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Home My WebLink About TR 24383_ 01-00000125. 01-00000126. 01-00000127 i SHEET INDEX NO. SHEET TITLE ,/ T-1 TITLE SHEET 6-1 AI5DREV1ATIaNS I SDI DANIELIANASSOCIATES &-2 FIRE PROTECTI & ON 6-5 ENERA.L NOTES s 4 @lERAL NOTES 6ETIE ARCHITECTURE & PLANNING 6-6 TITLE 4-5 24 NOTES i� 6 SIXTY CORPORATE PARK i IRVIW CALIFORNIA 42606 A-1.1 PLAN I FOUNDATION PROFILE (41 474-6030 AftZ FIRST FLOOR PLAN FAX: (944J 474-1422 A-19- SECOND FLOOR PLµA-I.4 FIRST FLOOR VnIPLAN NIWYV.DANIELIAN.COM A-IBSECOND FLOOR UTILITY PLAN A-'& SECTIONS/ROOF PLAN A-1.T EMERIOR ELEVATIONS'A' Cd DANZ'AN A55OCIATE5 ExPRE55Lr _ A'I.L EXTERIOR ELEVAnO 'A'A-.9 PARTIAL ROOF PLAN 8'/EXTERIOR ELEVATIONS 19 RESERVE5 ITS COHNON LAwA-I.10 PARTIAL ROOF PLAN'C'/EXTERIOR ELEVATIONS'C' COPYRIGHT AND OTHER PROPERTYL"LAI^ A-I.I I ROOF/EXTERIOR ELEVATION'C'Ft/STONE RIGHTS IN THESE BANS.T1a:5E r AN5 ARE NOT TO 9E RL�IDVXED LAKE " CHANGED CR COPIED IN ANY FOR4ELIS;MNORE G' ALFORRMA `````V,111F7''�IIQ A-Z PLAN 2 FOUNDATION PROFILE oR rt TO ✓MATSIED TO NOR ARE V � A A-2.Z FIRST FLOOR PLAN THEY ro nE A5516IEO N ANY%Ic`N A-2.5 SECOND FLOOR PLAN PARTY WITHOUT FIR5T OBTAINING CI A4.4 FIRST FLOOR UTILITY MN ng EnPRE55Ev Fs[ITrEN pERM1551oN A-2.5 SECOND FLOOR UTILITY PLAN AND WNSENT o-PANZ,,M A-2.6 SECTIONS/ROOF PLAN A:£:pOIAiES. ='Tip # 24583 �=a EXTERIOR��r�.A. A-2.9 PARTIAL ROOF PLAN 8'/EXTERIOR ELEVATIONS Tt' -- _ A-2.10 PARTIAL ROOF PLAN'C'/EXTERIOR ELEVATION5'C' A {��►/� fA�� 1}'''1}}T'''�� A-2.11 ROOF/EXTERIOR ELEVATION'C'Fl/STONE I•N67LE F `M I LY ✓ •ET/ TTC 1 E D A-9.1 PLAN 5 FOIRDATION PROFILE QROEE5510 A-5.2 FIRST FLOOR PLAN 4� F A-SS SECOND FLOOR PLAN ti E A-SA FIRST FLOOR UTILITY PLAN 1 _ A-5.5 SECOND FLOOR UTILITY PLAN A-S* SECTIONS/ROOF PLAN EXTERIOR ELEVATIONS'A' A-5.5 /� J EXTERIOR ELEVATIONS'A' A-5..1 PARTIAL ROOF PLAN S'/EXTERIOR ELEVATIONS 9' - - }�'"'�� •j/�� T�'�' }��)�}`�''�� }}''�''� fA� A-510 PARTIAL ROOF PLAN'C'/EXTERIOR ELEVATIONS'G' H O M L G O I \I O I \/ \T 1 O N A_51I ROOF,EXTERIOR ELEVATION'C'Y(/STONE G 8577 HAVEN AVENUE, SUITE 201 RANCHO CUCAMON&A, GA 41?30 -.'- .. (404) 484-84II NO. DATE REVISION CLIENT REOUEST r �`- 2 /50/01 P/C,CORRECTION t r 9 /50/0I P/C 2 GORREGTION INTERIOR 15"AT10W PLAN 1!2 `^ INTERIOR ELEVATONI PLAN 5 ARCHITECT: DAN f EL I AN ASSOCIATES � h2 DETAILS SIXTY CORPORATE PARK, IRVINE, GA 42606 o; DDETAILS ETAILS . .� D-4 DETA LS (444) 474-6030 FAX: (q44) 4-74-1422 PROJECT TITLE WEB SITE: www.danleltan.com E-MAIL: productlon®donteltan.com VELLA610 ,a TOTAL ARCHITECTURAL SHEETS 25 TOTAL 57RUCTURAL 5FIEET5 BY OTHERS I RACT# 24383 5 oLUMBIN6 ISOMETRICS PROJECT NO. 01002 CODE ANALYSIS CONSULTANTS -Lil TILE T2 TOTAL SHEETS _ OCCUPANCY TYPE R-5 / U-1 STRUCTURAL 06I NEER/ PLAN 1 i 2 APPROVED G.G.I. ASSOGiATES CONSTRUCTION TYPE V N 3831 BIRCH ST. TITLE AS REV ISED NEWPORT BEACH, GA 412660 CITY OF LAKE ELSINORE P UNIFORM BUILDING CODE 1447 EDITION TEL. (114Q) 756-1525 BUILDING DEPT. T i5 hU,v,eER ACCOhMPANY STRUCTURAL ENGINEER/ PLAN 3 AL INSPECTIONAL REQUESTS CALIFORNIA BUILDIN6 CODE 14Q8 EDITION ESI/FME 1500 E. 16 ST. UNIFORM MECHANICAL CODE 1447 EDITION SANTA ANA, GA Q2701 Y CONSULTANT APPROVED ORIGINAL DATE: FOR PERMIT ISSUANCE UNIFORM PLUMBING CODE 1447 EDITION HERITAGE ENERGY SCOTT rAZEKAS&ASSOCIATES,INC. ® APR 3 0 H01 a 15575 BARRANGA PKWY. # F101 RV DATE NATIONAL ELECTRICAL GORE 1446 EDITION IRVINE, GA g2618 These plans have been reviewed for adherenc to the applicable codes and ordinance. Authoriz on is TEL.(949) 18Q-7221 hereby granted to issue a building permit n Ing �- approval by all applicable City agencies. z The issuance or granting of a permit ba approval of these plans shall not be const led to Permit or approve any violation of the ap Icable cedes or ordlnanre. No ne,mit presumed give r+IlnritY In v,nla+n or cancel thv prove,—,_ r�;1ns shall hn v,i 0 PRINT DATE oSHEET NO. s T— ABBREVIATIONS: INTERIOR ELEVATIONS 5YMBOL5: = i t, ADV__ ABOVE &A.� 6At)6E R........_........._._ REPR16LRATOR of AD-....-- AREA DRAIN 6B.._.....___ ISRAD BAR RAD..................... RADIUS SOFFIT MAY OGGIIIR) DEATH NOTED I1� HOOD OR Df"NTH NOTED IF AV-1....__ ADJACENT 6D._.__ 6ARBA6E DISPOSAL RAO..................... RETURN AIR&RILL I OTHER THAN .L MGROWAVE OTHER THAN A16_.._. AIR CONDENSOR 600__-__ bARA6E DOOR OPENER RG RESILIENT CHANNEL I MIN. STANDARD TYP. MAY OGCUUW STANDARD TYP.--� ..___. 6H .�- OREEW50U5E I ALT ._. ALUMINUM RD........ ...... ROOF DRAIN TOP OF CABINET V PANEL / .� 4• 6R.._.._,-. 6RADENIZED IRON RE REVERSE CABINET R r �� r APPROX_...APPROXIMATE 6L BLK dLASS BLOCK RM .. ROOM ` F INSIDE .m DOO 6L _......- &LASS ............ ... APPRVD._.APPROVED ARCH.._._ ARGHITECTAZV_ RT'!D.... ........... ROUND 61T BD.._.._. 6YPSUH BOARD RO....................... RO.YM OPENINIS IIK�� -- DA.�.-_ BATH RZ....................... ROLLER SHADE SPLA / '•Q / F� I s�DDEE BALD._� BALCONY TOP OF GUTT "' fIXEd I PANEL BOARD M HALL SPACE— S/SEW................ SERVICE GAMTER BOARD PA I P \ - I I I - BED_- BEDROOM He._._�. H7�E BIBS SAT...................... SPRAYED AGGI)5TIGAL - " - w \ << DANIEUANASSVI/IAI GS BLD6._ BUILDING HC_--. HANDICAP(DISABLED) TEXTURE C -JC- 7 BLKO„••..._ BLOCKING NOR._.._- HEADER 9G SOLID GORE ARCHITECTURE 14 PLANNING DLW...__ DELOW HORIZ ._..... HORIZONTAL I/ \ BM._..__._ BEAM HIM... ..„.. HOUR SD....................... SMOKE DETECTOR �� _.. SIXTY CORPORATE PARK OCT..__ BOTTOM HT.„�._ MEI6HT %....................... SEMI-6L055 TOE SPACE OV 9H........_......... SINGLE H�TaS B e r----. pASEMENT SHT...................... SHEET t IRVINE CALIFORNIA 42606 DMi....__. BETYIEETI $HMet................... SHOVER t� (949)474-6030 ' IN..„............ INCH .a SIM...................... SIMILAR A •�• T 4 NPo_.__._. 1/PORMAnoN �t db �� E� ® t u� FAX: (949)474-1422 cAe._ CABINET sKnr.................. SKYubHr r �JyF� INBJL..._........ INSULATFJINSLLAn ON '�` ( 9� D o o e ,.p�' �vPu� u� ce....___.. CUTTING BOARD INT................. INTERIOR 5L...,.................... SLOPIN WINDOW v 63 `� tY 0 4 rF dJ WWW.DANIELIAN.GOM GL..........__ CENTERLINE SL........................ %OPINb CEILING CLs....-....„ CEILING 5L DR.................. SLIDIN&DOOR FLOOR PLAN SYMBOLS: CLR....,,._.. CLEAR 90....................... 50VARE CONCRETE MASONRY UNIT J....._............ JUNCTION 80% ReSERK9 ITS C.01, N LAN DANIgIAN ASSOCIATES IiWRBSLY SPL.................... SPRIN&LINE CID.__-. CASED OPENING 50 FT SQUARE FEET '* REFER TO COPYRI6NT AND OTHM Frt0wVRrY F BA&ENERAL NOTES R16MTS IN THESE FLAN'&.THESE COL.CCINC..._.- COLUMN 50 IN................... SO1IARE INCH .4ylf FIXTURI! GONSTR.....GONf TTdKnON IGT__........- KITCHEN STD...............�...... STANDARD U -X �i (J X e\W\ D\� 9 I PAPER MAT., BANS ARE NOT TO EE PEPROP.ICED C-ONCRETECONS.W GONnNKVS LAY............... LAVATORY TD............_....... STANDOSTAINLESS STEEL CABINET y ~ r/TL.`�,V_ DW f Y 1 = Y� 'W/Y - GMANem OR GO.1®IN ANY FGRI KOT.....__.._ KNOCK DOMN TEXTURE V Y Y.. f - LINE OF UPPER- yl` LIN [TL OR HANl1e 1wATSpEyp[.NOR'V� GRIP..„__. CRIPPLE 9TOR................... STORAbE \ /R\ P _ HarjER THEY TO M16rED TO ANY THIRD G" _._ CASEMENT9TRI4T_............ STRUCTURAL Q (MAY BE PARTY NITgIT flRST OpTNNIHI L N ............_ LINEN POUNDS LINE OF BASE- I------ AG� ^' 4' I CT.........-. CERAMIC TILE LIN....._...._... LINEN `�' .•••..............•.. SURFACE FOUR GABIIET CABINETS DRYER MUST SHOYER Q SHOW15 THE EIPRES��D VRITTETI P(:.ao•IISSIdI CTR..._,._ CENTER SIDES I I SHELVES ABV HEAD TYP. IS' IS' N AND CONSENT OF DAMILIAN LIVING............ LNIN6 ROOM I BE VENTED TO TOWEL BAR LT.................. LIGHT $W..........'........... SOLID WOOD SOFFIT I I I MAY OCCUGIIV OUTSIDE IN l A• IATE6. (WITH LENGTH (MAY OGGUR) II WASHER SP ACCORDANCE WITH NOTED) LTWT GONG....LUMINOUIGHF CONCRETE GORE REQUIREMENTS IJJNI.............. LUMINOUS DRYER SNAG REFER TO-� D.__ DRYER TB...................„... TRASH BAR ,GENERAL NOTES FOR DBL..._...._ DOUBLE TG........................ TRASH COMPACTOR LUMINOUS _ DEPT.-_, DEPARTMENT TEMP.................... TEMPERED CEILING,SEE 4�+ ENCLOSURE INFORMATION. OF_.�._- DOU6LAS FIR MAS.............. MASONRY THC...................... THICK DETAIL +`----A Q�pfESS10 DUAL&LAZED '• ON......_.. DOWN MAX............. . MAXIIM� TOG...................... TOP IN. SIZE A9 NOTED 'SP FEE ZE DIM - DIMENSION ME ..._....... MECHANICAL 15ir THUG TON1511E AND FEE J HEIbH* D • B RELNE E O�O I ...,^ SPROVIDOff A�I� a M C. nm DM._..'_'- DOUBLE H1N6 MBA............. MASTER BATH TOW...................... TOP OF WALL WIDTH A Q REFr 1N. FLOOR O11AIN y M BED........... MASTER BEDROOM TYP.................... TYPICAL �J�/�/fie) SPOKE MEAD ASNOTEDv+ N L�S� AC'_ PANELS DO._._,._ DRYWALL OPENING MFR............... MANJFAGTLRER ' , KIT. A ELEV SHAT-ERPROOF 41' PER MANUFACTURER 9�TYPE OF WINDOW d5 ENCLOSURE ------ REQUIREMENTS. EOS MIN................ MINIMUM LI. (5L•SLIpINb G `'� ABOVE) TRIPLE 91NIC ry OF C OP__......... DEEP UBG..................... UNIFORM M15G...._........ MISCELLANEOUS __ ._.DR....____ DOOR fSUILDINb CODE �._� ._�9H.gIN6LE�N.& MTV............... MIOIUNTED UMG..................... UNIFORM TEMP MAY INTERIOR ELEVATION KEY PONY HALL ISELOA ORW6.--Vit"IN6 F&L•FIXED&LASS) ....-.. . . ..—WP WAINSCOT(AS 0 5..-•-- DOMNSPOUT MECHANICAL CODE OGGIUR PER CODE CUSMT.CASeMENT O 1. J 31'IOWER NOTED)MIN.T2' OVAL TiJB (MAY occuV M......._._. DETAIL NEC................ NATIONAL ELECTRIC CODE LND..................... UNLESS NOTED REOUIREMENT51 (AP SEAT,SLt6HTLY DW..-._- DISHWASHER NO................. NATURAL GRADE OTHERWISE DMR.._� DRAWER NO................. NUMBER IlPLT..................... UNIFORM WINDOW BAR SINK URINAL FLOOR TOMAR S PLUMBING CODE A FLAT CEILING OCCUR) N0. LATE rZEV15lON NTS............... N07 TO SCALE _IN. LINE OF CEILING BREAK _ EACH FEET HEIGHT FLAT� .EL.... ENTRY OA............... OVERALL O 9.-O-i CL......._-. ELEVATION IN. -tC 5LOPM CEILINISOBS.............. ON CIE RE WIDTT (TOPO&RAP/NGALLYI OG............... ON CENTER VERT.................... VERTICAL ._ C FEETJ 6'y, ELEG.._.._ ELECTRICAL OD................ OVERFLOW DRAIN VEST.,.................. VESTIBULE _-71C.._ STARTING HEI&HT _ �I ,I-,___.._ ELEVATION - E�CTEI THRESHOLD A OORS) 1 _PITCH MAY BE NOTED Y PEDESTAL. ON ................ OVERHEAv VOLVS....................... VOLUME HEIGHT NOTED SINK 51 NK J L� EO........_... EQUAL OL................ OlTLOOKER VS......................,. VINYL SHEET ETc...._._.... ET CETERA OPNG............ OPENIN& VTO...................... VENT TO OUTSIDE SWING DOOR VOLUME CL6 _ TILE FLDORIN6 VINYL SHEET FLOORINb ------- E➢6'M_._..._ELECTRICALLY WELDED OPP.............. OPPOSITE VTR...................... VENT THRU ROOF - WIRE MESH OFT............... OPTIONAL 606H(TE"^P) EXT EXTERIOR At....................... WITH ', L/T 1 I� ESS�RTWALK ' A SLIDING&LASS DOOR 62 OPENINb E--LODE REOV REMENTS -- OV........... OVEN WDW.............. WI OW �\ � L•' 7 --- '{E--LINE OFNr-LI I PROVIDE G PAU�,_ FORGIV AIR UNIT SHA PO. FLOOR DRAIN P PANTRY ... 56 6A9 ON_Y ;5A9 ONLY E-HNEARTH PF FINISH FLOOR P/PWpIR..... POMmER ROOM Y'W...... ........... WATER HEATER _ I OCCUR,size I MERIF DRV'IGS .... PROJECT TITLE F6.._-...._ FINISH&BADE PB I................ PUSH BUTTON WI....................�... WROUGHT'RON / AS NOTED) BY OTHERS F&L.._._,..„..FIXED bLA95 PH................. PACER HOLDER W/O..................... WITHA/T ,, / ��LLL FIXED PANEL ( < I — 6A5 ONLY 6MS ONLY `/�!�`� �_ ` ✓T LINE OF SKYLIGHT I rR� , r LLL�610 FIN..._...__ FINISH PL................. PLATE MP....................... WATER FROOF «cUUUCCCSSS / ,y FIX..._...._ FIXED PLYry........... PLYwzv rT....................... /IEI&Hr a .c SKYLIGHT IATTIG IRETi1RNl 1 ...... IN PIXT __FIXTURE PR 0 %�I FLASHI FLJR......._.FLOORS ErT PVC-.............. 'O YVINSYL cHLORDE DOUBLE SY'liN6C DOOR i—— (SIZE AS 815 BOXY 5s•Box Be•Box f 1 PNON__._ POIINOATION 2665 ATTIC ACCESS PAU AIR I --- TRACT# 24585 FOCI_..-..„ FACE OF CONCRETE L--J NOTED) 7r]� ON RAI L__..HEARTH POb..-..._ FADE OF 6ARA6E QT................ QUARRY TILE POCKET SLIDER r----1 STANDARD C.ORNEit MASONRY `- FAN......_..._FACE OF MASONRY I I ATTIC ACCESS 16'TYP�18" PO'5.__ FACE OP STUD < SO':S4' AT GARAGE FIREPLACE 506a I `` (SIZE AADDER FEED WATER O 002 �---C NOTED) __._ ._. __.. __ PROJECT NO. FR DR.._FRENCH DOOR �___.-_. L--—J ___._...._.__-.._ wIr_..._.__ FIRE RATED INS IRAMIN& BI-PASS DOOR ATTIC ACCESS AIR UNIT HEATER HEARTH_-.y HEARTH-3W _ SHEET TITLE IFOO Fr&�—_P Noon reBrE BI OLD D�� —= VF¢ Nrts %^Box C 56'BOX IVIRIR......_... PURIRINS ELF V ^_ I _ - ni BY OTHERS a 96'BOX J '. HEA.RTN�' -CP -POLE ^^��II��,M ,_ram-�P tjOlO DOUBLE POLE 2-HAY 5-WAY 4-MAY MISG. 5YMBOLs• ABBREVIATIONS DUCT FIREPLACE OVERALL FADE � B' &ABASE DOOR CHASE FLUE CHASE FIREPLACES S ZE AS NOTED) AND �-- OF BUILDING 'IL ANGLE NOTED) 1•� REFERENCESEC DN�eCR�FE`t["GE REFERENCE&RID DEN-ERLINE EI-EGTRIGAL/V I ILITI' SYMBOLS: �/�,��j A-Io D- (LETTERS HORIZONTAL- ..yy S I I-IDOLS - SECTION OF 5H�1UMICR � NUMBERS VERTICAL) • NMBER DUPLEX CONVENIENCE OU'�E' O FLOOR DUPLEX CONVENIENCE CUTLET 'IL MINI L16HT 0 RECESSED CEILIN6 FAN(EXHAUST L005E KEY SHEET mumom Amm DETAIL 15 DRAWN PROPERTY LINE, 5 REVISION NMBER M SINGLE POLE SWITCH TO OUTSIDE AIR) SECTION 15 ORAVW CENTERLINE BTv4N UNITS rY DUPLEX CONVENIENCE OUTLET!HIDDEN) O WALL WASHER OR EYEBALL RECIRG.�ATIN6 FAN CODE I FUEL BA9 :II AND/DR MATCHLINE THREE WAY SWITCH OR MINIM)M,FAN EXHAUST WP WATER-PROOF'DUPLEX CONVENIENCE OUTLET SWAIM RECESSED INCANDESCENT TO OUTSIDE AIR PREFEREO SECTION BUBBLE DETAIL REFERENCE DIl'< ION GL—INDICATES p5F! ^/&ROUND FAULT G!RGUIT INTERRUPTER FOUR WAY SWITCH L16HT FIXTURE T HOSE BIBB AREA REVISED BUBBLE REFERENCE FiRID �o DIMMER swlrcH (MIP•YEATHER PROOF) CM CEILING FAN IWINTEbRAL L16HT (GOLD WATER AT REFR16J ORIGINAL DATE; DUPLEX CONVENIENCE OUTLET(HALF HOT) -MML RECESSED STEP L16HT f��'� ROUND RECESSED INCANDESCENT Wg t DHOW WITH SHUT APPROVE JAN -FELT1 WIDTH DUPLEX-EX OUTLET LIG HT FIXTURE(VP.Y@ATHER PROOF) Q WALL SCONCE RAG RETURN AIR GRILLE(VERIFY W/ VALVE FOR PERMIT IS L^IALL S 1 I'ILJVLS' MASONRY OR CONCRETE WALL H. J (HALF HOT,HIDDEN) L�MEGH.DRAWINSS) SCOTT tAZEKAS&AS ICIATES,INC. �p }� WALL MOUNTED INCANDESCENT t HOSE BIBS WITH 0 FlA_L HE16HT 2N4 STUD WALL FEET PlFL ROUND RECESSED FLUORESCENT LIGHT FIXTURE- IRRIGATION TEE O IN HEI&IHT aSFI DUPLEX CONVENIENCE OUTLET^/&ROUND LIGHT FIXTURE (NIP-AMATHER PROOF) 0 DOOR CHIMES nV BRICK VENEER PULL HEIGHT 2X6 STUD WALL -_.