;.......... .{T�.7)'P,ANAL'E.YI:........:.........:...........................T-J.PANEL"E.W:... ........I.:ANGHORPGE 15 CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT WITH A I u I I I L- -- ------ L=W-O"PAST 4'-0'PA5T: I _ c A K' SCRAPER OR SCREWDRIVER. L-- , S/D'V x l2••E2'O.G. INFoaNUTION SHHv+m is E.INBCRT A PAIR OF 6RIPPERS BY HAND INTO EACH ANGDRASE. I : TOTAL-(4)BARS P4 TOTAL(4)BARS ,; HwroAua�ens 4.RUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT J : 1 ® AHa NIO NMTOFTIBE dIAWM[S DIMENSION PROM THE EDGE OF THE SLAB.A YELLOW CRAYON AND A WOODEN CARPENTERS - \A r---- r- 1 \ s/a'V x 12"•f2'O.G. CAN E CaN�,TMNlS�1®,alt i RULE ARE RECOMMENDED. Q I .__ --._- -� r I RM Nroauvv ANT ' TENDON STRE591H6 PROG�URE NOTES r I - -._......... ... ......,•••............: ••_______-__ S/a•0 x 126•D'OG: wT1HH011T WRfTT@!ObNbBlf OF I.THE STRESSING OPERATION MUST BE UNDER THE IMMEDIATE CONTROL OF A PERSON ALL INFOFC•1ATION FROM :K r- ® ,xtwslN�ooraunwc EXPERIENCED IN THIS TYPE OF WORK:NEhJIHE MUST EXERCISE CLOSE GHEGK AND RI61D BASIC PLAN APPLIES TO a a TI I C>'_I �,•TUGG'J 'LC _ - -7 � il•�, awrx,.'III h Gontpct WCOPTIOGHm CONTROL QF ALL OPERATIONS. PARTIAL P.T. FOUND�4T I ON PLAN ALTERNATE H"ATION NNO) m a I I I �4�/Y� cormxTacaouvNao 2.THE STRESSING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE TEST CYLINDERS, In - ICr S/a•O x IZ'b la'O.G. Nr_aaNrs aBav® I CURED UNDER JOB 517E CONDITIONS,HAVE BEEN TESTED AND INDICATE THAT TE - - X L J_ CONCRETE IN THE MEMBER HAS ATTUNED THE STRENGTH GALLED FOR ON THE STRUCTURAL l� /� SCAL� I/4n s I'-�• , TJ 22c T " N q DRAWNGS OR 2000 pfl(MIN). PLAN 3B (G�4TEC ORY 1) I L_-- --- -- -- � i ARA6E PORT 6 PORTAL •Ide•W BXb.III i E.ALL PRESTRE551N6 STEEL SHALL BE 5TRE55EV BY WAN5 of 0511 OR OTHER EQUAL HYDRAULIC JACK5,EGa/IFPED WITH ACCURATE READING,CALIBRATED HYDRAULIC I I PRE95URED GAUGES.A CALIBRATION CHART SHALL ACCOMPANY EACH JACK. L J W Xb f2'•12'O.C. 4.THE POST-TEN51ONIN6 OPERATION DULL Be 50 CONDUCTED THAT ACCURATE el-ONGATION OF THE PRE STEEL CAN BE RECORDED AND COMPARED KITH COMPUTATIONS r_:_ _-_ I P2 SUBMITTPR AND APPROVED BY THE STRUCTURAL.ENrlNEER. _-__-- ____J 5.INDEPENDENT IN5PEGTOR TO RECORD ALL JACKING FORCES AND ELONGATIONS AND Iq f EX6 N�••D'OUC. SUBMIT REPORT5 TO 0OW15 L'N6I�RIN6 FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF .___ STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. b.THE MAXIMUM JACKING FORGE TO OVERCAME FRICTION SHALL NOT EXCEED ii OF THE I II I ViM1T-�" TABLE-)'�'� ' ULTIMATE PORGE OF THE TENDON I I - I II 2 x41'A =3" 2x43 =3 14 2 x45' = 4 = I x45'A =5 5/a' - i (415 x.90-ESA kips). ______________ _ _ I II T- EL WHT-PNHK WHT-6RY WHT-SRN WHT-6RY ` 1.TENDONS SHALL BE ANCHORED AT A FORCE NOT TO EXCEED 10%OF THE ULTIMATE ' T�Y'-T `.^.r- J� r FORGE OF THE TENDON. ��-- ___-F-_ -_.__._I 11 SPACES AT 4'-0'O.G. 501L EXTERIOR INTERIOR d_ (41.5 x.70•28 .g -_____ --J CATEGORY X 8.THE 57R'"0'INS OPERATIONS PROCEED AS FOLLOWS. ! I ADD _ FOOTING EMBEDMENT RIB OVERALL O - BELOW LOWEST GRADE THIGIO✓E55 Z�rr -REMOVE 6ROMMETS AT THE STRESSING ENDS;CHECK INSIDE EACH GROMMET HOLE TO ,I a I CATE60RY I(O<EJ.s 50) 12'ra SHEAR `l O MAKE SURE THAT THE ANA S ANCHOR ARE FREE FROM DEMENT PASTE;IF NOT REMOVE PASTE Q)4 0 . POST TENB I ON FOUND?�T I ON PLAN FROM ANGHORASE WITH A SGREYDRIVER I I L)4'- "PAST I i (LOW EXPANSION 12' WALLS oNLY IL -INSERT WED&E5,SIDE BY SIDE,BY HAND INTO ANGHORA6E. I b-0.1 •I I GATL-GORY II(51<E.I.S q0) PVT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT A FIXED DISTANCE FROM I TOTAL(4. THE EDGE OF THE SLAB. I TOTAL(4)BARS ( a.'+�iU4L,C I/4" t: ,'-Q" 18' Ib' _ cy -STRESS THE STRAND AT EE klpf. i i, q , PLAN 3A (GATEIS ORY 1) �I���� 24" 24' z w -SEAT THE H•ED6E5 IN TE AW%.RACM USING THE HYDRAULIC SEATING DEVICE BUILT INTO I CATEGORY III(ql<E.I.5 150) 0 0 THE RAM. THE RAM. I _ "" I C� IL5 REPORT FOR SOIL CATEGORY ON A LOT TO LOT BASIS. ~ a -MESA "RE FINAL ELONGATION.RECORD ELONGATION. I �I r �"'1E I- d w q.IF INCONSISTENCIES BETYEEN THE CALCULATED ELONGATION,THE MEASURED ELONGATION, H', 1"^ :3�"I-- I Q AND THE JACK ii READING OGCAN,THE JACK-GUA6E-PUMP UNIT SMALL BE - 1 REGALISRATE.AN AGREEMENT OF"THIN 1%UNDER TO 1%OVER SHALL BE SATISFACTORY. I q..I' 10.TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE PLACING ORAN NGS.TENDONS THAT ARE STRESSED FROM BOTH ENDS WHEN REQUIRED AND NOTED I I I 'I I PER PI r L._.__ ---_ - --.J , PI O Q w ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHOM ---- ---- Q THAT THE NEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF 1 ARCH. �,J L r.TJ IL J p THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN AT THE I I I I ..`` W z OPPOSITE END ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE W Q PLAT-1--I--TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED T•10-WA.Y ! '•5 T'�O� I I I m w J 5TRESSING.1 W w If.PARTIAL(OR EARLY STRESSING)OF TENDONS,WHEN REWIRED AND NOTED ON PLAN, - � � j ' ` SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF 6000 I I � I I I � I I I �m V 10 Ck Y LB AT(2 DAYS AFTER CONCRETE PLACEMENT AND THEN FOLLOWING UP NTH MINA_ -I ( I I I I, 2 ELON6ATION5 SHOWN ARE BASED ON.TO f Pv.MffA:UFi ELONGATION T%UNDER TO'1%SSINS. I A{p6a ( I - 1 I I .v/,� m Q J OVER IS ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT 8OUVl9 L WO- - EN1611$ERIN6. ----___-- 1- .- __- __ __ - __- N IE.TAKE SAFETY PRE 5TR IONS A5 NECESSARY;00 NOT PERMIT WORKMAN TO STAND _ __ I FOR PERMIT ISSUANCE U U BEHIND JAGK9 WHILE STRE551N6 TENDONS. ++ µCH ._..__-__ 1 -_ 13 - -__- I Y . II I AP^ROVED (h ✓ =Oa ---__ -I--- 1-� _-_-_ SCOTT FAZEKAS&ASSOCIATES,INC �� W STIRE5SIN6 HOLES SEALING NOTES i - � __ J I.TE REUSABLE PLASTIC,GROMMET FORM A MOLE 2•(INCH)DIAMETER WUCH 15 TO BE I _ \ ,-__�. F r_I I.�w.�l .,� -I) V Q� FILLED AND SEALED WATER TIGHTS - 1 2.USING A GUTTING TORCH,BURN OFF EXCESS STRAND 1/2'To 5/4•BACK IN HOLE.BE P2 , rt•I r / ! BY DATE CAREFUL NOT TO DIRECT FLAME ON eRIPFER5.USE A LARGE HOT FLAME AND COMPLETE r-L- .. I 4 ` Y'• 1 I I_ ;-I These plans have been rova,vetl for adherence to the THE GUT A5 GUIGKLY AS POSSIBLE. I , applicable codes and ordinance. Authorization Is 5.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPACK L.-.- - - ( _��__ hereby granted to Isgue a building permit pending PROJECT NUMBER, 60'739 ------ --- ---'----' ---------- ---'--------- approval by all applicable City agencies. ���� Ob/08/04 FURP OUTS WITHIN 10 DAYS.ANON-METALLIC EPDXY MIX SHALL BE USED FOR THIS ! - The Issuance or granting of a PLOT DATE I2/I5/04 ® 9 permit based on PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWD PARTS DEMENT TO ONE PART SANDS approval Of these plans shall not be construed t0 AGGEPTABLF�. _permit or approve any violation of the applicable DRAWN Ill T.D.P codes or ordinance. No permit presumed to give A-615 C PARTIAL authority to.violate or cancel the provisions of such REVISION BY: x i -DEFORMED MILD REINFORCING GRADE 4D f•B l a4)STEEL SHALL CONFORM TO ASTM PARTIAL ALt-INFORMATION O'+ codes shelf be valid. A-bIS6RA17E 60(a5{6166EW -STRANDS SHALL CONFORM TO ASTM A-416 ALL I►�'`T�+FROM PRpOvPERTIES OF T-WIRE 5TRAND 1/2•DIAi BASIC PLAN APPI•IES TO CA51G PLAN APPLIES TO -;, A"L „ 21 ui15B P.T. FOUNDATION PLAN OPTIONAL PLANSNNP)- P.T. FOUND?�TION PLAN OPTI7NALPLANSfUNA, SHEET NO- -F AA.TIMA7FJ-POUNDS 41,EOOH1 SGUa,I-E I/4n = I'-On > ALE r 1/4n ' I'-On In-p.12ay0O,000(� OPT. FLEX BP?�GE OPT. PATIO S-3. A MAXIMUM FOltl f )TO 5aPOOr OVERCAME FRIGTION -MAXIMUM ANCHOR FORCE(.,f Pr)29.g0Oa -UNIT ELONGATION PER FOOT 0.01T(PA l'!/"'I1NDn)(12 INGHCS)AREA E U 51PEC.IAL PIELD CONSTRUCTION NOTES I.FOUNDATION DIMENSIONS ARE EXTRACTED FROM ARCHITECTURAL ORANNSS,GOUVIS EN&INEERIN:S CALIFORNIA DOES NOT A 5UME ANY LIABILITY WITH RESPECT TO THESE DIMENSIONS.CONTRACTOR SHALL VERIFY ALL FOUNDATION DIMENSIONS WITH THE SYMBOLS LEC END ARGHITEGTIRAL DRAKINCf AND KITH FIELD CONDITIONS.CONTRACTOR SHALL VERIFY THE - I I LOCATION AND 51ZE5 OF All ANCHOR BOLTS,HOLDOi EMBEDDED STRAPS AND FRAMING 1 • _____ FOOTING MATERIALS.CONTRACTOR SHALL VERIFY CONFIGURATION AND LOCATION OF ALL _ ... -_ 3'-D• 4'-0' ARCHITECTURAL FEATURES,^J1GH A5 BUT NOT LIMITED TO DEPRESSIONS,SLOPES,SHELVES, - �._.. (I PATIOS.PORCHES,AMC;STOOPS. _ _._. __. ..__._...__._ ._ _- _i 2.GOUT_Aii SHALL VERIFY TENDON LENGTHS AND STRE55ING TAIL LENGTHS PRIOR TO DROP IN SLAB(VERIFY PRIOR TO GONSTRUGTIOtU 2.CON ATINS GABLES.DOLOR CODING OF CABLES IS ONLY TO ASSIST TENDON PLACEMENT, ------ --�--- G "'�i/� AND MAY BE REVISED AT THE CON7RACTORS OPTION.ANY DISCREPANT IES IN,BUT NOT _ ••••••••••....5 .........•........••....•...•.... .. ...... ••..........+ �: - - ...... . ..........:..... ...........I........ . ........ wtms LIMITED TO,DIMENSIONS,TENDON COUNT AND LENGTHS,COLOR CODING,AMC)ELONGATION - ..•- r___� r �411j r_ _, ��.� ':y. .,...r_-F ADC, _ _, _._._._ RF_BAR DESIGNATION SHALL BE DROUGHT TO THE ATTENTION OF GOIVIS ENGINEERING PRIOR TO 1 I:-h���•f�{ I 1 I I 1 L -.. I )- a rOP:t I epgineering FABRICTION rJ.24x10 -' '- S.STRESSING END AND DEAD END OF TENDONS MAY BE REVERSED FROM THAT SHIOYN ON I �..�... lAgITHE PLANS AT CONTRACTORS OPTION.FOR ANCHORAGE OF ENDS AND GENERAL TEtmON b Ey"'L.TT 1 4400 Campus Drive SUPPORT LAYOUT,SEE DETAIL(4/PT-U,(5/PT-I). L___-___ I 1 1 1 I " .1...•..................••.. I"' "'•"•rT1••{�. I •I...1... F3AR5.. ,.,1. © ®X DETAIL NUMBER r 4.THE FLOOR SLAB AND POUNDATION SMALL BE POURED MONOLITHICALLY EXCEPT NFEN - GLF"..; "'""""'"' Newport Beach 1Iff 4. ..� "' ".�I 2 b•-o^ DETAIL SHEET NUMBER SHOO OTHERWSE. _. 1 I I I I _ .1. I I -I ��a. I I S.DIMENSIONS AIZE NOT FMN15FED TO SIMPSON HOLDOi IT 15 THE RESPONSIBILITY aF -•- 1 { LL 1 1 1 G I rl---_.- 1I I la• CA 92660 THE CONTRACTORSe SUPERINTENDENT,THE FRAMING CONTRACTOR AND THE CONCRETE ADD _ Pa • ! - I 1 I I :Ir , CONTRACTOR TO LOCATE 7HNESE ANCHORS IN THE EXACT LOCATION.REFER TO DETAILS R)-•4 TOP a L. I -- I I 1 - 7 r- ;�....... I 1 1 ?�/') .�:.,. I •II ' 1 - r FOR PROPER INSTALLATION. I Q)-u 4 BOTT. -- - I Id7D:........ I• v? _ _ P?�D .SCHEDULE (2)-+;s TOP Y•....:..................1..1.......a.:...:P.(".�!.�.....1. I,.......... ..o........�:. ::: .I...I.....<............................i.; SAMS PTOOPS P RC ES,P TIOS ND OTHEERED ATTACHERNSM FROM CORNERS IN ALL CONCRETE I TOTAL EL Elm 1 N '- I - Newport Beach (2)-N;4 BOTTOM '! 2'-0'S0.%16'THICK PAD W/(�s4 C.H.BOTT. STOOPS PORCHES,PATIOS AND OTHER ATTACHMENTS WEN CAST INDEPENDENT OF 'TJ PANEL _--______ ____-_____ I tel949.7521612 L_., Sri 1 r• ------ SL___ ____LJ L_�N,. ___�___J __ J L_�____�____J; ON 1.ADMIXTURES IN CONCRETE MIX CONTAIMIMS CALCIUM CHLORIDES SHALL NOT BE USED. 1 ------ - .._ -- - __. - --. _- - -. - -L___J - fax 949.752.5321 D.REQUIREMENTS FOR PRE-SATURATION OF SUBGRADE SOILS AND DAYLIGHT SETBACK OF _ - : 5GL X 16'THICK PAD W/(5)W EYL BOTT. EXTERIp¢FOOTING`FROM ANY DESCENDING SLOPE SHALL COt ll NTH SOIL REPORT 1 Al, 1 7 �.,... -_•-__ ____ r_ r--- --- __ _ �. �'� REDO F/FLOORONS. I PI pl 'I j 1 it n 5'-0^50.X S'THICK PAD W/(4)s5 EA BOTT. Palm Springs 9.ROOF/FLOOR FRAMING.AND/oR HEAVY CONSTFtl1GT10N LOADS ARE STRICTLY _ )8• a;. I I r , I I :�..�!:. .............1' �I DAYS AFTER CONCRETE POUR,IF CYLINDER BREAKS INDICATE MIN 2000 PSI STRENIGHT. 1 - -__.__ i -.-__i. - PI I 1•.T...•YY�I• 4 TOP• �' i�i..•.....I•...t... .y II•••• .f.•r..... ,1 v : tel 760.323.5090 PROHIBITED TO BE IMPOSED ON SLABS PRIOR TO STRESSING.BEGIN WALL FRAMING 5 �.� 1 I : 2 :' '` { mow' .;LL_____,_J L I I i ,� I•: 3'-6'S0.X 16'THICK PAD W/(4)es EYN.BOTT. 10.SPEUAL INSPECTION 15 REQUIRED FOR 71$TtTIDOt1 INSTALLATION,CONCRETE _ _ ! - I I I I a 80Tr. I J tp 4•:o•PASr :I L I 1: �6'o I FIN SHH¢6RADE AND SAROIIND THE PERTRESSIMS,OF P�METE�FF POST T�Ei51ON SLAB SHALL BE CONSTRUCTED m - : 'I"II ;1 - HUAN NGUYEN,RE ...-... I I .� M• I n 4'-0'90.X I6'THICK PAD W/(S)e5 E.W.B07T. SUCH THAT RAIN AND IRRIGATION WATER I5 DRAINED AWAY FROM THE SLAB. U U U U ............, ,......... I ...{ iI TOTAL(a)BAR$! 12.ALL SITE AND PAD PREPARATION,SUCH AS BUT LIMITED TO GRADING GOMPAOTION OF - .. ••• 77 I 1 ...... ! ... { I, ' THE FILL,PRE-SATURATION,AND GDINGI¢ETE SLAB BASE PREPARATION,SHALL BE iT •••• •,•••• ..•�.•q...•••••••• ••.j.. 4-0 50.X 16 THICK PAD W/(5)IFj EJQ BOTT. PERFORMED IN ACCORDANCE NTH THE SOILS ENGINEERS RECOMMENDATIONS AND O 1 �• I I 1 �, OepOEESS1 M1,, III, INCLUDED IN THE SOILS REPORT. ALL INF'ORt•1ATION FROM « __ ._1 -.. __-. .. - q i 4t' PN ALTERNATE ELEVATION NN.OJ a1} L----- BASIC --' , J ice. I 1 '" 5-0 SQ.X ID TMIGK PAD W/(5)eS E.W.BOTT_ "u J Y-- s � y PARTIAL P.T. FOUNDATION PLAN STRENGTH. .0 OF THREE(5)GYLINDERS/SLAB SHALL EE TAKEN TO DETERMINE CONCRETE PLAN APPLIES TO a `.....� „''_ _�__ ..... 5-6 SQ X ID THICK PAD W/(6)05 E1W BOTT •� y 2 r n SCALE I/4" - I'-O" Q 0 ..............____ �.•i.. _ - I.1ULKHEAD DY LOCATING THE CENTER OF THE STRAND BUNDLES PER THE DIMENSIONS ON PLAN 5C (C ATE eORY 11, 1 1 1) N p r -R'�� 1 .r I �' •r --- n # p DI # THE STRAND PLAN.MOTE EULKHEAO DOE NOT HAVE TO EC BRACED LATERALLY,THERE 15 y al t j W I - 1 l I{N. q ', 1 1 ' POST TENSION NOTES ; C/yl NO TENSION ON THE TENDONS UNTIL AFTER THE CONCRETE 15 POURED). x K PTI I I c` 'I :� 1 rFOy Opp ' 2.MARK LOCATION OF INDIVIDUAL ANGHORAGE5 ON EACH SIDE OF BUNDLE CENTERLINE 1 2 I I I r •I l CALIF I,I PER DETAIL(4/PT-1)AND DRILL A 3/4"DIAMETER HOLE IN BULKHEAD UNLESS NOTED : f�•F -1-�__•Fa/�' _ ,1 P2 ! i l I i I. SEE SHEET PT-I FOR STRUCTURAL DESIGN NOTES AMC)TEOHNIGAL OTHERWISE.DO NOT ERECT INSIDE FORM OF DOUBLED IF PERFORMS UNTIL TENDONS ARE IN O ;,I..... ::: }} .. .... .. ? ........ .........: , PARAMETERS.SEE POST TENSION DESIGN PLANS FOR SPECIAL PLACE. w��V I IV'�„, :.••..•...•..• ...• P2 :. pig .�/- .•.�••.�...•.�..•.. ••..�••. CONSTRUCTION NOTES,TENDON AND ANCHORAGE INSTALLATION 5.LAY ALL THE STRANDS IN ONE DIRECTION,THEN LAY ALL THE STRANDS IN THE OTHER 1 -j (LC;., 1 I b I Np7E55,CONCRETE PL.AGEMENT NOTES,TENDON STRECY IN6 REVISIONS DIRECTION.REFERRING TO THE PLAN,5ELECT INDIVIDUAL GOLOR-CODED COILS OF STRAND � Fr<LL' -'� 2 LL PREPARATION NOTES,TENDON STRESSING PROCEDURE NOTES, AND UNROLL THEM IN PLACE.BEGINNING AT THE DEAD-END,IF THERE 15 ONE.AT LEAST 16' i i j qC Q 1 ' •,® rYP l J STRESSING HOLES SEALING NOTES. NO. DATE DESCRIPTION OF STRAND MUST PASS THE BULKHEAD AT EACH STRESSING END. .• I ...... ... ........ ARCHITECTURALANDIFOTHERS) ••••1•..1.....;.. POST-TENSIONED FOUNDATION PLANS AND REFER TO II/10/04 CLIENT REV. THAT THE CENTERLINE OF THE ANUIORA.6E5 15 APPROXIMATELY 5 1/2'BELOW TOP OF 1 I 1 l I I 1 •. ARGHITFxTURAL AND STRUCTURAL IF BY OTHERS)DRAWINGS FOR SLAB- L_______-_-- ' I I I I I I 1 216'-0' I I 1 ALL REMAINING DIMENSION NOT SHOWN ON POST-TENSIONED 6.AT STRESSING ENDS,REMOVE WRAPPING TO APPROXIMATELY 6.1N51M THE BULKHEAD. , D FOUNDATION PLANS. D'-O"II I �J DO NOT REMOVE GREASE.SLIDE END OF STRAND THROUGH THE HOLE IN THE ANCHOR AND _, _ �_ '`7 J L_ ______ \I j r ____J g V�FY ARCH TEG ------------ 1 1 I P4 I I - I m...,•.r:.rr. ...".. I �Rl� TIN; /: �� Olei I-OR ANCHOR DTI L URAL MOLDOINcALLL TTURAL'INFORMATIOON)AND (THROUGH THE BULKHEAD.LENGTH OF EXPOSED TENDON AT DEAD END IS NOT TO EXCEED ---- L--J ••� t �•� - eI _ 1.STRAIGHTEN TENDONS,CURVING THEM SMOOTHLY AROUND HOLES OR OBSTRIIGTIDNS. I I I I 1 '•,C : _,,: f•••r T T�• PLACE 5UPPORT5 AT CABLE INTERSECTIONS AND TIE THE STRANDS TOGETHER. I L (A 'P 6.GHfyi1C STRANDS FOR TEARS IN PLASTID WRAPPING AND REWRAP.ALL TEARS IN __ 1 SHEAR HALL LOCATIONS. f- 1 I (7 TOP 4L 0. 1 I 1: 1 1 1 4. REFER TO TABLE BELOW FOR ANCHOR BOLT SIZES AND SPACING. I i ) 4 Gorr. R I I? I WRAPPINS 12'OR LONGER SHALL BE REPAIRED. �7 -+ •,/•" �-I I L -fj•PAST 9.TENDON PLASTID HRAPPING SHALL BE GONTINUOIY OVER ENTIRE LENGTH TO BE I c•••' '^�•' I -------- I_-J ! 7J le EA'l. I 1: l�uu !S g. REFER TO DETAIL 15/PT-I,16/PT-I,I7/PT-I AND lb/PT-1 FOR 2 g r------------------� IE� I 4U1 INsrA,vnoNOFHDLDovais. TIV UNBONDED AND PREVENT INTRUSION OF CEMENT PASTE OR LOSS OF COATING MATERIALS I -- J :1 TOTAL;(4)BARS : 1 19: I IiI'-2•: 1 DURING CONCRETE PLACEMENT. I L_ J r.l........... ...................0 y.i .... .................1...1... ........ ... .... .............. ......._ ! P3 :L•: \ '':'p+ ANCHOR BOLT TENDON srRe551N6 PREPARATION NOTES _L J TJ 24xbo 19 :I°7'-i".CRL[ = I ' 4 .. .I••.I•.•. ..{. PTM,EE SPACING, I.REMOVE POCKET FORMER. P1 7 r ADD: 1 1 _ 1 1 RDD 1 RESTRICTIVE NOTICE 2.CHECK INSIDE EACH POCKET HOLE,MAKING E,THAT EXPOSED PORTION OF 1 _______ __J 1 PI I : 1 Q)_r 4 TOP t 1 1 - I 1 Q 'Ii 4 70P!: I THYSE pFS q gAWNTd,Mp ANCHORAGE 15 CLEAR.IF A FILM OF CEMENT PASTE HAS INTRUDED,REMOVE IT NTH A 1 ❑ 1 ___ ' ❑ I L : 1 1Q.)-w 4 BOTT. { 1 : I 1 -M4 1 /6.O x 12".4D•O.G. SPfCIgCvigNS MFTIE IXaUm -_�______-., Q Bpr7 SCRAPER OR SCREWDRIVER L__ ,.. : {,. •4'-0"PAST Lw 4-0"PAST: ® raoeaTv of eouvs eNahaarn ................... .........' C.INSERT A PAIR OF GRIPPERS BY HAND INTO EACH ANCHORAGE.. --J : .•..:.... TJ"PANEL'El'C.1...1••• ..... .....•..:.•..L•.L...TJ'PA:RG:-E3L'... .-""1^. coNeutNc dIIX1,Nn Au S 1 J TOTAL.(a)BARS( I P4 I 1 TorAL(a)BARS 1: © gro m x 12 /sr oc. coraoeN uLroulrrc�e+s 4.PUT A CRAYON MARK ON THE STRAND AT THE EDGE OF THE SLAB,OR AT A CONSTANT efORMTION1/gwN6 DIMENSION FROM THE EDGE OF THE SLAB.A YELLON CRAYON AND A HOODEN CARPENTERS :. ... 1 run NO raaT aTHNlsioenwrNca RULE ARE RECOMMENDED. A 1 \ �- f- . i .•. 1 Sro'1 x 12•.12'OL. iuKtoo�. O- -- "l TENDON STRESSING,PROCEDUUME NOTES t" _ _ .•..-......... ... .. I.THE STRESSING OPERATION hA1'T BE UNDER THE IMMEDIATE CONTROL OF A PERSON n K ' "-7 "7 - ___>___ _ ..... ..•••.•• ••••• - ® WO x IX x I]'0 16.OC. wr1H oUTwHURB1 CON1 a COW-ROL OF ALL 2.THE STRESSING SIT `H CONCRETE TESTCYLINDERS,EXPERIENCED IN THIS TYPE OF NORK,HE/SHE MUST EXERi CLOSE GHEOK AND R PARTIAL P.T. FOUNDr4TlON PLAN BASIC,i INFORMATIONALL A N.o� 'T1 l ._c`'-!";7���� I © -__ ___ ______` , ® D S I��tN, CARED UNDER JOB mF4ULnrn ratcur uoH CONCRETE IN THE MEMBER HAS ATTUNED THE STRENGTH GALLED FOR ON THE STRUCTURAL SCALE I/4 - I-O 1- T J- q h s 4 ro'1 x I2'0 I6'0,C. AtU aIGHTsn�v» 1 DRANNG5 OR 2000 pot(MIM). PLAN 55 (CATEGORY 11, 111) I �.__ --- -- -_ I TJ 22XT T q TJ 2XT sxbe M/SX6 NII 1 5.ALL PRESTRE55ING,STEEL SHALL BE STRESSED BY 1-11 OF 05I,OR OTHER EQUAL ARAAE PORT 6 PORTAL HYDRALIC JAGK5,EOIIIFPED NTH ACCURATE READING,CALIBRATED HYDRAULIC. I PRESSURED GAUGES.A CALIBRATION CHART SHALL.ACCOMPANY EACH JACK. _ L J II��w6II ro'9 x 121111 4.THE POST-TENSIONING OPERATION KILL BE SO CONDUCTED THAT ACCURATE ELONGATION - sides r</9X6 sill ! OF THE PRESTRESSING STEEL CAN BE RECORDED AND COMPARED NTH COMPUTATIONS T- P2 SUBMITTED AND APPROVED BY 71E STI2UGTURAL ENGINEER. ______ 5.INDEPENDENT INSPECTOR TO RECORD ALL JACKING FORGES AND ELONGATIONS AND ��-- Iq y, '1 x 12'/D'OC. SUBMIT REPORTS TO GOIUVIS ENGINEERING FOR STRUCTURAL ENGINEERS APPROVAL ONLY IF sklss M/5X6 sill STRESSED TENDON ELONGATION EXCEEDS TOLERANCE. 6.THE MAXIMUM JACKING FORCE TO OVERCAME FRICTION SHALL NOT EXCEED 60%OF THE I - ULTIMATE FORCE OF THE TENDON. WHT-BRA _ (41.5 x.60•55.0 klp.). - 1 !1 2 x4l'A +3" 2x43' •3 14• 2 x4 ' - 4 _ - I x45'A •3 3 6' TABLE 'I J\ N , 1.TENDONS SHALL BE ANCHORED AT A FORGE NOT TO EXCEED TO%OF THE ULTIMATE _____________ _ _ __T_T_r_ 1_ I Irk 1 I 1 T- L WHT-PNK YVHT-CRY �"L - I FORGE OF THE TENDON. - I WHT-BRA Y'wNT-6RY (41B 70•24,A k"). I rs:s -1"--'1 ' II SPACES AT 4'-0'O.G. EXTERIOR IMERIOR Q FOOTING EMRFDMEW RIB OVERALL D.T7$sTRE951N6 OPERATIONS PROCEED A5 FOLLOI^LS, � ---- : -1- -- J I' $OIL� -REMOVE GROMMETS AT THE STRESSING ENDS:CHECK INSIDE EACH GROMMET HOLE TO ! I i I ADD L ' J I CATEGORY BELOW LOYEST GRADE THICKWlE56 MAKE SURE THAT THE ANCHORAGES ARE FREE FROM CEMENT PASTE:IF NOT REMOVE PASTE ! l I 12)-x 5 TOP• 1 ,( FROM ANCHORAGE WITH A SCREWDRIVER. _j 1 )-M5 SOTT. CATEGORY 1(O<E.I.S 50) t2••SWEAR <O 13 INSERT WEDGES,SIDE BY SIDE,BY HAND INTO ANCHORAGE. I 6'-0" 'I 4-O PAST I ! 1 P05T 7EN51 ON FOUNMAT 1 ON PLAN a.,OH EXPANSM 12' PULLS ONLY - � ! THPUT A E ED PAINT MARK ON SLAB.EACH STRAND AT THE SLAB EDGE OR AT A FIXED D15TANGE FROM I l HDIOAE.W. I I I CATEGORY 11(Tsl<E.I.S qO) Jl A TOTAL(4)BARB I SGALC : 1/4" . I'-O" ID" ID• rLL -STRESS THE STRAND AT 95 klpe. ' i I , ' PLAN 5A(CATEIIORY 1 I 111) "�'�'E'0'AN510N) o ai -SEAT THE VEDGES IN THE ANCHORAGE USING THE HYDRAULIC SEATING DEVICE BUILT INTO 1 I q I / CATEGORY III(ql(E.I.S 130) Z IU MEASURE FIREMOVE THE NAL LONGATION.RECORD ELONGATION. -_P I r. --� -- -------J M15N EXPANs10W 24' 24' O� F O THE RAM. N _ - --J ILL ---� •'-fz SEES H V AND THE JACK GUAGE READING OCCUR,THE JACK--GUA&EA71�P UNIT SHALL BE HE MEASURED ELONG,A710N, _ l���r___ SEE SOILS IMPORT FOR 501E GAT6GORY ON A LOT TO LOT BASIS. J Q W RE_ALISRATE.AN AGREEMENT OF NTHIN 1%UNDER TO 7%OVER SHALL BE SATISFACTORY. I I1 i'I 1 ,S Gi• I 1 U 10.TENDONS 5TFM55ED FROM ONE END ONLY SHALL ME 50 INDICATED ON THE PLACING 2 _ DRAWINOS.TENDONS THAT ARE STRESSED FROM BOTH ENDS NHEN REQUIRED AND NOTED Ci`•'JI'7 'ITiT- ' 1 1- _.M _��_� -�1. z O z ON PLAN NEED TO BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY IF IT CAN BE SHIOWN - 1 F I - I PI t---- ------ ------ PI QI In W THAT THE WEDGES ON THE OPPOSITE END ARE PRE-SEATED AND CAUSE NO SLIPPAGE OF I 1 THE TENDON.THESE TENDONS MAY HAVE MORE ELONGATION AT O!E END THAN AT THE I J L r•�T O J Q OPPOSITE END.ELONGATION FROM BOTH ENDS MUST TOTAL THE ELONGATION SHOWN ON THE - .` PLACING DRAWIN65.TENDONS EXCEEDING 100 FEET IN LENGTHS MAY NEED THO-WAY 1 �j T-0" 1 I I( 1 1 MV Q$O STRESSING.( 1 1 I I I Iq I i Z Rr/ _ II.PARTIAL(OR EARLY STRESSING,)OF TENDONS,WHEN REQUIRED AND NOTED ON PLAN, I I I - I I I rr!!11 10/ Z W-1 SHALL CONSIST OF INITIALLY STRESSING SUCH DESIGNATED TENDONS TO FORGE OF D000 I I O C LI W 111111 LBBAATTT((STRESSING. APTER CONCRETE PLACEMENT AND THEN FOLLONNG w WITH FINAL t, 1 I I' /pT� I I - I I Iq m ( 1) In Q W 12.ELONGATIONS SHHOWN ARE BASED ON.10 N pu.MEASURED ELONGATION 7%UNDER TO 7% I 1 I'0Bq ( { 1 v +'+ ;' 1 I � \,^J Q�Qr Q OVER IS ACCEPTABLE.IF MEASURED ALONGATION EXCEEDS TOLERANCE,CONTACT GOUVS - L-- I , , I I i 1 I I ! V' m Q-J llA ENGINEERING O B TAKE SAFETY PRE STRESSING AS NECESSNDONS.ARY,DO NOT PERMIT WORk:MAN TO STAND F�Z BEHIND JACKS WHILE9TRE551N6 TENDONS. ------ ----- - _ r I U O TRE551N16 HOLES SEALING NOTES I��.THE REUSABLE PLASTIC,GROMMET FORMS A HOLE 2'(11 DIAMETER WHICH IS TO BE h L--- �- , --, _ FILLED AND SEALED WATERTIGHT. ______ ________ __. __ -. __ __.__ _ '__ .�__ ____ APPROVED O - F-$- F i� FOR PERMIT ISSUANCE U 0 J .,.I151NG,A GUTTING TORCH,BURN OFF EXCESS STRAPS IR'E HOT BACK IN D CO EE I I"2 I I _JI I� n GAIREFUL NOT TO DIRECT FLAME ON GRIPPERS.USE A LARGE FIOT FLAME AND COMPLETE I _ I ° I t�I'- 1 --T T i SCOTT FAZEKAS&ASSOCIATES,INC F THE CUT AS QUICKLY AS POSSIBLE. 1 r L 1 I '_+.�'}�' U.•1 I L_�J ' S.AFTER TENDONS HAVE BEEN BURNED OFF,THE CONCRETE CONTRACTOR SHALL DRYPACK _ j BLOGKOII'r'c WITHIN 10 DAYS.A NOWMETNIIG EPDXY MIX SHALL BE USED FOR THIS B•/ DATE ! PURPOSE.(AN ALTERNATE STIFF MIXTURE OF TWO PARTS CEMENT TO ONE PART SAND IS ! -------- --------------------------- - -�-�-_ _-____ �_J These plans have been ev-Ted for adherence to the PR NUMBER: b0'139 ACCEPTABLE). applicable codes and.ordinance, Authorization Is hereby granted to issue a building permit pending WMDATE Ob/Ob/04 TECHNICAL PARAMETERS MOTES PLOT DATE 12/15/04 -DEFORMED MILD REINFORGIN6 GRADE 40(e5 R e4)STEEL SHALL CONFORM 70 A57N approval by all applicable City agencies. A-6156RAVE 60(05 a Ell The Issuance or granting of a permit constasedrued to DRAWN BY. T.D.P -STRANDS SMALL CONFORM TO ASTM A-416 PARTIAL PARTIAL approval of these plans shell not be construed to ALL INFORMATION FROM pe m❑ er app.ove any violation of the applicable REVBION BY: ,X -PROPERTIES OF 1-ARE STRAND IR'DIAMETER ALL BASIC, FR014 Mpv ULTIMATE)2TO ks1 BASIC PLAN APPLIES TO BASIC ALP APPLIES(UN TO codes or orJclAt o o Nip Cc:the presumed to such -AREA-SQUARE INCHES CUSS P.T. FOUNDATION PLAN a++AL PLANS NNo� P.T. FOUNDATION PLAN OPTIONAL PLANS NI1A� authority la vlalate or cancel the provisions of such codas shall be valid. SHEET NO.: F MAXIMUM O_POUNDS41500» OPT. FLEX SPACE sG : t/4°= 1'-O" OPT. PATIO S-3. 1 Ee-pol 26000POO( SGALM : 1/4" = I'-0.MNAXIMJM FORCED i pu)TO SSp00"OVERCAME FRICTION - MAXIMUM AND/OR FORCE 0 i pe)26,gO0eUNIT ELONGATION PER FOOT 0.01g'(PA POUD9)(12 INCHES)AREA E 1 SYMBOLS LEGEND 0 POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER sGV mLe V / SPAN AND DIRECTION OF FLOOR MEMBER PER SCHEDULE GOUVIS SPAN AND DIRECTION OF DECK MEMBER PER 5GHEOULE envilnee� � SHEAR PANEL WUMBER REFER TO SHEET 50. FOR PANEL TYPE,PANEL LENGTH NOTED 4400 Campus Drive ON FRAMING,i FOUNDATION PLANS. Newport Bea Lr � - - - E ---- ---- -- 4 _ X DETAIL NUMBER (,A 92660 L•s-t�j i �-•�-rC•-y�•�."^- r DETAIL SHEET NUMBER l/ BEAM NUMBER,REFER TO fi01f`/IS s1A 4G O ENGINEERING GALGULATIONS Newport Beach I R EACH TRU55 qB qB j 12 0 KEY NOTE NUMBER tel 949.7521612 `(} r I IB IB 1 ib ® S 1 2 II B 11 6G 45 10 fax 949.7525321 � REARING WALL r r r S L5L RIM J01511` CALIFORNA FRAMING - -- - — — - --— 5'-b• �- �F4b• xa ® Palm Springs END co T. I, v re1760.323.5090 I' _&.TAU F•I 4X6 4X6 4XIO 4XI0 '.'.-51/2" `t B iGEY NOTES __-._-_-__._.___._._.__.____.__ 1', eA_- - Y y 4 2 1 CONTINUE SHEAR PANEL THROUGH WALL I._ -..h" ! _-� HUAN NGUYEN PE 1 yLk A ('+l - i I� ♦ L-k. S O STRAP(5)OR HOL.ABOVE C_ Ni 3 PLYWJOD AROI.ID OPENING.SAME TYPE A9 ADJAGCNT SHEAR PANEL, • !A l -.% , I ', p IA •p TlJH TRp5f55)U4,. I SIMPSON T522 FLUSH BEAM TO DROP BEAM . J _ rr•, Q HI 1]1 G Cl. i3 OO PROVIDE SOLIID BL)OGKING BETWEEN FLOOR 2 / 7 2 N1 5/,i• 't II'.� I `'f _�___-__� _ ' I k 6 LINE OF BLOCKING W/EDGE NAIL. W 01 I' GLG. PLF•100 � N(D _ 2 O SEE PLAN FOR NUMBER OF SAY5 V, # • PROVIDE SOLID BLOCKING 'Tlf. Cf VIL PT 2 Of O a TYP. F I I IL A'F O Tms W/E.N. CALIF PROVIDE Sx SILL PLATE unV 1 1'JftLL q II 12'-0• UNDE 9HE LINE OF BLOCKING IV EDGE NAIL REVISIONS UNDE -r r_t"'•� I w-7 ` I I J�� � 10 R SHEAR WALL ABOVE VY(I)G516 / ♦ II TRUSS HANsER BY TRUSS SUPPLIER NO. DATE DESCRJrf10N PLF•100 NON 2 I 4G f k 5 12 CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN I IOO 04 CLIENT REV. y.l p IA �—— j I ' - - 1 — L a I FRA M I Ne SCHEDULE 5y. I ID SB �.,,, T / I -1 '7. _tv 1 _ - -- -- - - - _ - DES16IED ROOF TRUSSES 0 24 O.G. �y 1 r 1-- I . .. - 16 oL II r14 I G.j l•./ �.. ------- '--'- I I •I O 14•T-11 250 e . ! ( - 14 TJI 250 a 12 OG 9B - 4X6 O I - 2 /i I I 3 - - I { 14'TJI$60 6 16'OG. i -- •• O 14•TJI 360 a 12.O.G. - j p I _ .rY f _.�_ �. - _ .RI T' _L - J ! 5 I b•XIb i/2.6LB T a itA `--� O 2 X 10 DECK JOISTS a lb,O.G. RBTRI[TNE NOTICE I' "I 1 TIMBIERSTRAND �p 13/4 XI4"y I D�PO T 2 X 10 JOISTS/RAFTERS 0 16'OZ. GONT.RIM J015 �C _ O _. ff_ _.,._. I. `h - II r - I i- (�.•s.. 2 4{ r F#UG L5L Op 2 X b ROOF JOISTS/RA.FTERS a 16"O.G. SOKJlraild6/u:r TEE IXa19JE j PLF=180 I L, J I` I _ I --f"_9 J 1 1S '•,g 6G Q - Oq 2 X b FLOOR J015TS/RAFTER5 d 24"O.G. � NORIMTxIN agwNs J caalLTr+c oxaUr.unuL FRA�MINO NOTES REPRODUCE).NOR CAN ANY COIJ�6NIw.To,u1 RRYBVI3 A10 No NVR or Try pUW W[S I� � 21 '-0• UNRFCp®.TRNb(919).Olt .� sT:ucTullla es lRlLr NtoII TUBI + D'-0 II 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAILS SHEETS r'� 2 �-T^ '. )=' � � ��7j/;,h 1/ %-• (5N-1 t SN-y FOR MORE INFORMATION. � kr" CL PLF=100 ' 1� _.,,C2. REFER TO SHEET 5D2 FOR SHEAR WALL SCHEDULE.D AS PLUMBINC KALLS. 545 UNLESS APPROVED BY SSOWS1 EN5 N CANNOT BE ERI CONSULTING 6ROLF INTLLT4. USESIMPSON'W5'HAN6ERS FOR CONNECTION OF'I'JOISTS TO 2am . OTHER FRAMING MEMBER5 N.NOJ. :�' p 5 USE DETAIL 11/5D-5 FOR SHEAR WALL5 EXTENDING TO ANYC., OPENINr /// 1JIr�/ ��M. TJ'24x10 . MANIPAL7URED BEAM DE516N 9PEGIFIGATrON9 - E+'-I" !s_4 a ` Al LOW HI TW/55 JOIST Pb( 1) F,( U E M Z .t 4 111,k 111 6B 1 I I MIL LLAN 2 Pa Q A bB _ 4'-0 II Q I a CANT 1g 4 p7� 4X6 PLF•610IT e0 I N _#�___ Oq 1 • .� TIMBER SSTRAD 2230 400- 11'.9Ixx110�, MKOLM 3600 20�ID'X Y .._ 0 LYL z,,nn Q- V z S k%� _ PARAIL 2'100 2-10 2OXIS O I =_— 1 ILALL PRE-FABRICATED SHEAR PANEL L EL CAN BE ONE OF TIE FOOWING TJ 2 PORTAL 4 1 14,-0. I la - I 2 � i 9 TJ2 T 4 to J n n GARAGE PORT SII NALL9TRONf' TJ PANEL 91MP PORTAL TJPO"AGE IL J l PLF•1 2>0 '' qB IS �- 4 10 OR BM 1 CJ qA SM4Xb TJ24X6 ftt*XT TJ16XT w w F UND H 7RU99 ._ __ - -_ _ . .. __I IV Q T L.V .- 41,040 TJ24X4 SK&XD TJ6X6 O 5024w0 WA 050416x11 (2)TJI6X7 O Q "2X0 TJ52X6 (2)SPIWO (2)rJ&Xb Z _ 9rg2Xq TJ52Xq SW22XU TJ22XT tL O 9A SW32X10 TJ52910 SW22Xb TJ22X6 lu l -1 bWabxa TJ46Xb (2FJW22XT (2hJ22X7 W z I` 5vubxq "r."Xq *)Sro2Xb WTJ2210 O W Q O Sw4bX10 TJ4bXl0 O W J W W ROOF FRA�MINC PLAN FLOOR FRA�MINC7 PLAN U ��Y PLAN Q /� _ WALE 1/4" = r-o• 5HE,4R WALL SGH�DULE QaQ 1 LAN ✓r•l S{FiA�I• t 1�4" z I'-O" APPRO ANCE � PLAN 3At FOR F1 RM&ASSOOIATES,�N qq7 UNIFORM BUILDING CODE/2001 CALIFORNIA BUILDING GODS s:lws TT FAZ FRAM40 O O gC0 TE to - �or adha: DaEATNI CDGE FIELD 5HP_IJL 51LL R CLIPS ANCHOR l _ F BY a peen rev�ei�ance..Auth° 9 NAILING NNLIN& GAPAGITY NAILING ASSLJ.S60 BOLT Q Q aPPlicable >°a to\asue to a9snclea. er ( (I•LF) OR LTP4b STAGING U u these Plans and updin9 P 4 ea b LAKE, . .APA b d'6 b dY 's 12' n V 0 aPPt0va9pY all aPPI`Dab1e GI Y of a Parmi �` rq�ed •6'O.G•12'OL. 260 •6'OL. •NS'OL, 46.OL. Y- anon shah not b0 I' •MA b tlL O df '. '1 x IZ' . the Issuance t •4.01 •12'04. 9B0 •4•or,. •12'OL. 32'OL. - _ aPPfOva1 of iheove snY violatioi pies FROXCiNUFEBI: 60.139 Permit a: aPP� nca, No Pet ha P`Dv �n 5/D'MA D db b d`4 4q0 •ID'OL. •1 x @' ordlna cano .aced •S'Of'.•I2'OG. •S'OL. @'OL. miED DATE 06/08/04 OOd08 DI Viol g12•APA oodas span be v dld' to A 10 er •a•o.G. •o x 12 PLOTDATE 11/10/04 t r I •s'O.G.r 12 O.G. bOO s•o G. NNo� a or /e s x 12 ORAVYN sY: FOP ® 8/52•APA 10 dY 10 dL 1.• 0 6•or- fix°6Iij REv610N BY: P) ,a ed a1 I •2 oL•1r OL. �O •2 D.C. NxoJ SHEET NO- .. (')PROVIDE 5'NOMINAL OR WIDER FRAMING AT ADJOINING PA1•EL ED6E5 WITH NAILS 5TA66EREP.UW AM•b•O.G.ON SIM:SON STRONG WALL4 MARRY PANE N L .N.OJS-3.2 + , 1 J (JE GOUVIS engineering � 4400 Campus Drive . Newport Beach _ — CA 92660 I I I Newport Beach I I tel 949.757 1612 I I fax 949.752.5321 D ( —--— - — — Palm SPi1ng$ I II� 1760.323.5090 —-----.-- u F--------------------------_ HUANNGUYENP E _J +r 7L-1111 �..✓ / \, 1 V``• t }:, T U��r� 1 I. t9,0ttss10 NG r— I I I _ �..) ✓ -. "I .ram �. ,t`�� GAF2`^c r- III I I '�EOF17 , CAt%�oa�`c i I I I -- - -- a y' I I 1 0-J" \</ REVISIONS I . I i No. DATE DESORPTION-\ I IOA4104 CLIENT REV. '.... _ -.7 - I IIAOI04 CLIENT REV. -- �-}- i "f ARM - ---- --- -- - - --- - -- OFT ilk ® --- � I �.J -' - - - - — I ��N��1(_7 -- -a RESTRICTIVE NOTIT i I p rr �' ----u� I--- -- ---j I - — h. •) l i I �*l 1 1 coranrr+c dao1JP'Wr,,u 1 J _�--� ,1 -!_ 1 � �IOIIMAr10N S110WN6 I ( ,vto notwtroF rtc¢IxuwtNNrs i I }� siitucnsra rs cnN e¢w®,nurse[®,as xrnm,u�wtl.cuoNriwlor a c UaNa uAW -f - wOWHCUTwunNonaerwa OPT. FLEX C_ couvse � - � c 'I r�tatr soot .tu turrtrs staety® T ---- T DRY ��t_I;J�;C>0M T?Y = J I s I! O I- - - • to IL lu v I ® H W . 2 Q �--- Q �u ILL O � �to ui � W/ Quj2ujm ALL INFORM FR ATION OM ALL INFORMATION PROM O Li W W W j E"Irl PLAN APPLIES TO BASIC PLAN APPLIES TO PARTIAL ROOF PRAM I NCG PLAN ALTERNATE ELEVATION axon PARTIAL FLOOR FRAMING PLAN ALTERNATE ELEVATION NxoJ U 0 ,L (a PLAN 55 -- sc : 1/4a = r-0° PLAN 3B WALM : 1/4a = r-Oa m V) az ✓ I PPRCVFD Q V�u tgq�7 FOR PEARMIT ISSUANCE V J SCOTT FAZEKAS&ASSOCIATES,IN DATE� TBheeeplans have boon revi�:wed for adherence to the � .TNUMBER: 60'139 e a hull ding permit pending aPPlicanle codes and ordinance. AuthoAzation s ARRED DATE 06105104 1 hereby granted to I approval by all able C11y agencies. RAT DATE 11/10/04 V The Iss.lance.or granting of a Pbe c based on a, .o at oP those p sans s^all not be oonstr llcaWe DRAWN BY. TVP -) pt. o aPF'ove any vlc a, Presumed io glue REVINIM BY: en 1' o o dlnance. no ('-' ....ions of such aut torn.to...late or cancel the pr SHEET NO- .ucles Shell be valid. S-3.3 f a I (JE GOUVIS engineer1q 4400 Campus Drive Newport Beach r�� I L.-.•r'L.Y...v-rI'---- - -- ----i . —————————------^I CA 92660 I I I Newport Beach tat 949.752.1612 I i fax 949.752.5321 ! I LI I —----—--—--—----—-- ---—--� Palm Springs ---------- I ______ tel760.323.5090 r--------- +ry ! i' �I HUANNGUYEN,P.E. --- M B A i H, -r t / --- I� p•�I W � i 11 i--- - 9l C 24 I i Nny I, r-A M i"'r 1 I -- i REVISIONS I \�\ NO. GATE DESCItIPf10N I AO1044 CLIENT Rey. CAL Ct LOFT / JET, �+ - --- - I - ---FN J i i I i i I � � j -I--- _ It6T1lICTIVE NOTICE DESIGNS.MWINGL 1F r I 1 GACM �Atr1 5 a CAN ME COMM TRAMMED.oR ArO NO PART OF 11�pUVJRRX UHRODUCIM NOR CM ANY sm MART vM40UrWRnfNco,,ew o / v � C rt� Cr oo.ERarr couvs ENG11,®aNe cormxmr�c�wv mw '� --— Au urrrrs Rasw® STUD UNDER EACH TRU55 I ;A� 96 I 1.I'1 -•.y: %Lur•� I�i ..� �+LI�•/ :GC,,.yN ,..