__ __: FAULT GIRGUIT INTERRUPTER These plans have been rnvlew for adherggggce to the ( T, � DOt--DRYWALL OPENING Q IN code., and ordlna e. AuthoRzation is 8 ROUND RECESSED INFRARED TRACK LIH5MTN6 `QD SMOKE DETECTOR 0 here.. granted to issue a b THIN SET OR �- - 220 VOLT OUTLET(DISCONNECT 1°alH BULB HEATER JJ�� appIOVOI..alI egflllCa.lm CIIV a ncles. .%' LOW 6T NOTE BOARD WALL = - 51M1LATED STONE —Jl l `220 AT A/G LOCATION) O J-BOX � .» (HEIGHT NOTED,WOOD GAP DRYWALL OPENING YV/FLAT TOP ,1� ,1� ,� frl -HERMOSTAT VERIFY LOCATION The issuance or gra nllnp o a ermit based on MAY OGGIR,SEE FLAW INTERIOR SOUND WAy.L WITH R }^( SURFACE MOUNTED INCANDESCENT -t}-(}-t l-LIGHT DAR Y rV MECH.DRAWIN69) ��S�pIhesc Plnns shal •,.il Un r.n nstrur to MIN 9 IUD'BATT5 =220 220 VOLT CUTLET(HIDDEN) 1-1 LI6MT FIXTURE LL-.L ® "�yF'"rnvr! any .n1„ . RI�I T< 1F'T' rahl STUD WALL BELOW Nn ., A'}1 HEIGHT NOTED,SEE FLAW F SPRING PRJD� PENDANT INCANDESCENT L16HT FLUORESCENT TUBE 1-t PUSH BUTTON '.,' ',^'+�I n CRIPPLE WALL AT 50VCD SOFFIT j LINE NOTE. 1--1 FIXTURE ---�LIGHT FIXTURE Y ® ALAAy.T hA 1 •�I, -I �. ryry S t HANDRAIL ORD GUARDRAIL REAR OF SHELF TOP AT -6m lSPU THE REFERENCE Y.R.•INDICATES THAT THE COMPONENT SHOMN MAY PENETRATE FIRE RATED MATERIALS OF A FIRE ///�� !:t' ` / I T/1{. SPL AT T'Ha' (/� TELEPHONE LLI IT �IIC:II 'O (SEE STAIR DETAILS/ Q ^ALL TO BOTTOM -_ r ASSEMBLY ON WMICM IT 19 LOCATED.PENETRATIONS OF A FIRE ASSEMBLY MST MEET CODE REQUIREMENTS WITH RESPECT 5U6 PANEL.(VERIFY LOCATION OF INTERIOR SHELF �1 TO APPROVED MATERIALS,ALLOWABLE SIZE AND THE SEALING OF THE SPADE BET^EEN THE COMPONENT AND THE FIRE PADDLE FAN O My GENERAL CONTRACTOR) SHEET NO. WALL MOUNTED HANDRAIL NOTED �1 - RATED MATERIAL WHICH 15 BEIN&PENETRATED.THIS REFERENCE MAY APPLY TO ANY SYMBOL ABOVE.ALL FIELD GONOITON5 � TELEVIVOWCADLE m (SEE STAIR DETAILS) NHIGH MAY POSSIBLY BE ENCOUNTERED ARE NOT NECESSARILY DESCRIBED,FIELD CONDITIONS ENCOUNTERED^NIGH `Y L16NT-ILLUMINATED ADDRESS �-I INTERIOR 94E'LR DRYWALL OPENING W/BOWED TOP REOVIRE CLARIFICATIONS SHALL B EC E BROUGHT TO THE ARCHITECTS ATTENTION IN A TIMELY MANNER. ... r. E ti, FIRE PROTECTION: .. -::• .,. - . FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PAS511,16 TMOUSH - .. .. -- R SELF-CLOSING.TI6NT FITTING,SOLID W700 DOOR, THE WALL,FLOOR OR GEILR16 SEPARATING R-5 FROM U-1 OCCUPANCIES, R-3 (DWELLING) TO U-I (PRIVATE GARAGE) 15/e INCHES IN THIC404ESE,OR SELF-6AA51N6 PROVIDED SUCH DUCTS WITHIN THE U-1 OCCUPANCY ARE CONSTRUCTED TI6W FITTING DOOR HAVING A FIRE-PROTECTION OF NO.26 GALVANIZED SHEET 6AI16E STEEL(0.0I4 IN MIN)AND HAVE- _.. OCCUPANCY SEPARATION RATING OF NOT LESS THAN 20 MINUTE-$. No OPENINISS INTO THE U4 OCCUPANCY /r♦ DOOR UBG,SEC 5024 (Z MEGFiANIGAL PENETRATION uBG,$EG 502.4 NOTESH r1 L.7 ` , I VERIFY MINIMUM DOOR THICKNESS I HR COIL�TRUCTION I/MR CONSTRUCTION ' QGCUPANIGY SEPARATIONS SHALL BE VERTICAL l7R HORIZONTAL OR BOTH OR WHEN NECESSARY,OF SUCH OTTER FORM A9 MAY BE REQUIRED TO AFFORD w1TH LocAL SELLa1TY REau1REr-�NTs A COMPLETE SEPARATION BETWEEN THE VARIOUS OCCUPANCY DIVISIONS IN THE BUILDING. WHERE THE OCCUPANCY SEPARATION 15 HORIZONTAL, STRUCTURALMEMBERS SUPPORnN6 THE SEPARATION SHALL BE PROTECTED BY BWIVALENT FIRE-RESISTIVE CONSTRUCTION. NBC,SEC 1=2) S/a'TYPE 6P5UM WALLBOARD TIE INFORMATION SNOYM HERE 19 INTENDED TO ILLUSTRATE THE'6ETE'RAL'FIRERE PROTECTION RF1iUIREMENTS FOR R3 TO W OCCUPANCY SEPARATION APPLIED VEE RTICALLY OR HORIZONTALLY ) AND THE MINIMUM APPLIGABLE VEIL.REOUIREI-*T.REFER TO U.BL.CHAPTERS 5.5,6,T,6,4,25 AND 51 FOR DETAILED RE J UIREMENT'S. NAILED WITH 6d COOLER OR WALLBOARD NAILS AT T, Y WITH END JOINTS ') DANIELIANASSOCIAMS ALL FIELD CONDITIONS MIGH MAY POSSIBLY BE ENCOUNTERED ARE NOT NECESSARILY DESCRIBED.FIELD CONDITIONS ENCOUNTERED WON REQUIRE ON NAILING MEMBERS. CLARIFICATION SHALL BE BROIKhIT TO THE ARCHITECTS ATTENTION IN A TIMELY MANNER STA66L-R JOINTS EACH SIDE. ' ARCHITECTURE & PLANNING THE ARGMTEGT RECOMMENDS THAT ALL TRADES PERFORMING WORK AT FIRE PROTECTION AREAS BE FULLY KNOPLED6ABLE-OF THE GORE REOUIREMENTS MINIMUM 2x4 WOOD 5TI1D'AT (l FOR MATERIALS A INSTALLATION. FURTHER,INSTALLATIO FURTHER,IT 15 RECOMMENDED THAT THE 6EWRAL CONTRACTOR FIELD WALK THE ENTIRE LENGTH AND EXTENT 24'OL.MAXIMUM I SIXTY CORPORATE PARK OF THE FIRE PROTECTED AREAS WITH THE SUILDIN6 OFFICIAL DURING THE MODEL UNIT CONSTRUCTION TO INSURE THAT ALL MATERIALS,INSTALLATION, �) IRVINE,CALIFORNIA 92606 PENETRATIONS.COWNWTIONS,ETC.ARE COMPLETE AND IN ACCORDANCE WITH ALL GODS REOUIREMENTS. ALL'GENERAL'REQUIREMENTS SHOM SHALL MINERAL/61-ASS FIBS .I (44a)474-6030 BE VERIFIED WITH LOCAL ORDINANCES AND REQUIREMENTS,THE MORE STRINGENT SHALL PREVAIL. BATT INSULATION DYELLI �-I � FAX: (4441)474-1422 FOOTNOTES APPLICABLE TO DETAILS, T�TN,ESTION WWW.DANIELIAN.GOM I. REFER TO SPECIFIC FIRE A551 MPa IE5 FROM UDC.TABLE 9 FOR ALL ADDITIONAL FOOTNOTES,SPECIAL REQUIREMENTS AND PROPRIETARY MATERIALS. R NON-RATED J 1 O DANIELAN I C43M TES E�RL:aSLY - 2- REFER TO STRUCTURAL DRAWIN55 FOR ALL STRUCTURALLY INQUIRED SHEATHING THIGKNES°SES,MEMBER SIZING AND SPAGINI6 BEYOND THE FIRE FI415H MATERIAL RESERVES ITS GONPMON L/i/\ PROTECTION MINIMMF NOTED HERE,GONRJCTIN6 INFORMATION SHALL BE BROUSHT TO THE ARCHITECTS ATTENTION IN A TIMELY MANNER. QOPTRISHT AND OnER PROPERTY EXTERIOR USABLE AREA UNDER INTERIOR WALL uBc,TABLE T-B,IT-IS RI6MT5 N Tml!i PLAN%.TIESE /I HORIZONTAL PROJECTION OF ROOF GI I THIS ASSEMBLY HAS BEEN MODIFIED A$ALLOYED BY RAN9 ARE NOT TO BE R!ROOUC® \/R-r OR FLOOR ABOVE. STICK OR SEC.3024,LIMITING THE REQUIRED FIRE-PROTECTION Olt MAvex—TSOEVM MR Am! INTERIOR / \ EXTERIOR TRU59 FRAMING MATERIALS TO BE INSTALLED ON THE GARAGE 51DE ONLY. TNEY TOO BE ASVONED TO ANY THRD I MR CONSTRUCTION PARTY W IHOUT FIRST OSTAININ{ MITTEN PE r————— THE EJTI�SED PERMISSION p r+ WALLS BETWEEN GARAGE AND DWELLING _ I III V GONSENT OF DANIB_IAN MINIMUM'2x4 WOOD STUDS �I FROM AT 16'OL.MAXIMUM! —1 G HFOOFSHE N TO I II ��ROOF sHEATHINIb R-5 R-9 I __7 r/a'CEMENT FROM THE �pfESSlO,yk DYELLI G bA DYELLI III ARA MEASURED FROM THE FACE OF STUDS) �OQ 'RPn .1 ON THE EXTERIOR SURFACE.PIASTER MIX 0 MRC. Z 14 FOR SCRATCH COAT AND 1:5 FOR MELON BROY@N COAT,BY VOLUME,CEMENT TO SAND. o.CN829 -�. STORY PLAN VIEW SECTION VIEW OVER OVER METAL` TH OVER BUILDING PAPER ,.1FULL WALL PROTECTION 5/8"TYPE'X'&YP5UM WALLBOARD FOF CALF APPLIED VER�ICALLY OR HORIZONTALLY i EXTERIOR USABLE AREA UNDER HAILED WITH 6d COOLER OR WALLBOARD /I HORIZONTAL PROJECTION OF ROOF \/Er OR FLOOR ABOVE. NAILS AT T•OL.WITH END JOINTS STICK OR ON NAILINS MEMBERS. INTERIOR / \I EXTERIOR TR_155 FRAMINI6 STAGGER JOINTS EACH SIDE. 1 AT WALLS MICR EXTERIOR bA NO. DATE REVISION / U SUPPORT ANY FRAMINAS 'I 12 TO WHICH FIRE-RESISTIVE TABLE T-B,164S TEXT) MATERIAL 15 ATTACHED,OR �L=___ _-�_ EXTERIOR WAtL IT-19(TNT) f(Q<//J� ✓ 2)SUPPORT THE FLOOR OR r ROOF STRUCTURE OF THE 1 ----��--- HR FIRE-RESISTIVE CONSTRUCTION / 1ABV OCCUPANCY ABOVE 'p I E—+a-N jJ BEYOND WALLS WHICH SUPPORT OCCUPANCY SEPARATION - O ELLI I G 6I DYVELLI II 6;,R,,� ' WALLS WHICH SUPPORT THE STRUCTURE OF OCCUPANCY ABOVE A I STORY PLAN VIEW SECTION VIEW =RDJEcr TITLE PARTIAL WALL AND I I R FULL GEILIN6 PROTECTION SUPPORT POST LE55 T (NI EXTERIOR USABLE AREA UNDER AN axe OMINAU —1 Post axe(NOMINAL)MINIMUM -NONRA7D_SHFATHINIG R S Dom, VELLAGIO 'I HORIZONTAL PROJECTION OF ROOF ' \At OR FLOOR ABOVE. 5/8'TYPE'X'bYPSUM WALLBOARD 31. NO ADDITIONAL PROTECTION REQUIRED BATT IYLILATION � INTERIOR /\ I EXTERIOR LINE OF STICK OR APPLIED VERTICALLY OR HORIZONTALLY ' \ - -- if FLOOR ABV I TRUSS FRAMING NAILED WITH 6d COOLER OR WALLBOARD ———————————— NAILS AT"I'O.G.WITH END JOINTS �p AT WALLS WilGlf R-5 ON NAILING MEMBERS. — -. I�1GT� 24383 ---- /I' I)SUPPORT ANY FRAMING DWELLI STAbbER JOINTS EACH SIDE. r r 1 r 1 ( r j I TO WNIGM PIKE-RESISTIVE ' ��\ I U-I I U-I VA- 2) s ------� II D MATERIAL IS ATTACHED,oR L— bARA6 A 6A R 9TTTGT;�Oft TIC A� ABOVE BEYOND �$OLATED P05T UBC,TABLE'1-B.n-12J �SOLATW PMT UBG.SEC 60'Sb.2 U I PROJECT NO. OIOO2 I 6A EI I HR FIRE-RESISTIVE CONSTRUCTION HEAVY TIMBER RDYELL II/ U A �I F Aev DYELLI I A Hit FIRE-RESISTIVE 00145TRI/GTION OP71ON A FIRE RESISTANCE DESNSN MANUAL IATION FG 5S15 Sn E, -oILE Oj PARALLEL CHORD WOOD TRUSSES AT 24'OZ.MAXIMUM ISOLATED POST WHICH SUPPORTS OCCUPANCY SEPARATIOAC 2 STORY PLAN VIEW SECTION VIEW (E ISOLATED POST WHICH SUPPORTS THE STRUCTURE OF OCCUPANCY ABOVE O PERPENDICU AR TO TR 5S CHANNELSCONTINUOUS PURRIN6 SEAGURED WITH MAXIMUM. STRAND OF — I�I R Ib bA1kSE 6ALVINIZED STEEL WIRE AT 4a"O.G. FULL WALL AND PARTIAL GEILIN6 PROTECTION `NON-RATED SHEATHING O/2'THICK MIN) R-9 `NON-RATED SH -1,-� R-5 O 5/9'PROPRIETARY TYPE'X'&YPSUMSIA-PA WALLBOARD(BYATI THE RBACEI�OTEX SE FIRE EXTERIOR HORIZONTAL PRO AREA UNDER DYNELLI DYELLI VEI EE RAT APPLIED AT opt THE A61NGLE5 TO IFURRIN6 CHANNELSOR WITH \A—oR FLOOR ABOVE.ON OF ROOF WOOD FLOOR JOISTS OR I _ WOOD FLOOR"-----OR USSE _ I'TYPE S ORYWALL SGREYLS AT 12"OZ.AND 1 1/2"FROM ED6E5 PROTECTION INTERIOR /\ I EXTERIOR ROOF RAFTERS AT Imo= - — ROOF T.MAXIS M —— —_———————— AND END JOINTS LOCATED MIDWAY BETWEEN FURRING CHANNELS Ib"OL.MAXIMUM � D' 24"O.G.MAXIMUM —� AT WALL$WHICH BATT IN5ULATIOIy �4' ((� f BATT INSULATION I 11 R-3 / V—1 \----- 1)SUPPORT ANY FRAMING �. vl 1( ^r ^r 1^r ^r r 1_r ti 12 / TO WHICH FIRE-RE5ISTIVE ——'�— -- GAD O.REPORT NO.NER-200 -RU D 2)MSUPPORTLTHE IS AFLooR OR oR r- OPTION B AA LIMITED TED PARTNERSHIP JOIST N OCCUPANCY ROOF$TRUC, OF THE BASE LAYER 5/6'TYPE%'GYPSUM SEPARATION / OCCUPANCY ABOVE WALLBOARD APPLIED AT R16HT ANSLES OI TJI JO15T(TJI/556 IS OR 550) B II ``5/8"TYPE-'X'GYPSUM WALLBOARD NAILED TO 6 TO TRUSS AT 24'OZ.MAXINM'I WITH A 1 \ r7[>!J J015T WIT 5d COOLER OR WALL BOARD NAILS 1 1/4"TYPE 5'OR TYPE W'ORYWALL O L65 RG-1 CHANNEL AT 1W O.G. ORIGINAL DATE: Y I STICK OR AT 6"OL.END JOINTS OF WALL BOARD SCREWS 24'OZ. (N \\� R-S TRUSS FRAMING CENTERED ON JOISTS FACE LAYER 5/a'TYPE'X'6YP'�UM WALLBOARD © '�TYPE'G'FIRECODE GYPSUM WALLBOARD ® JAN,-`! 2001 r'--� yv]7 DYELLI OR VENEER BASE APPLIED AT R16HT AN61-M TO NOTE: I TRUSS THROUSH BASE LAYER WIT I'I/9' THE USE OF THIS PRODUCT SPECIFIC ASSEMBLY REQUIRES THAT THE L— _ TYPE S'Oft TYPE W'DRYWALL SCREWS AT I2'OL. GENERAL CONTRACTOR: / \\ LINE OF r-----�— -----\ AT JOINTS AND INTERMEDIATE TRUSS.FACE A. INSTALLS THE ASSEMBLY IN ITS ENTIRETY PROVED V R R LAYER JOINTS OFFSET 24"FROM BASE LAYER JOINTS, S. PROVIDES THE ARCHITECT,PRIOR TO INSTALLATION,EJIOew4OR PE MIT ISSUAWE -`O I / FLOOR ASV WALLBOARD THICKNESS HAS BEEN INCREASED FOR THIS ASSEMBLY TO BEYOND V2'TYPE'6'DRYWALL SCREWS PLACED 2'BACK OF A CURRENT FIRE TEST REPORT AS ACCEPTABLE TOST}EfT rAZEK &ASSTrq jmr I COMPLY WIT MINIMUM 1 MOUR RATING OF AS PER SEC.T-1,PART V. COMPONENTS / ON EITHER SIDE OF FACE LAYER END JOINTS AT 12'O.G. BUILDING OFFICIAL I I\ I OrB I_nNe // I \\ pYELLI �_ % FLOOR/GEILIN6-ROOF/GEILIN6 uBG,TABLE r G 15-1.4I� FI.00R/GEILIN6—ROOF/GEILIN6 USG,TABLE t-G 214.1 1� FLOOR/GEILIN6 8 e"plans have bee DIE FI F� F3 ^Pp'.i:.a Ne A.s and rdinance. AUlhorizaUon Is R TH15 ASSEMBLY HAS BEEN MODIFIED A9 ALLOWED DY THIS A55EMBLY HAS BEEN MODIFIED AS ALLOYED BY THIS ASSEMBLY HAS BEEN MODIFED AS ALLOYED BYI'oreby granted to iss rP Ildi,100 permit p¢ndin SEC.5024,LIMITING THE REOJIRED FIRE-PROTECTION SEC.502.4,LIMITING THE REQUIRED FIRE-PROTECTION SEC.5024,LIMITING THE REQUIRED FIRE.PROTECTIONO�P.�proval by all applicab City agencies. g O /1 �l MATERIALS TO BE INSTALLED ON THE GARAGE SIDE ONLY. MATERIALS TO BE INSTALLED ON THE 6ARA6E 51DE ONLY. MATERIALS TO BE INSTALLED ON THE 6ARA6E SIDE�1_nY.iss uance or Flv�- STORY PLAN YEW SECTION VIEW HR GONsrRUCTION IHR CON5TRI1CnoN 1HR coNsrRUCnNaN f Theseg1a ng of aPARTIAL WALL AND C CEILING SURI=AGE BETWEEN GARAGE AND DWELLING "°"' °r asp'^"¢a nT ° ef S ," FULL GEILIN6 PROTECTION 0 4n GENERAL NOTES SECTION IA-6ENERAL RECAIARBP- N fGONTJ SECTION 4A-MA04NRY SEGTTON bA-III CARPENTRY(GONfJ I q q-1 10. Btrnlcttral Observation.OAre,/Gileft shall be oaf ponaRNo to fulfill ohs roal."fnents of Section rTO2 1. G. &*a" and 5t1b11odr. lCC W the U.B.C.b employ has designated Engineer b make sib vNlt.b observe general GorrpilaKe nIM A Pumroh and"tall dl moseMy perk Gerrpb6e,heludhg msaerYg veneer,glass mpapYy,Lreyt, () Exposed Fsve>end RakM:Ix6 T.6 Deekt�ct or,V2'thick.APA rood are approved structural d piano an ahare r N ib g orders. The"I eall snit a stotene in nt rsiting to mortal epans ilon joints ad nimary rsloPor.Ing,ec. ro tod structural pan �el.,A exterlm,spot ra Ing:24 um -le detailed tno OHrNN'e representative,special Yropecta,-intr«tar and Building Official at"blot the sib D, Refer to Landscape aril LNII Engineering drawl/rqqss far the contkyatbn of reltaMHq-11.(yard ath-ise. SECTIORS IA - GENERAL REa11REMCif4 vtells hove been made aci Wenb/ying ary reported defkieno ee Hh1ch,to else best oI be engineer's rolls)bet N an mats beyond nhat to inal4ated. All 9-ado cordtio s ft-mdhg units are to be (2)1 a-at InteM>Plows. 61w end roll. M-Ade'added face•nhers 2A - EARTHWORK koonledg.,have not been Nsolved verifeld WIth Civil Engh..r"yarin9s Landscape d'Yu+inge cod Ile Id eondltloni DlecrepanLea resilient non-toWle flooring eeeu-s. Try 6energl Contractor shall verily 1 ' 3A - GONGRETE h elevations given are to be brought to the atentI-of fire Ar hRect prior to z eWLtian. extent and-nipgtNNuty d.4,?1 r-P-.bxWre and!material.1.all ..�6.. . 4A - MASONRY NI. Related DOLu.risnit.. Top of Foot"given are approxknot.. applied floor finish". 5A - METAL RA Cenral requirements of tin.d-,-,t shall b.hate A-I.-1-tlWt.a Architect's Stallard G. Provide Y,itoble owfaco,cunt strlps etc.,ot rota*=w 1.nine woterprool merMxones as to (5)9ublloa at Myterproof Floors: 3/4•thick APA-Rated.A-C exterior,T46, 5B - STRUCTURAL STEEL Document No.201 Mcludi 11 eippiemertay general conditions. t-applied w rec-or led by na[erpr'al rtneebare maufatur; span noting 52/16 mMMMn a one specified by waterproof s Pao. 55 - STRICT CARPENTRY B. Soil.Repot: Refer to eFe current prellmlrq q Soils Report as provides ate Owner/Glbnt la all D. All relMacee conbnvws foottnga and nolN.haR be cia-I bly tied I rgnss and htereectbN marufat-r Hold deck edge level filth ON m�aent stab treado and feolher wll reGammendatlana. Refer b tno fInol wile repot provided by Owner/GTNrM la/Mal per.tmdard moewry corroWGElan pratices a pair Strvcturgl�ngMeeri roqurements as dl Hop.Inter o.tbns.long flow IMee aver broad areas to avoid abrupt flow 65 - FIN15H CARPENTRY recommsnaatla". requested bg the benerai Contractor. break.In s irfoco. 