✓ TJ 24XI0� 1N r 4 4XZD - 4 4XD —i — � J U I -- r -- --- a 1- w o QIf TIM o �I �f0 W z OW ZY �/ Q 0 I -) ALL IFB'ORA4ATION FROM ALL INFORMATION FROM O LL W W W PARTIAL ROOF FRAM I NCB PLAN �I�"+�A M N-�J �ITeRrwTe a evAna+NxOJ �G PLAN APM-IM TO U 'V Y TO PARTIAL FLOOR �RAMINC PLAN SCALE 1/4" = I'—O" SCALE : 1/4" - I'-0" J m J PLAN 3G PLAN 3G Q m � dZ z O Pao aC QQ APPROVED J U U FOR PERMIT ISSUANCE pp 0 p OO SCOTT FAZEKAS&ASSOCIATES,INC IY- - U I BY DATE These plans have been reviewed for adherence to the PROJECTNUMB9l: 6073q applicable codes and ordinance. Authorization is hereby granted to Issue a building permit pending 65U®DATE 06/08/04 approval by all applicable City agencies. PLAT DATE: II/10/04 1 The Issuance or granting of a permit based on approval of these plans shall not be construed to DRAWN BY: T-0-P permit or approve any vlolation o. the applicable BEVMION BY: codes or ordinance. No pormit presumed to give authority to violate or cancel the provisions of such i codes shall be valid. SHEET NO-- t S-3.4 (JE 81�108WIIIg 4400 Campus Drive Newport Beach CA 92660 Newport Beach tell 949.7521612 fox 949.7S2.5321 r Palm Springs -- - -- - Is tel 7 IF-W ` I Z HUAN NGMN,P.E. 1. gg fE m" t I I o CAL1F0 I � � ' I�!-, ); I i I I I ! I I � i NOV 1 t�,nd► Y T. �. REVISIONS I _. - —i NO. DATE DESCII.IlmoN S I I I I IOA4/04 CLIENT REV. IIAO/04 CLIENT REV- VolaB � 4 F=LE,< PARTIAL FLOOR ALL INFORMATION)FROM FRAMI NC PL,gN oBASIC,pnO PLAN AI"P(UN TO 9._ ,, �L . /� oPTIONAL PLANS NNA) !F -11 OPT. PATIO 5GALE : 1/4• ■ V-o. _.l.r: a .�.__.._ >�NOTICE 66 tM I Ttfe>Eoax.ta.pa,+wexic.wp aecncTn OF Etas) I'a CONA.MITY OF GROrs�lw 1� t PORPATlbntrrowt+rs I , g,'-0• PARTIAL ROOF ��.�Au ALL INFORMATION PROM uo orn 5 4 I FR�rM I NG PLAN B"`"I`PLAN APPLIG9 TO Y OPTIONAL PLANS NNAJ CONSEW �coi:cSALC1/4" I-O" OPT. BDRM. 4 UP bye •Ib'-b' .. mrrarcrrr cauva e�rNc I _.._.__..._..._..._...___.. _.. ..._ _....,._ _... .._ ......_I �u arrxrs luasw® i I_,t_(_,I i a II o IfEw II' II I I E3L_17F:C:OM PARTIAL FLOOR ALL INFORMATIONI"ROM X -1 FRAM I NC PLAN BASIC PLAN APPLIEST � OP N OPTIONAL PLANE NAJ OPT. FLEX SPACE - PARTIAL ROOF ALL INFORMATION PROM FRAM I Ne PLAN OPTIONAL PLAN ANS JU TO OPTOONN PLANS NNAJ OPT. DECK SCAL . 1/4" 1r-0" �z0 W z Q LU z , Q � v� �m N mLZ .APPROVED c FOR PEPtlIT ISSUANCE �Gyj SCOTT FAZEKAS&ASSOCIATES,INC IL 10 V -I BY DATE These plans have been reviewed for adherence to the applicable codes and ordinance Authorization is PRO)ECTNUMBERc• 60'75q hereby granted to issue a building permit pending approval by all applicable City agencies. wLwDATE 06/0&/04 The Issuance or granting of a permit based on IKATDATE I1/10/04 approval of these plans shall not be construed to permit or approve any violation of the applicable DRAWN NY: TD.P codes or ordinance. No permit presumed to give REVISION!IRY: authority to violate or cancel the provisions of such l codes shell be valid. ! SHEET NO.: f S-3.5 AIR DISTRIBUTION DEVICE SCHEDULE MECHANICAL LEGEND HVAG GENERAL NOTES 1.ROUND GALVANIZED SHY. DUCT B.MOLDED WHITE PLASTIC GRILLE FURNISHED O ROOF,SEE MECHANICAL PLAN 1 FOR 5AL�. WITH EXHAUST FAN. p 2.ROUND GALVANIZED SHT.MR.90 ELIDW. 9.GRILLE 8UTTDN FURNISHED WITH FAN. OT 3.2. WOOD FRAMING OR BLOCKING. 10.CEILING MOUNTED EXHAUST FAN. MANUFATURER APPLICATION BLOW MSD/ NECK DESCRIPTION SYMBOL I. SCOPE, FURNISH AND INSTALL COMPLETE AND OPERATING AIR 4.f70/2-SHEET METAL SCREWS MIN.4'O.C.. 11.1/4'0 z 1-1/2'LAG SCREW INTO WOOD MK. NO. REMARKS t MODEL NO. <TYPE PATTERN Pgp SIZE cn SUPPLY AIR DUCT SECTION CONDITIONING SYSTEMS INCLUDING BUT NOT LIMITED TO AIR TAPE WITH 2 HARDCAST TAPE. FRAMING OR BLOCKING. W CS-1 SHOEMAKER#g50 CEILING SURFACE ADJUSTABLE YES SEE%HED BAR TYPE, ADJUSTABLE SINGLE DEFLECTION RETURN DUCT SECTION /! CONDITIONING UNITS,FORCED AIR UNITS,AIR HANDLERS, 5.INTEGRAL BACKDRAFT DAMPER. 12.ADJUSTABLE MOUNTING FLANGE ON EACH H NEAT PUMPS,DX COILS,DUCTS,DAMPERS,GRILLES,CONTROLS EXHAUST DUCT SECTION l9 6.GYPSUM BD.CEILING,SEE ARCH.DRIiINGS. SIDE,FURNISHED WITH EXHAUST FAN. CS-2 SHOEMAKER#200 CEILING SURFACE 2-WAY YES SEE SCHED CURVED BLADE STAMPED FACE THERMOSTAT AND REFRIGERANT LINES ETC.,AS GENERALLY DELINEATED ON 7.SQUARE TO ROUND GALVANIZED SHEET M.FAN EXHAUST DUCT OPENING ITH N CS-3 SHOEMAKER#200 CEILING SURFACE 3-WAY YES SEE SCHED CURVED BLADE STAMPED FACE PRIMARY CONDENSATE -PC_ THE MECHANICAL DRAWINGS. METAL TRANSITION. INTEGRAL -1/2'AFT DAMPERWITH SHOWN). N SECONDARY CONDENSATE -5C- 2.CODES: ALL WORK MATERIAL AND EQUIPMENT SHALL BE 14. ASH x AND NU THRU BOLT WITH LOCK CS-4 SHOEMAKER#200 CEILING SURFACE 4-WAY YES SEE 5CHED CURVED BLADE STAMPED FACE DUCT DROP FURNI5HED AND INSTALLED IN COMPLIANCE WITH THE A WASHER AND NUT FRAMING PER RANGE(ARC O p 0) W5-1 SHOEMAKER#q50 HIGH WALL ADJUSTABLE YES SEE SCHED BAR TYPE, ADJUSTABLE SINGLE DEFLECTION DUCT RISER FOLLOWING CODES AS ADOPTED AND AMENDED BY THE 15.DRAWINGSMETAL/WO F FRAMING MEMBER,SEE ARCH. DIAMETER ♦ INSPECTING AUTHORITY HAVING JURISDICTION.NOTHING IN 1 q DRAWINGS FOR SIZE AND SPACING. JD] WS-2 SHOEMAKER#850 SIDE WALL 2-WAY YES SEE SCHED FIXED STAMPED BLADE FACE THESE PLANS IS TO BE CONSTRUED TO PERMIT THE Q SHEET METAL S.M. 10 WS-3 SHOEMAKER#350 LOW WALL/TOE KICK 2-WAY YES SEE SCHED FIXED STAMPED BLADE FACE GALVANIZED GAw. INSTALLATION OF HORK,MATERIAL OR EQUIPMENT NOT U 04 CONFORMING TO THESE OR OTHER CODES APPLICABLE TO THE 5 iD 14 12 14 VJ FS-I SHOEMAKER#360 FLOOR SURFACE 2-WAY YES SEE SCHED FIXED STAMPED BLADE FACE MANUAL DAMPER -A PROJECT: 2 ��/ of(/j In CR-I SHOEMAKER#g20FG CEILING RETURN --- NO SEE SCHED AIRFOIL BLADE, PROVIDE I"THK FILTER A. 1997 UBC l 2001 CALIFORNIA AMENDMENTS(2001 /7\ =w I'"� CALIF�NIA BUILDING CODE-PART 2,TITLE 24,OCR) 15 W (n_3 WR-I SHOEMAKER#920FG WALL RETURN --- NO SEE SGHED AIRFOIL BLADE, PROVIDE I"THK FILTER CS-1(HIGH CLG.) B. 1999 NEC AND 2001 CALIFORNIA AMENDMENTS(2001 J W L17 CS-1 CALIFORNIA ELECTRICAL CODE-PART 3,T17LE 24,CCR 15 NOTES: C5_2(2_WAY) C. 2000 U-IC AND 2W CALIFORNIA AMENDMENTS(2001 CHIC, _ 13 p ITT LETTER-LOG C-CEILING �y CALIFORNIA MECHANICAL CODE-PART 4,TITLE 24,CCR) -- --- --r - Z 1. THE g2OFG SERIES FILTER GRILL 5 A HIGH QUALITY GRILLE WITH AIRFOIL BLADES.IF A STAMPED FACE RETURN 15 USED IN LIEU OF ABOVE SPECIFIED ITEM,THE W-WALL D. 200D UPC AND 2001 CALIFORNIA AMENDMENTS(2001 O Q_ CONTRACTOR SHALL PROVIDE A LARGER SIZE ANDVOR LARGER NUMBER OF GRILLES.REFER TO SPECIFIC MANUFACTURER'S DATA FOR SIZING F-FLOOR .�y CS-3(3-WAY) CALIFORNIA PLUMBING CODE-PART 5,TITLE 24,CCR) \V 00 O 2. THE THROW PATTERN SHALL MATCH THE PLANS.ALTERNATE SIZES OR MANUFACTURERS MAY BE UTILIZED.THE CONTRACTOR SHALL BASE THE ALTERNATE T E. 2000 UFCOR AND 2001 CALIFORNIA AMENDMENTS(2001 /� WOOD METAL 00 SELECTIONS UPON A MAXIMUM PRESSURE DROP OF 0.04 0 DEVICE t A MAXIMUM FACE VELOCITY OF 500 FET PER MINUTE.THE INSTALLING CONTRACTOR SHALL ?ND LETTER-SERVICE �-SUPPLY �-® CALIFORNU.FIRE CODE-PART 9,TITLE 24,CCR) 6 O7 18 H 9 3 11 a O O M BE RESPONSIBLE FOR VERIFICATION OF 5USTITUTED DEVICES'MANUFACTURER'S CRITERIA. R-RETURN -' CS-4(4-WAY) F. 20EI EDITION OF TITLE 24,TITLE 24 CALIFORNIA CODE OF -J SECTION A-A J REGULATIONS. A B. ACCEPTABLE ALTERNATE MANUFATURER'$SHALL BE AJ,AIRMATE,HART 4 MET, LIMA,TRU-AIR. E-EXHAUST iEXHAUST FAN CEILING MOUNTING 3.WORKMANSHIP: ALL WORKMANSHIP SMALL BE DONE IN A NEAT - ® WS-1(HIGH WALL) WORKMANLIKE B MANNER ACCORDING 14 THE BEST TRADE PRACTICES BY THOSE SKILLED IN THAT PARTICULAR TRADE. M-U HIS NUMBER -SEE YJS-2 LOW WALL) EQUIPMENT,DUCTS,GRILLES ETC.,SHALL BE PLUMB,LEVEL, AIR DEV ICE NECK 5GHEDULE FOR TYPEPE cm (TOT KICK) SQUARE OR CENTERED ETC EQUIPMENT PROVIDE A NEAT AND PLEASING APPEARANCE.ALLL EQUIPMENT SHALL INSTALLED IN �-®-� FS-I(FLOOR) STRICT COMPLIANCE WITH THE PARTICULAR MANUFACTURERS RECOMMENDATIONS. NECK/CAN SIZE 300 CFM•CUBIC FEET PER MINUTE 4.AVAILABLE POWER: THE AIR CONDITIONING CONTRACTOR SHALL 1.Q OF ELBOW RADIUS MINIMUM SYMBOL DUCT SIZE CFM RANGE RECT. SQUARE SYMBOL CR-I (CEILING) CONFIRM ALL SYSTEM VOLTAGES BEFORE BIDDING OR 150K OF DUCT DIAMETER t2'x 12'•NECK SIZE 2.SUPPORT W 4 I-1 2 z 24 GA 4" 0- 35 D x4" WA NECK/CAN SIZE ORDERING EQUIPMENT AND ALLOW FOR BUCK IT /T /() DUCT SIZE CFM RANGE m wR-i (WALL) TRANSFORMERS IF REQUIRED. 1 / SHEET METAL STRAPS. SECURE 510 B"x4" WA RECT. SQUARE (HIGH OR LOW) 14 STRAPS TO PLENUM k STRUCTURE 6"0 6 1 - 10 100 10"x4' WA 4"0 0 - 35 12%2" WA 5.AIR BALANCE:THE AIR DISTRIBUTION SYSTEM SHALL BE / � 7 B ABOVE. CS-1 7" 101 - 150 M"x4" WA WS-3 5" 3 - I0'x4" WA BALANCED TO DELIVER THE SPECIFIED AIR QUANTITIE5 AS 3. BRANCH SIZE+21 X EXHAUST FAN(CEILING) NOTED ON THE PLANS,FOLLOWING THE PROCEDURES OF THE 2 NECK SIZE+21 q10 211 -210 Wxb" WA b"0 61 - I 12'x4' N/A LATEST ED1710N OF THE ACCA MANUAL'J't MANUAL'D' \ 4.CUSHIONHEAD BOX WITH MINIMUM 9" 211- 280 tb'xb" WA 7'0 101 - 150 12'xb" N/A PROCEDURAL STANDARDS FOR TESTING,BALANCING t 1010 281 - 380 16"xB' WA 8"0 151 - 210 14"x6" N/A ADJUSTING ENVIRONMENTAL AIR SYSTEMS.THE CONTRACTOR 3 1'ACOUSTIC LINING. SHALL PROVIDE ACCESSIBLE 4 ADJUSTABLE VOLUME DAMPERS \ 5.OPPOSED BLADE DAMPER. NECK/CAN SIZE NECK/CAN SIZE MATERIAL SPECIFICATIONS AN(SHOWNMAINTAIN NOT)A5 REQUIRED L BALANCE THE SYSTEMS 4 I ) i I S.2x WOWAL S BLOCKING OR NAILER. DUCT SIZE CFM RANGE DUCT SIZE CFM RANGE AND MAINTAIN A NOISE CRITERIA LEVEL NOT TO EXCEED 25-30. 7.METAL SLEEVE OR SPIN-IN FITTING. RECT. SQUARE RECT. SQUARE II,,,,,, B.INSULATED FLEXIBLE AIR DUCT, CS-2 4"m 0-35 B'x4" b"xb" 4"0 0- 35 12 x2 WA 6.EXISTING INFORMATION• LOCATION,SIZE MATERIAL ETC. OF 5 =_-=r .. SEE MECHANICAL PLAN FOR SIZE C5-3 5.1036-60 p'xb' "x8" FS-I 5" 36-60 10'x4" N/A 1. ALL MATERIALS SHALL HAVE A MINIMUM PERFORMANCE EXISTING SYSTEMS,STRUCTURES,COMPONENTS,PIPING;ETC., - 9.TRANSITION(AS REQUIRED). TEMPERATURE RATING PER UL-IBI(DUCTS), UL-181 CLOUSURE I5 DEEMED TO BE RELIABLE BUT IS NOT GUARANTEED.THE V MIN ( ) ( �� � g 10.AIR CONTROL GRID SET AT 90 CS-4 6"♦ 61 - 100 4Mx6' 10'x10' 6"♦ 61 - 100 14'x4" WA CONTRACTOR SHALL FIELD VERITY ALL DATA BEFORE PROCEEDING TO AIR STREAM OR PLANE OF 7"0 101 - 150 14'xB" 12'xl " 7"d 101 - 150 12'xb' WA SYSTEMS FOR RIGID FIBERGLASS DUCTS) L-18I B(CLOSURE WITH ANY WORK. S EXTRA C057 SHALL BE ALLOWED FOR ELBOW. WHERE APPLICABLE B"0 151 -210 WA 14'x14" 8"♦ I51 - 210 14"x6' WA SYSTEMS FOR FLEXIBLE DUCTS)0 AND/OR UTO SENT(MASTIC); CONDITIONS NOT As SHOWN. 5 10 11.REGISTER SCREW,SECURE PER BUTYL BACKED TAPE MAY AL50 BE USED TO SEAL DIFFUSER MNFG.REQUIREMENTS. DUCT, DUCTBOARD AND METAL DUCTS. 7.ACCURACY: PLANS ARE DIAGRAMMATIC;.THE PETITION/LOCATION SUBMITTAL SET S.A. q-8-04 NECK/CAN SIZE t MIN.NECK/LAN SIZE OF EQUIPMENT,REGISTERS,GRILLES,DUCTSS0 ETC.,SHOWN ON SURFACE 12.TYPICAL G ILL NECK DUCT SIZE CFM RANGE RECT. 5WARE DUCT SIZE CFM RANGE RECT. SQUARE PLANS ARE APPROXIMATE AND MAY BE 9HOWN AS IS FOR 12 11 CAN ON C CEILING, OR REGISTER. 2. CLOTH BACKED, RUBBER ADHESIVE TAPES(TYPICAL DOLT TAPE) CLARITY PURPOSES.ACTUAL LOCATIONS FOR EQUIPMENT SHALL 11 13.FINISHED CEILING,SEE ARCH. '�eV' DESCRIPTION DATE A`0 0- 35 8"x4" N/A N/A 0 - 360 1^5' 10'10' SHALL NOT BE USED EVEN If UL-IN RATED. TAKE INTO CONSIDERATION ACCESSIBILITY,SERVICE NO' 51111, 36-60 8'z4' WA N/A 361 -400 WA 12"x12" REQUIREMENTS,LOCATION OF TRUSSES AND JOISTS,ETC.THE NOTES: DRAWINGS. 6"♦ bl - 100 10•x4" WA CR-1 N/A 4BI -620 WA 14"x14" 3. ALL MATERIALS SHALL RAVE A MAX91UM FLAME SPREAD RATING CONTRACTOR 5HALL CONFIRM ALL DIMENSIONS,LOCATIONS t 1.WHERE FULL 1505E RADIUS 6 NOT POSSBLE,]HE CUSHIONHEAD IS RED'D. 13'HOµSEUCLAMP IT STRAP OR SHEET TITLE, WS-I CLEARANCES OF AC UNITS,FURNACES,AIR HANDLERS, 2.VERFY CEILING TYPE,PROVIDE APPROPRIATE DIFFUSER FRAME♦.INSTALLATION. MECHANICAL NOTES 7"g 101 - 150 14'x4" WA WR_I N/A b - 760 WA I6"xlb" OF NO MORE THAN 25 AND A MAXIMUM SMOKE DEVELOPED EQUIPMENT,FANS,WALLS,PARTITIONS,BEAMS, 8"♦ 151 - 10 12'Xb' WA N/A 761 - 1000 "xl ' IB"xl8" RATING OF 50. TRUSSES ETC.,AGAINST ARCHITECTURAL 4 STRUCTURAL DESIGN DIFFUSER GRILLE INSTALLATION g"♦ 211- 280 lb"x6" WA N/A 1001 - 140 25"XI6' 20"K20" PLANS FOR LOCATION,CONSISTENCY 4 ACCURACY PRIOR TO 1010 261 - 380 16"x8" WA N/A 1241 - 1470 24W,25 x20 36 x14 4. ALL FACTORY FABRICATED DUCT SYSTEMS 514ALL INCLUDE COMMENCING ANY WORK.IF ACTUAL DUCT FIELD LOCATIONS NTS PROJECT: N/A 1471 - 1750 36'xl6' I 24"x24" UL-181 LISTED DUCTS WITH APPROVED CLOSURE SYSTEMS VARY TO SIGNIFICANTLY AFFECT FINAL AIR FLOW,IT 15 THE CANYON HILLS PLANNING AREA 21 NECK/CAN SIZE N/A 1 1751 - 2150 30'x24" 1 N/A INCLUDING BUT NOT LIMITED TO COLLARS, CONNECTIONS 4 RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO CONTACT DUCT SIZE CFM RANGE RECT. $WARE SPLICES. CONSOL PRIOR TO INSTALLATION. LAKE ELSNORE,GA NOTE`ALTERNATE NECK SIZES MAY BE USED,REFER TO MANUFACTURER'S FOR MAXIMUN PRE55URE DROP 4 VELOCITIES AS NOTED IN SCHEDULE. 5. ALL PRESSURE SENSITIVE 4 HEAT ACTIVATED TAPE$USED IN e. COORDINATION WITH OCHER TRADES 4"♦ 0- 35 8'x4" N/A 5" 36-60 IYx4" N/A THESE FLANS WERE CLOSELY COORDINATED WITH AVAILABLE a WS-2 IF DESIGN CFM EXCEEDS NUMBER SHOWN,USE NEXT LARGER SIZE. THE MANUFACTURE OF RIGID FIBERGLA55 DUCTS SHALL BE STRUCTURAL i ARCHITECTURAL PLANS PROVIDED TO COJSOL AT b"♦ bl - 100 10"X6" N/A UL-181A LISTED. THE TIME THE DESIGN WAS PERFORMED.SUBSEQUENT 7`0 101 - 150 12'x8" N/A A ABOVE NECK/CAN SIZES ARE MINIMUMS.IF DUCT SIZE EQUALS CAN CHANGES TO THE PROVIDED SPECIFICATIONS OR DRAWINGS MAY v 8"d 151 - 210 I4"x8" N/A SIZE USE NEXT LARGER SIZE.IE...124 DUCT USE 14NA'NECK. ADVERSELY AFFECT THE FEATURES OF THE MECHANICAL DESIGN. o G. ALL PRE55URE SENSITIVE TAPES AND MASTIC$USED IN THE EVERY REASONABLE ATTEMPT HA5 BEEN MADE TO BE LU MANUFACTURE OF FLEXIBLE DUCTS SHALL BE UL-181B TAPE) CONSISTENT WITH THE BUILDING STRUCTURAL DESIGNS AND = OR UL-IBIBM(MASTIC)LISTED. PLANS AND TO FOREWARN THE BUILDER/OWNER OF POTENTIAL $ 7. FACTORY MADE DOLT FOR FOR FIELD-FABRICATED DUCT STRUCTURAL CONFLICTS OR CONSTRAINTS OR MODIFICATIONS Z O EXHAUST FAN 5GHEDULE REQUIRED.IT IS THE OWNER/BUILDER'S RESPONSIBILITY TO # z O SYSTEMS SHALL BE UL-151 LISTED. PROVIDE FIELD COORDINATION OF THESE PLANS WITH FRAMING, Ti^ O 0 ry WALLS,ROOFS,ETC.,AND OTHER TRADES PRIOR TO MANUFACTURER CFM# CFM P ELECTRICAL CONSTRUCTION,CONTACT THE ARCHITECT AND/OR THE 3 MK.W. $ONES OP WT. REMARKS 8. SEALANTS SHALL BE UL-IBIBM LISTED, NON-TOXIC AND WATER MECHANICAL ENGINEER IF CONFLICT5 AR15E MAKING CU O a MODEL NUMBER 0.1 SP 0.25 SIP WATTS AMPS VOLT PH RESISTANT. MODIFICATION NECESSARY.SPECIAL CARE MUST BE TAKEN N s N EF-1 PANASONIC#FV-07VQ2 70 % (0.3 Iq .35 110 10 10 WHEN LAYING OUT FLOOR JOISTS/TRUSSES OR ROOF O p P N $ EF-2 PANASONIC RFV-08V02 qO 75 0.7 21 .20 110 10 10 q, SEALANTS FOR INTERIOR APPLICATIONS SHALL PASS THE ASTM JOISTS/TRUTSES AS NOT 70 IMPEDE THE UPPER OR LOWER *�;� EF-3 PANASONIC#FV-IIVQ2 110 q5 1.5 27 .35 110 10 10 TESTS C-731(EXTRUDABILITY AFTER AGING)4 D-2202(SLUMP OPENING OF AS VERTICAL DUCT CHASE \ d Q x EF-4 PANASONIC#FV-15VO3 150 125 1.5 40 .33 110 10 14 TEST ON VERTICAL SURFACES). 9.ENERGY FEATURES: ALL CALCULATIONS AND SPECIFIED ' EF-5 PANASONIC#FV-2OVG3 19D 150 1.3 42 .35 110 10 17 EQUIPMENT OR DEVICES ARE CONSISTENT WITH THE ENERGY ri y p EF-6 PANASONIC#FV-07VIL3 70 50 (0.3 44.4 .44 110 10 IB W/ 2 13 WATT FLORESCENT LAMPS 1O. SEALANTS AND MESHES SHALL BE RATED FOR EXTERIOR USE. CRITERIA t FEATURES PROVIDED To COIlSOL A7 TIME OF DESIGN. ek_ iA C) g EF-7 PANASONK:#FV-C8VQL3 qD 75 0.6 45.9 .44 110 10 18 W2 13 WATT FLORESCENT LAMPS ANY SUBSEQUENT CHANGES 70 THE SUPPLIED CRITERIA MAY s; Z U u0i AFFECT FEATURES OF THE DESIGN INCLUDING BUT NOT LIMITED TO -=" 0 E 6 EF-8 PANASONIC aFV-IIVGL3 ILO 90 1.2 51.5 .44 110 1♦ IB W 2 13 WATT FLORESCENT LAMPS II. SEALANTS FOR EXTERIOR APPLICATIONS SHALL PA55 ASTM EQUIPMENT SIZES,DUCT srzEs l LOCATIONS,OUTLET/INLET ALL BATHROOMS WITH TUB, SHOWER,TUB/5HOWIER COMBO,OR WATER CLOSET AND LAUNDRY ROOMS SHALL BE PROVIDED WITH A MECHANICAL TESTS C-731,C-732(ARTIFICIAL WEATHER TESTING),AND DEVICE SIZES t LOCATIONS ETC. ^ v VENTILATION SYSTEM(EXHAUST FAN,DUCT WORK,4 TERMINATION DEVICE)THAT PROVIDES AT LEAST FIVE AIR CHANGES PER HOUR. D-202• J o a 10.EQUIPMENT SUBSTITUTIONS: EQUIPMENT SUBSTITUTION MUST ON ^ N 3 PE USED FOR FLEXIBLE DUCT CONNECTIONS SHALL BE ACCURATELY DEMONSTRATE EQUIVALENCE OF UNIT CAPACITIES, l2. ALL TA THE ABOVE EXHAUST FAN CRITERIA 15 BASED UPON AVAILABLE DATA.SUBSTITUTION OF EXHAUST FAN BY OTHER MANUFACTURES SUCH AS BROAN, UL-TA LISTED FO BE ALUMINUM-BACKED BUTYL ADHESIVE AIRFLOW PERFORMANCE BASED UPON DETAILED DESIGN CONDITIONS, O OR NUTONE, AIR KING AND MARLEY SHALL MEET OR EXCEED SPECIFIED CFM'S 4 STATIC PRESSURE CRITERIA. INCLUDING BUT NOT LIMITED To SEERS,EER'5,95PF'5,COP'5, K TAPE(15 MIL MINIMUM THICKNESS) AFUES,SENSIBLE CAPACITIES♦DESIGN CONDITIONS,AIRFLOW5 AT ,L t DESIGN STATIC PRESSURES,HEATING OUTPUT CAPACITIES,COIL 13. TAPE USED FOR DUCTBOARD SHALL BE UL-IBIA LISTED AND 50 STATIC PRESSURE DROPS,EQUIVALENT LENGTH OF FITTINGS ETC UJ L 00 INDICATED WITH A UL-IBIA MARKING OR BE ALUMINUM BACKED ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH BUTYL ADHESIVE TAPE(15 MIL MIN.THICK) MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. a. 11. UNDUCTED PLENUMS-PROHIBITED: ALL CAVATIES/SPACES 14, DRAWBANDS SHALL BE EITHER 5TAIMI ESS STEEL WORM DRIVE INTENDED TO CONVEY SUPPLY,RETURN OR EXHAUST '¢ HOSE CLAMPS OR UV RESISTANT NYLON DUCT TIES,ALL AIR SHALL Be PROVIDED WITH APPROVED TYPE DUCT BOARD, STAMP: c� SHEET METAL DUCT,FLEXIBLE DUCT OR OTHER APPROVED DATING OF 1 SHALL HAVE I MINIMUM TENSILE STRENGTH MATERIAL FOR THAT SPECIFIC PURPOSE.PLYWOOD,GYPSUM RATING OF 15O Ibs t A MINIMUM PERFORMANCE TEMPERATURE BOARD,058,WOOD/METAL STUDS,ETC.ARE UPZ APPROVED QR�F�!Ory,¢ RATING OF 166 DEGREES FA14REN14EIT(CONTINUOUS PER MATERIALS.BOXED-IN FRAMING MEMBERS,'PLATFORM RETURNS', g' UL-IBIA TYPE TEST).ALL DRAWBAND SHALL BE TIGHTENED PANNED JOISTS AND STUD BAYS AND OTHER NON-DUCTED -W RUSS G c E AS RECOMMENDED BY THEAN MANUFACTURER WITH AN BUILDING CAVITIES ARE PROHIBITED. a ADJUSTABLE TENSIONING TOOL. 12.DUCT CHASES,SOFFITS t DROPPED CEILINGS: ( N 952 T ; . SOME CHASES,SOFFITS OR DROPPED CEILINGS THAT APPEAR ON Provide permenernt elecLricol Ipy�.