66 - CABINETS G. Energy Carnation- Refer to the current ane,gy earpllme.report as pr-laed by O-ICII-t G 5e.LNII Englnsring manhg.for design OF a corplots ch -9.siptsm,hdepenesM loon other (4)PotN.NM and shq.lders:II Week APA-Rated,A-G a dairlor grade;.bp/ 6D - MOLDED MILl.Y10FtK nor con.Wctlon cc"-t.nos-say far cO"P lance. wainpge systems,to remove n 1-.note,Mom behind all retaln"retie,including.french train 1/4'per foot mh.,or w ehoin on waxing.. TA - ROOFING AND WATERPRTOFMG D. 9trvctuol bgMeerl 3: Refer to the alrrenc.tructural-1-1dione for book-lip atrifetral layout,Nape,clean-oub,and outlet Mormatlon. F. Metal GonMetisrs.All looming connectors MLludl�but not IlrMfwd t0 loaning el , •IB - SHEET METAL Mfarnxatbn$ee Item IA.10 ad II. F. P ovlae elastomerk mdM.o e hate proofhg d r/tgMNg ron l edvtb R pear details ard per and p y ooe el ps are approved by the «al 8ulleing Deportment. InotaNata e�11 IDANIELIANASSOCIATES 7G - RCULATON E. AGovstkal Report Refer to are current acoustical report 1-additlonal regvMemernt.,If any Section 70. be according W current mall«Wren specifications /.it metal connnnectora evbject to ARCHITECTURE & PLANNING F. The General Contractor shall obtain lull Irotkg-cGpb.of all related documents not INtsd Tram expoWre Nall be golvanlz.d.properly primed and pdnbd ar othwnle,prowtod TD - ELASTOMERIG MEMBRANE 0wn,/Gl1-t-,.-g to Properly execute.11 rrork. 2. Standards. All pork and mortairictle shall meet are latest edition performance atandmds of the ogovrot rwt,earoalon and deterioration, Fovld.rotated straps as op -.d bg the SKYLI6HT5 'M-o-4 Instituted Arn-lea'-MIA Wrat Engineer nMre protruding bolts earnot bon.Imply Goneealed by fhlM SIXTY CORPORATE PARK BA - FINISH MARDMIARE 20.T w opographic 6roc ,Llro a nd s d La The 6enorol Cantroatm shall compere the existingb el note"... IRVINE,CALIFORNIA e12606 be - DOORS Bode.to the grads.shown-the plan. Any diseIr.pancy In elevations referenced on the plane 5. Worbrlvehlp: 6. lo Wa lls,alls,Shall have 7 .G/32•shot pins at 46"O .;I....Rarneet per DG - WOOD WINDOWS hole be. icated to the Architect far review before Processing nith the work. The 6ereral A. Mosooriy shall comply WIN U.B.G.chapter 21. 1 c B.O.Report No. R 1694,wies,rated othernls.an strvchlrol plan. (94A)474-601 M DG - ALI/MI4kWNTL DOORS AND NDOW9 Cantrat- hall be respaotale F-the ocuracy of all Wllding IMe.ad levels. B. Mail v.-.,shall comply w1th UBC.Chapter 14. H. Sh.a Wall Materlol. Shall extend the full Ier:jth of Hall platy to pea,lde unNa-m G. York shall be plumb,Novel and tv.to 1'nis filth aGnetsterrt joint.. base f-finiM material.. FAX: (44q)474-1422 DD - GLASS AND 6LAZIN6 21. =k od Patch", All Subcontractor shall do ash own vetting,hitting,patching,etc.,to niako be D. Reinlmckg shall de ac y zwota pdud,and held In position top and bottom, t. NO finger jolrK mabrol to bon wed for extrio,tren w MPnFp mderdN.ass YVYVW.DANIELIAN.GOM LE - V'EATHERSTRIPPIN6 AND THRESHOLDSsev of parts come together properly and lit it to receive or be received ey work OF other trade W s. E. All ni-focre one d at ,thin set pavers,odhwed veneers,e M ver tc.,shall be atdted o a wlt d able, A All woo oxpo-d to neetbr shod bon ea,Cd as d.talled. All top surp to be pf - 6ARA&E DOOR HARDWARE structurally d,weatherp si te roof a etra per the maa in uft-'s struction beve. led-sloped tobte nob,-PP.no -PP. yes or-"for.u.. gA - STI)CCO 22.GNom-up: All trades sholl,at all tkn",keep the promisee free Iron ac-lation Of mats notarial. F. Expoaa d ex sount-,--tor joints soli be dlmenelog ly.-aletent and weather st-k. K_ Fasela and Ba9e Beads. Kiln trod,select cppearnce Qado,as detailed. All top rvbblah caused by the"work. SWCOntractors shall 1.-.11 rubb l tool.,scaffoldin ,surplus I. Provide wasps w required by highest quality of_orry'_t_tlan. wrfoeee to be[Devoted w eloped to Facilitate water rvoo(/.See mane"far.Iv. 4B - 6YP5UM WALLBOARD AND CEILING BOARD O DANIELIAN ASfiOGIA1E5 E%PRESSLv mpt.rlals antl leave the job In o b'oan-Glean condition. All flxtwoe,.qupnennt.glazing.P?.to.. L. 6Rerlor Horizontal M•dboord.ding factory primed/-pled nIN eml»seee a1G - RE5ILIEM FLOORING tQSLRnLs 1�GOfs 7N LAW .Moll has haft clean and reaey la O.euPaney upon Gompleaon of the P,ojeet. 4. MtoterbN: textir.Our IIdMg popes w rKommsnded by maTvlaturr. Point per Arahltecti ev - TILE A. M sonny-its:Mwufatu•Od ato-lWas l bIOLkMin sot'adhered veneer•pane/Full bric1,/514ne cot-KheWle. No�o .h.Wing Iw-11 wear.I"e than 16'long. All h-olt rd �RIII'�� RE - PAINTING AND FINISHING 29.Sad.M-1.and PWMGatbns: The pion refer W vateve Professional Trade Assoclatan manidie ve as sell-ted by lob Architect. Structural-ASTM,C-40,Oracle N. toe e017,shall be}ilorov�ly conked/sealed of all johh and peistrotion nith RIGHT'M nl9E Pt. L THESE IDA - BUILDER 5PECIALTES/FINISH SCHEDULE and pWllGotioe. The General C trot-ad.I1 SWeantractan shall be fomiliw-th and rarer to B. Victor: Clem,fresh:wltoble P-call PuJ_o PCB.caulking or Other.IgetOmerk non-h -denMg type cal c s reconvnended FLAIMJ A/e NOT TO Q RnF aclJGiy _ 15A - Fj4P,0IIkb the trOds pubticatn io In tre perfmmance W their portion of the Work. Trade-.1.are thereby G. P-Hand cement: ASTM C150,Type I. t4J maufatrr. OHANseD callcoP®IN ANv FOWL ISIB - SPRINKLERS referenced For each so,tlon of these has a l Note.. D a M side R D. Sand ASTM G144, .Cxtrlor►lynood. 9/D'thkk exterorr grade,reran texture ore . O MANCeR nMATSOEVBt ID.NOR A 15G - hEAi1N6 AMID AIR GOI�ITONM6 C. LI- Hy6-pted-ASTM C201,Ty. ap.5. N Ex[ertw Deckhg: Zx6 spaud d.<kMkqq,cedes,kiln triad.-NoGC pe-anae grad.. 24.Storage OP MatrWN, Te 61n-al C-Nroctdr and SlAxontratore ahall be re.pon.lbls f-et-i P. Caxront m-t-: One Pat em-t.3 part.maximum sand,1/4 pat mW*-to 1/2 part maximum O.Soil!d eaves ad Hoke.: See detolTe. EYIo-d wHit.te has flablaked per U.B.G.- TNEY To BE A5516NED TO ANY_aD 1&A - ELEGTRIGAL the material.on the alb act-ding to material Mppil_4 or maevfatirer'-t,-tl- The mots,ial. hydrated It-. All part.by volume. Type 5 w N m-t--for glace block-of required oy code Section 106, "Aar"haTK11R rli ST O15 lfll b stall be kept secure and Protected Tram molstwo.pest.,aria vandals Any less ankg out of ono-0-turr's regvlrem-t.. P. Bui"Paper. Per VD.G.-5-tion 1402 and In Garpllaico with U.B.L.Standard Tit E.-RGSf.ED Hal FEWSSSION nderlal..toed at the site aril)bon the .so-tail 1of the 6enera1 ContraC-m r bcmtra t- 0. 6-1 Ono pat cfarMnt to 3 part.sonar. Add note,to proavao caMNt"1-pow"nithci 14-i. t Hafer IS powd(60 minute)Paper min4nMn,at voetkol HaIN. P-ices 1 Np(,DENT aF 0-ICLIAN U.S.Mom"shall be referred to a* stared the clanged m lost mat-lals eepmatbn layer 90 polxd felt nor the first end courses Man grade Building pap., A55pLIA E5 H. RelnfwcMg steel: ASTM A615-40. halve black joht roinforGem-t Nwll has hot-dipped galvanized. "it cony co itt-dentIN-tion. P-d.2 Io,-Melding pop-,brad.D Owter'/Ghent throuILout these General Notes. 25. hfite.dtlo trol:n Gori All open"in the Wilding-tape_t Ins c tked,gosketed m weather I. Tie Wlre: A5TM A62,Ids gouge;black mneoied. mirlmmn,Over rood based MeaNing tp receive exterior ioth stripped in occmdance With moimtory energy raquirenents. .L Veneer ties, G-Schad gatvarized steel.Stwel-Tex or Owner/Ghent selected sWstlbte. G.FI V g d Oper, Per U.B.G.- cttdn 1402 ad M compliance with UBG. (1) in brick masonry with grout spa"2 kcMo-lager,2 part.Pao gravel may 3Wda•d 14-. Flashing mq[ericil.soled to floehirg Fh wlth mhlrtvm 2•top at SECTION IA--GENERAL RZWREI- bel added. Norizmtal joints,m n mHm 6'lop at vertical joints-sea details. FloMlog mat-late IC Vbterm-fing.Provde elostaMrk membrane HOLlrm-Flrg per Section 7D at retaining roll Malt be barrier coated reinforced od sholl provide fay(4)hair minknum protection 5EC.TION 2A-EARTHHORK conditions. Iron Hater penetration lhen coated In accordance filth A5TM 12-T7q or Other FPOf Si L H7leisriGllorR Wooponebintl". Rlferenu N made tWmgholft theca i5eira l Net..to ro.ponbllltI- opproved toot. Flashing moterlal shall corny cmtkvaue dents/kdlm, 9n. R 5.f-s.al .lost-1.r1lenMae: P.vide 1 Iap�/ul adhered self- crllK� ,W old standards of cos rl be fulfilled by shoes pravdIng.ervlue in the development and the OnI Ion 1. AAhs: edsto rs is--a-d all exterior surfaces Other than vertical. R-wlde r l URC 8 ham projeGL. OHlier/Glent ontli be responsible f-oand oche to a,ela onal ameMs by tiro owner, A. The General Contractor of P Mali cake all necessary tenures to rally protect ado.-e prapertl-. SECTION 5A 1'LL.1AL self-aealing elaatcm anon,oV behind all exposed noon trlm Over Wilding der, N.c 48Zy 1 91Ilder,DN.lopr,bernerOl Contractor,SubGantraGtaY and OLM,PrOFe.elOn01 Ga.wltant.not B. The n-k C-ents of furnlMirg OII Ip(}p,,egvlpm-t,mpCerbls and pert-mlrng all Op-O[IOe kit Wiled Per maulatrer'6 rowan nendetloe. Mlnlmm Hope d oubetrote Is T/4- reblnoo by the ArGhlCelt. necessary Ian all oathw-k1 per foot. See detolls and Section 7D. 1 G. A11 alto n-k graceMg.NGOvOLIng,�u�tlnq Illlkg compaction,ate.,.noll corfOrm to 1. Scope: FynIM all metal Mop".Wppmt.,agl",lxri.Plates.bolo and dtochmerKs w tiny rodte eJ, Overlap Fronkg: Overlap FrOmlrg moos d roofs shall.lion ior op-Mge In the root OP 2 BNldsri Set. Thai scope d bill set of plane N W provide a bullderY vet'of eonWc[Im doGi:rtMnt. rocammendatloro o1-Fire Sa1N Repot noted h 9ectlm tA. Any aevldim room those to gr:lW arose.,rolling.,etc..that are not a pat OF st-t-.1 steel m other na l fron;ng systems. sheathing betneen the moln attic add overlap area as allow.d by W aL-t,.t OF CALF and genm.1 rots.hsreMaFtsr referred tow'plan'. Thla wet of Place b w/Ikbnt b obtain a ,seommenoation N the-1.r.apa sk-ty of the General Contra[-. FvrnlM alT lding,snap prknMg aci octudo"taliaum as r.quirod b compbb nark. 1 to Provide Full ari venclia[lm. Wild permit;however,all matOrloN od methods of conduction-.-.my to aompleto the project T. ar.rot Fly dsecrbed. Th.plans delineate and describe m19 locdlorro,dimer:sions,types of 2. Ettravatbrs: 2. Asild.l Fall sholl be Tama amooth,all weld splatter removed- All n-k and motorlole oholl meet (U 5ee mw facere,i t-wcnings for mOterbN by o[nM1. moterdN ad generoi methods of weerbling or fast-Mg. They are not Intended to.peclfy panda Ian A. Excavations far each"Mall be Backe to tie nldth,length,ad depth required the latest edition pe,lormanco standards of the'American Wsiding Society,Inc.'-AW5. (2)Tows niGnu/atrer to provide attic'Weaee me rcquhed clemance Fm hartwntal produ.te or other methom d my.Peellk rnabrdl,prodfet or method. The Nnplemenbtlon of lone F,,IM with level bottoms F AL.. P loe =e Of o OHnis' IIOnVGontraC-Worovtyily knonl�dgeobls wIM the applicable Wild I. B. Excavations soli be kept free of standing naeer. S. Mate,keN: 5e.traw Mgs m slop aaMngs by oafish 1-a1zN,moterdl ad dt«Mnents.All hatbiare U. M•ds Ea ReMmcMrent,Provide solid backing at fvt- gab ban mounting point. old methods of-t-.tl-".ilk to this product type d Gas of eoroWetl-. G. Miens exeovotlo ai or.made to depth grader than Irdieoted,.ueh oddlt.-I depth acorn of subject to nsotheNmoNture exposer.smolt be hat dipped galvarl-Properly primed of I rIt.where disabled arose»N requlree. See dYwings. shall de fllletl filth concrete w Pacified/or/ooelrg.. and painted b prevent rwt a eo,roelon Owner/Ghent Moll provide o metal speelolNt to revlen V. Walling 5e/ledfbt Per U.BC.-Table 29-II-B for common or box nail.. If alternate 3. Alll[ing Pldkerivicl.The expo-d Naha is Nfed In to&-ob-tion of this pro ct hill deteriorate Iocotlaro of all----1 and niiscellaeon metal al I t to mother/noietwo expoev,e and shall noire are used,cOntratm shall aibmit I.G.80 oven test reports of stilled mall w as completed projxt ogee rnleee properly ad routinely mdMteI,=0-/ Rent Mall pr-i S. FIII and Backfln. op i,$N matorlale and/or treated with protective tooting w w to prevent rest-corroa m. °� eP- tp N0. DATE REVISION m Loueo Uy devel t o}q ehennlvo molntenmGe maygl nhkh shall be lush to each A. Fit motr:ole shall be free From dsbr N,ve table motto and otter foreignI,bata'Ices. tyre slag with altemote null epeelFkauoM f- Wctral Eglroeri revlen prior to hemeo.wer nhkh O 11 I..11 de I.crloo.rs lred periodic Inspection,malnWarice,gre air and B. BackflllM f-tre ic".Malt be c .tea W ci l .commended:n 5 ,Report 4. York Other: field we. aP4 y qu P hapec P fa a^P ty par y-.)i r<'I replacement d Wlld'Ing and surraAndirI ding - t* �bl att.ntbn I W given p entscoplrg, G. Backlill pipe ed In So shall be canpated m both fides of paps M Nx-inch la)en A. All Giock;ng to Ire Vo dtaHronsr shall be provided Mdr room coon co. y landscape Y'rigdion,• tralnago,Wl ding rota,run-on f control,mqj-structural LOmporont.IVe -as recanmended in 9011.Report. D. All elmtomerk membrane ono IIOMMg shall be cOnlInmed a)rrougfft iron antra[-prim b wsemblle.,aOITd a.eembIf-,npterproOf naikirg Mrfa-and oxpO.ed woos and-toi. Awgvd. D, All bode.still backPlll their a-t,-K--I.-oeMrnle,directed. I-Itauoo o/moor hale. TABLE�114H N'IILIN&SC+t-VVLE I'mm,shall bl allacot.0 tea aw.e resporroble 1m ouch maintenance I.Feu,.required-Mten-ce Is E. Tranche.for notsr and•ewer service from sidenalk to Moves.hall be Ovate,settled po f-d h a timely manor ano compacted after services are retailed as specified In Salle Report. S. Slnda Dr'on". Contractor ilhall Wbrnit Mop-awlngs of decorative Irm rook to Ower/011ent and P Provlde smite treabnant of soil prl-to pai of e-erete. Arc'toot fan revlen Par.-Panion.. iltn v1s 1 cI concept Prim to labrkatim. COMIEGTOIt t/Ai1LISIG 4. Cedes,All nark Moll earply nleh the m-t otrIngent requroment.d all eurr.M oppl'Ieable c'Ity.county � atats and Iedral lore,-I-,cads.,-alnarcale and re ,icitioe. If the&moral Contract-or my 4. /word 6rcd"and Drainage: I. ..let to sift-9"der,toena I 3-5d Subcontract-perform•any rank 1n conflict With the above m-timed Ian,rule..Code..-alnmc- A. See GgNII Engtne-Ing aawhga ma notes. �1 ��v�r1�A� /� try 2. IS,I�JMq W joNt.toerolI each rd i and regvlaLloe,then the contractor In vlolotlo,Mon boa.11 caste al,.pair arising out oP the B. FiniM 2 r .vrrovrdug unit.Mail de grades to dlroee M✓raco fin off onaj Tram SEG I ION 5B-STIWr.i I vrvy,.STEELIIf regWlred W obycttlral!E!ghe&- ry� 9. V x a'T25mm x 152-)svbflo-Or 1-.to.an joist 2-8�d an or nark. A partial list of the applicable codes we listed on Sheet T-l. founaai. nor o irl-distance Of S Past..lopsd at(2%).toned.a water 4. Wider than 1'x 6'(25 man x 152 man).uMto-to each joist lace nail 3-8c1 disposal wear or lxbdraln.y.ten approved by Una 6111 and Salle Engiroer. VerlFy S. 2'(51 mm)evb110-to jcl or girder,blind and fat nail 2-I6d (� 9. las i s , The genordl WIIdMg permit and plan check shall be secured and:paid f-by Owner/Client. requlr-arts filth final Soils Report Rne mare stringont anal m-1. I. SrAp.:Fw'nleh aril structural.tee1 ratios bolts.plate.,etua bolls,stain.IetAllgtlm templates,etc. b. Sole Plate b jo Nt a blakI g,typlcal fors ran Ibd W 16'6406 mm)oar. All other Its shall de-Corso and d For the 9ubcontratm dlrectl a .Ibis. G. See GN;I E Inoer raw .for des; I o Complete oral tom rdOoendent -."Own In etruet✓al dr-Irg.anal d.Wll.as required to Lonrl.t.Work. Sole late b let m blakl t braced wall I. 3-16tl Ids'(406 mrrU perm po aJ y r >pon J Mg kg g o �aqe aye P J° "g,a pono Per p from other d'o;nags"to-,to remove nl is .wooer from behind all re W-rg ?. Top plats to stun,end nail 2-16d ITV 6. Y1auHlaicl.The 6enerd Contract-and Subcontr«tor I Hork a ovdl Icoo walls.Inclval Wt not limped to:f,.