-.I Ex 6-30-06/1° THE MECHANICAL PLANS MAT NOT APPEAR ON THE outlet and lighting Fixture * ARCHITECTURAL OR STRUCTURAL PLANS.CHASES,SOFFITS,AND controlled by o s bitch of Typ B.wH MECHANICAL? MECHANICAL NOTES CR IMP,ECRUSH IOR OTHERWISE OBSTRUCT THE DUCTWORK.NGS$HALL BE CONSTRUCTED 50 AS NOT TPINCH, or necir FAU,(2001 CMC SECT,q08) �l9lFOF CALF \P GENERAL RULE OF THUMB IS TO HAVE AN LAME CLEAR CHASE DIMENSION EQUAL TI THAT K THE DOLT DIAMETER PLUS 2 INCHES Provide continuous 24'ILids • I. THERMOSTATS SHALL BE HONEYWELL MODEL#TBt12 OR EQUAL. (INCLUDING INSULATION THICKNESS IN CALCULATION).INSURE (min)Floor From ottic occee• ACCESS (III omfortWlse•M THERMOSTATS TO BE APPROVED,LISTED,NIGHT SETBACK TYPE. THAT FLEXIBLE DUCTS TO MAINTAIN A MINIMUM RADIUS OF TURN to a Ice d` ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH OR PROVIDE SHEET METAL ELBOWS AS REQUIRED. vlotfarm. C)RAYW BY: S.A. g MANUFACTURER'S INSTRUCTIONS. 13,PIPE INSULATION: 2.ALL SHEET METAL GAN5 LOCATED IN WA11_5 SHALL BE SEALED THE SUCTION REFRIGERANT LINE FROM THE INDOOR COIL TO THE Refer to 2001 CMC Sect.q06 For DE510YNED BY: R.K. ' AND/OR CONSTRUCTED TO PREVENT NOISES CAUSED BY THERMAL OUTDOOR UNIT(AC OR HEAT PUMP)SHALL BE INSULATED WITH A wefts and service space code sp•z•IL THIS MECHANICAL DESIGN IS BASED ON LOADS WHICH ASSUME EXPANSION MINIMUM R-3 INSULATION. regykement• -07-.- APPROVED BY: R.K. 'COMFORTWI5E'ENERGY FEATURES, THE INSTALLATION OF ALL 4.EVIRONMENTAL AIa DucTs: p, C ,'COTT FAZLIr;,S A F,..:,yiUCiAEES,INC HVAC SYSTEMS UNDER THE COMFORTW15E PROGRAM ARE ALL EVIRONMENTAL AIR DUCTS(EXHAUST FAN DUCTS,CLOTHES GATE: q-8-04 72 DRYER MOISTURE EXHAUST DUCTS,DOMESTIC KITCHEN RANGE A E SUBJECT TO RANDOM INSPECTION AND TESTING, INCLUDING BUT HOOD DIKT5)SHALL BE CONSTRUCTED OF GALAVNIZED STEEL e e pl,,,,,,y; -, a SHEET METAL DiXT WITH SMOOTH INTERIOR SURFACES.ALL DUCTS - -' PILE NO, NOT LIMITED TO CON515TENCY WITH PLANS, APPROVED SHALL 8E CONSTRUCTED PER UM(CA AMMENCMENTS IF MATERIALS, FLOW TESTS AND DUCT LEAKAGE TESTS.SPECIAL APPLICABLE)TABLE 6-2.UNDER NO CIRCUSTANCES WILL FLEXIBLE RECOMMENDED CLEARANCE FOR HORIZONTAL: ATTIC FAU'S 8 DUCT(ALUMINUM,VITNL OR OTHERWISE)BE ALLOWED IN LIEU OF SHEET No. INSTALLATION PROTOCOLS APPLY TO T1415 DESIGN,CONTACT SHEET METAL DUCTS NOTED ABOVE. PROJECT BUILDER OR CONSM FOR DETAILS. t cr s S KEY N07E5 0 I. ADD CHASE U 2. ENLARGE CHASE W 3. DROP CEILING AS NECESSARY 4. FIELD VERIFY CONDENSER E (N LOCATION .0 C) 00 S. ALL SHEET METAL CANS >0) LOCATED IN WALLS SHALL J BE SEALED AND/OR = M Q CONSTRUCTED TO PREVENT U LI) NOISE CAUSE BY THERMAL w N EXPANSION W V Lo LLJ 6. VERIFY PRI./SEC.COND. DRAIN -i LINE WITH BUILDER J u 7. DUCT UP TO ROOF CAP 3 Z T�' 6. DUCT TO WALL CAP O Q, q. DUCT TO ABOVE \V 00 LnO 10. DUCT TO BELOW a O O v) 11. DUCT UP FROM BELOW J v 1 . DRYER DUCT UP TO ROOF CAP 4 13. DRYER DUCT TO WALL GAP _ 14. TYPE'B'VENT THRU ROOF TO WEATHER CAP � I jj \ 15. DUCT TO ROOF CAP FROM RANGE WOOD cs-2 C5-2 2 7C;5 213 c m y l c m yIt y r y 213 c m y 174 c m 17. DUCT UNDER FLOOR e'0 " 5"0 `-" 18 TO WALL CDIRECT APTHRU WALL GREAT RM q" Iq. TYPE"B"VENT UP TO ABOVE q' BEN 20. TYPE°B"VENT UP t DOWN M.6E1p \ 12' �•A IO"0 A�� 1010 C5 3 c m 12"m cc F 3 c 8"0 R R SUBMITTAL SET S.A. q-7-04 i M q-0 N dRe,. o '¢ DESCRIPTION DATE EP 14'0 1 14"m -0 140 I • -0 .l _.. b"m 14„0 ---- 6n0 — CS-3 SHEET TITLE, j /% + „m F jam• _ /i // + MECHANICAL FLOOR PLAN 7 y _ ,\ �O Ir ` +' PLAN I - _^••,r f'x —� / ,7 EF / PROJEOT, nccEss t --- ' / CANYON HILLS PLANNING AREA 21 tiPLATFORM,(y��< A x A 01 m RM y, jX\ 5 m /;^� LAKE EL5INORE,CA KITG+4EN } OPT. DEN �6 - �.� _ / W m g 1.. Z0 OQ?ON OUTDOOR CONDEN5ING UNIT 5CHEDULE MK. NO. M. MANUFACTURER DE5CRIPTION COOLING MEH ELEC.REQUIREMENTS SEER OP.WT.t MODEL a TOTAL SENS. MCA VOLT PH MOCP CBS. - ' aCU-I 3 BRYANT#561CJ-042 OUTDOOR CONDENSING UNIT 40.5 2q.5 27.0 20B/230 I 40 10.0 I50 yL UN EED 2 4"0 ... 4 0 ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 1 CSC2n LP GARAGE VOLUME- 3,735 CU.FT. vv) 0 7 000OLING MBH BASED ON q5 DEG.F 0AD8 t 67 DEG.F EWB.PROVIDE W/CONCRETE HOUSEKEEPING PAD1 Z O 2150060,000 BCUH T.SMIN MINIMUM VOLUME OOO TUH ...y: �a O F N n 6 1 ENT, 2001 CALIF. PLUMBING SECT. 507.2 n COOLING COIL SCHEDULE \ CS-3 FOR ORDINARY TIGHTNESS, ENCLOSURE O O a o '�, m VOLUME GREATER THAN OR EQUAL TO N N MINIMUM VOLUME. NOM. MANUFACTURER AIR COOLING CAP.MBH OP.WT. .� rIK.NO. DESCRIPTION CFM REMARKS TONS t MODEL q &P TOTAL SENSIBLE LBS. EA. // I / THEREFORE, NO COMB. AIR DUCTS REQUIRED. ♦ LU s CC-I 1 4 1 BRYANT#CK3BAO48 I CASED HORIZ. DX COOLING COIL 1 1610 1 0.28 1 46.0 33.5 1 51 8„0 b' T -- V W NOTES: EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY t SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, 7 SENSIBLE COOLING CAPACITIES BASED UPON BO• F EDB, 65- EWB t 45' LEAVING SATURATED TEMPERATURE F. R g57cfm INDOOR FURNACE SCHEDULE BAs'I STAMP: s MK.N0. MANUFACTURER DESCRIPTION NOM. EXT. HTG.MBH ELECTRICAL AFUE OP.WT. Q g' TONS t MODEL u CFM S.P. IN OI1T TYPE LOAD VOLT PH MOCP 2 CBS. EA. BED S 4`S''W RUSS•L'•?c F-I 4 BRYANT 9310JAV04BM HORIZ.GAS FURNACE 1610 0.60 64 66 H.P. V2 115 I 15 60.0 145 2 cf � . ID a ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM, INNER BLOWER DOOR, 8952 -ice- HOT SURFACE INGNITION, DRAFT SAFEGUARD,20 YEAR HEAT EXCHANGER WARRANTY,LOW-MED-HIGH FAN SWITCH. 6-30-06•,•'* I MECHANICAL•: fi f/9lFOF CAO \P DRAWN BY: S.A. MECHANICAL FLOOR PLAN DESIGNED BY: R.K. _ saAI•e:VA"-I'-W ( APPROVED BY: R.K. SCO •.. n,. .gib.',... u " DATE: q-7-04 v a Plnns a,: FILE NO: Lag v :vl Y 1 SHEET No. orra a M _ 1 y i0 nl:a1. KEY NOTE5 0 0) OUT»OOR CONDENSING UNIT SCHEDULE NOM MANUFACTURER CWLING MBN ELEC.REQUIREMENTS SEER OP.WT. I. ADD CHASE MK. NO. DESCRIPTION 2. ENLARGE CHASE W FW- TONS 4 MODEL V TOTAL SEWS. MCA VOLT PH MOCP LB5. - yr CU-I 4 BRYANT$1561C-1-0415 I OUTDOOR CONDENSING UNIT 1 46.0 1 33.5 1 31.9 1 206/230 1 I 1 50 1 00 3. DROP CEILING AS NECESSARYUS ALL CONDENSING UNITS 54ALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 4. FIELD VERIFY CONDENSER E .NO COOLING MBH BASED ON 95 DEG.F DADS!67 DEG.F ENB.PROVIDE W/CONCRETE HOUSEKEEPING PAD LOCATION 5. ALL SHEET METAL CANS O 0 0) LOCATED IN WALLS SHALL m Q BE SEALED AND/OR Ln COOLING COIL SCHEDULE NOOIISET CAUSED BYO THERMAL n' W PREVENTU N NOM MANUFACTUcn RER AIR COOLING CAP.MBH OP.WT. EXPANSION `� _La I'N7 MK.N0. DESCRIPTION CFM REMARKS AW1 TONS !MODEL>< DP TOTAL SENSIBLE LBS. EA. 6. VERIFY PRI./SEC.COND. DRAIN _3 CC-I 4 BRYANT NCK3BA04B CASED HORIZ. DX COOLING COIL 1610 0.28 46.0 33.5 51 LINE WITH BUILDER _J L j Uj NOTES: EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY!SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, 7. DUCT UP TO ROOF CAP Y- Z SENSIBLE COOLING CAPACITIES BASED UPON BO'F EDB, 65' EWB!45' LEAVING SATURATED TEMPERATURE B. DUCT TO WALL CAP p Q^ 9. DUCT TO ABOVE cc 00 N O ia. DUCT TO BELOW 0 0 INDOOR FURNACE SCHEDULE II. DUCT UP FROM BELOW j MK.NO. MANUFACTURER DESCRIPTION NFM• EXT. HTG.MBH ELECTRICAL AFUE OP.WT. 12. DRYER DUCT UP TO ROOF CAP TONS !MODEL a CFM S.P. IN OUT TYPE LOAD VOLT LM MOGP S LB5. EA. 13. DRYER DUCT TO WALL CAP cm F-1 4 BRYANT N310JAV04BM HORIZ.GAS FURNACE 1610 0.60 84 66 H.P. 1/2 115 I 15 BO.0 145 14. TYPE"B'VENT THRU ROOF ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER BANS, NOISE REDUCTION SYSTEM, INNER BLOWER DOOR, TO WEATHER CAP HOT SURFACE INGNITION,DRAFT SAFEGUARD,20 YEAR NEAT EXCHANGER WARRANTY, LOW-MED-HIGH FAN SWITCH. 15. DUCT TO RAF CAP FROM RANGE HOOD --- 16. DUCT TO WALL CAP FROM RANGE HOOD -- 4 17. DUCT UNDER FLOOR /s•_;;,. 16. DIRECT VENT THRU WALL G __- __ - TO WALL CAP Iq. TYPE'B"VENT UP TO ABOVE P-0" _ — _ _ - i/ \��`•.,_ 20. TYPE B VENT UP 4 DOWN CS-2 y i CS 17 c m r L r L j �,• r I m r L 1 CS- r_— q„ DIrJILd,t, / 810 on. DFTJ 9"A 9' L'IA51-E6t I ADDED PLAN M.W. 12-21-04 GREAT RCC?9- FF C'RUOI'I SUBMITTAL SET S.A. q-8-04 DESCRIPTION DATE 1010 SWEET TITLE, MECHANICAL FLOOR PLAN I I� R-1 1575c m !..L PLAN IX - - 64' PROAN 111 l q.0 E1P r CAN HI EL5 NORE,GAREA 21 B II 14"m .m �� ._. r 1--.-- GS-3 E I I I I....-- - �--- �--_ — �\14'm t4 114"m __�__ _��.E`... li , n'+ L ----- Li IN ACCESS y / - 1 - �PLAT' A A y I X� rI BATI-� r:IT�Nf IJ I.. _ �1 O N ao .. QQ ry 7'0 1 I - `_ 7. " _ WR Ir"�— __.__ - - g,. c} ___- J B'm Y "� I 7 m I .01 IJ U)O a — -- _... ---- .----- — - _ _--� N - y wR-1 ws-1 A 'Rir O ?w a. = W5-I c i I q c m III n � m � "0 �LL 9'� � Sin O o -- -. 9•"� 6 3EURU017 ?. 12-- `�^J \. ' Z O o g J fitn LOFT ��._ �j --- O v I 4 m l7 L.AI_EIP GARAGE VOLUME- 3,735 CU.FT. w 50,000 BTUH X 50 GU. FT./1,000 5TU14 V W - 2,500 CU. FT. MINIMUM VOLUME '�• _ _ 2001 CALIF. PLUMBING SECT. 507.2 --C5-3 FOR ORDINARY TIGHTNESS, ENCLOSURE OPEN j INA��r IN I Iq m ENTRY VOLUME GREATER THAN OR EQUAL TO .I C.LCJbET STAMP. a TO BELOW • I MINIMUM VOLUME. ry 4"0 I I I // THEREFORE, NO COMB.AIR DUCTS REQUIRED. O QR......�N --- } T— / O; n `� KING 'c F y 8'6 4",I - �.PORCH 1,I GARAGE �� No. 028952 MECHANICAL BEDROOI'1 3 %' I — ------ -------- F or'CAU��` DRAYAI BY: S.A. I - ------'-'— i - ----'----- ---- DE516NED BY: R.K. :"'! -p = I FORE' :!i.u:.'.]ANCE APPROVED BY: R.K. SCOTT FAZEKAS,S ASSOCIATES,INC DATE: q-8-04 v ! __-_-._.. ..._ �•. -.—DATE a :came :;es Ind.n.%,�.. PILE NO: plans'.:av peel •u tl or ad:-ence to the a. A.Iti:o'.Za:i.n ie Y 4 n o ). i i] )e: po'w.rg s MECHANICAL 5ECON17 FLOOR PLAN MECHANICAL FIRST FLOOR PLAN a"Yj a SWEET No. p1 SCALD /A'.I'-0' a '.I P 1 )ase7 on DO M - 1X C KEY NOTES o r) I. ADD CHASE 2. ENLARGE CHASE A 1 w 3. DROP CEILING AS NECE55ARY tLJ F- OUTDOOR CONDENSING UNIT SCHEDULE 4. FIELD VERIFY CONDENSER N NOM MANUFACTURER COOLING MBH ELEC.REQUIREMENTS SEER OP.WT. LOCATION 1 O MK.NO. TON5 t MODEL# DESCRIPTION TOTAL SM. MCA VOLT PH MOCP 1B5. S. ALL SHEET METAL CANS O 0 OOj CU-1 1 4 1 BRYANT#561CJ-04B I OUTDOOR CONDENSING UNIT 1 46.0 1 33.5 1 31.q I 208/230 I I I 50 I 10.0 1 200 LOCATED IN WALLS SHALL J ALL CONDENSING UNITS SHALL BE I145TALLED IN STRICT ACCORDANCE WITH MANUFACTURERS IN5TRUCTION5 AND RECOMMENDATIONS, BE SEALED AND/OR = M Q COOLING MBHI BASED ON%DEG.F OADB t 67 DEG.F EWB.PROWDE W/CONCRETE HOUSEKEEPING PAD CONSTRUCTED TO PREVENT U Ln N015E CAUSE BY THERMAL N EXPANSION W [iffIn M COOLING COIL SCHEDULE 6. VERIFY PRI./SEC COND. DRAIN LINE WITH BUILDER (n J I NOM MANUFACTURER AIR COOLING CAP.MEH OP.WT. 7. DUCT UP TO ROOF CAP Z MK.NO. DESCRIPTION CFM REMARKS 8. DUCT TO WALL CAP O Q^ TONS t MODEL# OP TOTAL SENSIBLE LBS. EA. q. DUCT TO ABOVE 00 CC-I 4 BRYANT #CK3BA048 CASED HORIZ. DX COOLING COIL 1610 0.28 46.0 33.5 51 00(/� 10. DUCT TO BELOW a O O M NOTES:EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY t SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, Jv SENSIBLE COOLING CAPACITIES BASED UPON 80' F EDE, 65-EWB t 45'LEAVING SATURATED TEMPERATURE II. DUCT UP FROM BELOW 12. DRYER DUCT UP TO ROOF CAP 13. DRYER DUCT TO WALL CAP _ INDOOR FURNACE SCHEDULE W. TYPE'B•VENT THRU ROOF MM. MANUFACTURER NON, EXT. HTG.MB14 ELECTRICAL AFUE OP.WT. TO WEATHER CAP MK.N0. TONS t MODEL# DESCRIPTION CFM S.P. IN CUT TYPE LOAD VOLT PH MOCP X LB5. EA. 15. DUCT TO ROOF CAP FROM F-I 4 BRYANT#310JAV046090 HORIZ.GAS FURNACE 1610 0.60 84 68 H.P. I/2 115 1 15 1 150.0 145 RANGE HOOD ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM, INNER BLOWER DOOR, 16. DUCT TO WALL CAP FROM RANGE HOOD 10T SURFACE INGNITION, DRAFT SAFEGUARD,20 YEAR HEAT EXCHANGER WARRANTY,LOW-MED-HIGH FAN SWITCH. 17. DUCT UNDER FLOOR 18. DIRECT VENT THRU WALL TO WALL CAP ----- ------ 19. TYPE"B•VENT UP TO ABOVE 20. TYPE"B"VENT UP t DOWN 4 CS-3 ' � I 1'-O" SUBMITTAL SET S.A. 9-8-04 //��\ •�/, CS-2 Rev. 133 c m r L L DESCRIPTION DATE \ / CS-2 DEWOPT.6UITE/ SHEET TITLE, i e"6 I m OPT.BED 4 � MSEa MECHANICAL FLOOR PLAN wo PLAN 2(STANDARD) bRE:AT RM. 1 75 m GS_3 PROJECT: 2 a 106 c m CANYON HILLS PLANNING AREA 21 9 m LAKE ELSINORE,GA Al'm 1 v \C5-3 w 1010II c m GR-I m I CS-3 31 cfm 03 c m 4 1 0 Z I I I 12"0 4u� _ p N N p O a 1 26 c m (� "c S U) L r cO LL A 4 � (In 4'4' u o 8 GG P 1B.m 015 \ w i I I I CI tJ Z zO-8 O E 0 1n 5 P BA.4 cs-g `)Q KIT x Im'^r 1. � I � y. L v •.L,4A4U',� W# , ,� C -3 LAVN E O 3 A x A ,�s �` -- F IB c m I }U` g GARAGE VOLUME 5,634 CU.FT. 11.1 �I 12'0. Li e m JI 12"0 - - -- _._12 0 4nm 9 Z 4•#7 _y ___- - _-- - - I 50,000 BTUH X 50 CU. FT./1,000 STUH w 11 1 x# j i _ I _J - 2,500 CU, FT. MINIMUM VOLUME 2001 CALIF. PLUMBING SECT. 507.2 12 110" 10"m FOR ORDINARY TIGHTNESS, ENCLOSURE 137 m -cm /� VOLUME GREATER THAN OR EQUAL TO a ( y CS-3 �/ MINIMUM VOLUME. STAMP: O1 "m 232 c m I ENTRY $ r I THEREFORE, NO COMB.AIR DUCTS REQUIRED. y i Bea z QR......Okq �cJ;'W.•R1•S L'.1rp_ a BED 9 I I �/ 1��? N 952 ?''1 Exp. 6-30-06,•'* MECHANICAL; ------- - - - _--- _._ DRAWN BY: S.A. ' -...-..J DE516NED BY: R.K. E APPROVED BY: R.K. INC ---- 0 ATE DATE. q-6-04 al e c r tno a MECHANICAL SECOND FLOOR PLAN MECHANICAL FIRST FLOOR PLAN 1 ° '"°"3 i>arm't Vtiding m 1KALI,1/4'•I'O e6AL#,1/4'•1'O SHEET No. • J 9 Cah9 ded to of or pro M - 2. 1 - e canter t��a ve:o,.s o..uch L x 1 KEY N®TES o I. ADD CHA5E 2. ENLARGE CHASE A 1 IW. 3. DROP CEILING AS NECE55ARY �J OUTDOOR CONDENSING UNIT 5CHEDULE V� 4. FIELD VERIFY CONDENSER (V MK, NO. NO'1 MANUFACTURER DESCRIPTION COOLING MB14 ELEL REOUIREMENTS SEER OP.WT. LOCATION O 0 O TONS 4 MODEL# TOTAL SENS. MCA VOLT PH MOCP LBS. 5. ALL SHEET METAL CANS >O7 CU-I 1 5 1 BRYANT #561CJ-060 I OUTDOOR CONDENSING UNIT 1 57.0 1 42.3 1 37.4 1 2013/230 1 1 1 60 1 10.0 1 240 LOCATED IN WALLS SHALL J ALL CONDEN51NG UN175 SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS IN5TRUCTION5 AND RECOMMENDATIONS. BE SEALED AND/OR = CO Q CCOLING MBH BASED ON q5 DEG.F OADB 4 67 DEG.F EWB.PROVIDE W/CONCRETE HOUSEKEEPING PAD CONSTRUCTED TO PREVENT U L/7 NOISE CAUSE BY THERMAL /1\ LJ N EXPANSION W Lr(, M 6. VERIFY PRI./SEC.COND.DRAIN �J 1 COOLING COIL SCHEDULE LINE WITH BUILDER �w,n NOM. MANUFACTURER AIR COOLMG CAP.MEW OP.WT. 7, DUCT UP TO ROOF CAP Z MK.NO. DESCRIPTION CFM REMARKS B. DUCT TO WALL CAP Cc O Q^ TONS 4 MODEL q OP TOTAL 5£NSIBLE LBS. EA. CC-I 5 BRYANT><GK38A060 CASED HORIZ. DX COOLING COIL 2115 0.28 57.0 42.3 64 q. DUCT TO ABOVE �(n O 10. DUCT TO BELOW O O M NOTES: EMB055ED CASE, CONDENSATE DRAIN PAN, PRIMARY 4 SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, J II. DUCT UP FROM BELOW v SENSIBLE COOLING CAPACITIES BASED UPON 80'F EDB, 65' EWB<45' LEAVING SATURATED TEMPERATURE 12. DRYER DUCT UP TO ROOF CAP — 13. DRYER DUCT TO WALL CAP INDOOR FURNACE SCHEDULE IA. TYPE"B'VENT THRU ROOF NOM. MANUFACTURER NOM. EXT. HTG.MBH ELECTRICAL AFUE OP.WT. TO WEATHER CAP MK.N0. TONS 4 MODEL p DESCRIPTION CFM S.P. IN WT TYPE LOAD MOLT PH MOLP % LBS. EA. 15. DUCT TO ROOF CAP FROM F-I 1 5 BRYANT NBIOJAV066110 I HORIZ.GAS FURNACE 1 2115 10.60 1 105 1 85 1 H.P. 1 3/4 1 95 1 I 1 20 1 W.0 1 I60 RANGE HOOD ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM,INNER BLOWER DOOR, 16. DUCT TO WALL GAP FROM RANGE HOOD HOT SURFACE INGNITION, DRAFT SAFEGUARD,20 YEAR HEAT EXCHANGER WARRANTY, LOW-MED-HIGH FAN SWITCIL 17. DUCT UNDER FLOOR 16. DIRECT VENT THRU WALL TO WALL CAP -�------ - ---- Iq. TYPE"B"VENT UP TO ABOVE 20. TYPE"B"VENT UP 4 DOWN 4 x' ram¢ DESCRIPTION DATE I c m y CS-2� suITe• 16 CS-2 c m SHEET TITLE:_"---- I c m � MECHANICAL FLOOR PLAN MBED 7 PLAN 2 (W.SUITE) i 1 - - 9"m ., &REAT RM. .