-n malo I al clean-cut..and-list 2' Studs' 6. 5Wd to.ale lot. 4-6d,toenall-2-16d,and nail(very penlmm fig "g to "g t aPe' A. Fabrl-tim od ero.tim.hall L I ith tno lotest A.IS.G i/kdiom P PROJECT TITLE and/or matrble fan the work are rlquhetl to purcho.e ova maintain M face"AI Riek'Builder Information. Or'V y^ 7^c 4. Double stfda,face roll 16d d 24'(610 mm)OL. D. All balta for steel member.ohall cml-m to A.5.T.M.A-30'T miess otherwlae noted. ImuraiGs orlon b commenoement d one hank die/-IunnIMIng IpWr,services and mate,lale. E«h b. Double top plot..,sj olPit Ise nan 16e d 16'(406 mm)one. v 'All Risk' I1Ly Nail be M-amount Wffi.1-t b covr to re l«smart value of the nmk bet C. Vbdlrq Nw1l be by are slecVlG MielOeO ARG proses,alone by a crt'I/be Helder ppprpved by Double top plots,Ipp epllco 6-16d (� prformed and/or be lob-,orvk-and material.Doing�pIW by the 6eirefr ll C-tract-, the WITall�g depa'Ement N, Blocking betwe-lotots w rdtero to Lop plate.toenan 3-bd ELLAV O 5kt>c-tractors,Architect,and all professional Gons tort.. SECTION SA-WNORETE. REFER TO STRUCTURAL.DRAHIN65 BY D. Were fhiNi Ie actachsa b.Wctural.tool,provde I/2•laolt hair at a'-o•o.L.fan ateal,n.nt or t2. Rim jolt to top plots,benarl bid at 6•(152 mm)oz. ro;len m stvd bolts at 24'O.G.unless noted othrnlas. Sae mchit.ctiral waning.f-/Mnhen. is. Top plate.r top.'and inter.elCion.1 face non 2-I6al 1. halyanee: Over/GIIalt Man caws are 6erora1 contractor and every 5hcontrator performlrg OTHERS FOR CONGRET'E SPECIFICATIONS NOTES,DETAILS AND Aliecrepmcles M the llnishod.Wc tool steel dimeneiaR and the abluty to provide near-.-y 14, G-tin-MOdial two pieces 16d d 16'(406 man)oz.along each Ifog nark-prOvldlnig aorvlles and/-mOterlala fan the hank bpin-cha.e aha malnbin 6erorol Lidalllty noi is /or firl".shall has brought to tr.Architect:attention prl-to fabrication. l5. Uliing joists b Plate,toeroll 5- providing an an ocLUrcence na la,h an a'no-t not less than ae milli-eoiwai and shah Arne EMBEDMENTS TO BE USED V1x THIS PROJECT E. All field Welding shall Pave contnvow inspection. 16. LantkuWf header b stud.toenoll 4-had Orne,/61bnt and Architect as additional~ad.to old policy. IT. Leong jolete,Ices over Partitions,Pace roll 3-16d 9. MotrdN: Ids. Gelling late to paraltell rWtera,Pose-11 3-I6d A. 5Wctwat steel shall caModm to standard.psclllLatlan Pm stIictrcl steel Pm ter TRAGT� 24383 D. NUHed fredfca. The Architect make.-g-ort le fan prod at.Identified try trade name or FOR EXTERIOR FLAT MRK AND NON-STRUCTURAL CONCRETE 2 Rd25- aloha,osoc 9-ea nlorvfatver. and Wldings A.5 T.M.A-96. 20.I"(25.M brace b.oGh stucl aid plate,1«o nail 2-bd B. Hi-[erslle butt.,where Indicated on the plan or details,.hall be are Irktion hypo and bar.shall 21. I'x W(25-x 709mm)shedhlrg w I...to each looming,face ron 2-bd q. Scope rd. The Iene Contractor and a entrect[rs M rnroff all h all kib-,equpment,and material 1. bon-paint,IIII,I«quer m galvanizing batne-the contact sofa-. NI-tselle bolt.sholl 22.red.,than I•x W(25-x 203m2 o o thlrg to each bowing,lace man 3-bd p y qu by applicable Lamp Tool pr p conform t0 AS.T.M.A-325-A.5TM A--O Indicated on ono plains ad re-OnWI lnferceal a re hod the 1lcdato codes. B. vcor i lebn and rinloh aAnorete Work Iota,M, I.1 oar and auPace a moL1m 24.Wit w Girder atxt. 16d at 24'(610 III and G. Pip.eolVne Mon emfa-m to A.S.T.M.A-59-8 type E a S. 34.Bumf. Moore and beam 20d d 92'(619 man oz.d tap and under slab.,form nark,re1nFacing expw>'Im joint.,Bois a barkers,.eel aP 9 2 10. gilpi Ilan NO Wbstltuttee shall bon made wIthoA nrttten afhorizaibn Onror/Cllant. B. Rorer to final so 1. -t provided 0nner/Ghent/-all rocOmmendeclone recommendetlpN D. TV-calm,re Nall canfmm to A.ST.M.A-501 Or A-500 gad.B. bottom and a sd 20d 01002 b! 'A^! R*P Pr bl ed PROJECT NO. eWstituclon Naall be mod.knor.n b Owner/GIIeM and ArchlL.lt h oavanco b avoid any delay M the pertemlrg te.Ids preparpLlon,and corrw NO properties O1 the wll. All c-telned in Salle Report d onda a •ach spit.. project schedAo. The benorai Gmtract-aid 9ubcontrator Moll not make the strvctral t0 Cake 4. 5bp Orant": Sli I set b Onror/Glbnt,I-t to SWctral EgMer and I oat W 25 2•(5hWn) lank. 2-Ibd at o«h bowl prof am) precedence over details ant IM-motloe Irdliccil Ar.1tect f-review f-.-forts wlth the-.1 deal once t i-to Powlstion. P a Oubstkutlona-Changes without prior writt-mthorlwton from the savctlral ariginem and written G. Verilyy .tent and lad,-or all Nat work filth Landecape d'awin 9^e P Pr 26.V.ed st iolirol paeN and particleboard. _ notlecatron b tie ArchlW.t. D. The Genorol Contractor.hail wardlnate and v "F N--too n.lone,slope.male oral r flow'and wall".thing(b Framing): Ti Ti.E roc-a-with an traa.e prior W the plat-t oFyconc ato. 1/2'(l2.TmnU and I- 11. Gas R. Charges. Any oddltbn.delotlan,Or Rage h the scope d the nark di-lbed by the plan.1d11 be E. Refer te Landscape and GNII"Inal-Mg mawMaa fan the aonekvatt-of retaining Wane(if-G SECTION bA-ROU61"I GARPENTR'Ie1REF'ER TO STRiJGTiJRAL DRAWINC55 1gr32'-3/4'(15mm-I41 Ed'_6ds b) lee-change order only. Any approvat Morn are WIIOMg ofllcbl Pa a change In the nork Nall wan.)deWeen unit.b.yond what I.Indicates. Alf grade tonal.urro-cl units me to be 1/8'-1'(22mm-25-) 4 Nods ter the deopoebllity a the General Control-. verlrbd with C-11 Egloo-IN wawln9s.Landscape wanlnq�ad/leis conditom D1>crePm.be AND TRU55 DRAMN&S B`f OTHERS FOR L.UNBER AND&RADIN6 1 via•-1 1/4•e2la -9211 I toe m tea in elevation.g9el-me eon de 1-ghE to tna ott.Mlan of are Architect prior to coret-tiori. GanbinOtlan Mb)--uMerloyment(to franlna�f: s 12 I ill.th n, Th.6Onora1 Lantractor shall here that all lab-,mateirlols,equipment and troop-tdion F. in locdeq In proximity of the top of slope nvOt extend In depth such that the outer top SPEGIFIGATIOt�2 TO BE UE�ED ON THIS PRO,�GT 3/4'(I4rmr)and leas Nods Nall be W."died in W nark for cOmpieto oxeLVtton Of the project. The Architect"It not de sags or the footings N horizontally a di.t.-.Man one lace of are slope w specllistl M 5-1, T/b'-I'(22mm-25mm) lode reepo obis For are m.-and methods of construction. Repot,civil manMgo and U.BC.requirements,the more.-jent Mat prla-1. I I/b'-1 1/4' (20--52mm) too,-be 2T.Panel.dmq(tar Marh... • GENERAL b. to pia d or discrepancies Th.6eroral COnbr«br and all SWcoRrator..hall revlen the Full content of 3. Standards, All n-k aria materials Moll meet the latest edition performance stand-de of the FOR ALL NON-STRUGTIIRAL GARPENTRYt /2'((16 )or tees had• the alarm 1-dlperepanoi-od amiaslae prim b commencement of wank. My aiecrepmcie.m 'A��e, concrete InetlWte"-A,l, 5/B'(16 mm) T bon omleolore h the Pima shall has cm'munlcded W the Architect within a r.OeanObe time o/dl.cOvsry. 26.Fit-ac-d M..thlfg, e NOTES The benral Contractor and all Subs-tract-s Mall bef responsible f-my H ll not h c-Pa,,rmu 5. Yal"a"a ehp. 1' `xaF»' I/2'(12.1 noV Ne.11 a A. L out of rook rough V..di etc. HHh are Floe a In GOMIkt with any cods. A. Concrete shall be H all In all 4'pl,Ma on corron and inovna rsinrmcem.nt. -i "�' d. D. Fvrni and Metell all eGraMa.nails, tr ma.ua F-mvdslll.,elwtomrK asalanVcalk WIICI D. Concrete lid nork Mall slope I/4"Per loot mMmum b train or as Indicated on the waning. aPs' "9 Na.16 go 14. tRe of the Pror1", Petalled large state won"on V,Offsets and notes m'6'.hosts take aIlowlrg-puddling to a--, Ver.PV all stop.cordltim.nleh ail oppilcabe dlsaobd ace.eble Popea t- -a11IN elwtome,k mammono /I anIng Protection and all rrecea spry equipment. Genora 25/92'(20 mm) NO.11 IT'A■ precedence over geno,el-11 1e Ill ad note.-'A•Meets. Dime scions take route qulr-ents. Gontrator shun be rewoneible Ian-gvenclrg oM protectlon of rMatnorpr of,g motrbN from �I.�� scedence avr scaled meaeurem-Ls. Details ma s.e[Isrro m the Boni -e shown d aifk G. Vsrll locations o1 ron-d and depressed.lase Lp,see Ne other naterloro to Blob deterimdim-danags eavaed by other botlee.vanoalNm.hind,rain,V.V.ray.and heat,prior to No 16 S MITI - 14. ^9° ape yarm 9°. I« Icon and me Intended to snow 9-cit requhen ante throuCjnOut. Details noted'tWI-l'lnply all placemert. them belog c-.,ad. 24. Intern-panetMq T IS NUMBER ACCOMPANY Isle Corollto.l treated elmllaly,miles. -too oth.-sal. e-ehltectI.1 details and-me Mtarc d D. Provde tormlte w treatment of in prior to pouring of concrete. G. I-W 1 all int-1-and extrior.1 ding and owning trim,Neely ,bo-sing and all ti p 1/4,!6 4 mmT 4apv b f-V- Itwtrdo the vlwal dssig Ganoopt aId ono mMirrvn rKOme.nded-other protoccan fan specialti-. retail all raugr baking f-FInIM octahnnenu and InIM mOter101f. retell O olumhvm 3/b'(49 mmT tea I;-SPECTIONAL REQUESTS this im"lpct.Building cold. de regVlrem-t.,.trvcturgl.-We'll-, we wsOClOtbn-.1.and 4. Finish", -vinyl w11 and Ol-,-or vhyl adding do-.MLwslrng eaulking/eeolont. pWllcdTas and product manv/atvr'.-Itt-kMtrVctlone shot OI-be considered In-d-to A. As detailed by Landscape Architect, D. The 6enerol GOnt,at-shall determlno the location W full helght balloon Homed wills M I Cgnrnan-box .His may be wee if-pt where othsrwl-stated. canpleto the coetrVatlm of be debts,and In some cos"may sipersode the detalls. Each accordance With the highest etmaaral of LanstdvGtlan ono Tram fig pratlG-. 2 Not,.spored d 6 MLMs 052 man)m center Ot.ogee.12 Inch..(905 man)d"t-ollete Wpport. Gontracor an the job.halt bring all necessoy cfloxfss to one o[t-tlon 01 are Architect prim b S. Mate,bN• E. Install slwta+ydlc mean-one rater-00ling per deb11a and Per Sedan TD. .xcept 6 inches(152 mm)at at otpp-te Hhero spins are 46 loch-(12111 mm)-mere. F-moiling ORIGINAL DATE: GOnstruG[Ian. All Poeebie fNold Landluone which mmCcyy has-co-to od me not nocees-till Wsarlbod, A. Genets. ASTM G150,Ty»I(ve,IN H1th Sots Rep-U. See Section t4043.1 oM d woos sbviceval panels and pmciclebowd aliaprcwjrm ad Me-hat..rein W Seaton 23153 ��A IN fsna r.♦ Field conditions.rcountred which degvin.clorifkatlm shall be brought to are ottentlm of one Table Iq-8-3 of the U.B.G.far rolls cmtaining sulphate con o,trotm o-cedlrg 2' 6ro"Stadmds: and 2315.4, Nam for..It hoothing Boy be common,box, PROVED ® Pt/t 4/UIJ!t A. From lumber: Each lets of lumber Moll boa ode Bak d e hate V Architect in.tMNtly moaner. O 1% Verlhj HIth 5.11.",-or poi-b Ids to implemertdb.. P appr Pr 3 COmTOn or'doPo,,od•ham' FOR P B. WOOd athl Pone ls: III teem are mw4 OF American PI N.OLIOtIan'- A,aria shell D. Aga-egotee. AST"G33. "� '!"eOd 4 Can^^o^. 19. lkOp D,alatc�a: All efgp drvHMg.required by the plane shall be.I.m fitted to the Architect t-(10) G. Water: Clem,Frets suit late f-0-ii tk purP"n", meet the lose edition of performmae standards, S O.Pormad shmk. SCOTT�AZEK `1✓y ASSOCIATES.INC. Hror krg dcya prior W 1pb-kdlon Ian-Iff.OF compltgnce Hith the dealgn conoept. D. Relnforcl .ted: AST"A615-40, 6 Corrosion r..ietant adn+g-twins nails cmfmmkg W[M requrement.o/5ectlm 29048. ry S. Fran MOterdN/6rade b: ) - .. E. TIe ware: R tailh steel shoe be seen-el tad M lace will alb dabls anealea steel hire. YYpp �0 7 F-tenon spaea 3 Inches c man m center of exec,the edges e- b inat 5( man) 4 seiner a 16. ApprOWd Orm". Th.Barra l Cant•«tan shall bon responsible f-co-dlol the pork bot-in Bars Nall has ov�tod on Hell-wood concyeb blocks or Landscape Architect approved A LHnUr:All lumber b W Dovglw Fir m Ho I lock Fir or SWtherri Phe(verify nith at hte-eeldee supports. �T�T -" O the difforon 5ubcontracto s and requIr"all Subcontractors to we the most cart Wilding metal elnaln. Onne,/Glbnt). ✓food delivered to the site N:OII be Ibd tested with a hytraneter fan b Ga+eslon resrotant roofing roll•pith 1/16 Inch dlonete,(11 man)bad and 1 1/2 YnLN WA()rr�bet` reviewed l�adherence to the department approved set of plans. F. Exteri-Fetwork: Drwenoys,walk..polo.,etc.,to have expmslm joints.relnlmclrg,etc.,w a maximum ma.tre c-tent of 11%. All rood shall be U osequaLlly-padee Iran r-1/2 inch(15 mm)sheathing and 1 5/4 kKh(44 m�v)al 1-25/52 Inch(20 rn�D"anN�tlfrniS_�i7(n`s� an ordinance. Authorization is $' .pecllisd h Chn.Song Repo E and ae detailed by the l.anwcape Architect. Loncreb ad earth 2).iron Dn treated Hood m:9)none of noCurd reaNtace eon decay ...Forming to N.rsq.-nionce o/Section 2325.1. I Iiv raraRied to is to protect against deterioration In arc-dance with Section 2301 of the U.B.G.. All g Gorroslon r"rotmnt a les with nomlngl-06 Inch(11 man)oral and 1 1/6 Inch(24'RWP Nlbn0Atc.i CII a,fncies.11. MGdel h pia pia Corrtrate,al v Ie YRerded that an Initial to_Pfl/I.t In move-be LoetrvGtecl by ..O-• r 4 pr .air plan,pan alternate. e pi irp n i f rosolm altenmep 'c"..lently in advance Of the remaining 6. D-egri Mlxr foal Mall de prone treated from iddsaaipe krlgdlm. Inch(12.T-t.o Sand 1 25 inch(56 mm)r-g[h/or 25r32 MLh(20 mm)NeOthMg cOMOrming W OOK[IOn WIIOI Mlta f-are O-d rewlvl alscr. B. fLd.11l.: Pressure treated a foundation grade rodwo0a,-t all Ixtrlm well Gill.in Ihs ro Ineronte OF c[Im 29043. pr figs aura fig pmcba corcecti twloe and A. G-preasNe strength: 2300 poi-minimum of 26 Gays. qv '<<'I•That r or, ling of a permit based on QQQ avid laificdlm M[1'ne comtructim decun.Ms our are coeWction of q ,roatie. IO Panel.vppores d Ids kwh-(406 man)I20 Moires(506 mm)If a axN Mesmehelbn-of t providing a ding are l.ndeU WNdang./ e. Rood-mi,concrete: ASTM G 4. tre"9b' e^6I' 'n: r c rnnsirun to G. VOMkd Cron No.2 ode a tatter,anises meted othorwi-. MILS. g ae peel.Mlooe othernl-mmkedl. Cwkg a iMiM rolls spared 6 inch-(52 mm)onparel v�11'.il l I hr, a D. and t ntol Fran NO.2 gocb 1-framing lumber 2 W 4 inches nos by 2 hchsa edges,12 Inches(505 man)d htermedlote ovppOrte. P1flry,l,,��T�r 1, pnllcable and tour a no.1 grade(-on Pdannng IuntMr wider than 5 Ych-,unI-a noted 11 the Wpporta d 24 Inches(610 man). Casing m PMish rolls spored 6 kwbs(i52 mm)on panrl. umed Ion give OberHl-. set all elepb Wpparteal hml20ntA1 memden filth a01n.1de Up, odge.,12 hGhes(50S man)d hbrmedate.uppadtO. S. cantilever filth man aide oann. 