� - 5 CS-2 PROJECT, 1 291 cfm 1 CANYON HILLS PLANNING AREA 21 _ A q•m Ib c m E4^m �� LAKE ELSINORE,CA a MAA. "m 6�, 1 13 cfm 11 R-I 10 m ----- o w 8� �• 9 u c EP% LS-3�- 12"A _ - -- _� c m II,�-^ 0 Z 8 2 CR-I F $ j I j �/ ••� A.9 i O N O T II �� II 0 m li 15 \ E }b4 EP BA.Z CS-3 O KIT H n 14 21Sc m LANK eIP O O g N J� I IZ.m —.—_ _ _______ - GARAGE VOLUME- 5,634 CU.FT. LU 4" 7 -_ - 1 L, I "m I -- 12 m _ --� 50,000 BTUH X 50 FT 0 BTUH V w i -2,500 CU. FT. MINIMUM VOLUME UM VOLUME y --- - - 2001 CALIF. PLUMBING SECT. W7.2 b' 12 •\ 12' "0 155 SG 10' FOR ORDINARY TIGHTNESS, ENCLOSURE < / VOLUME GREATER THAN OR EQUAL TO 'a CS 3 i- MINIMUM VOLUME. STAMP: 3 F �' n ♦• 283 c m eNTRY OFE%THEREFORE, NO COMB.AIR DUCTS REQUIRED. R Q BED 4 Q / 44 e p CS-9 - 4'0 I ,% - ' g14 MIN. j 147 c m LIV. 14 % � W KU'SE •••Z m BED 9 •, N 952 ,•�' c * Ex. 6-30-06MECHANICAL ............ qJF OF CAO 71 _ DRAM BY: S.A. Hcrq�"" DE516NED BY: R.K. 6 rOR a c . ,.,. APPROVED BY: R.K. a pit— DATE: q-8-04 • :.sB fins ne.vs been r.�. ,..,�� �,...,::��;�r,�. ���,: bI cable, c s a 3 a eoy 9ra c to s a MECHANICAL SECOND FLOOR FLAN MECHANICAL FIRST FLOOR PLAN "ovalbya pp ';o ' `"°"° 7 bcr,1-e, �•.r0' bete.VA,.i•o- i. '^nuance or Ora,; .. 5HEET No. ..:'Oval of there pla - ,nit or aoprave any 'I a or o't a-e Y :,,.,,to I late ar� M 2.2 KEY NOTE5 0 I. ADD CHASE U) 2. ENLARGE CHASE W OUTDOOR CONDENSING UNIT SCHEDULE 3. DROP CEILING AS NECESSARY �d NOM. MANUFACTURER COOLING MBH ELEC.REQUIREMENTS SEER OP.WT. 4. FIELD VERIFY CONDENSER E N(V MK. NO. TONS <MODEL b DESCRIPTION TOTAL SENS. MCA VOLT PH MOCP LBS. LOCATION no CU-I 5 BRYANT M1561CJ-O60 OUTDOOR C0DEN51NG UNIT 57.0 42.3 37.4 205/230 I 60 10.0 240 S. ALL SHEET METAL CANS O 7 Cn LOCATED IN WALLS 514ALL J ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. BE SEALED AND/OR = m Q COOLING MEIN BASED ON 95 DEG.F OADB t 67 DEG.F EWB.PROVIDE W/CONCRETE HOUSEKEEPING PAD CONSTRUCTED TO PREVENT U Lr) NOISE CAUSE BY THERMAL W CV EXPANSION W V U-) COOLING COIL 5CHEDULE b. VERIFY H BUILDER COND. DRAIN M _3 LINE WITH BUILDER _J W tf) NOM MANUFACTURER AIR LOOLING CAP.MBH OP.WT. L Z� 7. DUCT UP TO ROOF CAP C.)I" MK.N0. DESCRIPTION CFM REMAR45 8. DUCT TO WALL CAP TONS 4 MODEL u OP TOTAL SENSIBLE LBS. EA. !!! Q 00 O CC-I 5 BRYANT#CK3BA060 CASED HORIZ.CR COOLING COIL 2115 0.28 57.0 42.3 64 9. DUCT TO ABOVE �V NOTES: EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY 4 SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, 10. DUCT TO BELOW a O O M SENSIBLE COOLING CAPACITIES BASED UPON BO• F EDB, 65'EWB d 45•LEAVING SATURATED TEMPERATURE If. DUCT UP FROM BELOW J V 1 . DRYER DUCT UP TO ROOF GAP 15. DRYER DUCT TO WALL CAP � INDOOR FURNACE SCHEDULE 14. TYPE'B'VENT THRU ROOF TO WEATHER CAP MK.NO.I NCM. MANUFACTURER DESCRIPTION • EXT• HTG.MEIN ELECTRICAL AFUE OP.WT, 15. DUCT TO ROOF CAP FROM TONS 4 MODEL q CfM S.P. IN CUT TYPE LOAD VCILT PH MOCP % LBS. EA. RANGE HOOD F-I 5 BRYANT#310JAV066110 NORIZ.GAS FURNACE 2115 0.60 105 85 H.P. 3/4 115 I1 20 1 W. 160 Ib. DUCT TO WALL CAP FROM ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM,INNER BLOWER DOOR, RANGE HOOD HOT SURFACE INGNITION,DRAFT SAFEGUARD,20 YEAR HEAT BKNANGER WARRANTY,LOW-MED-HIGH FAN SWITCH. 17. DUCT UNDER FLOOR IB. DIRECT VENT THRU WALL TO WALL CAP 19. TYPE'B"VENT UP TO ABOVE 20. TYPE"B"VENT UP$ DOWN _ 4 CS-2 I m p 132 cm ( + �,_\ j (' r y ✓ y CS-2 - SUBMITTAL SET S.A. 9-8-04 7"m Y CScf 2 3 c m 7 � \ 1225 R �v' DESCRIPTION DATE 4"0 _`-� NOOK SHEET TITLE, ,f Lo- O MECHANICAL FLOOR PLAN C) FPLAN 3 '. FAMILY 163 m j G MMA. q�� PROJECM CANYON MILLS PLANNING AREA 21 0°m cs m 0B' LAKE ELSINORE,CA - CS--2 ---- N E- 1 KITGWE:N J w _ _._._. y T 12"m 2 -3m F, T BIF — B Z c n �ACCE59,X r / �BA.6 Z g co 12"0 A Ar PLATFORM...x CS-2 0 ' - O Oa"xFrn _ 14 m / � 0 ,acd+ 4.0 ax DINE 6 0 m ILn 00 6 JF 10" 4n4 CS-2 O E p u� 6 LAUN P 139 c m j N V FLEX > BA.2 \ ' 7 / Z r AT V ij PLCX ! _ � GARAGE VOLUME 5,625 CURT. 1 B"m W 'b I ("14P 0,000 BTUH X 50 CV. FT./1,000 BTUH CR-I CS-3 B"m 2,500 CU. FT. MINIMUM VOLUME 22 cfm am"{\ "\ 2001 CALIF. PLUMBING SECT. W7.2 i STAMP: BED 9 FORVOLUME GREATER DINARY GTHANSOR EQUAL TO i (>,OF ESSIQ BED 3 T MINIMUM VOLUME. Q.•••••••. i,,nn W� I 7r j m CS m LIV. THEREFORE, NO COMB.AIR DUCTS REQUIRED. R L ' I .2 d y R A w�,j N 128952 7�n Fy 1345c m * E 6-30-05.7* MECHANICAL; 143 c m I f OF CANE J I I 8 ❑ O DRAYAI BY: S.A. DESISNED BY: R.K. S _ i n J . APPROVED BY: R.K. — — —— -- OPT. FLEX 5Pf�GE o:d for _ DATE: 9-8-04 a A c ice e t s PILE NO: '—by fGK! a t „-a 7e na t. MECHANICAL SEGONI7 FLOOR PLAN MECHANICAL FIRST FLOOR PLAN "° "" 'ul eI Ps SHEET No. The issuance or gra of ne '�t oa ed on saA g'VA'.ro• a nro o neso pla s ct non t aed to yarn I or arp,nves tc to ch t- f.C�Pfi 0.11'a a. o 4 o ol?.e o a ca.t o pr so�s of st:ch cones s::a.;oe val';d. L 0 0 rn PERFORMANCE CERTIFICATE OF COMPLIANCEPart 1 of 3 PERF- PERFORMANCE CERTIFICATE OF COMPLIAIII2 of IPERFORMANCE CERTIFICATE OF COMPLIANMI-t 3 of 3 PERF-j JENVELOPE COMPLIANCE SUMMARY Performance ENV-1 ICERTIFICATE OF COMPLIANCE Performance MECH- LAJ (n PROJECTNAME DATE DATE PROJRi NAME DATE PROJECT NAME DATE PROJECT NAME DATE t Ca n Hills Sales Office 1 W72004 Canyon Hills Sales Office 1017/2004 Canyon Hills Sales Office 10f7/2004 Canyon Hills Sales Office 10/7/2004 �_ Canyon Hills Sales Office 10f7/2004 .,PRCJECTADDREBB E A ON Elsinore ANNUAL SOURCE ENERGY USE SUMMARY kBtufa R-r P E RF Y T E (/)N PRINCIPAL DESIGNER•ENVELOPE ttllPHONE BWOiW PaniAi " -- -- - Floor InaL POH. Cld. al Proc. Solar �MECHANICALI"IEM8 DOCUMENTATIONasTtnl g TELEPHONE x bec1C ark Ali#I Type Type Act.I Gains SYSTEM MINE MOTET ConSolian La oni Architects 09 474-8446 ua: Space Heati 949)553-9100 1smna.m vmpr.a 0. a.a LPD LPD .mesa D Laaas 1 gArea U-Fa Azm.Tilt YIN Form 3RderenCe Location I Comments ° M HPff"1 HELD- O ;0) .- ENERGY COMPONENT Oesl9n DeNgn S stem Name Zone Name Occupancy Type sqR. WAf W/sl (Wise (Wrml' (wisp SUTAC Fremfn �Y .a` HP/F-1 Zone 1 OMc. •1. 0,028 12.24 Lz_OV TIME CONTROL Ica Programmable Switch _J oed R 1]WNI .131a1.1B T Space Cooling 37.14 2 - 7 Door Nona i .38 90 BO SOIN Wood Deal Zone 1 SETBACK CON aaa� m Q GENERAL INFORMATION _ t Ws" ooa the o.0e6 70o ao R 13 WNI t3.2:X.1e Zone 1 w U N FLOORIndoor Fans 1S 1& 0187 _ 5 all ootl 318 O.OBB 2m g0 R-13 WNI .732x1.18 Zone 1 MOLATgN 20NE8 rW M Od20M 2,07Bsgn 10 Heal Rejection 0 'i a II call 425 0.= 0 g0 R-17 Wr 3.2Iell Zone 1 HEAT PUMP THERMOSTAT? Na Na �_ In aAMNO TYPE ®NONR DENTUIL HIGH RISE RESIDENTIAL HOTELM OTEL GUEST ROAM Pumps&Min. 0. Q ELECTRIC HEAT? Ne Na � =L,n PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ADDITION❑ALTERATION []OMTKO-ADDITION Domestic Hot Water S FAN CONTROL rW ConsaNVoken. (nJ TATEMENT OFC Lighting 3a O VAV MINIMUM POSITION CONTROL M No �� This Certificate of Compliance G8a the building features and performance specfficetione needed to comply with Title 24,Pens 1 nd Recepacle SIMULTANEOUS HEATICODL? Ns No L Z 6,of the State Building Coda.This earliftate applies only a a Building using the pwfcNmnl®Compliance approach. prooess a 0 0. _._ HEATING SUPPLY RESET M Comear .Tam /� o Q r� oJEONENYATON TXOR WITURE PATE COOLING SUPPLY RESET Na ConsleN Tam `v 00 O 0 NI II TOTALa: 125.e2 121.00 4.91 _. _. 00�'- a. The Pdnepal Designers hereby Certify that the proposed building design represented in theaonaeucllon documents and model,d HEAT R JECTION T N. O Q rr•I Percent better than Standard: 3g96 ( 39%evclud'ng process) __ VENTILATION We Ak Balance J fir/ for the permit application oare sensisantga designedall other miss an he energy ls.efficiency speccakmX,and ts of Me submitted Col this BUILDINGMPLIE _ OUTDOOR DAMPS eo penult application.The proposed building as designed meets the energy efficiency requimmenls W the State Building Code,Till - CM 24,Pane. -- nE AseembledTlON SgURFACE3 I� CheckbarlBWMinp NTROL we Also le>•100,000sgnNCFAsnd>=1g,000 cgnveGeal pla2lO Then NFRC CartlBcegon4 requlres ECONOMZER TYPE rW Emnaherar .lNV LTG MECH "- LJ Follow NFRC1 0-e�l Procedureseed usmilla CLabel CeNacNe ForO,. Building Orientation 0 Conditioned FloorArea 2, .qa NType Area U-Fac Act Arm SHGC GIBZIna TYpB Location DESIGN OA.CFM MECH)COLUM M 210 Nm �1 I hereby affirm that l am eligible under theprovisons ofDvision 3 W the Business and Professions Code to 9 _ arc NonlAsurN.ed od -03? HEATUC EnuwIAENT ntvS _ EHWWR.. OaaFumeee eon lhle document as the person responsible for its preparation,and Ihatlam Ilcansetl as a civil engineer, Number Of Stories UnCondiiionetl Floor AfBe�a.it 2.. 66 0i0b 0.40 OPNN 6pecbell mechanical engineer,electrical engineer or architect - HEATING EQUIPMENT EFFICIENCY SS% 80%AFUE Number of Systems Conditioned Footprint Are 2. adt 3 _ sow 46 04DD IN CAD [TnIPa Bpecnelry_ net 2.I emrm that I am eligible under the provisions of D'ms on 3 d the BUMrhesa and Professions Cade Section { SB 9.400 180 All DUI.Pa Specpalty om t COOLING EQUIPMENT TYPE nh Both DX ❑ ❑ ❑ Number of Zones f s 32 0.400 270 .40 Dualle syeccir om t 5537.2 or 8737.3 to sign this document ee the person responsible its preparation;end that Nolea3.saa LT6Iffemenwkel Vdhrtrr,rea LTO.2byrhen) 2.Saa LTGa 3.sea LTO-e em rbwe navra w•a.l 4D DutlPw al COOLING EQUIPMENT EFFICIENCY nh IoSSEERfs.3EER Contractor preparing documents for work that I have Contracted to perform aawm.mema EMAX t !EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST MAKE AND MODEL NUMBER bet 1 V08011 ❑ ❑ 3.1 amrm that I am eligible under D vision 3 of the Business and ProfessluM Code to s this document Ibo Ofe`a Aiee S#1!r!199P? 9-'� O gency s py spec .. qu re spec 9� sign Thebcale.mdd m bouts let attent on to the itemss Rea in Iola checklist.Theseitemsra Ialw.men PIPE INSULATION REQUIRED? Y. No b ode Setio It nrt 55Sb031r.a or typedesese work ctins o tas hexusinesempt rand Pr0eusnesCodes and Ps printed fession. Front Elevation 45D•dL 25 rA lusmwon end aocumentat on end sDeclel verdicabon toles ureawitM1iM1e pedonnenceepproacA Tnelocal enlprumf agencytlabrmb CodeSBCIID0155375538.and 6737.1.(The8B 9BCgonb of the Business and Professions Code as pooled In theedmuecy ofihejustrcaMn,antl may rejactabuildinp ortlesipn that otherwise com0lbs based onthe aaequac off IAljuatHicat nPEIDUCT INSULATKIN pROTECTE Y. NS full in the Nonresidential Manual.) Left Elevation 450 aye Sl / madoewnaMeuon cuMNMd. le he Rear Elevation S70 114 HEATING DUCT LOCA N R-VAL Na Na Dudsm ABc {2 ENVELOPE COMPLIANCE "R' "A t -- CE�OppO��LppINnpG DUCT LOOCUATI N R-VAL Indicate location on plena of Note Block for Mandatory Measures Right Elevation 170.pb /92.gL p. EICSB IR�oOF spA EC Ma I µ No Required Form ENV-1 Total tv3o.L Sa.yL IL5% EXT RI SHADING PRINCIPALENVELOGE OESmNER-NA-ME al01NTURE .NO. T inflow DVBNIMIg_ Leh Fin RIQm F111 CODE TABLES:Enter code from table bei Imo coWmns aaow. B nian La oni Architects Roof �aan�,tgit a{ Exterior Shade T e H M L Wd. tm.HgL_ExLRE "jm Hs 1st-Liff tlg 1 1'HTING COMPLIANCE .00 HEAT PUMP THERMOSTAT4 TIME CONTROL SETBACK CTRL.ISOLATN7N20N FAN CONTROL sbw..d -1._M LEEC_Ena -&PA noapham-Crads S:Preg.Switch H:Hrtln9 Elver NumMref P.. Vera Indicate location on plans of Note Block for Mandatory Meas ldghting Compliance Not In The Scope Of ELECTRIC HEAT? Nam 7 O:occupancy C:Coolk9 bolellon Zanr. 1I=: Pkeh Th1s Submittal Lighting Power DensllY A. Ini Wlagn 1. Who.. Savings vs.Title§4 Cag% { None 0.70 VAV MINMUM POSmON CONTROL? Sa ear B:Both V:VFD Required Form t e sIMULTANE0118 NFATIC ? Y:Yin M:Mann Tkrer O:Ou_ C: Prescriptive Env.Heat LoaMum 3a- Energy Performance Credit o PNnb Non• 0.76 N:No PRINCIPAL LIGHTING DESIGNER-NAME SIGNATURE .NO. DATE Prescriptive Env.Heal Gan "i HEAT AND COOL SUPPLY RESET VENTILATION OUTDOOR DAMPE_ECONOMIZER CA CFM W r.erPwah Lwlaoheete . _ FFICI_ENCYT . se Wo x, r W acne r MECHANICAL COMPLIANCE PIPE INSULATION RE011RED? C:Oi Aire O:Granny :water FM. Lna,a.r prow. i Remarks: M:Out.Air M...0 N:Not Required :Thleahallhe Indicate location On plans of Note Block for Mandatory Mess red LlphOrO deelpn to he 7.30 welahgfl or bee. The rrpllonal features Iisled in this Performance approach application have speckkaM been revlewad.Adequate wmlen)ustgkaUon ant PIPEmUCT INSULATION PROTECTED? D:Carmnd Contra EC:E...omlzer less than Col.H im - doturnantati-Imtheir use have been provided by the applicant. N:N81arN Conirot See Sectlo ECHO. Required Form MECH-1 MECH-2 MECH•3 SEALED DUCTS IN CIN IGIRODI'l E? 144te)1 SUBMITTAL SET M.W. 10-II-04 PRINCIPAL MECHAMWLDlSIONCR-NAM! SIGNATURE C.NO DATEBuilding Department Ilse Only W.Russell King P.E. $Z o AWnarked signawrs ar stamp Rev. No DC5CRIP710N DATE Run i' 'o t•a o e: I 0 6 EnarpyBg al a II.ar NU Wee:1215 Jab N,mbr: Par2ally .1.1.1 9Y ErwreYdph usw Nun4r:12J3 P Sd14 EivpRW.t By FiarWSell User N,aroerl2b Jpb NveA Paga4NM .1 el EnergBan User Numberl2]3 JOD Numpr: Peeedd14 _pyPrN.1 wEmrpySr Uar Number1233 Jab NYmban Pye3d14 SHEET TITLE: TITLE 24 COMPLIANCE FORMS PROJGOT, CANYON HILLS PA21A SALES OFFICE MECHANICAL EQUIPMENT SUMMARY Part 1 of 2 MECH- MECHANICAL VENTILATION MECH ENVELOPE MANDATORY MEASURES ENV-M MECHANICAL MANDATORY MEASURES Part 1 of 2 MECH-M MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-M AK I A PROJECTNAME __--_-_-- - - 5t Ce- On}�L__aI�r�QfLISQ DATE Oaag pRO ECT NAME DATE PR0IEQ NAME DA7! PROJECT NAME DATE PROJECT NAME DATE s Canyon Hills Sales Olin. 10/7/2004 Canyon Hills Sales Office 10/72004 Cannon Hills Sales Office 10/72004 Canyon Hills Sales Office PUMPS 10/72004 Tat rdar oil. Pimp ❑a © ❑D C] U (J © 0 © © DESCRIPTION Designer Enforcement DESCRIPTION Definer Enforcement Description Designer Enforceme LU _ E cal mitt Name E ui rmn1T E/flcNnc Tons CPU BHP ER. FA. Control 9 Equipment and Systems Efficiencies Ventilation AREA BASIS I OCCUPANCY BAM RELIT DESIGN ® lts(al liatelled lesuletkp Malarial shall have been cerMred by the manufacturer,to comply ��II , V - POND MIN. NO- CFM O.A. TDOO VAV RAN, wim the Celifomle 01 Standards for insulating meterlel,Title 20 Chapter 4,Art le ,pl 111 ABYappllan-for which than Ise Calitornla standard emebeeleid in the 121(.) Comrda mall he provaedfoalbw ouaMe air dampen or tlevkr to Mopenled o- ZONEISYSTEM AREA CFM CFM OF PER CFM (MAx OF AIR MIN. PER Appl once E...y RegulNions will.omply with the applicable standard. the verdilation mles az zpecmed on th...plan.. '• m O (an PERSF (S.CI PEOPL PER80 (E.F) OOft OI CFN RATI AIR Y ,., O Zone 1 2. G7 31 18 ISO 31 �� I� 115(a) Fan type central furnaces shall not nave a pilot light. ® Z N O IJ 113(.)All Insulating Materlels shall he Imbellad in oomph....with the gape spread ratirq � ❑ 122(0 Ora,dy or automatic dampers imedocked ant closed on/an shutdown shall ba -, 4 p HPff•t ?del Si and smoke density requirements of Sedbns 2602 and 70TdThis 24,Part 2. IJ 123 Piping,ex ptlhat,onwyigllmdsetemperatum,b en60endlg5deg ea provided onme.A.W.air make,end discharges&all space soedbon'ngana f\ j FahrenhekorwRhm HVACequ,pmenl,shall b0millated a lio-rdancewith aehe......bems. .eel Li i oStandards section 123 © 122(q All gravity x Ibiting syNema An in be prowaed wdh autorneec or readily accesrbl TF , •N r manvanypcenlea d.mcer.m Nlocen ngsto tMoWW.,except mr.omev:r nai Enerp Facto aantlby n ® 12{ Wr he.tlimgduct,m1u04,1th Ulf,rmdendmsulaNdmcompllenca Rated Vol. Eft LIN ExL J tt7(a)All kee-hr Joints end openings in No buildingthatan observable souroasdeir openings. D_a Sections 801,80]end SOd of the Unaorm Mechanical Code System Name ,y.tam DlelnbulbnT Input GNa EIONene Pibt R-V�L hakpeahall lea.aulkad,gaeketea weatherstrpoatl or oMarwiae sealed. qr EMA%EX]012 Controls22(11It 721(01 Air Balencing:T.1...1 eD...(NEBO)P-s ceo Nana withthe National M C N ,Q riNaM Elea id 1 0 O.W NA '., " Environmental Balancl Bureau NEBB Procedural Staedams ir]or A LL ei n 122(e) Each space conditioning system shell be instaMd with one of iM1e loilowlnq: M I 1 ( b 0 t 4 © I) Y 9 I� (e) pace eon g sys g g type.... Asexbled pin Balance Council(MSC)National SaMema 11r91;or LL to VO O t16b Ske Consimctetl Doors,Windows antl Sk II his shall be caulked helwaen Me unit 132 1AEacns diti0nin tam servin buiain has oXices antl O and she buldmg,and abell the wiush,ehipped I....pt for uniremed at...doors an ...faduring laciiit ea(rdall omen not eaplydtty eaampt from the 1❑ 121(g2 Odsde Air Cerircatwn.TM system shall provitle red minimum outsMe air as Z Z I17 fire doors). regrmm.ms of Seciwn 11Y(d))shall be nstalled wkh m automat c t ma awn shown on the mechanical drawkes,ant shell be measured eed.mined by me Q E O M j o� L RATINGSwith an eccasslbk manual.-,,We that allows operation of the cycle.during kstailkg licensed CS mechanical commdor ana cediged by(1)the design N N qrIII a COOLING off-hours for up to 4 hours.The time switch shall be capable of programming mechanical engineer,MI the meni Ikenced C-20 mech,ical.omractor,or(3)0, ^ e.T AU. dill,rentscMdt W,forw,ekasysanaweekendsand Mwprogrambackup person with ovenllresponsrbaM for Ma a a sign 0 the xemlation.ystem,or QJ l S Nam Name System . ON W kW ER. Defeat Sensme Efficiency E.onomk.r Type LXJ118(a11ManWaduretl Oconand WiMowa installed shall Mve air kfikration rotes nd capabillt that prevent the loss dthe device's program andt ma setting rota N O ORYANT baa110 pours npower is inrermpte0;or ❑ 121(1)3 outsldi Alr Meecur...m:The system shell ac equipped w"M acaribrNedlxal or VVV [n I� N I 561CJDMIOJAV06011 itDX 1 80, 0.Bleb 57, 42=gLSSEERfg.] No EmnM w ezceediiq those shownin Table Number l-E.dthe sanapms.M......rad deaavcocapabIi,&..mrie Maq.ammy doulebe ai..... (in...e } SfeneslretonproductamustheNbeledforU-valueaccordingaNFRCprocedures. basis antl dspiayingthatquantityanareadilyaccessibledisplayi1wice;or 1 U J ❑ Anoerr rnelliptl approved by me commission. ' ` W ❑ 122(e)18An occupancy sensor to control the operating pedoddae system;or 121(iH V Z o l❑ 122(aHCA d-hourtlmerthat can bemanualty opermaa to comrdihe operating period Service Water Heating Systems w fte(.)DemlNng wNls m xonresbsMl adMirps: Th.opaque podkns d frames a.mi:lrm w.ns m mnreameeMl bdMims span Me iM system ❑ 113(bjz n a drodatrp lhot water system is mamled,it anon Hoye a conuol cap.me d a - In=wile an kstalled R-value of no leas Man R-11 bdween naming members. e.mmNkally taming on the cimulating punp(s)w n Mt water is not requires. to ❑ 122(e)2 Each apace conditioningsyaterr shall be ksblled wknoonlroletnaltempomrl Q restartandtemporarilyo.lmath.systamaarequlredromaimalnaaNback ❑ 111(b)SBa-1 lemurenal.i10d.,ma lF il'Nrshallbe equlDPea with commis to limes A -- nemmg.nmor setup coping thermostat setppmL I Pere green � STAMP: O111(b)]D Lavatorks Mrrtrcoms dpuDlic lecilitles shall be equipped with oe oltlre 12:a1 paps.e.onaebnmgsysbm2S,C mq nlpleaoseswdnac-ed.ft albwinp: Q�QFESSIQy- ndmonednoorarea mprc man zs,oao sga.re ist.Mn be vrovid.d Conn •••••••. 'Y iT CENTRAL SYSTEM FAN SUMMARY iadtlbn eons.Ea.n:one:anti pin a:.eed z5,000.gaare feat shag be ovnet a.vies tMuimit dw now al opt warp.aameximumdosganom pw '.• sespi­"a peeoven,awnnfsolatimdem..z,s..hsa,N..oraanram,tnNNlowthesup ly W. RUSSELL••;` Meth DrN. Mato DO. ornsungoreoamgmbeseroackoraimonmeepeneenuyofpenerlsoledpn mnale KIN ty O" Seam Harm Fan T a MNOr Loeatb CFM BXP EB. ER. CFM BHP EG. EB• areas end shall be.omronetl bystime control device as describes above. Foot acaaNa codrol valves,ana ommt devices carat limit tlw lbwdhd wabrtaa W: 2$952 �rmr1 ^ BRYANT mazrmumdo.75gallonsperminva, '.SeIC.106=10JAVOeo1l rnadvdwaa likee.Though 2,115 0. 77.01 IDO nene *.%Exp. 6-30-06;* uzlaablEa.h:pa...pndmonkg sysem anNl tie contmlMa bY.n balvMuannermost P. I--sensor a.tumea.omrd.aleas,and oWlel dsi.n that If,.III of he MECHANICAL; j that 1,ap 1,lemperalme within the rue.Wnere-it loconiroi neating,he wear toe mezimum ol0.T6 galbnz pee mimed. r� �� LS .omrolahallb,adjustabledownto55d,9,vvForlower.For...ling.me l5 onhol shall be adjustable up to 85 degrees For highes.Where used for both Senslosinp valves and outlet aevires-1 limit the fiow d bd Winer to maximum h.atfng and cooling,the control sMll be capable of preHding.deaaMna of NI .12.5 gallons per mined,rd 0.25S.I onslcycle(cimulating system). le..15 degrees F within which the supply d heating and cooling Is shut off or i S reduced to.minimum. Sensl.i ing naives,and outlet devicr cat limkthe now d hot water toe maximum 1 Q C Minimum.1.Rate per Becton 121,Table I.F. i� 122(.) Thermostats shall havenamen elpom.In it.,..Fahrenheit(F)and .12.5 gallops Per mini and o.W gallonskyck(noncirculsing symi DRAM BY. M.W. BesWon Expelled Number ofO.cupenaoreleaN5MdOMpw,iOlN7UBCOmup,t Donsity. adjustable sapoint stop.......ible only I-I,thoraed personnel. Must begrealer Manorequalto H,or Ue Tremfer Air.Design OM mAlrindudeew,b Wo from Supply Alr Sydem BRcom Exh NFena. I❑ () pumpss preventalectri.resistant ' sax<bsing valves,aiN OWlet tlevicez Mat lima Me nowdlrot wrier toe maxlmwn K Mucabe greater Man or equal toMminus g,ena,for VAV,preahrlhan mequala M--0� 173b S.pt halt insured Conn..thew n D kill D BY: J.S.N. pplemenlery Maier operation when the neating bad can M met by iM heat of 2.5 gallons per minds,and 0.75 Caronslcycle god swf ohae and proximity ee .pump aloe. commlel. [k 4rrROVED BY: R.K. = EnerpyFol.1 By Enrgy9gR taw NumbM280 Job NrMbx: Pr.pd14 71 8W User Mxdr:f2% Job Nixr,b.r: PpdOd14 d1.1 E Uri Numbad256 J•b Number 11dM ErwgRes.f syenemYsch Uee MarLr:123B "�:{ Jsb Mnar'. .12d1{ r„-e.i.r a SATE: 10-II-04 Syr lini By EmrmBM Ver Nambe 70 RLDInifflation Time: Job NunW. ,oeT of l4 a :Y __ DATE i'rI, 1 pmr.s have beer C :':1:or aC::e hm to the FILE NO: , '.•>nica::la UG(:DS a.:c o`::':-:n('n. Au1;lO rizatio ll is .)y g;aored to;s:u?a udJGrnq oermlt pending `v x;;proval'uy all appiicuule Clly::genrias. SHEET No. The Issuance or gra ntinq of a permit based onn,Pro ! parmlt or approve l of these plans s!.a!i noI tie construed plIbCa to T 2 4 1 l. nodes or ordinances Nov lihe.rm:t presulnedpltoc give titii� el itnori:y to violate Or cancal the provisions of such L -des Shali be valid. L I J I (JE eng�neenng 440D Campus Drive Newport Beach CA 92660 • - Newport Beach tel 949.7521612 Fax 949.7525321 Palm Springs -----T --T-------- ------ ---- - - tel760.323.SO90 I Ell' ,. ❑ HUAN NGUYEN,RE 1 TPpFFSS(ON 1 O •f NGU��l� - X I � I/8'XI&1/2'6L6 DROP BM O !A sue, CIVIL o-a4 r Of CA UFO 3B 6C EVISIONS NO. DATE DESCRIPnON I I0n4/04 cuENT REV. r -")�`� IIAOI04 CLIENT REV. L ,.i. 12/IH/04 51_06 DEFT. i l RESTRICTIVE NOTICE iF2 # t/ESE otsr(aa oanwrr�ct,.vo O .1 tIECPGII FOO&TIEGWREN E I1lOIBnT OF dO1MS @lGa�11G o CdA1TNG QOIA.A!O NL eI0a1MT10N 910wN 6 _V PMTWTtESYd1AVIPx6 mrEtoenu,�ronu wvaarz (Wi KC0FM TKAt4FU®.(M J 2 l 9 9 TJ 2 l Siusrl� �et euLT a nw1 PORTAL CARAFE PORTAL Wm10llrwRff7�COf✓5B7f OF GVAM UT WKI F84 COMIATOF I__.___ atlHalGfrt GgfJa BIAJ®IaAG - cormxlnc tata(.'xu ' ALL arcnts ttBe(v® ALL INFORMATION FROM P?�RTI AL PLOOR FR?�M I NC PLAN µI`FILM"I To PLAN PLAN 3C W/ DE51 GN CENTER SCALE ' 1/4e ' Ir-0e Q Z 0 J U U to w H - zz dw Q W �tll W �fo 4� W Zw� lu °1 w U IL � ED0--1 dm &Z a TO Q Q °g APPROVED 0-a- V O FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC DATE PROJECT NU7BEft: 60'f39 These plans have been reviewed for adherence to the 6A1®DATE Ob/Gb�G4 applicable codes and ordinnce. Authorization Ia hereby granted to Issue a buailding permit pending PLOT DATE 01A8105 approval by all applicable City agencies. DMYVN K• The Issuance or granlingof.-a permit based on - - apprdval of these plans shell not be construed to �• Permit or approve any violation oI the applicable codas or ordinance. No pr,rmit presumed to give SHEET NO:aufhonty to violate or cancel the provisions of such codes Shell be valid. - SO- 1 D c B SALES OFFICE NOTES 1.5 I.S 45--0" 1.5 1.REMOVE ALL INTERIOR WALLS WHEN SALES OFFICE IS REMOVED. \. 2.REMOVE Y'FURRING W-EN SALES OFFICE IS REMOVED. 3.REPLACE GARAGE DOOR WHEN SALES OFFICE 15 REMOVED. 4.REPLACE MAN DOOR Y4EN SALES OFFICE IS REMOVED. � r 5.REPLACE WATER HEATER WHENES SAL OFFICE IS REMOVED. W6.2.6 STUD WALL. T.SHELF.SEE PLAN FOR HEIGHT. 8.FLAT SOFFIT.SEE PLAN FOR HEIGHT. ,.LINE OF FLOOR ABOVE. 10.DROPPED BEAM.SEE PLAN FOR HEIGHT. I I.LIt� F O SYNTHETIC STONE VENEER.SEE ELEVATION. K 12.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIGHT.SEE 44441111 SLAB INTERFACE PLAN FOR TOE FTC.RETURN DIMENSIONS. ------ ------ ----------- - ---------- -- I,.LINE OF+2"WAINSCOT.SEE ELEVATION FOR FEIGNT. 6056 X 14.FOAM TRIM,SEE ELEVATION FOR"ACTUAL"SIZE. PR 30l'A FR DR5 FR.3060 FR,DRS. I I5.EXPOSED WOOD TRIM,SEE ELEVATION FOR SIZE. TEMP.AND FIXEDTEMPN.AND FIXED I I6.FIXED SHUTTERS,SEE ELEVATION FOR SIZE. I T.3066 S.G.SELF CLOSER 1 3/0"THICK PROVIDE 516N ON CENTER a I OF DOOR TO INDICATE HANDICAP. a a a a a a a a a a a r 46 I0.60"MIN.DIA.GLFAR. I I 2,•TACTILE ACTI EEIT516K PER GBC 10d032 A.S,10032.6A 1003.2bb,RECEPT. AREA 0.TOFLDI SPEWER. ••,��• 1 I I 21.TRASH RECEPTACLE. L 22.2X6 PLUMBING WALL,0 DISPLAY 6�1' I 1 25.56"GRAB BAR.OFFICE 1 �_ --� 24.a2"GRAB BAR. 9'-I'GLG. 4'-O" 25.MtAP HOT AKATER AND DRAIN LINES WITH INSULATION FOR HAND26.TOILET FLUSH CONTROL ON OPEN SIDE26.INAIN5. 0T L a a Q ILL ^ yy I I 30.SINK •MIRROR ]' �S1' J I ° I 7 7 31.TOILET PAPER DISPBNSM p 1� a f i ry 32.PAPER TOWEL DI_ _.S_._ �I 33.SEAT COVBI DISPENSES¢. I 34. LINE RECEPTACLE. O 35.LINE OF CRIPPLE WALL ABOVE. � / 56.FLAT SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. N I \ 37.ARCHED SOFFIT.SEE PLAN FOR HEIGHT OR DETAIL. w - PR. 6 T-6• 6'-6" 27'-L• 46 3i' I 35 LIFE OF FLOOR ABOVE. U N FR. 3 4,SHELF.SEE PLAN FOR HEIGHT. 1 0 \ / I 40.OLA55 BLOCK. yWj� p C \ ENTRY 41 DLIGT CHASE.VERIFY YV H.VA.G.DRAWINGS. B . 8 A \ I I A 42.I&'TOWEL BAR-HGT.54"ABOVE FIN.FLR. < Q I.T� \t'-1•GLG. 46Atk=/ I I.tJ 43.24"TOWF1 BAR-HST.54"ABOVE FIN.FLR. „ I 44.PONY WALL.SEE RAN FOR HEIGHT. • 7'-b'\ 10'-11' ,b' 'M1II' S'-6' / 45.FA.U.IN ATTIC.PROVIDE 30"X 30"ATTIC ACCESS PANEL. (OR PM G.M.G.,OH).PROVIDE FUEL.GAS,LIGHT AND 5WITCH. .D ------ ------- \ 7 46.LINE OF SYNTHETIC STONE VENEER. 00 I I t I M BATH / eo4o Pb. 5040 P.G.TEMP. \ I 0 m vi NOTES 306e \\\ I n I.MECHANICAL VENTILATION FOR TOILET COMPARTMENT5 AND :» ...I I �+ ry N I N BATPER MOOMS CDC SHALL BE CAPABLE OF PROVIDING 5 AIR C UNGES 17 Z 9 p OFFICE 4 �� Q I 4 ♦ OFFICE Z �/ 1- I T'-6' ,-1"O 10'-II' a. Q - H, L.L o'er' 6'S I Q I - MIN I b I � I J 23 I �- 19 5040 F.6.TEMP. a I I \ 3065 I LI\ e I LL ACCESSIBLE I „ I / /� \\\ r/, i �� S I HALL I I w 8 RESTROOM '° I I / / \ \ n I > N I o,-„ / I \ 4�10• LL- ENTR _t I� // /OFFICE 3\ \ I I _ - / \\ x o / \ I 4 ,'_I"GLG. \\ \ I I p'I/v� pmp / I \ I p c a 1 �' GA AGE -- ry I M1 F.G. 6� .G. y i'C�. R J LLJ PORCH ST RAGE \ J a --- I / \ • _ / 1 \ - - O + ------ - ------ BGYAerA PROVIDED 1 I J g F ? r + - --------'-------- - ELEV. LLEV I I • ��� N k/ I SODA 5L. I -4. o a 40 ' IL'p Y (D LLI J R?� W waflL 4" I'-11• 4• 4• I'-I I" 4" HW 4'-0' D'-O' • 4�7" 6• 2'-9' B'-I I' '-4" 5'-0" '-4 F f(Hj = m U LLJ N Z 1gYy //� w� Q 2'�• i6'-2• 2'_3• 2'-0" 16'-2" 2'-9' '-2' 6'-2" 2'-4• B'-4" 2'-4' [� ( V/ W N-� V 20•-6" ti J 2018" 1C.5 II'-4• L513'-O• ;' z `m`z� OC m, V Cc B d o3 owZa v WACCESSIBLE RESTROOM IXCR G FLOOR PLAN SALES OFFICE FLOOR PLAN ADDEND md4, UM IBR _ � � c '� � J� SCALE 1/41-i,.n.. SQ. FOOTAGE FLOOR PLAN 2(776 ---A FOR PLAN 3 CHANGE PER ELEVATION. NOTE,FINISH®SQUARE FOOTAGE GALC 4-ATION5 FOR THI5 HOUSE WERE MADE BASED ON PLAN INDICATES EXTENT DIMEMDIONS ONLY AND MAY VARY FROM THEor-PoTsHrLr C y h El PLAN FOR HEIGHT( FINISHEDSQUARE FOOTAGE OF 1iE HOUSE A9 BUILT. OR CL V O ELECTRICAL SYMBOLS z 1¢ceeeeD u6Nrr rlxrvl�e p QQ DOWN LIGMTs U W Q WALL VIASHM TO"cealta AN6LE a 4444 0 u0v DUPLEx CONVENIENCE olm.er -. U # F l� fiIADRUPLEX OUTLET j{} 5I146LE POLE LI6NT sWITCN 7— TELEPNIONE JACK a W Fnx D®IGATPD PAx JALK A T !l o ,�CUTLET 4444 4444444 � l RECEPTo AREA �a a W�LAMPs p4 WAWA=MOUNT®CEILING L16NT PIXrmm �l sEamw KEY rANEL-VEmFY ANr LOCATION cMANGE .� W ne*MoerAT-vElelrr ANY LOCATION cNe,Nx x I /l /_ O CGILIN6MVtN - _._._ 4444 4444444 6 OFFICE I / i PCTmANT PIXTVRE 3X4 FLOUPMWa T PIXTUM s I Os sMOKE DETFS.TOK / j 1\\ '— ' —�� /' 'yl• O PENDANT L16NT5 G _ -_ENTRY TRY 9 ._. --: ❑ W b OFFICE 4�- - !I J pa E. Al— I U. -o`-'OFFICE 2 / / '— LL J T . I U N — i 910• 9'-O• - l � z 44 O STUD OUT N I (l � 0 FOR OAS '• -�� Nil / — ;g O HALL r O U /� / — VIZ In V M soo AMP 8 - > OFFICE 3 Y 7'-1 SEItVIGE P � _ W C n uT O i j a • - - - -- - - - - - - - (STORAGE o 1 a I' Fp2 Lid� f O Cn wLLJ a $ � W o �- a o O G] a� U Jcn g ff Cn T y wuN O ww Tfff- w ❑ O J W SALES OFFICE UTILITY PLAN ISR -„ p�lWLl��� SCALE.lit"-I•-O" , x;S„I J - n.aeeC on 1F�SO F3 llml of l Z M O V co i SECTION NOTES = . bAao= _ �-I2 I] I FASCIA BOAR .SEE ELEVATION. cli z 4 I TYP. �4 2. D BARGE BOARD.SEE ELEVATION. 0� 3.EXPOSED RAFTER TAILS. t" 4.ROOFING MATERIAL,REFER TO ROOF PLAN NOTES. U 5.ROOF SHEATHING. 6.DESIGNED WOOD ROOF TRUSSES. _ -1.HEEL STAND TR1159E5. __ 6.GIRDER TRUSS. aaaa 0 TOP PLT. TOP PLT 10. 2X ROOF JOISTS. I I .2X CEILING JOISTS. 12.RIDGE BOARD/HEAM. 1, .FLUSH BEAM. 14 DROPPED BEAM. IS.HEAD62 1 6.IX OVER 2X TOP PLATE AT NON-DEARIN6 WALL. q OFFICE 3 OFFICE 2 ENTRY OFFICE I 1 T DOUBLE 2X TOP PLATE AT EXTERIOR•BEARINO WALLS. O v ; 16.2X FLOOR JOISTS. e 20.FLOOR 9HEAPLOOR TRUSSES. aaaa aaaaaaa 21 .6.1.FLASHIN6.(ROOF TO AALL) Z Z.G.I.FLASHING AND 5AD2LE/CRIC.KET. TA.G. 22 .4.EXPOSED BEAM. FIN.P 2X SOLE PLATE. p 25.2X P.TDP.SILL PLATE. �Cy 26.2X4 STUDS. 2-7.2X4 CRIPPLES. �. 26. 2X CE4LIN6 KMKIHS. U SECTION 29.2X BLOCKING. ii../ 90.2x6 STUDS. SCALE:1/1"=I'ro" 32.POW� 'L DLg.�EI W _ L FRAMING PLANS, aaaa aaaaaaa a STRUCRURAL CALCLLATIONS AND GENERAL NOTES. 4 - 2 PLYWOOD TREADS AND R15ER9. 12 m .16'O.G. 95.AINDER STAIR FRAMING A/PLYWOOD TREADS. /4 36. RIP 2X DECK JOISTS FOR 1/4'PER FOOT SLOPE. 31.BASTOMERIC DECKING OVER PLYWOOD SUBPLOOR. TOP PLT. INSTALLED TO MANUPACTURER'S SPECI140ATIONS. pa 6.2X "NAIL SPACED'DECKING. 99.CONCRETE FLOOR SLAB. 40.96'HIGH GUARDRAIL PER CD.G.509. o oo U 41.54'-96'HIGH HANDRAIL ABOVE N051NO PER G.B.G.10093.9,6. _ TOP PLT. TOP PLT 42.FIBERSATT INSULATION-SEE ENERGY COMPLIANCE SHEET. G 44.EXTERIOR KNISH,REFER TO ELEVATIONS. 4 .EXTERIOR 5OFFIT(SEE ELEVATIOW. a ,d = _ 45. StE:LP,I/2'GYP.BOARD OVER 3/6'PLYWOOD. ` Ch r 46.PROVIDE I-HOUR FIRE RESISTIVE CONSTRUCTION UNDER STAIRS AT ENCLOSED USABLE SPACE PER 6.54.100339.4 f GREAT ROOM ' V PO CH HALL WS"�'X'Wf"W WAM KTM w 000�NAILS�r r o a P 41 5/6'GYPSUM WALL BOARD 46.I/2"6YPSIM 1'1ALL BOARD C7 m y W E. PIN FLR PIN.PL � ATTIC F.A.U. NOTES Q o e/oz W S E`/T I O N V 1. FURNACE SHALL BE LISTED FOR IN5TALLATION IN ATTIC OR IN _L 5 A FURRED SPACE. cc 11 5 ALE:114-rro^ 2. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORIN6. W Ga 9. ATTIC OPENING AND PI39.A6EWP.Y^.+IfALL BE LARGE ENOU6N �. 12 FOR REMOVAL OF FURNACE. N 4. PROVIDE MINIMUM 24"WIDE SOLID CONTINUOUS FLOOR FOR Z 4 TYP. -Ty1p2PASSAGEWAY. 4 1 L O 6 1 6 5. FURNACE SHALL BE NOT MORE THAN 20 PT.FROM ATTIC I•�Li 6. IN FRONT OF EQUIPM ENT. L WORK SPACE OF 90'x 90'MIN. O w g PROVIDE UNOIftTR=11W TOP PLT. S T E . VENT THROUGH ROOF A MIN.OF 5 FT.ABOVE THE HI&HEST VENT U .7.' y V LLo + PLT TOP PLT COLLAR MICH IT SERVES. 1V,11 b" D. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. '' "� m '� o t U 15 1 a. RAISE PLATFORM AND PA_^ _.Y FLOOR SUFFICIENTLY SO J(, 'b o O 10 aT 42 17 INSULATION BENEATH AILL NOT BE COMPRESSED. Q J p E iW a - TYP STORAGE HALL OFFICE 4 DISPLAY - GENERAL SECTION NOTES a I. REFER TO STRUCTURAL ENGINEERS DRAAIN59,DETAILS AND O 39 2 NOTES FOR INFORMATION NOT SHOWN FARE. 2. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOM 2s yyTIL m FIN.FLR. PIN.F 9. SECTIONS REFLECT THE'A'ELEVATION U.N.O. 0.F� 4. ROOF SLOPWS)AND OVERHAN6(S)MAY VARY PER ELEVATION. E C T I O N REFER TO F F ROO NOTES AND ROOF PLANS AT EACH 0 ELEVATION FOR MORE It�ORMATION. 1LLL� O Op IM Wm S. TYPICAL DE FOR HEEL TRUSS. 0 6 L SCALE.I/�"-I'-O" 6 (DIM.FROM TOP PLATE TO THE TOP OF TOP CHORD). O •/1 W W N �� Q 4 UJ 1 7Y I M. P. I4 y � 0 M j� F7 v _ma III g `n W =NM yq� \// W W to I ww++ J J W� i 3 a I coN z i L I I m o III x F U TOP MT. �qy O M TOP PLT < }Fp a- O Jv c.r ENTRY PT. DISPLAY AREA P V PIN.FLR. FIN.F x w SECTION � 0W z O� U $GALE:I/1"-"-O' � ELEVATION/ROOF NOTES I. 2x6IFi00®G1911��G9NL. ioi�m 2. 2xb 11900N�,SIB IDE3mu-. z TTP TYP 3. x EXPOSED RAFTER TAILS kV SHAPED ENP5,'SEE DETAIL, p NOTE,ALL RAFTER TAILS TO BE EOUALY SPACED.FRAMER TO COORDINATE WITH TRUSS EN6INER. V 4. EXTERIOR PLASTER OVER PAPER BACKED WIRE MESH, W 5. EXTERIOR PLASTER SOFFIT.O/EXPANDED METAL LATH. --- --- .. . b. (I)COAT STUCCO SYSTEM I.C.5O.*RRYAGOA �S O I, I T. EXTERIOR 51PIN6,SEE EXTERIOR FINISHES NOTES. V ER I EXTOR GRADE PLYWOOD SOFFIT. E. I 4. TONGUE-AND-6ROOVE SOFFIT. z I j TYP. 10. SPACED X VERTICAL WOOD TRIM AT XX'O.G.OVER W I I. EXP05EP WOOD CORNER TRIM,SEE EX7.FINISH NOTES. 1 19 EXTERIOR GRADE PLYWOOD OR MDO.BOARD. D.I 12. EXTERIOR GRADE PLYWOOD PLYOOD OR MDO.BOARD. (1. 13. WDOD LATTICE O/EXPOSED PLYWOOD D.OR M.D.O.BOAR I VERIFY AT I4. FOAM TRIM,SEE ELEVATION FOR 5#a=UAL'SIZE. q I VERIFY AT O 1S TRIM, EXPOSED WOOD M,SEE ELEVATION FOR SIZE.TKO' FIELD FIELD 16. BUILT-UP"GURV6U"PLYWOOD TRIM OR MD.O.BOARD. a a a a aaaaaaa 9 1 I ,{, TYP. I 16 POTSHELF SEE-I FIXED SHUTTERS,TAI ELEVATION POR SIZE. A 12 14• PROVIDE 6.1.PLA5HIN&AT ALL EXPOSED YIOOD TRIM. q D.I I 4I4 21. 