't 101 SHEET NO. .o SECTION 6A-ROUGH CARPENTRY(GONTJ SECTION?A-ROOFINS AND WATERPROOFINS SECTION-Z- MBLLATION(GONTJ SECTION DG-VINYL DOORS AND WINDOWS(GONTJ 4. Fr"- 1. S,eps, Furnish and"tall r.olkp and not-proo/Ng w.rk complete.lack ring Cot•tree and 2- ►lstdlation, $. MM R•:infronfor Verlfg all dlmensfaa by takkg h m xrmenta Field soe prior to Mtonatbn. E• A B;ochlrq and$rbgr+y: -orporat"other o-mea fashing,slaevea and Jac". 6eroral wnV'«t ha c,shall ale renponsb Al. ermo)le for Th Ill ildVen: Irnntan batta P en be jolets,at an Cot"areas ezy paod to roar q-phis (1) ^A.d YbI1•, Pen eectbn 2920,UBL.. Full tvlght malls,shall have ceMlnfwe obl fran baits. o-ing o,e protection o1.od ffrproofing nnterb!a Prom deterioration d.e to In,raN,U.V.rays areas In=Ing oy vertical noel mean &prating Wing space.Prom attics bet.-wlling,and 4. Tw- 31zM, As Ydlcatne-the o-anNgs. f to top plot.. ad hoot,Prior to them being Covered. tool-knee Halle-and Pat-.into.of all exterior Polio. Batts shall bs astutely Metalled and I(E (2)CNIbKJ^bl.ta: PK section 2520 all 2506,UB.G.. Use-Id t'a'ldgNq. tightly fitted.Itinput Comore»Ing the normal loft hick..». Pr-as In-lotion etopehvlIt- It 5a klnq M-llds salld back)n9 d all pendont an su'T«O-mPTte a-trical MxW'ee.rails. 2. Standards, All nark and mOterble shall Meet the latest ealKlan par-?-.Stordi of the requred t0 prevent ObstrVctlpl OF vents. A 61o.a In hazadaro aneae: Provo.1eny.r.tl glop.par CMsfar 24 UBL.requMaments.Gls Top txrs.both aceasanlaa,etc. "Notional Roofing Contractors Maocl,tian•-NRGA and'Asphalt Resoling Maw)«Loren beaebtlon' 6. s e Insuiaabn: Install butts bete.•stub.secu-.ly and tigtly Iitt.d d walls as udkated an 'tlicatetl N d-anings all-Muesoy. All operable aoaro to be tempered. $; FYastopPMg: Ps seetian TOG,UBG.. -ARMA. drop Mg.. $. Al-lnxn err Vryl sl leg noon: Conpl.te nit,alumlrwm or vkyl-Peen;i Fllsh,estou with G. Draft Stops: Par T069 UBO.. Wain tharo Is usable.pace above and belee the concealed G. P11n+bing lepIbn: Fully 1ewIl all•tud old Hoar coviti.s-t h"nest.Ii-Fran Pardotbn threshold bnU pans. ep«e of O floor Caning maembly,draft stop.shall be N&tallea eo that she area of the.-acted 5. Installation: Install r.a"and.all corrosion reslstot metal fla.Mng per mawfdch or. to Hoar above. G. Alumlwm ar Vutyl operable nWd- C.mpfote filch ch^P%m or WryI xr.en; ll Finish. space does not exceed i000 square Feet. Dreft.topping&hall amdo the eOrK..,ad apace rocommend It ixlWing the use of fasten..and aleI devlLe.N high nlnd area.,and Pan D.AIum In-or VYyI fixed ea.h: Match ope-able.).dares. into pPPrdxtrataly aqua areas. U.B.G.,GhOptar 15,con"'y NCOrPOratM .'-tamed'memb'a'e.,flashing.-upper.,jacks,sleeve.. S. Matoma D.Stud Wall.: Per sectlan 2920,U.Bc.. All etude to have Fun bsahp on plot.. An studs to P.at .oaf train,."light.,at..,reppibd by omen. A Thermo)lelktatbn: 6. E4YeM MavPacturar/aupprbr shall pr-ld..indorse that Meet all wnergency.xIt requirements 16^OZ.tnisss-too other 1- ° to as sized per requMemen of ton 2320 UBO.. - 1.Sea-ftgy compilanc.nep.'t and sectian natal OF the UB.C.and-tlN Architect IF d oninga are In conflict prior to P.trlcation ar INery. C UM-tin-,Pi hlefght,ballooned frorod etude n aeeordan,e With the highest standard of 4. Inep.etln, Qmer/Cllst shall Pro, a Wat n�ppMfhG 5peciali&t to r-:..punt-W roofing, $. Blonn 1-1.ton: Uniformly di.ltauteo with mninvm npli earoletaM Calm reg0i 11 eta and Construction and framing Practices. w terproof decking,leaven ton roll netterpro vg,o,d�r,pshl,�details and P-pvlda Lantin-, -PIc[cent'.1ple.l. ,. "lam"M itarbt.Sea Still 6A. DANIELIANASSOCIATES F. All agfad rolls to b.at 45 degrees nnieee noted other els.. r•,action PIring Paid Vrotallotion of all-.,a,od":;e g•cerise•and mOcerbl.ta insu-e C. Foam Iroulatlon: Exponel type,used ta seal the exterior Wl bing-.top.ps.rlere}J 6.Mitt W OfD,note-proof boicay deck.and.xterfor horizontal?sae'IA.,patdMNee and anal..-.nu to mavl«6rrer'•vol -t!oris and the highest etonMrM of caletrvctlon pr«tiCis regw-e^ts mine be co npatlbia for pee eleh adjacent moterlaa(Is.,.1idon Prpmes)cad!nstmled ARCHITECTURE & PLANNING shoulders'are to be Prayed filth slope to saints water drpinpae without pudcII,, so not W ntsNero ntm InsCal',atlan of finish ,atorlcla. K P-ovlCs a,l-edkoted and-necessary Par proper Hofer drainage ad to re-dYect S. Specie)CadRbro, D.Pllm,bing krouia[wn: i»s R-Il bait i""lot"" W fill scud air/loan Cavity. .paneled or run afP"Pater ar.ay from ventral sVfae&. A. Provlae cant scrips at all vertlwl-paeae. G Furraes Rooms: R-h bore.Par&oina eanvol. Luro sole oY reewn pl-under Mnace filth bfmk 51XT1'CORPORATE PARK 1. boob.atrppvg)here remlrod to Provide,.^norm si Where/lush jolet and beearo are $. '-id.arlcket.ale indicotod and as race»ory for Proper eater&air je and to--direct dret I!--oohs.)...applies.Indicated t„7EGTION 6D �.Atfj AND F7LAZINF7 IRVINE,CALIFORNIA 92606 dnfsent or depth.. channeled or rvroff rot -"From verticol F«ale. r vrl. Sed!-?at,- kated on Floor plan adjacent to I"a mint-K-II. 4 Us.'6ang Nall-.Napa at bptt_of Faeab soli.-and Corners. C. Roofing contract n.or shall be re.poble For determiningate that appropri ra,ita, .are used Pan (949)474-6030 IC Use mitered J.K.at Faso.pikes. the project wino card tlons. I. Fvnleh old Mtall all i ad mYron other than Pa glazed doer and L At d!ma-,elore iv are to Face of PrPeAq,wleas noted othe-else. nScirao..s. G1az snot ba done rnlan Work. l g az FAX (949)474-1422 M.Align bottom a .11 adjacent.mean and door made.,unless noted other.o an r-PI peon. 6. Mawbro:c».elected by o+«ro-/.)lent SEGT10N'TD--ELASTOMERIG MEM MA 1n9 n9 A. C-no rtion 5hinglee: Class Wrated roof Ces.nbly. Apply over one lager-,15 paad Felt YVWW.DANIELIAN.GOM 3. Traseee, urderlp i,t In«cordonce with m P«curer'•speclPicotlars: wlor,text✓.,end pattern to be 2. Stenches, A TM General Contractor Noll CoortlMaa the Mtalletbn oI all Calling drops firth the selected by Mchltect rote-tamolar-near).. 1. Gal"latioro. bbzeg at a Itsnidr open"Note bear a label Certifying the carre.pendeg Truss M-O=turs and the Framing Contracts. OR A. r"ovld.Nlly pA,ered eelF-eolirg elp.epnerlC membrcYlee mNGfleoYad M eontirvava pines r1Mrs V'value AND/OR See.ecurlty regv Yemen4. M Yhere truss framing and conventiabl Irol&cur together In a cantim-roof B. Bunt-1 C-lic-Iti-Roof. Glass^A'rated roof pe.embly rov-loner.15 pound felt,25 pounds Po..ibie and-requ'.ed to make nark cal ately noterpropf u.ing Lino highest standards o1 0 DAnIE:_IAN AS•LCIArES FJW'¢E55Lr place,Par f.,aryl Contracts soil coOrairot.With the rrv.p MorvF«brer and not mopping betw.en layers a 60 pound.Ilom coat nlEh 400 pace..,pea gravel our!«a,.lope cornwctlon pr«Lice. S. MaterloN,Glass and 61oz!rg as px Chopter 2a oP the U B.G.ad Eror�Ganplianc. RESERVE5 1T5 C,OM�IDN LAw Fr inr'Qq Cantr«tor to enlmnOte dilf.rertlPl dofac[bn eat ne.n the Vv..ad solid edge blocked roof I/4'p r foot minimum for renter $. All general regviramart.ale printed!M CM clrrent W.R.6r«.Wate-proof Mg Products Mtelual an. A. Glad.N hpLarOpA areq.: Proviso terfpred gip..per Ghcpter 24 U.B.G. GpprglaMT y0 arHErt pgOnigrl• cOnv))anal Maning mentxro. dr.!neq..Color..IKted P4 Menit«t,refer to cat-sCha-la. NLOrpa-o[Ga Linea note.. regvYemertD.p.NdILOtea M a-anMgs old as Mae.aay. An ppprpple soon CO be fill IN Th PLANS.TE`� G. Fhere was Prdmrong ad c.Menitlaal ManH�accv Cogeths In the Bane roan,tin OR C. Provide Puny ad ..I P-.ealli elp.tomerk memba,ee as Indicated In details and N areas Which tsmperod. p�AHS AItE Nor TO ILm p l.tw Ybiq,t ale red well be malneornan for b,e dseoer cavertlonpl memLror wIa the G. The Raor. Close'A'rated roof a..embiy. (Pioneer Rapfir,g Tlle,InL.,Report No.,Ewa-4696) con!a-td•tanda�de of local wntr,Ctbn practice,Mcludirg pry ad all horizontal sun.ace.M $. Flxea ad Op.rable WMdon; Single.length'B"Lr better. Dual glazed tttE l LOm U card matching tin.rafter•apt Cut. Truss mawfacbrs.hall prwda heel (Eagle Ra01Yg PrOdict..Report NO ER-4660) (Mpnls LIFOL le.Ira..ICBO Research Report Order ta meet applkd�b cptle regvr.mante unless notes othernlso n er6rqg..�t cOl,ulptlols. Divided Ii[,a&0 Mann an axterlar GNAHbPD at C,OPIfD IH Ant F01.1 as r at tr d to tno.taM LOntkwO'M roof ppion..,q-ert. No.ER-2053) (U.5,'to C..,ICBO Research No.ER-3523)War...9.5 Ibe.per sq Is.as selectsa eleVatlaa. All Candor+.clear gicae.Mleea rated Otharwlse. PZ MAN!6t YHA. .NOR Aft D. Tin.General Can)«Car•hall hws Clty c=g approved t-plans an the job.,to eg Owror/Glint. Install over minimum 30 pound/sit or pen marul«Carer'&speclPkotiane. Color. 2. 3tadard.and Mstallotbn, G. Doors.3A6'thick tempered glass. DuOI glazed typlcal. OfvlQed llte,m shorn de TifEn'TO�A5516NED TO ANY_F,m Ar A Install fully wherea ale/-sealing""I"er!c menrararos par m factlrar's rotallatlon .xterbr elevatlme. Pr id,to rantl, inspection Tine Trull le,of 1 s•Han submit gi,ta ens, [extu-e ad pattern as selected by the chltect. R�1d'to cola schedule. rat r« PAR1Y.IrMWT F'RST OB'AININ. drain P.talls,trio od erectlan tr« tered OR ommendatbn nclud•ng pCe 5'an or all n es to receive materials,•.sing of edge., D. She- i/4'polbMe pats. See .,ad shatte ah.far size. shop Inge gag r, signed by a regle "Inver ame,lormatian of Lorne a r`g E'�r'�'•'m^II Pz'°'^�'iO" to tins a,ilolnq DepatmerC ad structurpl Ergln.e-.7pr their r.vien prlry to D. uL..loos'B•rated roof assembly per Kapp.-'.Fire Retardant o-.otee We.c.rn Rae Gedcr I�onCa - protection of intdllm materbin. E. 5fnr,er Enclosvrea: Approved tempered..otter pro".obxlr.,(L1edr at model.). ,.I, fan. GV+e•et of shop trarmgs shall be e,.brrttee to the Arehltect for revaw ` Roof Sy.Lem. In.toll per nKYy{«wrorb recommendptiars. $. Any tr«tar or ova-cantrac:a-•hail confute:M exleten4e of dtlegvate slope Per d'oinnge PrlOr F. Obxlre 61c»e. Sae plat nor Iowtlpna. A�(,pN=Nr OF DAME IAH �ar Canlp-malLe filth the Wwal design co�prior to true•fab-Icotion. OR to Inetallatlm of ala.eomerle me,^b-one mote-lei. S. Mirrored eardrop a man: 5afaty glas.per uBL.roq lr.,pt&. A590GIATES. E. The Truss Mar✓fact,.-ar shall be re.por»ba or Irankg around ope^Irgn M the roof E. Metal Roo?. 5camiess,(stading Beam)pr.-Ealnted,cal -I--sttt(copper)paints-.hall H. 6b..or A'191k Black: MIn!mum 3`}hkk,sized d.Indicated on plans. Pattern to ar lbar,shall Provide ladder P-onirq at non-etandartl true.member alp«Mg t.o keep provide eosins copper finish,prod,ct peed to be ape-wed Own.-/Ghent metal roof.cpp'4 over S. ba` be nov./db ported-Owner/GIle t-,acted. Block to be factory set M morvfact✓d Ithle the span ratMY''q�of the roof ar I.-".thing and shall auMnit dil le and one toyer 15 pound Pat under)a�n.fit N accandance filth many p--'PaufK ties». 51ope I' A Fully oah+erea.el}-.eonlnq elpatomeric memarar.a ro/..red to In Che.e Notel and a Pistols refs Window Irame conplate. nstall F'aahug material.relnlarcirg,expo»Ian mdterdl, hangers do q Ired par Foot mnlmvm or ale tletoiad. to G-gce Ica a Actor 5Fiaid"manuf«wrad by AK Grace a Co--Gann,Conwctbn P Pctu to TmUmortar and sealant ale recam':erded by mat/«W'er. With minimNn 20 r. Ttr T ue.ham/«O s shall be r.aporoble for ve lfyMg the bcatbn,Nze me F. Ybte p opl Docking Gloae A"rated fire a»e b y Fu nbh and Apply wlcawy deck cove l g 12"i- loot.11,rail and Irame ae.embly eaicjh.at attic bcdted mech1a11Lpl equipment Grid Mcdrparate wch I,Iprmptlan complete and waterti t,as r.cOmYnandad the-1-t,- Intoll Onror/Glint selected. $. Uea all primer ad.✓race prepP-dtbn ,C terlo].rec-nood by mdwlacOfrs. I. Flre Rated: l thick wire gip.•In Fixed metal/rain Ps U.B.C.requirements with m nl_20 mlwte Ire rating. Kluding required c saran..into the design and calculation Of truss..suoport'wg It, G B O.ape-wee.tra Ik bearing ObeCOro memarare Clack ageta ram'Dex-0-Tex'. 1 -Kate• 1 Calking Garlpoh rind: bun gopll.tl nonflardening,non-w.naenhg. ft clrg atec aces..... owner/Cll-t se eeted avbsei, 5tl ply 1 Iion all seam.- datl roaarengty oP i AVM t_��rc IESSI e.Non-bear'rg roll.Nell bs held short to alive Pan rafts-w:s dsFbctian nith alas FI ,Poaltive.lope allay tram tvrg Posh',%at.11 cage d corner cob Lane, IarcNg SEGTIGN�-- .�r�I V ItaFl l� 4°eAU UNA/9 oplo-op by the Stnvc0.ral rh lroe-to stabilize the nali. 'op'at subflod-jdnc.o d metal 'n/orc'ng at Inside or ovte de i e...WIr ro.,q come- etc. WQ .y fR Trine maul«firer shall prwids menbe-e of odeq-t bearing area M wan a eldth AdzA PrppP deck Noll as flood tested. Gslor and taxtu-e as.a ectad by she Architect reps SECTION 5E-WEATHEPSTRIPPfNS AND THRE51'IOLDS ugc. to e-against war-t-Ing or-iop'ting dada..,-1tpls Jost.,gYaero and to Cd or xhadela. 1. SLdpe: Fu nlah old install ekynghte per m ,Pact-irm specnrcet!on where Mdlcatee N dranings. _ 'iElAN plates dr Provld.aaa'Irg place.and details to dp sarro, 6. Fovnddton Yb1l Ybterproofln9: Instal complete.and Owner/G t selKted,I.Ca O.opp-wed .C487u 1. TM 6ero-oI Coal«tor Nall co-dinote filth the Trv&.Mpv1«twer."ce g, noterproofng n,etem where wdlcated in droning.. Pro[Kt Hat -aof rg maeer:.al aping 2. Matsbfs, I. Dons. All doors separating-ItIoned.pee From Iwncadltlorod space shelf be furry ; Elect-1,Flumblrg and Mechanl-t Con)«tors at fire protected areas te ,ortat, bockflll open ions w't non-deteriorating protection boar eda -d. Refer to Sn 2A r for A. 'B'Ist.ilte'Ion pro!II..kyiiG�`C ay IllFissile-Inde.lbs,I.CB.O.No.ER-24"or noothersl m g ,-1pp nith nartlse-t e rn man- ad by'Pemko'or Onner/Glient selected r ` i eg Yed Ire protection nett-t Perotrations unless Olioned bg code cad IOLOI nu'aanc rvoter drainage --do-orating ,informaton. Oener/Cllent.elected Cabe El Wte. 511a ale Mdlcated In crewing•. si Pstiwte. }rl.dictbn. H Flo.hing, 26 gorge w-roslan resi'l al metal min.,Icy joints pea fill w-t roofing cement unless _ noted othern'.. 2. ThreNlolds, I. Elate-arric Mcnb.ranee:Install per details and per S.etl--ID. A. AI'--,bronze onadlzm,to meet all appllcobis dleabled aweeebles route SECTION 68-FINISH CARPENTRY L Roofing Noll. C -pelon 1-stint sited fa,U.BG recilr.m.rt,ad local w d wwtions SECTION 6A-FINISH HARDWARE .q lremenc.wher.req Ired. K. 6u[Cero and Doenapoute. See Section TB. $. Maanolds ta be..pans...From dress eoneact Calm wnorate as rP q.Il to or-ent I. I. Furnish oil P'mish hpi ca-pleto. Each IN unit shall a. • onota an 'kOP°' u`9 kay.d •P G. Tin-•.holds shall ion set n Corrosion resistant.illpans,caulked and woad ar otsrwise Scup. N0. DATE REVISION A. Moh ad meta.an 1111 cal-penny complat.,W-61hg nun door frame&,paneling and lip" g. SECTION-M--SHEET I"`TAL 2. T M-1-ted 0 -.r/Client. o-rotalae l Prevent voter aro-t. < M installation of fmisl,hcfdeare.bath accessories,Cal pull.,etc. , D. Provido elP&tomerk mambaro materble per deists and Section TD. t� S. FMM: A.selKted by Owner/Ghent. tSVQ</][I 2 A AI Nnit be tlgM ad 1-ad__ahp Fastened. Gpnrrors shot be neatly mitnrae.Wtted, 1 A o,las mi.Lellaneove Lo� Ipe resistant-to i pork as indico[ed and 7-Pl.d.