6.1.r-O FL SHIN 6.IIS ROOF TO WALL•PLASTER SCREED,SEE DETAL. pq 1 1 22. &.1.FLASHING AND SADDLE/CRICKET. as I A j 13 A90FFIT I 23. APPROVED TERMINATION GAP YV SPARK ARRESTER FROM I FIREPLACE MANUFACTURER, I j 1 I I 25.TI "- MA ONRY YmN MAWNRY VENEER. L I I 14 - - - - -- -- - - 1 4 I 26. SYNTHETIC,STONE VENEER.I.CB.O.• MKowb6 �+ 21. 5HAP®FOAM CORBEL,SEE DETAIL. V I , I BUILDINi TOP I-LT. 1 TOP PLT. 20- SHAPED WOOD CORBEL,SEE DETAIL. a a a a aaaaaaa 4, I I 1 LINE 2q. nOOEl a=T"ISV¢PLAN FOR SIRE. I I 1 I 1i I I I' I - E 30 EXPOSD WOOD BEAM WITH SHAPED ENDS. q µ 31 MANUFACTURED COLUMN.ROOP LIM - 33./' J 1 32. PR.EGA57 COMPONENT/TRIM,SEE DETAIL. �1 VE FALSE LIE I 14 ' 14 14 p ry 34. RAILIN6,SEE DETAI�N�SEE E.N.FOR LOCATION. u 1 D 35. WOOD RAILING,SEE DETAIL. •yj j r '! Q - 2. } c I 56. DECORATIVE METAL, DETAIL. w P row • I 'r F _ ( 9 14 2' 10 3T. LOCATEXTERION,,DEEP NAND SIRE'SEM OF FFINISFEDIOPENING. - -- I v Q L, L I j n TYP.• 1 0 3B. 6.1.SGREEf•ED i LOUVERED•6ABLE END VEND, w li ! 14 r µ 23 SEE ELEVATION FOR VENT SIZE AND LOCATION.(SEES REOD. w 1CCra�7�� b I.3 - 14 D.I ATTIC VENTILATION CHART FOR MORE INFORMATION). o r4 q n 34. 0.1.5GREENED'ROOF"AIR VENT.(SEE REQUIRED ATTIC a VENTILATION CHART FOR MORE INFORMATION). -_ PIN.FLR d 40. DECORATIVE R.SIZE J VENT/LOUVERED BOARD.SEE ` q ELEVATION FOR SIZE AND LOCATION. � z 14 2-X4' A°2x!RIR. I4 61S1-114- I4 20 12 4 I. 61RFIED. AND DOWNSPOUTS,LAYOUT TO BE FIELD a .5 .4 42.LINE OF SYNTHETIC STONE VENEER,SEE ELEVATION. E W 43.LINE OF MASONRY VENEER SEE ELEVATION FOR HEIG SEE HT. y SLAB INTERFACE PLAN FOR TOE FT6.RETURN DIMENSIONS. 44.LZ;OF+2"WAINSCOT.SEE ELEVATION FOR HEIGHT. z 45.LINE OF WAINSCOT R1RR'6.SEE ELEVATION FOR HEIGHT.SEE SLAB INTERFACE PLAN FOR MORE INFORMATION. p OOF PLAN 1BR SALES OFFICE FRONT ELEVATION OR46. 6.1.RE6LET FOR COLOR COAT CHANGE. E"' 4T. MEGMANIGAL TUB ACCESS PANEL,CORROSION RESISTANT, -0• EW r ^ xA.e I/4'•I' �b r\I O SCALE I/4•.1'-0• VFY LOCATION. V J (� I` 491. LINE OF INT@RIOR CEILING OR INTERIOR WALL. q 44.LIGHTED ADDRESS SIGN. W EXTERIOR FINISHES p ALL EXPOSED PLYWOOD TO BE EXTERIOR 6RADE. '\m W ALL EXPOSED WOOD TRIM,PLYWOOD,SHUTTERS,P0575 AND IJ..I pa CORBELS TO BE RESAYPI.U.N.O.AND PRIMED PRIOR TO INSTALLATION/ASSEMBLY. Z SEEI DETAILS TO BE,H' 1 SID/N6 -405 D.3 D2 D9 Q INDICATES SMOOTH STi/C.GO FiNl9N Q z ROOF PL,4N NOTES �o,�a Lu s j INDICATES 4,12 SLOPE UNLESS NOTED OTHERWISE/o W Z ON PLAN. Q e1 rn a r_WJ F TYPICAL ROOFING TO BE GONG.FLAT TILE EAGLE ROOF TILE'IC B.OAER-4660 OR APPROVED EQUAL. Iy V V z TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE 12" W [] o O UNLESS NOTED OTHERWISE ON ROOF PLAN. 00 W V TYPICAL ROOP OVERMAN&AT LAVE CONDITION TO BE 12" Q(n of E+ RI y 'O O UNLESS NOTED OTHERWISE ON ROOF PLAN. 1 JQ 04 O p F REQUIRED ATTIC VENTILATION r- �JtanQ w� o 0 T}g ATTIC VENTILATION CALCULATIONS PER C.B.C.SECTION 1505.5 z AS FOLLOWS, (A)ATTIC AREA(SHARE PMT). z z (B)DIVIDE(A)BY 300 AID MJLTIPLY BYIN 144 TO CALCULATE I E TOTAL } REQUIRED NET FRS VFIRM AREA IN 9r IR INCHES,DIVIDE TOTAL F (n BY 27 GET THE NET FIRM VElTI1JG REGNIRED BOTH HIGH AND LOW -AREA DIVIDED BY 150(HIGH AND IOW VENTING NOT USED) < d (C)TOTAL SQUARE INCHES OF MET FREE VENTILATING AREA PROVIDED m B1'61-81LE END ATTIC,VENTS.(SEE C2LOW FOR MIN SQ.IN OF < I PRCE AREA FOR EACH VENT) ® -&ABLE END VENT 0 ijj`IZ- .4 (D)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED <}} M p BY ROOF AIR VENTS,M5 50.IN.OF FREE AREA MIN.EACH VENT) 1µIL LL 2-HIGH IN •LOA61N a- AREAS O� <> p W Of (E)TOTAL SQUARE INC 1125 OF NET FIRM VENTiLATIN6 AREA PROVIDED j�11 0 BY UNDER SAVE VENT BLOCKS,(12 94 tal IN OF FREE AREA MIN.EACH) Y{ QV (F)TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED JO�i J)V a N PLAN A B G D E F �a0 do q "IBR" nPea 'il+a 6w' ns� data vExrs VNcrm TVe iI' y11 0 �rn (-A RJ dlri.INJ (OGI.NNJ M&IN) (7d INJ 1'iG.„avJ F- AREA-I 216T 61 r+me-•as Ien nx+'.A txa« noJ Iz ». lerr ry�1 uu�111¢'ZZ CD WON I.Ov wA uw !!hs-ae's 1.Cr s+o sY1 rary pp>U v / = M k. APpROVED 1111KKyyyy VI JU) I FOR P V/� ERMIT ISSUANCE O SCOTT FAZEKAS&ASSOCIATES,1 z� DATE _I<u 1 a _ A./ I. have been reviewed for pHxQVFp O O<a adher Ov e ,noes and ortlinan din Auth NHS IZ ',,,v g,ant ac;to issue a buil Par c es. I.NET FREE VENTING AREA PROVIDED BY EACH VENT 15 SA ON ' a1:>)'all apPilcable City a4enis. ASSUMED VENT SIZE AND FREE AREAS.FIELD VERIFY THAT THE H ntin of a permit MINIMUM"REAUIRED VENTING"A9 LISTED ABOVE 15 PROVIDED G. not a< K i a,,snce1 or gr.. '9 a c FREE VENTING FO INDIVIDUAL VENTS I5 DIFFERENT THAN ABOVE. L if 'se p ens to I , FOR INDIVIDUAL 2.Al.L VENT OPENINGS SHALL BE COVERED W/I/4'CORROSION �III11 f o o(o n e ea V v.o'Vatn t Presul RESISTANT METAL MESH.(IF MESH IS LESS THAN I/4'THEN THE yj I f n ,el i F - NET FREE VENTING AREA OP VENT MUST BE INCREASED TO ALLOW }{' in FOR REDUCED AIR F(_OW) 3.FRAMER SMALL BE RESPONSIBLE FOR COORDINATING W/TRLSS MFR.TO AGGOMMODATE ALL ATTIC VENTS 4.ALL VENTS SHALL BE IN5TALLED 50 AS TO MAKE THEM AND FLASHED WITH'MOISTOP'IN THE SAME MANNER PRESCRIBED Q o o FOR WINDOW INSTALLATIONS. 7 O V 5.PROVIDE APPROVED INSULATION DAMS(BAFFLES)MERE VENT DLOC4G5 4 N U ARE USED EMY@N ROOF FR.AMIN6 MEI-1 5 TO PREVENT VENT ROLLS m Y O FROM BEING BLOCKED BY IWULATTON. N v Y 6.LOCATE MI&H VENTING MINIMUM W-Ow VERTICAL DISTANCE 0 W ABOVE SAVE VENTS. T.PROVIDE ACCE96 NT AND VEILATION PROM CALIFORNIA FRAMED AREAS c0J m TO ADSAGEN7 ATTIC SPACES.REFER TO 6TRUCTUAL DRAWINSS FOR O FOR SHEATHING PEISTRATION9. Co REFER TO PREVIOUS SHEET z FOR NOTES, DIMENSIONS, AND U INFORMATION NOT SHOWN a HERE. 4 4 a a 0 I z a w a a4a4 a444aaa4� Ic/r RIP" � 9 TYP. 'O 14"XIO' TOP PLT. W l TOP PLT. I TOP PLT TOP PLT. TYP .'! ry= \\ TOP PLT a a a a a a a a a a a 6 I — — — — — — — — — — — — — — — — __ _. _._ — — __ _ — _ TOP PLT �m7 If I 2 la I 0 n U 4 a T W + t/ 0 4 J w� 88 ' a 0. D 3 �'-o• h � M. PIN.PLR ._. .__ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIN.FL PIN.PLR � 3 a q bCC �tl WW W REAR IBR LEFT IBR W 9LALe I/4"•1'O• x..ue I/r•ro• J W � A wm � 0 Q F T—W� $ h rn Zoe 0 � Q<Lu Jw x�<w =a w �, ^ z � z H a z z o TYR (2)14'X16" IX W<� z _- --- f Ia�ggqq « 0 0 M. T R 0 (A TOP PLT. ,g f TOP PLT y�y11 Wa a 0 .— — — P. — — — _ — — — _ — — — _ - 18W'Od� ^C, P. 14 1 .-YA" J f W �7 TY TYP. OI �W uJ !no a ! <O cc O F = m L n I 4 wUatr7 a C •14 d j g V/ a. O TYP. Q S �i O =W M G4 Y J- I T.M. 9 L Q PIN.PLR. �1 d // � r. _ _ _ - _ PIN.PL (*F}J V A 00 Or7 TYR 70R pE-.7IT ISSUANCE pn :iCOTT PAZEKAS&ASSOCir.7ES,Ilv MIR DATE ]oen avi,"rrd for atl:;ne:iJa fo�^.© RIGHT IBR Aar( g nec --gig s 9LALE I/4 I'-O' Qo Z n2 7a tl on I m U CJ O SYM50L5 LEGEND ® POST OR TRIMMER AS NOTED SPAN AND DIRECTION OF ROOF MEMBER PER SCHEDULE SPAN AND DIRECTION OF FLOOR MEMBER PER SGHMME ]T w^T C SPAN AND DIRECTION OF DECK MEMBER PER 51-WMLE englnee�fingg © SHEAR PANEL NUMBER REFER TO SHEET W-2 FOR PANEL TYPE,PANEL LENGTH NOTED 4400 Campus Drive ON FRAMING 4 FOUNDATION PLANS. ® Newport Beach DETAIL UMBER CA 92660 DETAIL SHEET NUMBER O BEAM NUMBER REFER TO 6OUVI5 EN5IHEERINS CALCULATIONS Newport Beach .� KEY NOTE NUMBER tell 949.752.1612 I X BEARING WALL fax 949.752.5321 IA 1 ® CALIFORNIA FRAMINS Palm Sprinp 92 o % 5I tel760.3 3:090 4'-a• r p KEY NOTES I IS• 4xa 4xa 4xb 4xa OO lD CONTINUE 5HEAR PANEL THROUGN WALL HUAN NGUYEN,P.E. i r---------------- ----------------- ------------------- O STRAP(S)OR HOLDOYN ABOVE 1 ®PLYWOOD Apio%m OPEHIHs.SAME TYPE P5 ADJPCENT SHEAR PmeL. gOTES$Ip I I ® 51MPSON T522 FLUSH BEAM TO DROP BEAM Fc�tPN NG(�e I I R%�,.d E P'; A�""'A I k7Ck �`�"'�' I , ALIGN WI'fN STVR'S)OR POST ABOVE e - © PROVIDE SOLID-SLOOKING BETWEEN FLOOR ; z 1 I ©LINE OF BLOCKING,W/EDGE NAIL. W SEE PLAN FOR NUMBER OF BAYS N P 07 t 1 ( sdsl~ 1 Q PROVIDE SOLID BLOCKING F Clvl� �eoP e'-o" TRu65 PV ex °f CAul� O PROVIDE 5x SILL PLATE 4,ItTYP. j f.k 0• 0 GONTIWUOUS LINE OF BLOCKING W/EDGE NAIL UNDER SHEAR WALL ABOVE W/(1)C516 REVISIONS TRY- HANGER BY TRUSS SUPPLIER NO. DATE DESCRIFRON ICI I •Df 12 CONTINUOUS TIMBERSTRAND OR SPLICE PER RAN. I 5hK'Y L i 6H T I 1 ~ aKY^L.1c�..H7 1 FRAMING 5GHEMLE li I I lO DESIGNED ROOF TM55M a 24'0C. I I I I O 14'TJI 290.16'O.G. 14•TJI 250 0 12"O.G. ........... �-- 9D I I'� 19"�'« I II Ib'-O• E V I'*.0 I O 141 T.11 960.16'O.G. _ i jsw 14'TJI 760•12.O.G. I I 2A Fj 1A 2 X 10 DECKJ019T9 a Ib'O.G. RESTRICTIVE NOTICE 2 X IO JOIST'SAI AFTERS a I6"O.G. PLF=IIO PLF=110 THESE� �aaCb1AA.TNG GA",AtO ALL 2 X 6 ROOP J019T3/RAFTERS.Ib"O.G. L------------------------- -- -------------- 2axa sirs' 2 O 4 F�.. I L5L 2 X 6 FLOOR J015T5/RAFTERS a 24'O.G. PlORHATION 9gWN6 qg ... .: DROP BM BM DROP BM 9G O cwrosraruLTOAU RR>rBfla r---------------------- -- --+----L�--------------------1 N 0 k AN)NDMRTOFTIBEDMWNS 3 ry FR?�MING NOTES ANY R130.0P1XID,NPR CAN ANT 2x4 R TR bA 6A _ 4Xg I. R�PER To STRUCTURAL 6ENERAL NOTES 4 SN-2)FOR MORE INFORMATION. AND DETAILS SHEETS VVI11101lf WrEBtf OF 1 p Gams eaGNeluOU" umNc R TO SHEET 902 FOR SHEAR MALL 5c+IE!DUiJ!. counts O4GINMPjNG S. PLYEWOOD SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS. cormATalG tllOI1P Icy �J.1 1Ipy" v UNLESS APPROVED BY 60UVI9 ENGINEERING CONSULTING GROUP IN AU RIG1113 Rasav® YRITIN&. 1 I 4. USE SIMPSON WE,"HANGERS FOR CONNECTION OF'I•JOISTS TO I _ U OTHER PRAMINS MEMBERS(UNA). �N tTADETA'IL II/90-5 FOR SHEAR WALL5 EXTENDINS TO ANY I MANUFACTURED BEAM DESIGN SnGIFICATIONS TY TRUSS JOIST Fy(p.9 Fv(qU E J L HAC MILLAN \\..{ 1 TIPWRRSTRAW 2260 400 I.-w Z _ I 1 t •. ,:5 p __ ____ I Nano�" 2600 2" L.Ixloa — Q 1 IA i IA I! r— --- I -"_.^) 2 t%'� •'q \ PARAI� 2'100 2A0 2-13 O _. 1pay(" \ \ O Q IL ALL PRE-FABRICATED SHEAR PANEL CAN BE ONE OF THE FOLLOWING .Z• — SIMPSON STRONG 51MPSON GARAGE TJ GARAGE Q TJ PARS. A, V V WALL PORTAL PORTAL O \, W r% I ilk I , WA TJ24x 9W24xb TJ24X6 9W6xT T_*X•I r 9 1- W • 1 ----J I S I/L'XIS S } D tF=h900R Ztq _ p ;_._._I __._-._. _.._,__. ..._. W24UA M 5W16x8 TJbXD .. ..._.._.,.__...... ._.. ..__._...._ _..__.. I 9W24x10 (2)9YabX1 (2)TJNX'1 V W Z Q IA I bA END TRU55 I 9'-6' 9A BLl TMS 9rB2xe TJ72X6 (2)SW16x8 (2trJlexb > "2UA TJ52X9 S1,22>0 TJ22x7 --� J O 9A I � Q W 0.r 9Y82XI0 TJS2X10 SW22xD 4X6 TJ22XD 5W46X6 TJ48Xb t2H9YO2x'1 ph'J22x7 J O LiI 9G SI446X4 TJ46X4 (2)BY@27(8 (2)=Xb Z_ Q TT N __..__.) __ ...... I 5446%10 TJ46)00 v Z W IWII W 5 IA ' S SHEAR N4LL 5GHEPULE �� O 4QQ j IS 9A 199T UNIFORM BUILDING GODS/2001 CALIFORNIA BUILDING CODE O F,2 Z uW0 SWEAR SHEATHI EDSE FIELD &em SILL R GLII°sN' ANCHOR O W =0 Q PANB_ NAILING NAILING CAPACITY NAILING ASS'.J_590' BOLT 7WE (COMMON( (PLF) OR LTP4'a SPACING FOUNC)A71 ON PLAN ROOF FRAYING PLAN U ��� APPROVE A F —'APA b db 8 d'e 'a a /6"0 x 12" FOR PERMIT IS ) C r •6'OL..2'O.G. •6.O.G, 6 16'O.G. 4p•OI. ``01 X 1�4" a 1 r-Orr SALE OFFICE GE SCOTT FAZEKAS&AS .rote APA b 4" 8 12' 'a• /b21 N 12 SALE OFF I GE ( FOR E.I.<20 ONLY ) gc�e t v4• - Ir-�° rated 4 OG.12 G.G. B9D .I2 DG. .4.O.G. S"0 C.G. �, FRo)Ecr Nur^IeER: bO139 I These plane have bean review a 7c *dL D dL 'a• /b•O x 12' applicable codes and .,din; and S'O.G.12'OA. '� .S'O.G. b 10'OG. 12.O.G. m)ED DATE 06105104 her granted to issue a b I5/52'APA -PP roval by all applicable City agt structural I bS'O.G IZ'aO.G. bOo •5'0.0. �(UXDJ a oa�• PLOT�� 09�0"I/04 Th. issuance or granting to M•0 x 12• DRAWNSY: .I7. approval of these Plans shetSPSYa ym df 10 d'a led'.a •b'Of_ �Q OL• REV610N BY: PP or aP Prove anY viol Salaatl to 0.2'O.0.12'O.G. b'10 •2'O.G. N.NO) aX ails I to or ordinance. No Pe ions of ch ate authority to violate or cancel SHEET NO.: codes shall be valid. (')PROVIDE S'NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDSE5 WITH NAIL5 STA66ERED. U5E ASS 0 6'O.G.ON SIMP50N 5TRONG WALL 4 HARDY PANEL(U."i S- 1 I o 0 rn 1.ROUND GALVANIZED SHT.MR.DUCT THRU B.MOLDED WHITE PLASTIC GRILLE FURNISHED AIR DISTRIBUTION DEVICE SCHEDULE MECHANICAL LEGEND HVAC GENERAL NOTES ROOF,SEE MECHANICAL PLAN FOR SIZE. WITH EXHAUST FAN. (n 2.ROUND GALVANIZED SHT.MTL.90 ELBOW. 9.GRILLE BUTTON FURNISHED WITH FAN. uJ H MANUFATURER APPLICATION BLOW NECK DESCRIPTION SYMBOL 3.2x WOOD FRAMING OR BLOCKING. 10.CEILING MOUNTED EXHAUST FAN. MK. NO. MSD/ REMARKS 1. SCOPE: FURNISH AND INSTALL COMPLETE AND OPERATING AIR 4.#7x1/2'SHEET METAL SCREWS MIN.4'O.C., 11.1/0x 1-1/2'LAG SCREW INTO WOOD t MODEL NO. d TYPE PATTERN PBD SIZE SUPPLY AIR DUCT SECTION l8 CONDITIONING SYSTE15 INCLUDING BUT NOT LIMITED TO AIR TAPE WITH 2'HARDCAST TAPE. FRAMING OR BLOCKING. (n CS-1 SHOEMAKER#950 CEILING SURFACE ADJUSTABLE YES SEE SCHED BAR TYPE,ADJUSTABLE SINGLE DEFLECTION RETURN DUCT SECTION ME--- CONDITIONING UNITS,FORCED AIR UNITS,AIR HANDLERS, 5.INTEGRAL BACKDRAFT DAMPER 12.ADJUSTABLE MOUNTING FLANGE ON EACH N EXHAUST DUCT SECTIONem----� HAT PUMPS,ILA(COILS,DUCTS,DAMPERS,GRILLES,CONTROLS 6.GYPSUM BD.CEILING,SEE ARCH.DRAWINGS. SIDE,FURNISHED WITH EXHAUST FAN. o CS-2 SHOEMAKER#200 CEILING SURFACE 2-WAY YES SEE SCHED CURVED BLADE STAMPED FACE THERMOSTAT 0 - AND REFRIGERANT LINES ETC.,AS GENERALLY DELINEATED ON 7.SQUARE TO ROUND GALVANIZED SHEET 13.FAN EXHAUST DUCT OPENING H 0 O THE MECHANICAL DRAWINGS, C5-3 SHOEMAKER#200 CEILING SURFACE 3-WAY YES SEE SCHED CURVED BLADE STAMPED FACE PRIMARY CONDENSATE -PC- METAL TRANSITION. INTEGRAL BACKORAFT DAMPER NOT SHOWN), O O SECONDARY CONDENSATE -SC- 14.1/4'0 It 1-1/2"THRU BOLT WITH LOCK J CS-4 SHOEMAKER#200 CEILING SURFACE 4-WAY YES SEE SC14ED CURVED BLADE STAMPED FACE 2.CODES: ALL WORK MATERIAL AND EQUIPMENT SHALL BE A WASHER AND NUT(2)PER FLANGE(TYP). = m Q DUCT DROP Cj- FURNISHED AND INSTALLED IN COMPLIANCE WITH THE 15.METAL/WOOD FRAMING MEMBER,SEE ARCH. (,)L(") WS-I SHOEMAKER#q50 HIGH WALL ADJUSTABLE YES SEE SC14ED BAR TYPE,ADJUSTABLE SINGLE DEFLECTION DUCT RISER FOLLOWING CODES AS ADOPTED AND AMENDED BY THE 1 4 DRAWINGS FOR SIZE AND SPACING. LLI (V DIAMETER P INSPECTING AUTHORITY HAVING JURISDICTION.NOTHING IN WS-2 SHOEMAKER#050 SIDE WALL 2-WAY YES SEE SCHED FIXED STAMPED BLADE FACE THESE PLANS 15 TO BE CONSTRUED TO PERMIT THE LC) SHEET METAL S.M. 10 LJ M W5-3 SHOEMAKER#350 LOW WALL/TR KICK 2-WAY YES SEE SCHED FIXED STAMPED BLADE FACE GALVANIZED GALv. CONFORMING OF WOE".,MATERIAL OR EQUIPMENT NOT (�1 �J FS-I SHOEMAKER#350 FLOOR SURFACE 2-WAY YES SEE SCHED FIXED STAMPED BLADE FACE MANUAL DAMPER e� CONFORMING TO THESE OR OTHER CODES APPLICABLE 70 THE 5 10 14 12 14 or PROJECT: 2 J W In CR-I SHOEMAKER#g20FG CEILING RETURN --- NO SEE SCHED AIRFOIL BLADE,PROVIDE V THK FILTER A FM UBC 4 20DI ALIFORNIA AMENDMENTS(2001 C7 CALIFORNIA BUILDING CODE-PART 2,TITLE 24,CCR) 15 �� Z WR-I SHOEMAKER#g20FG WALL RETURN --- NO SEE 5CWED AIRFOIL BLADE,PROVIDE V THK FILTER M C5-1(HIGH CLG.) B. I4g4 NEC AND 2001 CALIFORNIA AMENDMENTS(2001 ° CS-1 ALIFORNIA ELECTRICAL CODE-PART 3,TITLE 24,CCR 15 /c O a n NOTES: I5T LETTER-LOG C-CEILING d� L9-2(2-WAY) C. 2000 UMC AND 20 CALIFORNIA AMENDMENTS(2001 CMG, 13 `v 00 O CALIFORNIA MEDIANICAL CODE-PART 4,TITLE 24,CCR) ---'------------- -- -----i-- --'-- -r 3 N r- I. THE g2OFG SERIES FILTER GRILL 15 A HIGH QUALITY GRILLE WITH AIRFOIL BLADES.IF A STAMPED FACE RETURN 15 USED IN LIEU OF ABOVE SPECIFIED ITEM,THE W-WALL D. 2000 UPC AND 20DI CALIFORNIA AMENDMENTS(2001 a O O r+D CONTRACTOR SHALL PROVIDE A LARGER SIZE AND/OR LARGER NUMBER OF GRILLES.REFER TO SPECIFIC MANUFACTURER'S DATA FOR SIZING F-FLOOR c-A- CS-3(3-WAY) CALIFORNIA PLUMBING CODE-PART 5,TITLE 24,CCR) -J 2. THE THROW PATTERN SHALL MATCH THE PLANS.ALTERNATE SIZES OR MANUFACTURERS MAY BE UTILIZED.THE CONTRACTOR SHALL BASE THE ALTERNATE �. E. 2000 UFC AND 2001 CALIFORNIA AMENDMENTS(2001 - WOOD METAL 5ELECTION5 UPON A MAXIMUM PRESSURE DROP OF 0.04 P DEVICE t A MAXIMUM FACE VELOCITY OF 500 FET PER MINUTE.THE INSTALLING CONTRACTOR SHALL 214D LETTER-SERVICE -SUPPLY <- Cs-4 4-WAY CALIFORNIA FIRE CODE-PART q,TITLE 24,CCR) 6 7 8 9 3 17 BE RESPONSIBLE FOR VERIFICATION OF 5U5TITUTED DEVICES'MANUFACTURER'S CRITERIA. -RETUR .. ( ) F. 2oQ EDITION w TITLE 24,TITLE 24 CALIFORNIA CODE OF SECTION A-A 3. ACCEPTABLE ALTERNATE MANUFATURER'S SHALL BE JIJ,AIRMATE,HART d COOLEY,LIMA,TRU-AIR. E-EXHAUST ® WORKMANSHIP,REGULATIONS.ALL A .� 3.WORKMANSHIP ALL WORKMANSHIP SHALL BE DONE T A NEAT Cm EXHAUST FAN CEILING M O U N T I N G ® WS-I(NIGH WALL) WORKMANLIKE MANNER ACCORDING TO THE BEST TRADE NUMBER 5-SEE BCH PRACTICES BY THOSE SKILLED IN THAT PARTICULAR TRADE. MHO � [FOR TYPE ® W9-2(LOW WALL) SQUARE OR CENTERED ETC.,TOCPROVIDE A NEAT A SHALL BE NDLEVEL, AIR DEVICE NECK SCHEDULE (TOE KICK) PLEASING APPEARANCE.ALL EQUIPMENT SHALL INSTALLED IN E-®y FS-I(FLOOR) STRICT COMPLIANCE WITH THE PARTICULAR MANUFACTURER'S RECOMMENDATIONS. NECK/CAN SIZE 300 CFM•CUBIC FEET PER MINUTE (CEILING) 4.AvmLABE PowER: THE AIR caNDnaN1NG coNiRAC7aR SHALL 1.CLOF ELBOW RADIUS MINIMUM SYMBOL DUCT SIZE CFM RANGE SYMBOL � CR-1 ) 150%OF DUCT DIAMETER. RECTA SQUARE F-P-- CONFIRM ALL SYSTEM VOLTAGES BEFORE BIDDING OR 4'0 0- 35 8"x4' N/A NECK/CAN SIZE 12'x 12"•NECK 51ZE ORDERING EQUIPMENT AND ALLOW FOR BUCK 4 BOOTS 2.SUPPORT W/(4)1-1/2 x 24 GA DUCT 51ZE CFM RANGE la WR-I (WALL) TRANSFORMERS IF REQUIRED. I SHEET METAL STRAPS. SECURE 510 36-W 8"x4" N/A RECT. SQUARE (HIGH OR LOW) 14 STROPS TO PLENUM&STRUCTURE 610 61 - 100 10"x4" N/A 4' 0- 35 12 x 2 N/A 5.AIR BALANCE:THE AIR DISTRIBUTION SYSTEM SHALL BE 7 B ABOVE. CS-I 710 101 - 150 14"x4' N/A W5-3 510 36-60 10"x4" N/A BALANCED TO DELIVER THE SPECIFIED AIR QUANTITIES AS 3.(BRANCH SIZE+2 X 8"m 151 - 210 12"xb" /A 6°0 N - 100 14°x4" N/A EXHAUST FAN(CEILING) NOTED ON THE PLATING,FaLowlNc THE PROCEDURES OF THE 2 ,•,` ` ." (NECK SIZE+21 q"m 211- 280 Ib"zb' N/A 7'P IQ - 150 12"xb" N/A LATEST EDITION OF THE ACCA MANUAL'J'4 MANUAL'D' PROCEDURAL STANDARDS FOR TESTING,BALANCING 4 1�----- - 4.CUSHIONHUD 80%WITH MINIMUM IO"P 251 - 3B0 I6'x8" N/A B"47 151- 210 14'xb' N/A ADJUSTING ENVIRONMENTAL AIR SYSTEMS.THE CONTRACTOR 3 I 1'ACOUSTIC LINING. SHALL PROVIDE ACCE551BLE 4 ADJUSTABLE VOLUME DAMPERS 1 I 5.OPPOSED BLADE DAMPER. NECK/CAN SIZE NECK/CAN 51ZE MATERIAL SPECIFICATIONS AND MAINTAIN NT NOT)01 REQUIRED TO BALANCE THE EXCEED SYSTEMS 0-- 6.2x WOOD BLOCKING OR NAILER. DUCT SIZE CFM RANGE DUCT SIZE LFM RANGE AND MAINTAIN A NOSE CRITERIA LEVEL NOT TO EXCEED 25-30. 1 I 7.METAL SLEEVE OR SPIN-IN CTRINC. RECT. SQUARE RECT. SQUARE I i I B.INSULATED FLEXIBLE AIR DUCT, 6.EXISTING INFORMATION: LOCATION,SIZE,MATERIAL ETC.,OF I *----------SD I CS-2 4"0 - 35 ION b"xb" 510 0- 35 12,x N/A S SEE MECHANICAL PUN FOR SIZE. CS-3 5"® 36-60 IO"xb" B"x8" FS-I 5"P 36-60 10'x4' N/A I. ALL MATERIALS SHALL HAVE A MINIMUM PERFORMANCE EXISTING D TO B5,STRUCTURES,COMPONENTS,PIPING,ETC., -- ---- 9.TRANSITION(AS REQUIRED). TEMPERATURE RATING PER UL-IBI(DUCTS), UL-t81(CLOUSURE S DEEMED TO 8E RELABLE BUT 5 NOT GUARANTEED.THE 6'MIN CS-4 b'm bl - 100 14"%6" 10"x10" 6"P bl - 100 14'x4' N/A CONTRACTOR SHALL FIELD VERIFY ALL DATA BEFORE PROCEEDING ��������� 9 10.AIR CONTROL GRID SET AT 90' 7"0 101 - 150 14'x8' 12N12" 7'0 IQ- 150 12NO N/A SYSTEMS FOR RIGID FIBERGLASS DUCTS)UL-I818(CLOSURE WITH ANY WORK.No EXTRA COST SHALL BE ALLOWED FOR TO AIR STREAM OR PLANE OF SUBMITTAL SET M.W. 10-II-04 8" 151 - 10 16'10" 14"z14" 8'P 151- 210 14"x6' N/A SYSTEMS FOR FLEXIBLE DUCTS)AND/OR UL-1618M(MASTIC); CONDITIONS NOT AS SHOWN. 6 ;0 ELBOW. (WHERE APPLICABLE) BUTYL BACKED TAPE MAY ALSO BE USED TO SEAL 11.REGISTER SCREW,SECURE PER Ra`"• DESCRIPTION DATE DUCT, DUCTBOARD AND METAL DUCTS. 7.ACCURACY: PLANS ARE DIAGRAMMATIC.THE P051TIOWLOCATION DIFFUSER MNFG.REQUIREMENTS. No. DUCT SIZE CFM RANGE NE DUCT SIZE CFM RANGE NECK/CAN SIZE 4 MIN.NECK/CAN SIZE OF EQUIPMENT,REGISTERS,GRILLES,DUCTS ETC.,SHOWN ON SURFACE 12.TYPICAL REC./SQUARE NECK 12 13 RECT. 5IX1ARE RECT. SQUARE PUNS AREAPPROXIMATE A AND MAY BE SHOWN AS IS FOR CAN ON GRILLE OR REGISTER. SHEET TITLE: 2. CLOTH BACKED, RUBBER ADHESIVE TAPES(TYPICAL DOLT TAPE) CLARITY PURPOSES.ACTUAL LOCATIONS FOR EQUIPMENT SHALL it 13.FINISHED CEILING,SEE ARCH. MECHANICAL LEGENDS, 4'0 0- 35 6"x4" N/A N/A 0- 360 14"x8" ION10" SHALL NOT BE USED EVEN IF UL-181 RATED. TAKE INTO CONSIDERATION ACCESSIBILITY,SERVICE 5"0 3(-(.0 8N4' N/A N/A 3(1 - 480 N/A 12"02" REUIREMENTS,LOCATION OF TRUSSES AND JOISTS,ETC.THE NOTES: DRAWINGS. 00 61 - too ION4" N/A CR-1 N/A 451 - 620 WA 14"04" 3. ALL MATERIALS SHALL HAVE A MAXIMUM FLAME SPREAD RATING CONTRACTOR 5NALL CONFIRM ALL DIMENSIONS,LOCATIONS d 1.WHERE FULL 150%j RADIUS IS NOT POSSIBLE,THE CUSHIONHTAD 15 REO'O. 13.PANDUIT STRAP OR DETAILS 8 SCHEDULES WS-I HOSE CLAMP. 7" 101 - I50 I4"x4" N/A WA 6 - 760 N/A I6"xl6" OF NO MORE THAN 25 AND A MAXIMUM SMOKE DEVELOPED CLEARANCES QU AC LINTS,FURNACES,AIR HANDLERS, 2.VERIFY CEILING TYPE,MOAMDE APPRORUTE DENSER FRAME&INSTALLATION.WR-I EQUIPMENT,FANS,WALLS,PARTITIONS,BEAM, PROJECT, CANYON HILLS 6"P 151 - 210 12"x6' N/A N/A 761 - 1000 "I " RIB"XIB" RATING 0f W. TRUSSES ETC.,AGAINST ARCHITECTURAL 4 STRUCTURAL DESIGN DIFFUSER GRILLE INSTALLATION PA21A SALES OFFICE q"m 211- 280 16"x6" N/A N/A 1001 - 1240 25'xlb 20"x20" PLANS FOR LOCATION,CONSISTENCY 4 ACCURACY PRIOR TO 101m 2BI - 3W I0x6' N/A N/A 1241 - 1470 24'X20' 25"X20 36'x14 4. ALL FACTORY FABRICATED DUCT SYSTEMS SHALL INCLUDE COMMENCING ANY WORK.IF ACTUAL DUCT FIELD LOCATIONS N/A 1471- 1750 36"x16" 30"x20' 24"z24" UL-181 L15TED DUCTS WITH APPROVED CLOSURE SYSTEMS VARY TO SIGNIFICANTLY AFFECT FINAL AIR FLOW,IT Is THE LAKE EL R A NECK/CAN SIZE N/A 1751 - 2I50 30"X24 20 x40 20 x50' INCLUDING BUT NOT LIMITED TO COLLARS, CONNECTIONS t RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO CONTACT DUCT SIZE CFM RANGE SPLICES. COWL PRIOR To INSTALLATION. RECT. SQUARE NOTE:ALTERNATE NECK SINES MAT BE USED,REFER TO MANUFACTURERS DATA 4'O 0- 35 6'z4' N/A FOR MAXIMUU PRESSURE DROP 4 VELOCITIES AS NOTED IN SCHEDULE. S. COO WITH OTHER TRADES= 610 36-60 12'x4' WA IF DE51GN CFM EXCEEDS NUMBER SHAH,USE NEXT LARGER SIZE. 5. ALL PRESSURE SENSITIVE t HEAT ACTIVATED TAPES USED IN THEESESE P PLALAN NS WERE CLOSELY COORDINATED WITH AVAILABLE OL 1"NS-2 THE MANUFACTURE OF RIGID FIBERGLASS DLKTS SHALL BE STRUCTURAL 4 ARCHITECTURAL PLANS PROVIDED TO CONS AT Op 61 - 1 "xb" WA r ABOVE NEOK/A MS N SIZES ARE MINIM .IF DUCT SIZE EQUALS CAN UL-IBIA LISTED. THE TIME THE DESIGN WAS PERFORMED.SUBSEQUENT J 9 7"0 ICI - 150 12'x8" WA SIZE USE NEXT LARGER SIZE,IE...Ir#DUCT USE 14x14'NECK. CHANGES TO THE PROVIDED SPECIFICATIONS OR DRAWINGS MAY 0 8110 151 -210 14'x8" N/A LARGER THAN REQUIRED RETURNS ARE ALWAYS ACCEPTABLE. 6. ALL PRESSURE SENSITIVE TAPES AND MASTICS USED IN THE ADVERSELY AFFECT THE FEATURES OF THE MECHANICAL DESIGN.-]BIB TAPE ® m n MANUFACTURE OF FLEXIBLE DUCTS SHALL BE UL EVERY REASONABLE ATTEMPT WAS BEEN MADE TO BE gg�� p g ) CONSISTENT WITH THE BUILDING STRUCTURAL DESIGNS AND 3Ky Z p m� OR UL-181BM(MASTIC)LISTED. PLANS AND TO FOREWARN THE BUILDERVOWNER OF POTENTIAL O N p STRUCTURAL CONFLICTS OR CONSTRAINTS OR MODIFICATIONS •x?� 07 7. FACTORY MADE DUCT FOR FOR FIELD-FABRICATED DUCT REWIRED.IT S THE OWNER/BUILDERS RESPONSIBILITY TO UIL H" •�p EXHAUST FAN SCHEDULE SYSTEMS SHALL BE UL-181 LISTED. PROVIDE FIELD COORDINATION OF THESE PLANS WITH FRAMING, - U RAN WALLS,ROOFS,ETC.,AND OTHER TRADES PRIOR,TO MANUFACTURER CFM P CFM P ELECTRICAL CORSTRucT WATTS AMPS VOLT PH ION.CONTACT THE ARCHITECT AND/OR THE d MODEL NUMBER 0.1 SP OARS SP p per,o o MK.NO. SONES OP WT. REMARKS 8. SEALANTS SHALL BE UL-181BM LISTED, NON-TOXIC AND WATER MECHANICAL ENGINEER IF CONFLICTS ARISE MAKING RESISTANT. MODIFICATION NECESSARY.SPECIAL CARE MUST BE TAKEN EF-1 GROAN SBOUE 7q 62 0.7 2A 0.3 120 II 10.0 WHEN LAYING OUT FLOOR JOSTSJTRUSSES OR ROOF t EF-2 BROAN W 04 84 3.0 50 0.5 120 H 10.5 q. SEALANTS FOR INTERIOR APPLICATIONS SHALL PASS THE ASTM JO575/TRu55E9 AS NOT TO IMPEDE THE UPPER OR LOWER M c LL $ EF-3 BROAN SHOUE 110 98 1.4 37 0.3 120 10 10.0 OPENING d ANY VERTICAL DUCT CHASE to 0 0 TESTS C-731(EXTRUDABILITY AFTER AGING)4 D-2202(SLUMP EF-4 BROAN 5150 151 143 3.0 83 1.0 120 10 10.5 N b cc) BROAN L200 210 1% 2.3 127 1.1 120 Im 23.0 TEST ON VERTICAL SURFACES). 4.ENERGY FEATURES: ALL CALCULATIONS AND SPECIFIED Z o,oA D EQUIPMENT OR DEVICES ARE CONSISTENT WITH THE ENERGY 0 EF-6 BROAN SBOFLUE 7q 62 0.7 24 0.8 120 It 12.0 26 WATT FLUORESCENT LIGHT 10. SEALANTS AND MESHES SHALL BE RATED FOR EXTERIOR USE. CRITERIA 4 FEATURES PROVIDED To CON50L AT TIME OF DESIGN. FHA n EF-7 GROAN 5110FLUE 112 IQ 1 1.5 37 0.8 IZO 10 12.0 26 WATT FLUORESCENT LIGHT ANY SUBSEQUENT CHANGES TO THE SUPPLIED CRITERIA MAY ' o EF-B GROAN SIIOFLUE 112 IQ 1.5 37 O.B 120 10 12.0 26 WATT FLUORESCENT LIGHT It. SEALANTS FOR EXTERIOR APPLICATIONS SHALL PASS ASTM AFFECT FEATURES OF THE DESIGN INCLUDING BUT NOT LIMITED TO - O J a TESTS L-731,G-732 ARTIFICIAL WEATHER TESTING), AND EQUIPMENT SIZES,DUCT 5¢ES t LOCATIONS,QUTLET/INLET - oN ALL BATHROOMS WITH TUB, SHOWER,TUB/SHOWER COMBO,OR WATER CLOSET AND LAUNDRY ROOMS SHALL BE PROVIDED WITH A MECHANICAL ( ) DEVICE SIZES 4 LOCATIONS ETC. } VENTILATION SYSTEM(EXHAUST FAN, DUCT WORK, 4 TERMINATION DEVICE)THAT PROVIDES AT LEAST FIVE AIR CHANGES PER HOUR REGARDLESS OF D-202• ANY OPERABLE WINDOWS, WITH MINIMUM AIRFLOW OF 50 CFM. O.EQUIPMENT 5UBSTITUTONS, EQUIPMENT SUBSTITUTION MUST 12. ALL TAPE USED FOR FLEXIBLE DUCT CONNECTIONS SHALL BE ACCURATELY DEMONSTRATE EQUIVALENCE or UNIT CAPACITIES, w UL-I818 LISTED OR BE ALUMINUM-BACKED BUTYL ADHESIVE AIRFLOW PERFORMANCE BASED UPON DETAILED DESIGN CONDITIONS, Z .$ THE ABOVE EXHAUST FAN CRITERIA 15 BASED UPON AVAILABLE DATA.SUBSTITUTION OF EXHAUST FAN BY OTHER MANUFACTURES SUCH AS GROAN, INCLUDING BUT NOT LIMITED TO SEERS,EER'S,HSPF'S,COP'S, w o PANASONIC,AIR KING AND MARLEY SHALL MEET OR EXCEED SPECIFIED CFM'5 t STATIC PRESSURE CRITERIA. TAPE(15 MIL MINIMUM THICKNESS) AFUE'S,SENSIBLE APACITIES a DESIGN CONDITIONS,AIRFLOWS AT DESIGN STATIC PRESSURES,HEATING OUTPUT CAPACITIES,COL 13. TAPE USED FOR DUCTBOARD SHALL BE UL-IBIA L15TED AND 50 STATIC PRE55ME DROSS,EQUIVALENT LENGTH OF FITTINGS ETC. INDICATED WITH A UL-181A MARKING OR BE ALUMINUM BACKED ALL EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH a BUTYL ADHESIVE TAPE(15 MIL MIN.THICK) MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. STAMP V II. INDUCTED PLENUMS-PROHIBITED: ALL S CAVDPACES 14. DRAWBANDS SHALL MUS ALL BE EITHER STAINLESS STEEL WORM DRIVE INTENDED TO CONVEY SUPPLY,RETURN OR EXHAUST RQf�(O 'b,•` HOSE CLAMPS OR W RESISTANT NYLON DUCT TIES.ALL AIR SHALL BE PROVIDED WITH APPROVED TYPE DUCT BOARD, Q,.•••••.,; g' DRAWBAND5 SHALL HAVE A MINIMUM TENSILE STRENGTH SWEET METAL DUCT,FLEXIBLE DUCT OR OTHER APPROVED omfortWiseeM RATING OF 1S0 Ube 4 A MINWMUM PERFORMANCE TEMPERATURE MATERIAL FOR THAT SPECIFIC PURPOSE.PLYWOOD,GYPSUM W RUGS L';'7G, RATING OF 165 DEGREES FAHREN14EIT(CONTINUOUS PER BOARD,LS. XE DIN FRATALMING LNG MESTUDS,ETC.ARE RAT1 APPROVED �i: K: ":y a MATERIALS.BOXED-IN FRAMING MENDERS,'PLATFORM RETURNS', �..I 8852 t+L•-'' UL-IBIA TYPE TEST).ALL DRAWBAND SHALL BE TIGHTENED PANNED JO5T5 AND STUD BAYS AND OTHER NON-DUCTED OG; � AS RECOMMENDED BY THE MANUFACTURER WITH AN BUILDING CAVITIES ARE PROHIBITED.i _30-06 •Ez. 6 P ADJUSTABLE TENSIONING TOOL. THIS MECHANICAL DESIGN 15 BASED ON LOADS WNICN ASSUME 12.DUCT CHASES,SOFFITSSOFFITS DROPPED CEILINGS: MECHANICAL..-*P 6 'COMFORTWISE' ENERGY FEATURES, THE INSTALLATION OF ALL THESOMMECHAN;CAL PF�OR MADE A°EAR ON T HAT APPEAR ON Provtda parma•lali alactAcal { .�..l srglfOF CALTF�\ outlet aW lighting Fixture I 11VAC SYSTEMS UNDER THE COMFORTWISE PROGRAM ARE ARCHITECTURAL OR STRUCTURAL PLANS.CHASES,SOFFITS,AND controlled by a"Itch of Type a.wx MECHANICAL NOTES O�PE`RC�1O5�L BE CONSTRUCTED 50 AS NOT TO OTHERWISE OBSTRUCT E DUCTWORK.A PINCH, or naor FAU.(2001 CMG SECT.ROB) SUBJECT TO RANDOM INSPECTION AND TESTING, INCLUDING BUT GENERAL RULE OF THUMB 5 TO RAVE AN INSIDE CLEAR CHASE e0 14' a NOT LIMITED TO CONSISTENCY WITH PLANS, APPROVED DIMENSICM EQUAL TO THAT OF 7WE DUCT DIAMETER PLUS 2 INCHES Provide continuous 24'Ib1de . DRAriN BY: M.W. g I. THERMOSTATS SHALL BE HONEYWELL MODEL#TBII2 OR EQUAL. (INCLUDING INSULATION THCKNE55 IN CALCULATION).INSURE MATERIALS, FLOW TESTS AND DUCT LEAKAGE TESTS,SPECIAL (min)Foor l Fran ACCESS attic access THERMOSTATS TO BE APPROVED, LISTED,NIGHT SETBACK TYPE. THAT FLEXIBLE DUCTS TO MAINTAIN A MINIMUM RADIUS TURN DU ( 1 to serviu Plotrorm, APPROVED DESIGNED BY: J.S.N. INSTALLATION PROTOCOLS APPLY TO THIS DESIGN,CONTACT ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH OR PROVIDE SHEET METAL ELBOWS AS REQUIRED. PROJECT BUILDER OR CONSOI.FOR DETAILS. MANUFACTURER'S INSTRUCTIONS. 13.PIPE INSULATION: f,111ljllU n„A FOR PEPNIT ISSUANCE 2.ALL SHEET METAL GAMS LOCATED IN WALLS SHALL DE SEALED THE SUCTION REFRIGERANT ONE FROM THE 1NOTXUR COL TO THE SCOTT FAZEKAS&ASSOCIATES,INC APPROVED BY: R.K. AND/OR CONSTRUCTED TO PREVENT NOISES GAUGED BY THERMAL. OUTDOOR UNIT(AC OR HEAT PUMP)SHALL BE INSULATED WITH A Rarer to 2001 CMC Sect.q08 For mcCss old service space code 'Ja M,A T EXPANSION MINIMUM R-3 INSULATION. rewir-ents Th DATE _ DATE: 10-II-04 I 14.EVIRONMENTAL AIR DUCTS: T';ese glens ha a be n e l U aUhe o c ' g ALL EVIRONMENTAL AIR DOTS(EXHAUST FAN DUCTS,CLOTHES I'slab el by,II oPto a,l.oty ob, s.A no PILE NO: DRYER MOISTURE EXHAUST DUCTS,DOMESTIC KITCHEN RANGE v Ora Lod : a b y p,rt•t p,r HOOD DUCTS)SHALL BE CONSTRUCTED OF GALAVNIZED STEEL SHEET No. SHEET METAL DUCT WITH SMOOTH INTERIOR SURFACES.ALL DUCTS Issue e o y j�f U f t h v APPPLICABLEHALL BE�AB E 6--2.UNDER NO CIRCUSTANCES WTRUCTED PER UMC(CA ILL FLEXIBLE REGOMMENDHD CLEARANCE FOR HORIZONTAL ATTIC FAU 5. '°' oa he ; +t�l SDUCTWEET (ALUMINUM,DUCTS NL E OTHERWISE)BE ALLOWED IN LIEU OF re " O SHEET METAL DUCTS NOTED ABOVE. I •e or r3 ;••r .c•T { e G E 3 I I KEY NOTE5 0 `M I. ADD CHASE 2. ENLARGE CHASE F- 3. DROP CEILING AS NECESSARY Z 4. FIELD VERIFY CONDENSER E N N LOCATION O 5. ALL SWEET METAL CANS O j 0) LOCATED IN WALLS 514ALL J BE SEALED AND/OR = m Q CONSTRUCTED TO PREVENT („)U/') N015E CAUSE BY THERMAL A\ w (V EXPANSION LE N M 6. VERIFY PRI./SEC.COND.DRAIN N J LINE WITH BUILDER i 4 7. DUCT UP TO ROOF CAP all Z I-t C 6. DUCT TO WALL CAP �� d 1 OQ/�� _ 9. DUCT TO ABOVE �V 00 N O 10. DUCT TO BELOW a O O NT �Jv . DUCT UP FROM BELOW TO WEATHER CA ! L ® r y r y ® 1 2. DRYER DUCT UP TO ROOF CAP 13. DRYER DUCT TO WALL CAP _ 8"0 RECEPT. AREA = 14 PNPHRU ROOF 15. DUCT TO ROOF CAP FROM OFFICE I RANGE HOOD 16. DUCT TO WALL CAP FROM y RANGE WOOD 8"m - 17. DUCT UNDER FLOOR 18. DIRECT VENT TWRU WALL 14'6 DISPLAY TO WALL CAP 12"0 12'0 19. TYPE'B'VENT UP TO ABOVE J 6 F CI 20. TYPE'B'VENT UP t DOWN OUTDOOR CONDENSING UNIT SCHEDULE . NO. MOM. MANUFACTU \,RER DESCRIPTION MBH ELEC.REQUIREMENTS SEER OP.WT. — _--- --T- 1 ` — — 14'6 TONS t MODEL tt TOLL BENS. MCA VOLT PH MOCP CBS. a _CU-1 1 5 1 BRYANT 0561CJ-060 I OUTDOOR CONDENSING UNIT 1 57 423 37.4 20UM 1 60 1 10.0 1 240 ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. COOLING MOW BASED ON 95 DEG.F OADB t 67 DEG.F EWB.PROVIDE W CONCRETE HOUSEKEEPING PAD —.°_ SUBMITTAL SET M.W. 10-II-04 ° ENTRY A A•,l; PLATFORM> / ` Q6 I I _ OLSCRIPTION DATE Bill TITLE, COOLING COIL SCHEDULE L ® �T ------�-------- — - s= ---�- SALES OFFICE j MK NO NOM MANUFACTURER DESCRIPTION CFM AIR COOLING CO.MEW OP.wT. REMARKS / I 1216 F I �� MECHANICAL FLOOR PLAN TONS t MODEL P AIR TOTAL SENSIBLE LBS. EA. -�=- — I NlO.lGT, - =.—_-J--__— —4 CANYON HILLS CC-1 5 BRYANT 11CK3BA060 CASED HORIZ. DX COOLING COIL 2115 0.28 57.0 42.3 64 NOTES: EMBOSSED CASE, CONDENSATE DRAIN PAN, PRIMARY t SECONDARY CONDENSATE CONNECTIONS, REFRIGERANT CONNECTIONS, �/ ` I, I 7"m J \\ PA2IA SALES OFFICE CA SENSIBLE COOLING CAPACITIES BASED UPON 80' F EDB, 65• EWB t 45'LEAVING SATURATED TEMPERATURE 8"� \ \ I ® �! 1 �\ SINORE t+,l I LAKE EL OFFICE 2 �y i C I OFFIC 4 I B"m I c m a Nt INDOOR FURNACE SCHEDULE MK.N0. NOM. MANUFACTURER DESCRIPTION NOM. EXT. HTG.MI3H ELECTRICAL AFUE OP.WT. I / \ 12"6 TONS t MODEL A CFM S.P. IN OUT TYPE LOAD VOLT PH MCCP % CBS. EA 10`0I J F-I 5 BRYANT#3"V%6110 HORIZ.GAS FURNACE 2115 0.60 105 85 N.P. 3/4 115 I 20 Of 160 I _ // �� a I O � N ALL FURNACES SHALL BE SIDE OR BOTTOM INLET PER PLANS, NOISE REDUCTION SYSTEM,INNER BLOWER DOOR, _-_ ' 4 HOT SURFACE INGNITION,DRAFT SAFEGUARD,20 YEAR NEAT EXCHANGER WARRANTY,LOW-MED-HIGH FAN SWITCH. � — An p ® I 9111 1 � ffi6 �OFF(CE 3 � R r -T F s '1 R T C.ir•1 \� F to n i \ P O J � 0 / 5TORAi- \ 8"0 W /R A STAW, 8952 ; *;Exp. 6-30-06;* — NICAL MECHA ; SALES OFFICE FLOOR HVAC at SCALF,VA' P-o• . d DRAYN 6Y, M.W. APPROVED OW6110 my, J.S.N. FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC A,TROVLO DY, R.K. BY DATE DATE, 10-11-04 IL These plans have been reviewed for adherence to the applicable codes and ordinance. Authorization is he granted to issue a bull0ing permit pending PILL NO, approval by all applicable city agencles. The Issuance or granting of a permit based on &ILLY No. approval of these plane shall not be construed to permit or approve anv violation of the eppiicable cedes or ordnance.o No permit presumed to give autncrity to violate or cancel the provlslone of such r 1 codas she11 be valid. i