-I.Pi g flool �jMSTION bF--BARAF7E DOOR HARDWARE /\ v coped,film Hale set ad wrfaes Free o tool n1p-ks. eI stops.a111.ane, Gu ctero.down. t. eheces are m:.cella-�.om v ta. $. wood work shall be acLurotely-roes te fie mjonlrg s1x'f«... $. ow.,loe pt fpahYg an Lwnite�fr etning seem,;pu,d'wa d Loruw,oi,.abL.e wn.r.pp..Ial. SECTION 5B-DOORS G. All nark shall de rtacnned or hone-sac aad,sharp edges and spl Mte-e remwea,and completely and-requlred to Hake Work canplece ly nctei v.Ing the.)ghee..toi of con. tlon 1. Seppe: Furnii and Install all aco-hardware corobee and aperatbral. Doors still be / prepared Par P!ni.h. pr«rice. adjusted and canterbolon-d Par prop.-opalacid,. 5se aa-ty rogneme-ts. D.Fuu 11 leng N ux th LOnLnvOv.board. all ale d Wherever pPpIlI an spaalFk011y noted G. Flash dad cpunte-fIPeh at all roof to wall G-d.tI- Flash and Caulk nOm beans and..Hooker. 1' scope project e through ax-,-eal'�s or roof surface., A, ,,wish and Install all door.Complete as IndlcaLm an piss. The General Can.Pctar$hail 2. M]CA'bls, ale / S. rllt•g and itvngYnq Daa1, D. Flpph all xterior trim,door and window openlrg`wlm approved me:hm ad material.whkh Gowd'nate Dos-S,ppter and Fra-Irg Contractor Far I atotot ion of all door.. A. Prwids: door hardnar.. A. Each door be-"I,Iy Cut,t4hmmad,and fitted CO its respective Mom.and hantlwo-e sit -row-s w standards of 1«al cad coa llcpbie pdo.and as eats sled. B, Provide elpstomerk membrane mote-lo a Per aetalle ono Section"ID. M Doors to be operated by mtomatic gcroge door opera,nIt 2 lonsmitten as -ted < due..I- -Far PPlnter's Finishes. II Cnaco-porote elo.tc-Lc menhbra,es ,ata'alai pan aetaile Pro per xctbn-D. ay onwher/ehenc. � Q C. GaaraKa at me lack and hagin9.tile&and d the top Nall Hoc exceed I/6'. Glearalce at tin 2. Stc derds and Im•tolli Per-loct✓ e ireCPllptipn rKOmmendoLlOnf. D.an O..emb!I.D Karl C. Look: Center keyed lack nit free.pinnlrg hand).-as requred bg Iaccl fill tx k li shall ce adriIl:eat For lin, Iloor.Casing xMW1ed,Including.-peting. 2. Stodords. Ali nark od meta 1.shall meet the latest edition nnmce standard.of the'Shoat set or e teed a des gn Cairo pressure f 20 5F. All exterlor copra shall coI nitin mmdOtOry r guiremenCa. ....•Cage) p G Lock ptlb adore.mall ba beveled. MC:tpl and Air GOndltlonlng Cantracto-s National A..oebtlO^.Inc. -5MAGNA, mrlltraton etp darps. Ail exte-or door,to be in onFormanLe-tin Oeov.Lleai raqur ante a D. Springs and LOntdlnment device..St-11 be P--antiy totaled to Indicate the maximum COV D.Door Nall operate ireeiy, g Wt ro inding,t 1-19,ntFavt sticking or b wlmwt hinge bolw,d Conditions; Indicated n«aw cal report AND/OR See security requmen'ret.. ec-naed Wei of sprI .a may d that y hove been teams)«tur.d In accor-le PROJECT -ITLE d a Him.II hordes properly djvstaa ad N-1:1 nirg. 5. Work+rKrshp, talking wit requirements of the Cali-1.Dopartme-t of/busing and community Development. V A ✓lark shall do accurately kated tomatch detail an.fitted to conditioro S. M . sosu'smenb: Verity all tlimenslon by king lisp meawrement prior ta kstallatlan. 4. Matlrbl.r E, Molded ono poke-d members.hall be Unshed true and stro gnt rvIth shop line and angles. 4. s Size.: M Indlcatetl In trawl VELLA610 A Door Frame: G. Leak- flat a,d tz no to Ins,v2 hKh rvie.......0?A n'it ea,ae-.,.,a overopoing does T'� nga SECTION 9A--STUCCO1. Frame.shot be set plumb and tee,-gidy..annd,d d protected drying the not provloe Hater tgh[Coneaetlan. GOVDO of Con•CNCtIan. D. SPeet metal work Dina II be des:fined to provide complete rv.atins t and naterprCPf comect,os. 5. M etsba.-.elected b1 Owner/Client. 2. KIM dried-1:1-1 LgrpM DOvglo&Fir,'*5'or better. E. All golvah'ze N d metal 411 ba.hop primed Him one i ..at o1 to a='_oxiae primer war.II A. Glo to In tbzo'dW Area.: erw'ide tempered glass per Ghapte-24,1.1.54,ale Indicated k1 a Val Stops and Cos!rng. Glean pine. Size and C-ofha ale"lecteC b!Owner/Ghent. aurlacea and as reaommeneed try metal&peclailet. drawinge and as necessary Al,glass in Poerobb doors mall am tempered. 1• I. All vertical had horizontal trim members Noll be a bngeet practicable lergms. F. Sheet metal peed-Ilpshl-g adjacent to.-d-focee and"be set In high quality"plant to $. Lowered Door. Size and mate-lal to match typlcof interior loon. Lower&prwlded at.-lCo A. vrnll and[.tall.11 plastering nark cylete.Including grounds,-reader expoabn joblt. G d- .She" 15'deep at earolxa unle..noted other.)... P-ticle board,edge canoed or Ix hour.naps- ollrg betneen ch motaripb. roorra ahall p-loo a mn-mum'.00 sat, net opening For mole up al,ale required bg UM.C,. cooing,cOrron yea-ds eft. al.Cr pvIN. Section 906. $. Provide Si.•tom.rk rtlamprone at pill pis ev dotal)s and 5.co and at TIZAGT' 24383 D. Shelf Pdle: I S/6'dbmets,solid nootl. Double pole o.Yleleatad Hite'DBL P^an draniny&. 4. Hbt.rds: G. Water hepts,/FM Compartment Doons Shall bs neotharstrpped to separate t�wondltkxnetl 4 Provide elastome-k membrane at ell pero Notions d•sues.end Hater-reeietivs merrbrob. E, Shen and Pole Metal she.ad pot.w.t-as selected by Owner/Ghent. Provide dovbb Pole A 5neet metal and Noshing ta be,corrosion resletoat metal as sescifled N Owner/Client Provded spocea rece NIng eomar•tian air Iron co-ditloned spaces, m nerl efm-VEIL P.pro.". .metal alp-1vt. D. 6peocle Door to L.Wmg unit 1-3/5"Ne-lFey Him seeu'IW raq cements)thick,solid eood on 20 2. Staderde, r. wade Baas 2-1/4'hlgl colonist p orla clean pee Him ehos moudi q at*"at vl yl nYdoe $, Mlnnwm tick exes Not I-mad No 26,US gauge mkWto Fire,rated tight P!ttlnq man with a If c1O.er,R-•jN-1. A. All nark and mate li shall meet alb latest Ill Pe 4d,aco steeddi of pa'P Wte bg conY,g ale 4talpd or ac noted otherni.e. G. Flashing and sheet metal thicknesses&hall ale Opp-OPrate For the sOecl/ic cord'tian 0 accordance r- Meter Erc bevy.Doan. ern O.Vris do-shall be-r ed anal prwded film von Plates os InlOrmatian Boreal-PB anal the•Lath)rg a',d Plapterhg GontractOr'f Aa.«Iptlpn'-LPCA. f. Interlan Wood trim, eltn the recomm.ndatle-of the"McnitacO,ra1 5heet Metal 1, w 'Wt 1n no case lose than the requlred N utilltg compay. $. At work shall aonpiy film Ghopts 25 of tin UBG.. I. Aped rail.-clean mate 1,Finished to blotch edeeeark listed minimwm or per requlnenrone.of me U B.G.. F. Wood exterior Cat awingkg doom shall be Lapped film palled e.rreHan resistant metal flashing G. All nark sha11 epnnply Him the installation standard. I the r-F«Las of the Plaster 2. Ysndoe ataoi and apron-ix clew'Pro to match C-..-k(verity Him Onter/CIbnU. D. Saipan and Flux i/nece.aary. x %bad,50%[M,stodad brats ealao, Flux shall be murlatic to match door ale provided nits eon closer w Owbr/Gtant off) d suMtiwLe to prevel voter (-lattan)product prwiaed. PROJECT NO. O 002 ocal nv-,-Into mor edge. D.Ago,at;-of waterproof poi liholl be the r..-blttg of Oenen/Client based-the G Fasteners: Car-oslan re.letant-Pena and Pittner Past-.compatible for use Calm base metal recomrandPtlons of tin.Coca.manvbeturing rapr..entatNe - SEGTTON 6G-GABINEI'r &ea Io Dee.l mewl me Fla&hlnc( E. Popeee elpeevoce mama al.-tod or dra page theal.and s ope TD SHE r;LE F. Elostomerlc memo-ore:See Sec Ion TD. P. Slop o/Svbetrada.If not noted an dra..ln ,the minimum sl of a.betrate an which stucco 5EGT10N 8G-WOOD WINDOWS may ale.penes 1.1/4•per Iooe 5. Gutters and Om-pout, Prwlde corrosion resistant g tters ad downspouts-rem Yea my the Salle I. Scop.. F-vnl.h and Ins It at cabuat Work canplete, verily all dtnensbn by too Il to moes-nants S. Matsbls-1 Goat Exterior Pb•t.r: R.part ad as not on roof Ian. Downspout.shall d xha' into.seoo-ace.ub.vldee draNha Peon ta Idbrlcd[ion/hptollotbn. Vs11y appliance and Pixt✓e sizes film Onne-/filler ad euppl�s p r I 9GOp1 A. Walip.. I/4'to 9/B'mitt aryl,,-d1flsd cement.Lucca nonAg-to With into r.1 color film ay.-or Odra s loen black locations approved a the GNII end Solo Englr:.e-. 7orvnxovtn atoll /l. �v-nIll end Mrotoll all no d wMmw to dp indicated a1 Plans. Tina 6en.ral()«tor P'b'to IararICO[lan. ur ac.a c. a 4 Camels p 1/2-inch Olkdll+e.btanC chopped liberglaa.applied to COrrOelpn resistant metal wine meD11 n t dlscnorge eaeerproof walklrg a -Path.stair.a to p'art'ng ar a.adjacent &hall coordinate At,-5vppPe-od Framing Gontr«Car for Imtollatla,of all nintlOna. war ono-,rain wick p.ly.hCpp.over I foyer IS povno Pelt minimum,es wanlf,I bye"eloetomeNe 2- M�YM to atrvctura foundotlane. $. Provldo Olantamerk membrane_IA,a:.per dotal)• ,0 5.ctbn-ID. K All CPk art Association' shall most ads latest eat,sal standards oars Pee M the'Notional Pant at«cent only. GENERAL Kitchen Cabinet AasOLlgtbn'-NKGA. Denef/Glbnt sslectea pa'el 000ro,unless rated oCherwl.e. 6 A. R' co ottk cross vanttatlan at all attic areas t stringent regJre l of applicable 2. Stodards vd Installation, All rort Ord mptar or shall meet me latest edition Pere,par $, Cancels real.tan J metal weep-reed at founeatlpn as detailed. Pe-^ice r'g•h 4oP e[o,darde o/the"Notional Wood Wvhdon and Door Ms.Il e..t-NWWDA Ia des'tian per C. Ce'I COvnm,U.B.G.ar roof mpterl0l mayFpLG/Or. Vent OpOni pine))be Lwered with Lor-oe'en maLfpcGler'e recommenmtlOn.. WmdgW ae.emblee.hall meet of exceetl a d..l wine Vre AL All joint. � Pr.a. 1 t v Larn.n �. NOTES .tat ctal mesh Calm mean Operlrlgp op I/4'N aimensb,. beneral Contracts shall roclfy of 20 PS F. All Ion[.ad eneldtlprs ara.rnd window.and mar.Nall be cmlkad and sealed right� ��e A All.onto Nall be cos era hue arnl seevely Fastened. C.emero shall be mitered,tatted ar Cooed. r P D. Deee-A, Iecte ion i.emc metal anm'al h,tect .. M Md 24" on plan and ie Qat PI. tne Architect ahaud a's!enelpsed urea as discovered a one field nor welch reavlred vstlldlan (nnpn-hyaening7 per state erorgy remireme-tp. Lapporg oho.soling of no�Ilrg fin to rloenirg E F'v:leh,A...)Kies Ar,n'Ite,t. Prwiaa Ar,niteat wth minimum lal tall&set,and eV-Tacos Mee of t001 sibA.. 1. 2r 0-fold applied earrple ape not bearP ovd.a prior t.[fie p..:wt1.,of Finish mor.riae. maceriai ad Ia,p m Canal ena:i as M Pic aanca Him m mMlmhme,magrlacwrer'e O. Aft eaKso led/ontenlrgn rinse oint an's. Mr 'fig ^9 Paper prior to li.d pooh[ Ion on un1ts. Color-.elected by/rLnl-,rofer to Lolan-MWIe. B. Pitch RPDI pubs law prof'.•aareenetl dornler vent.(want tile.)see droning•Is location. .Iteratue.the Ga!I/ornb MsoclaHon of AlMarv/actvero an State Trade M.«bHan pose axposad wrfacea. C. Alt LobinOt work-neWlee far point an.tan IMsh.hall bs amOOtly dre.xtl end added. F, Ex d GCwate FOvndoCipn: Flesh LOIan coat at p y In p "g surface.. and aize. gan 6. Thermal 5-Ar. Shall be pr ovbed bets-the H't-ior of the W'Id1 and/dorm/betk D. Install all Wort Iwel, lamb and we. 5crbe members acvratel lace te fit mjo'In1 Allen bottom heaaen at pr all alai«ert nndo.n and doom unle.e notes ' G. Ewes: /4)I-I/2"dlarots xro.rod openings of frieze block per Crvee rafter space.Opining .tha,,n-an Irani All wimm�s to be N can!0-manse film--tlCal a t as Indicated pr P E. mijea ts and pa led Far pods helah.s atoll as prkned ad b«kpalnte�afar to neta'Iotlan. o fig P r gr.men a vrovlOtion ac raquYea by B.G.-Section 26024. F. Ply oad od pal board anelve.anal be hardxom edge ba dad 11 expoxd edge. Lotions must ale-patrols Him swc aural drop"Conti detscr Doc sap Ili en.hat ale arpught In«ontiwi resort AND/OR see.a.,;tg roqulrements M. D ip 5Creed., frstat -stmc metal drp-Pestle at undenlde of at state. CO Cb MLnIs.cL'e OCtentlan n O timely maanro-. 3' tlw/OV.xree^.d.Ofllt vent a!data"aa an DOIIIts and recenseD. 4. MOtarlats and Design,m s acted bg O"nei loot. Owner/Glen:selKd sub te Wits. 5. M.-vAl-t: verify It al M lon.by taking field me.. -.,t.prior to lestallatlen. D. 60b1e End 5-ored rvtt lower blade profile ta prevent Ineruelan 01 wind driven rain eta InL-I- d� .pace. See--"Ian size and IocOtlan. 4. Mlot.rbll as selected Owner/Giant. S. 11vd+ane, Shall be selected by Owns/CIbnL E. 5off t: 5L -o'vents-sea tranl�a Poo size ad i«att- A. GI...In hozadov.or.- Prwlad sad lase 24 U.BL.ro uremerte,as F. All pert) ta be in canfOn.naae to oust)..; ulrements a.Indicated n«antic.) t.mp g �-�� q S. M, in Pia -i Cod Exists three: 6. Cants TWO, Shall be select.d by Ones/Ghent. ^9 req report. Ineicated N draw figs all m neCa.eary A, vd1U. MMlmm T/e'Mick three Loot application wim Integral color cod(pant of«cent. ORIGINAI DATE: T, v.nta: Vent to OvC.lee or film minlmlm 4'dlome[.r OmaOt metal d/LC With back draft 1 N 1-1/4'-o.1-resistant metal.Ye ,.,h over I ILy.r 15 pa-al Felt min Nntxn,at • ft/t QO� D^!s^ try 5. Egress. Mary/actors/svpplar shall provide,nlndows that meet all.marT_'.cy exitlrg rsqutronnerts of rang Is,I elpeeomariL ma--at-races ether tt-pert iwl. R t6lt ��y��/��r� �z��y danger par aU MC.,maw/«wren apecIFlLOLIons and local iurisdk Uoral rewire art..o f of run P,e UBC.one notng Archit-t if d'aning.a-e in Conflict prior to Fabn-fan dalli $, gpNite.�hi-rib lam pD recdmmerded all.Lucca maul«Wren. ® V �• .r-GTION 60-t-K/Ww/I ORMED KLLY40RK ad n:,•n(xr f beWe W be m1r11mi:ed. Duct rill e,aacci g m I,l Phoned by ae f«tuner e. Gar-,-rea1. mesa)bale..trees d Fgndation os..ranee. shall be ovenlzed W inwre aa.mote air flow. OR D.Garda.: All outeoe Came-s to be reinfarces Him Wllraeetl Garner ay.+ards qe selected by 1. Scope. Furnleh and Metal all molded mnlna-k campbte. 6. Gro.lepaL.•Fours •vw,t•/Aee..s, Provide areee v.rtildVan at all a-.L1..ed or.ae expPeee to SEGT10N 8G-VINYL DOORS AND WINDOW,r2 Owns-fine... W g�oae per code requiroments or the U.B.G.Sedan 2317. Vent oP.nIr! sfnall ale covered nit E. Exponslon Joints, Install exparoian/Weep Joints ale reco r6ed ay 5tucco Contractor. 2. Y.talldbnn an r.e.pant testa)mesh film mesh o.ehmgs of I/4'dNnena on she 6erorol Gontroctor Nall Architect to be noti/led of ocations pro"to Inetatatbn. APPR A Ise Coliptipn at Pehh Paplbatbn pan mace{pctu-.rp roComnenmtbra includng backhg/wpport, notify[M Mch,tact ahovo ay encloxd area pe abewered N the Pleb for nh ch requlred L •� r. Decorative ca*oebn res.tont metal charnel-reed.. M Mdboted an plan ad o{(fllp4alggtt SUANCIE ant lat'an inn.not been Idea Ion to elan of�inM mpteria a. Provde me�nv,m 24'x Ia' /.. ru-^!.In and.•tall all I s olumMawn mono cad.Poona eoMPlets as Melcpted on pldx. Tv 6. FMI.h.M xlKte by Mch tact. Provide Mchitect filth mNimnn 24'x34'Fb ld;( ptea�'lmRMTl4 RTSOC A ES®ING. p� rt re1Mp-ckg,surface preparation and oa,eelVea/attachmanC. prow pprr Ppp Ka t1rryy t d. p D.Product ta be e.rnpatble With-terlor us.,adjacent Fnishes and of s0rcant atructurPl strargth accea.ale per requirements al the UB.G.. 6enerol Contractor ahali coordinate Window 5u 11Al pin Framing Contractor far Nstolldtlon o1 P'ler to field sop[,..ion on unit.. color m selected by MchiteCt refer to color.chi Te Iar location used. .1I.,-a"and doors. H. Drip Screeds: Inetoll corrosion resistant meta'drp-rrade at underside of oil sWcco aofft.and rote»e.. 0 $. Provide ela.tamerk meMx'ane maierlals per details and Section TD. tV_ ._ _DATE 1. Exposed Concrete Fou-datbn: Fk,lsh molar..at at exposed Burl«or,n have been rn 'ed far adherence to the S. MptMals, Pnovd.molded shapes to receve sxill Finish-Indicated n droning.and detain- se plans Inetan expa,eed polyatyrero by�/elo Incorporated,mole..polyretnaro loan atNexa Marwfacturing SECTION?G-- INSULATION 2. eta,aarap at tnetailatlan, Per maul«W-e-y N.tatotlan nse.mmenmtlone. ra+mn and man ;nnnlicable codes inn o,d: i. Mc.,molded h deal Molded Mlilwark or OWMr/Ghent.alaL d eib.tlwte. --lies Nan meet an exceed a ales) Intl pre»ire of 20 P5F. All wirdoes and door•.hall h-rvhY g,v nleA to iscnn 1 I IBIS.. kjtl ty p.ymer by Fyoan ^ 11 pI n9 rNp�nii pending ProvlM rslnfor'ed/Nish A giretl at N nlan traffic ocaawns subjected to bumping,-rPPYg, I. Fu'nleh and keep))thermal and gourd Mwlatlan Ldnplete,in,e Wdi all Eller G Ilpnce carply wit rrlantlacany state Infiltration a lards All JpMt and penetrotlora anavrld etndorv.and ,innrn l nY all,.Police bl cnCit > Ch[I.S"^IC dentkg,etc. Prwde Tyne II-nigh derro lOj foam as all trim appliwslons. Scope. fig a) e p al.hail be caulked ad sea ad"non-ho-danir,g)ps state energy re Irements. Lapping and C qv to OR insulation regirements indicpted n GF-IR/arm.to H,peroede ai(informatbn gip_. seaing or ndlllrg Iva to flash) material and lopping to Wild"Pape-shoe b.n«cWdmce Him � , code minimum., -fac W,ora IIFe-otu'e,to Col1pmlo Mseclatbn o1 Wndon Mavfaeturen or State ,11"- q I ;.f p t bps e)1 on .. m Trade Msacotlon reco-on dationo Aiken bottom of heoden M all dj-nt.;,.dons anal aoa s „ I I e r i !1 1 n.Ua^'I IiAa It a - Cale»rote.at". e an flaming plan. }.11 nlneorvs anon be In c.nlor -nith aca_tkalni Inch�l olio tSt �r`.)'✓1 reglreronts m Mtlkated k1 acm5tkal report AND/OR See wawltg regiremante) "' ' 'SHEET 4soin,.1 I p-t e i W-TION SIB-6YPSUM MALLBOARD 4 CEILING BOARD SECTION IOA-BUILDER SPECIALTIES SECTION MA-PLUMBING SECTION 16A-6.EGTRIGAL[GONT� L leppe,PumlMh end"tall al glaal"n wabOara work complete. VeHFy al speclohbl motertal.. 1. Scope, FymnlM old"tall complete h Woking Order the ttenne ndieoted M the araFnings ad- .A. Galwidlae and Oramhgs.Contractor m Hooey and waamR to the Dvlldhg Department toed w verify and Locate.All Outlets prior to h•tatel lOn of 4 rallbaard. Locfote al sr.Rches and nouNg ad"mllatbn equloncFhg at gfci d/flre as-mblies and•trvGt r0I shear no ro prior m epeGlflw Mreln. The beneral Contra LOr m venlfy LOmpatromp�of.11 adla.nt INleh opt. 1.with GPIGulptloro end daring for approval prior t0 c-Ing work. SLbrn¢I feet to the Architect Far fl.turea from Nnlshed floor per electrical of-and role LOrtwencFng work• all selected Fixtures and appliances. All II%tires end appliances to be C CertiNed review for eofomMce with the vleual aeslgn concept prior to commencing work. 6, fl01,011 , 2 Standard.: 2. Bath f Pin,"A"eshearlee:-eected aF.ler/GnenL B. Meters.Verily at requirements Filh 9-fol Witty eexrpary. A.9witchbs. �IIw2 w�rrr- A All honk ad mrrOtenbe flat[east the latest IdtIM OrmMT.I Standard.M the' A Hooter Closet. Ile 601 he aebctea by��Jw�e�/Ghent. w hterlar outlets: vupleir Cypl,RSA,W Volt. Aseoclorl-6A,'ReGommeMsa 5(MLIfleatloM Far the Application and RNrohVg of ypsum B. Tub/Shtiw.r Combhatonm As-laded lxj Owner/Client,tub/.honer with tempered,Notterpreef G.Exterior putleU Single neathsrprool p�.r�-6.F.G.1. F/allocel mlpso enclosure,111frum 12'high avenue Grain,nalls to(eight Indicated M interior elevations. D.Outlets and pull It a 6alvMized M MM??dzee. e. Al Work Nall comply with Lhgxer 25 OF the u214- inlmumn 12'hi SECTION I5B--FIRE 5PR"aZRS or-REQUIRED) 9h ab-.araIn G PMsI bax-: tr:lt breaker ape,r--sw Plush moutad,gatv-Il mid prNs woted nfh el. Tub: M-le.too by Owner/Clint with tempered,elott-prooF Siena.-Ioelrs,mInNFlm 72"high latch. Provide tlypenrl tten card Identl"V'Glrcvlt.. 0. Poo 0.di Ii above or..m Mk t Indicated M Nterlor elevation.. I. 9Lepe:Supply end Install complete fire sprV*Jw eyetem acordNg to the best pratkes of the P. Conduit cable.nfr.: PK presently adopted wltlal Of the N.E.G. A All joints h fhnifelea NFfaue shall be taped and Mlsllea Filtr�"Cement. bMarcs al corners. D. 5roner Encloses: As"lectea bbyu Owner/Client. Size-hdicatea on arprFN:gs nitln LORp-corm 0. Fluorescent tubes and bulb: Full spectrvm 55 K. a Pro/Ida..tot trim at al exposed edges and ON orra Corners. shot Oa glees enc loeur., woTs m M1ght NdVAteG M Nteror elevatlne,minknun-1'1°abov. vPM. N• Reeeeseo Ncedeseent Ilght Fixtures,In the Proximity of attic.unhg K flow NNllptbn shelf be G Hotel trim eMll be Lk*t CO rglly0ard eagse.plumb,level,od true W alone,wewy attaeMd. drain. Franc as selected by OMen'/GIbnL,minkMn 12'M�above drain. I.G.type.-GIOor-Nevlation GOVK. D. Conceal 1% d MIT ar.Gran MOd4 FiI Oht L ed 2. Meterlala ad 9takkr,6 pose I onpound. le. Medicine LabNeta: Mirror door,rote».anted.top at•12'. A tam elan meet all r MmenU D•r Ned cl FFe Mprslgll and/or Ken I. All moterlolle shalt be non and of the some maula4YK far Sol class M getup OF equipment. E. Protect all exposed Hood beams,post,rot ing.etc. P. Water meat-: Ae elected by Owner/Client with pressure/temp-atlr.reI.F valve peed to ��t) 9- in9 Materials shop be listed and Ople-ed by uncernrltor's iawratprise end shah bean the P. All 9ypaum walloowd at the/shower.nclO.urM to blo"tolled In such a ma'rer uet there M.no sxWlar OF Wilding with NwlPelpn pla�k.t with Pal old Gran inn.to pytplGb. Infet011 On minlnMAl agenGbe. Nepectbn IOvel where sWjset Co wen GpprOvol. MOterlole hall meet with the approval OF MI DANIELIANASSOCIATES fu^Face.at o1 alignment Filth adjacent eurfaGes and the true plane of the reall 1•maintained. 16"high*table pf Form at garage. Refer m GCon 15A Far aeditlonal installation requirements. D. 51"InktiI Mods eFall be co eeoleo type rith the head and corVer plate finish the fare as aNl•IM a hdletrlal sale anla all ern bones npyin�uHsdletbn. Materials shell M adjacent_foe b! governing 9 ARCHITECTURE do PLANNING 4. PhMes, B. Kkd-Fixtures and Applkncea: A.selected by Owner/Ghent. ND.F.."WIuried„p-mmufatu n applicable lommm Standards � oa es IlsMa by AN.9.1.,Ul..N.E.MA.ad A R.fK to section ICA For filleh schedule. D. Swiliclr Plans.Shell be anon and fubmitted to the D it"Deportment and Firs,Deportment For 1 Cadlcta-aMII be cotle atls.GOO volt ciasa copper n.prkecl 24'al it's aPpr-01. Submit One(1)set OF plane to Architect nor review far conformance Filth the visual dealer g opp wn length snaring SIXN CORPORATE PARK 4. Ill Harris-, A.selected by Owner/Ghent. mawfatu-errs Wane,mpxwwzn ollonalf viol and sI-. COMuctol fi t- rHWy- B. Meterlalf. concept prior to GomnencinS..ark. not. Denver the ere to the site In wbroke ackagee, see Noes 1..1. type IRVINE,CALIFORNIA g2606 A. 6y--W.Ifbode d and Cetlhg Board: 1/2'thick tMou:�mout Wiese noted othornlee. 5. House Numbers: As selected by Orm-/Client,vlelble and legible From street to meet all l«al code IC If PI-,-feeder co.AKto-cre applause For sNbtitutbn,topper only within Wit ,a d (q4q)474-60.-90 0. byp.un wallboord and Celthg Board, 5/0'th2 fire rated'X'with taped joint.at fin./•amd requirements. ".led,Final comecbans to vie oting equipment shol be copper only one all auminum tea Hall.-detailed Mo at other Fe lb Mo Gelling nher.noted on waning. Provide multiple SECTION Me--HEATING AND AIR CONDITIONING termfhations Mal b.made using o lkyprses'tool a other maulactueri r.comMndatbns. FAX: (114q)474-1422 layer.as detailed,with noes sized acartIVgl 6. MeAb-the A.selected b)Own-/Ghent. Provide Mti-o'We compound on all aluminum ter irotiom. NO aluminum,conductor smaller 4 At ieltNSs: Provdlo 5/eb gy-yT Fiollnoaro wren Mowing fpaNg exceedf 16-O.G.. b�"Arks_ WWYV.0ANIELIAN.COM D.Moisture R-rotMt Wallboard and Gelling Board: Ins.In rot area.-recommended by bypsun 1. FNeplase.As selected by Own-/alert. Menatlen and size-detailed Architect,see d ari I. Scope: L Both-oem receptacle outlets anal be suppled by a minMum of a 20 amparts brooch circuit. Board HOnufactrth- Pr.l Pbricaled metal?VFi ey(Superior,I.GB.O.ER2031) (Me.etle,I.G Bf .Na.ER 4631) (Meatllator, A ° ly.1I to-.tnanp-totor,1.1tol Ols,etc.,Far instollotlon of a Ganpl.s,heOLYp and oN Such LNculte shall hOW no Other Outlet.. Thle GNcvlt may serve mare than One bathroom. G Ext-lor Use: Exterior grans,Nis rated,gypsum sloothhmg,for areas wbject to moisture at Firs NER 353) (Moto,IC.BO.No ER 2518) (Mart N, G.B.O.No.ER43") (FMI.I.G.BO.No.ER 5501)wlth condlfloring system to Operate according W the best practices of the trode Ncludrng,but Mt NEC Art.210-52 O DANIELIAN ASSOCIATES tW4g55LY assemble.-detailed. '.GBO.approved.park arrestor. Spark arrest-shall ba OF non-Nammabls material,12-gouge IFnted m: mechanical units,ducts,registers,LaWOliu.grilles,boots,vat pipes,dopers, M.an All 129-volt skigle phase 15 and 20 arlpKe ree.peacale"tolled In bathroom,garage,basement, P. Hotel corner blood,coming d trim-gaNallz.d ad ranee. minimum me ven w kne» melded or no- mesh or cost Non plate,3/16-mmirnm thic Fifth max Arun?'opening. condWfeo tn ororm,f -,ventilators,relrlgerant If-.,-P,19erart etc. All mot-IOI.,work,etc.,to Outdoors,kitchen counters and not bar sinks shall be b.1.F.l L.. Resell ITS COMN"Left, 0) L-shaped trim at exposed edges typic01. -of-moterbl appr-.d by Fire Marshal nhI.h arrest.tlrning c Icar are sip-" Arneetar.Wolf comply with ail roqur.mente of Oil legally canetltutod public Outhartles loving jurbdlctbn co"I6MT AND on PROPORY (2)Lawler bead at ext-MI Gonera as selected by A+er{Gllent. be vielble for the purposes of molntenoce ord N.peeLio. Dseorotive Ghm-ey cap snrpud shall lea NcluclNg pIl LOunCy and state ordinmeee. Furnish and Vill oil equipment complete MCI Operable. 1. MpM 9.1040: Size per Omer requirement.,200 amp.,5 W Mrvlce N to be"tolled.(v 11y1 RI6NT•IN Tle:E FLANS THESE ♦.ReslbM channel. Provide at fine/.alnd rated Ilo-/celinng9 loe.emblb.M detoled, rN.Ploce monulacturer we 1 CEO.approved. Installation and clear-ol to combv.tible material., V-ly of m:aterlol ad Installation requremente one IMltotore a:line and soli Oeso relies. PLANS AIIE NOT TO BE REVROOVOED K Tope and Cor•poxkd. A.r--no"by 6,j--Board MOnufactur.r far use specified. per mcvwfaeurer fe requirements. Refer to MF-I Ilsting Par energy enrgy reqeme and•m uirnt.. 6. C.bro olvell cMANe®OR coal.IN ANY FORM I. NOIINNQQ: Per U.D.G.,else see dr-Ing.Far*".Of M11Intj reQq Vembnte at shear role Ond Fine/sound B. Provid..1-tomerk membrane moterl la at all mrstra he wer Clone of the Xa memle at A. 9rlteh plate*.covers,ate.: M selected by dwer/Gland. IOtOd asse lies. The Catract0-,at his option,may ue rollboard K e Inron Ibu OF-11.as OR arWr%te nefl.. B. Flxtuf.e� As still ty Omer/Chi-t. OR MAM®*wHATSOCVBt.IFoR ARE followed by the rated assembly end Local toes reGliuirsmsnt. C. Verify that'attic't-ses provde reGlVlrsd GI---Far herizentol FALe. THEY TO Be A551.r1®TO MIY THIRD Dec-atNs lea•Appliances, Shall meet all applicable requirOmOnte For P9o-lo appliances-required 4, Fee System:Smoke detects-e and alarm system shall be hard-nMed Filth battery back-up FARTY wIT FIRST 00-Fies ey the U.MC, ENrual and size-detailed by Architect see draw�M f-tl.d decorative 91. 2. hstalatLon, Pon-od low battery signal Ono"tolled as roqulred by UEG.-Section 510. Dot-tore.hall So "el"55151,FRITTEN PEA•m551p1 GpploGs,by(Sup-lor)(MGrg-)(To-.)(fbatllat-)(Heat-N SIO)ImlOjeetic)shah be U L.approved. A Fu-noes to bs"tolled N atti.OR M 16'high platform at IN"area,OR M ID'high Platt- placed In corrlGLore,edjaeM rooms and sleeping rooms-per monufacturK'.recommendabor-. �LGT ION 9G-RESILIENT FLOORING Clearance m combuetroe Froterdls,".noel-and vent/fl-termination.hot 1-per mcrufacwrer. at.ganoge-roqulred by the U.M.G Detectors shall be placed to cto-proximity m tWiVray nun bedrooms ore located on upper Ia �T OF D WIB IAN requremente. Installation and Inspection shall be by.certified gas hearth appliance specotlst, D. All work W be N Graf-.Area Filth acoustical requirements-noted N actin I report. Flo-. MI detectors shall be interconnected to sound a eimuttonems alarm marble In all.1..PVg ASSOCIATES. I. e^..-ter._. 6 Schedule, 11) M attic lurnece"if comply Filth Section 3fis of the UMC.and the Fattening: ar.m OF the swelling unit. /1. Fuml h end install al resilient Pico"mot-of complete of KMduted. 11) Pr Lee required ce?MGM forduct hark and to combustibles D. al . . 6enerpl Ctroctor till Owner/Client h 0.1I coardate Flooring Subcontract-with Framing and 12)Aov1M mNiminn 30'x9O'attic aGess opening with fullyy wooth.,brpp.d do-Mid poseOgenOy ID. MlotKs. V-ify.11 requirements with governing uLllity...pony. Concrete Controcters to incurs cemeatiblty o1 admeslves and subfloar surface texture.materials PLODR Fill Fill =1_1145 CEILIN6 continuous to the furnace and its corfrds. A 22'x 90"access opening Fully Fe-th-trlppied and arstion. ROOM MATERIAL TEXTURE PAINT TEXTURE PAINT door be used den the largest lece of t can be removed through the It. Electrical Mare and Calcutatlorel Shell b.Mon ore submttea the ElecMk.ol Subcontractor prep Final peel Selo p egvipmen ugh b) pFESSf opening. m the Bulldlncj DlopartmenC for gOprovol. Submit one(1)set m the Architect for review for QP UNq ENTRY CT A9 FLAT AS FLAT O / Iretallatbn: KITCHEN VS xiECTED 56 xiECTED g6 (9)P.-al 2 Fnabtrvc ted.MLFVoue sold NOor paesagenpy ML IeN than 24'Filde not to cOh the Ace nleh tie visual OeeiGr Loncept Elloctrieal SnA�eMtrator elan cooranoU his Ma+ings y4• 9,➢ A. 5llolf-shelf be clan,fr"of dot and pMectly 6 INeI ob smooth. M.BATH CARPET BY 56 BY % exGooa 20'Irom the attic aloes.opening to the Furnace. with the Architects. lW IIRC n 0. 511face.shall be Ned as recommended the nvaw/aWK. (4)Provlae a level working plaVor,30'deep N Front of the antra rirebo%old.or the Furnace MateriPr bbyy TOILET TH V9 CLIENT 56 CLIENT 56 LIAN G.C-.d Fe gee t applied In aceardance rich the more/aWrer'e"truGtbrro. SEC BATH CARPET FL % and to all serviceable c-Vale,Miters.tc. C4829 n D.Go/ea edges at wail. L INS,< CARPET FLAT FLAT No Provide n po the Ste ctural c outlet od.witched nee fixture. LIVING CARPET FLAT FLAT D. NO alterOtlalfe m the stNGgne Mane,r.l VwgrM,connections a rhea-pails MOII be mace .I 'J. MrtKee. FMt ROOM CARPET PLAT FLAT would r-ompromi.e the de.igroe ewctural integrity of such element.nitnout prior wrtten approval 'f A Vhhyy1 Sheetbq M elected Omer/Client. GREAT ROOM CARPET FLAT FLAT From the 3trvcwral Engineer, OF CAL\F� Q AahesNes: Ae reeomn.nd.d by the mMula--of be It-covering DEN CARPET FLAT FLAT E. Fuel WmNg equipment located N garages od:Vet to f=t 01 damage from the normll G. Refer t0 section IOA For 11VIM schedule. STUDY/LID. CARPET FLAT FLAT vehlculan POO,0.11 be protected as Nal-Wa h d-arMSs and-required by U.M.G.. DINING CARPET FLAT FLAT P. Provide high od non cambutition or N-orea•Icle Filth manufacturer'.r.qulren rt.od the U.H4. NOOK 1/5 FLAT MT S. All penetration.of fin.aseembl-shall meet the raquNemente Or the IIEG.-Chapter 1 and /�� MORNING RM. v5 FLAT FLAT SOCtIM 10 . .SECTION'y...ram-TILE HALLS CARPET FLAT FLAT 14. Prpvlse elasWrl membrane motorol.at.11 penetrationo of the voter-S.I.tive menirane at M BED CARPET FLAT FLAT xt-for won.. 5EC.BED CARPET FLAT FLAT e 1. Scope.Fv ml. one d"tall Via,grout manic,mortar.sea- tc.t e comp Work shall shall be DRE55/WARD CARPET FLAT FLAT s. Materials: NO. DATE REVISION LIeM,plumb,level,exc.pt at areas Intended to MOM,true to If-Filth Consistent joint.. SERVICE CE VS 56 TAPED 56 TAF2D % A. Ducts: Constructed."Called end Insulated per Chapter 6,U.H.L.. D. Damper.. Pravle.Approved automatic rise Gamper.Or minimum 26 CJO1�]..Orr-Ind ro I.Wrt '2. Stada all All Fork and mioterlaft shell meet the latest eattlen perfor *standard*a metal materbl rlth-.failedges at all ducbx-k perotrOting Fire r, d rolls.llama or Ceding. the"Tile COurfa I of America'-TCA. Note:^hpnges m Neer mania shell occur at the c-torlFb of rim Poor betwa-adjacent rooms.uhllose as requveto and anon..by tre U.H.G.. All rim systems-raivatlng air frail the building envelope !. Mrta11C1an: Oeotee other-On plan. to the outside Non b,Provided pith bacel dampers. A 7110 M Floor,Nab M Flood Framed Ngl1 be"taped per the Tile Calncll of Am.r ao standard*. Legend 4. Cfotarlatidme and Dramhge: Contractor to supply od submit to the B.I1dhg Department,-I-Iotlers / 0. Install mild set tie at taunters,nob and Newere per the Tile COUnc11 at Americo swrolorm KOT•Knock Dorn Texture C7 •Ceramic Tile Mid orcil for approval • nit I set to the Mcnit-t Fa-ion f-.-P-mane,with the visual G. provide FiGterp'oi,P membrane beneath Via env-war resistant backma board as--mereea VS .Gusnloned V"I 5Meting OPT•q-Mgs Psel rexWrs de.igt c-.at armor to<OmmenGlnq work. Equipment chant comply with etote energy requlrementfe Ind \ by marvlatuer old GerpmiG The ImCIWte and Tile Gamcll OF Americas Oe at Olt aeon 55 .5.m.-Gloss SAT Sproyee Adou.[.cal T". elficency. Duct work"F'voue tiiI also colt nntn state energy roquiremenCe. abject t0 mal.ture and Neater'le.,alb!/.h rs'.aws T.xtr1:LkSmt(LT)Medium(M)ro"(H) D. Provide P-ICNe slope at file .at.Fi In Mowers and at PLoar Wrards hoar al r_ R.f-m Seaton IOA For rkllei schedule. SECTION 15A-PLUMBING SECTION I6A-ELECTRICAL A. Materials, A. Tile and grout as selected by Abner/Client. B. ReFK to,Section IOA far finish schedule I Scope. 1 1Ot r,transportation metal etc.,nor Instalai r of c lets g*y. 1 A. I Of labor,Vorsoortot-materials.eta.,far"talation o1 let..1-frI l s tem to 5F%TCMED y aI p o p plumbs tam m y 6OmP ya L16HT Operate aceOrdln�t0 the best pprrac Llesfe OF the trade Md Mcluding but rot Im:teo W fixture.,hot Operate according m the best groetlIces of the trade and Including tut net IMited m. Fix-.., PROJECT TITLE led cold water ppNg,exhaust F uss,cembv.tl-air,Sae piping,log il¢ter•,Over.coif MO vent appliances,wirhg nitches Outlets,tell islM jerks,s r,vG ,gaud*temporary pow-,ju nctIM W-TION AE-TAINTING AND FINISHING PmPr ,Mt noter heaters,pips rlfevletiom meters,volvee,vault.,ate. }I mat-lab,nak,sec.,m be..s,...Nlt,wb-pMe Is,.tc. All nark,materials,etc,to comply rith all requirements of of comply.1O e11 requirements of PII iegally cO-tlwt.a public aRhMltle."I juladictlM Including legally caretIl cutn-Itle.having jul,w,tlon including all County and State Ordinances. Furnish /��/�'O al courty altl state OrOlnaKs.. Furni*h old N.tafl plumbing work Gampl.te and Op.rabll,including we retail electrical FiOrk Gomplete ond operable. verily all material and"follotbn �L v 1. SWIPP,Provide pofnthg Work-tdkated and specled,complete Including PreparatlM of surfaa- trenching and backflllinS. verily all moCKlol ad"mllatlM regvlrenbnts e+a Ilmltatloe of fire "aI lrom.rnt9 and IlmICOtio•s at 1VS Ond sound ease. 10% 20'MAXIMIM over than these that are factory primed. and sound-feeTblbe. B. Prevlde efa•tom-k mor-ware,metal at all penevotbrn of the nOter-rosiatIve m.rrAXae FRQF�ACGE55 •A CO. Pr ovlde.1-tomerl.-m-ane materials per dgi lb and Se.tion in, at exterior waifs. , Each".Zl . PrOVkb elpstamerld memlXMe materfole at all penstrotion.of CM water+esletive membrae at A Each coat shall W unllornnly Opened,MII beached nit and fr"of brush m mks.wins,cog.ar sicps exterior rolls. 2. 5Landarda. 30'FIORKIf/b e. Point finish-shall be Gvt sho"ply m INlo. Prote.t adjacent serfa.... A. Electrical services: Underground. SPACE AT G. Mx Md apply paint and eta"N accordance rlth w naOFatrKro"Lrvctb.-. 2. Iromllatbn: D. w-k OM equipment elan be h OGcardance With the bast practices or the trade and Gondar.m I � TRACT# 24383 D.hardware for bs masked M removse prior to PaNeMdg a stalnNS. A. Roughing-m shall be completed.tested and"peeted as roquo-ed by.ode before elofll with al toeal go,-"agencies E. 51lbCMtractar will bI r.epa»ble Far ay dannaq.mew ing Iron aversprcy,and fair.II ne.essary tar work. C. Material.and equipment Mall bo U.L.cper-cf, Gls -gl B. Opens N Mo",end NttNT Mall be covK.d Ow construction. D.Cerro.i-prop-ties at-11: Fallen ell recormendata-N the Final Soft.Report Far all P. Semi-gloss point m tubs roller a bevel applied. L. Provide calla bra king Far eecwI7_}Ntues. All�f IxtuM to be se Owing level. mat-Lola placed wlthN M FI proximity of oaf l M neeessarly. 'I 9. Ind OP sirlaew, D. Provide cI.-te,at ends of all TFNa MO where required by.odes. E. Should o.MNkt OrIN bot...I Iris se.cIFI-I'lon the MawMas M MoMK eleetrlrAl epeeiheatle n a E. Capper tubng of be fully Mooted t0 Fittings issued as a part of these documents.the more stringent snalf prNal1. 24•MUpE A. Sumac-Nell be.land and ay ad h suitobt.LOMIlM far?~specified. Remove all all, P. Black Iron old Nanized steel . into shall be made rIth oval e,thread compound PROVIDE POSITIVE PROJECT N0. OI002 foes,bond treat agents,all mill scale and efflorescence. qo pip jo cope P'P ommV SOLID gg in9 age^ 6. Provide ewu[-orf valve.at each Ilxtus. s. MetoltobM: ELECTRICAL DI9GONNEG7 FLIP w Grak•,hi lM,and knots shall be wilco,.Pneed emeoth,nod healed. Fbcd a-Paces,except resawl H. Provide condensate line at each FA1).Iaaton. Proud.or".se-cla-y condensate IIne to A. Prenvl-"Perot.CNCWU each Far di hasher garbajs d Poise ,reMgrota,rasher Myer, AND A CONVIENGE OV LET Woad,shell be val perfectly smooth, 5onding dust shell be completely removed. an approved drolno9e receptacle at attic F.Al.lacatlone. FAA).orb mlcronOve oven. w1THH 25'OF FURNACE 90'x90' 16ENERAL Trim one Ofhen INbh Work MOI1 be back�alntetl Prl-m Irst011otbn,te minlmlSe ucanelstenC I Prowl-cold water line ep refrlgerotpr spas In rsusaed box o h Cabinet ImmeelaCely odjaent B. 5witcMo wtlete Mall be?bC. A�Egg to refrigerator spas. CBothraa,MG ServIG1 Roan Fats: WereP-'tted ode.enitchfade s/partely MOT I t. OPENING Hate al piping from structure Fifth ib-podding and at all penetratlars rith.Imtic Loulking ar Providlo exhaust ran at areas Filth tub•ehowe-nod IWWlfe with mNlnNn live completeono4. Materials. w"'tchanges per hair where Mturol venLlouon aoes rot«Gu. At croes with bvotoles old SWITCH LOCATEDA. SvIonit let OF materials and TOn/Fatu-eel/-Auer/Client and Archltacts revew. K. All v-ts CO load t0 outside air,Fih-.Passel.,lace"all loop vents to rear side or ridges, tolleEs where---'vLllotlM does net occur provide a recIrculatNg FM Per cam AT OR NEAR ACLE55 All matron*shall be d.11red to the►ite In sealed onlShemovf 'or.containers, Vent.m torml-te.llnlmun of 3'-0"from wroari. ratlyr-ent.min--exh-t Ind m out.de air preferred. All..host vents m lead to Stein Moll be mMulatu,i W'Olympic SOON'ar a OrFw/Ghent elected syabtlWte. L. All horizortal ADB.piping Nall be burg with approved hangers at 4'-0'on Center minimum and out.iee air old be 3'-0'minimum Irpm My opening per SectlM1209.9 U.BGPaint as elected by Order/ Rent. epaed to permit.pMslM a d corvactiM wlthat hitting adjoining pip.. vertical plplrq shall lx 17. All fixture.Outlets,receptaclefe etc..penetrating rees-soli-Nell be rated.and"felled !. Gelds. To be etectea Che Architect,r.IK te colts schecLl. supportive at D'-0'-center with rwought stet'U'strops sec✓sly 1-Caned to wIdI g home. to meet pe requirement.of CM UB.G.-Chapter 1. Outlet bax-M appOslte sides of Fire bJ M. Pravda Pir Ghpntapro at lavatory alMnaeher and LIONes noeher eat-connections. Set vertically Oe.eMaly wall.Moll be sepanOt.d by a h0-izortal distance o1 at least 24' 6 15rterbr Paint ad 5tanhq ace class to Itxtu'e-pOssrole. E. All equipment"Called outacor and exposed to neOther shall be neciOherprooP. ATTIC, FURNACE akJ N. Provide 3/4"tee fa Irngptto at mach shut-oF1. P. Provos grand fount circuit Nterruptere,6 F.G.I.,at all bath.,garages,outdoor and met area .�f}. A Exterior exposed.antra and ma.ort� Trio coots mace rry point. O. Prov lde war heat--lemic r-trOlnts. Strcpplrg eh ll be at point.within the upper on.-thNd outlets,as we11 a within 6'of kitchen sink. NO 1 �S B. Ext-IOr wood,rclutirg sidhg 9--j.doors,-11",fel.xp-.d beams,all trim,et- trip Md lower one-third of Its Vertical dimensions. At the lowor point,a minimum distance OF 4'MOII 6. Proulde Ion voltage ate out For hpuee numbers if local code requires 111W tro lM. NTrJ' -t.. be-Wined above the controls pith the stropping-requred by the UP C.In seismic zen-3 H. Kitchen nod wtMoom lighting MOII be M accordance with-.199 mandatary requirement.. G.Exposed metal,including vent pee.,exhaust v acts,hooting ad Or condfti:rfing units,Strife,loll., ao 4 only. I. Each ccmd.tor OF every eye inn shall"Permanently tagged In compliance nith O.9Ni.. two coots a Pohl over one coat OF Primer. Cola to match oa)alont curfoes. P. Provide nCW hooter nith eesureRe y r All s d s a trim m be same col-ace face. pr mp llet- relief value.Tor pan and train the PIP.d to N. S mtterm d)ot moll of M EMT and lretalleal caofflof Color a rr11qIh tx�n9s With thle Wlohlo - No thvnxP�ea of Mo11 be acceptable exterior OF end Wlldinge t garage"mllOt'�on wet-heater Mall be M O minimum 18 high pan � S Fig ep etai Platform. walls. IF viewed by the Public pplM m TP[Gn sum/ace m nWnlGh It b otfahOd. P. SyAxMtratar shall foal all fix sides a al coos. O. Fuel burning equtpment local N garages end w761;to mechanical damage Prom the normal K Th..-let.electrical system shell b.younded N act-dace nth the presently adopted �. Stucco accent per Architect cOlar schedi Vehicular path Mall be protected M Ndl-tied In -Ing.Ma-required by the V.MC- Poll of the N.E.G.,All 250. tut TM r.W-of coats noted oben shall I-considered minMlm. Apply additional coat.IF roqured R. No"W"t'ame m the 1t-t-.[Mime,a phra Jn�.L--.tl-ar shear pools shall be mods L Penetrations to Pre-rated material.shall be r-t-ed t.equal ratln9-'TV d by local t0 p-wids Full nod even Gov-age tlrovoh" nhkh-to aompr-lo.the designed atru,il Integrity Of Hoch eem.nts ritbut Prior written e^Fa.ing agency. Fiore-01 as mMvf«Wired by Nebo Eiectrl.Or AMr/C.fat erected PROVIDE 9Y'kT-Ll6Nr I. FVl yl col and prime al Gut ends of=.d-b-In contact rlth other wood meMroro. approval Fran the Structural EEnngqineer, subfeClWte All eledtrkol sy.tam cM�dlctare eMll be Installed N approves raenayl. AFID REGEPfALLE B. All per.tratlan•a fire oa.emblTes.hall meet the requremente of the V.B.G.-Chapter 1. Provide NM-metallic,aheahed cane"Rowe."i.not approved 1-Penetrates of Fire rated aeeembibs. 7. ltltebr PaYtYlq ad PNMha1g' el-tomerk.emend.mot-ions pL Ol penevetions of the noterw-stivs bMnler of exterior M. Use,only Gampsitert and•kll.d personnel nod pert-m all nark NCNBmL]oeethetk PO we/w ORIGINAL DATE: A. U Ifrn,ge-Mblle: Halle e1.clul ed mecFarIcal aspects to standards consistent will ve bap[prattles.a the trod.. (1) Kitchen,rooW.bothroams ad Interior service rooms, One coat caner Mid one coot R All.OnWI only Nfemllations shall have a pull wVe Or rope. O !1 200 f.mll idea enamel,Wiese hated athernle. S. Materials. 0. No altKalae to end fit-turol frorrle,dicPa cigme,con-toref-she"peels.hall to made JAN V (2)MI other rooms: One .at ewer and One L.at Not pant,loin-.-too ath-nine. A CO-rive properties of so11: Follai off recOmmendatlOrs in tie fines Soils Report far oil Fil would GOlrramle.the designed strVGtur.1 Integrity of without prtar such Feements-Ittsn E B. F'lardleves/Closets: Finish-speclt.d Far aaj%hing room,except K.Mrg. moterob Placed with.ar n proximity of salt-n.eese approval from the Struct cvl Egine-. FOR P MIT ISSU4&CE G. DoaD,lr_,woad base.Ne cleats: One coat FrIner,orb..at eemi-gloss sm-I. B. Fbste and sell pipe: SerVlce wen t.c-t Iron ro-nob DIIr.t floor of a t-,t Wit,A.B.B. P. Provide eI., -k membrane material.at a/ponetrottOnp of the natKY-let"membrane at D.Soh ode eebF+ets: One..at 1MGI her,one coat Win,two epee.1a °� F1710C1fJ0 50077 rAZE S&ASSOCIATES,INC. g• ng-a aver n.IN A.B S.solvent all Other are- .xterl-wails. E. 9mm Too.-ad hand ralikge,wood.lop.eta. One-at sending cola.One.Oat»toil,Ire C. vitrified cloy pipe. First grade,..It glazed;Conform ntth A.S.T.M.615;outside and within 5'-0' SPACE coat lacquer. of building, 4. I etalplet Mefghlf, All heights giver,Me m bottom of nxture,ar outlet. Wlghte m most all _. PV COTE P. Pahl grade cdeNeU,ndINM,wOOd Gdpo III Ore coot-IK and die coot t eml-gloss.-1. D. GI.MOuts: AGGOrn M OrN.r/LIKt selected s bstitute. opphlool.die-led/ac.-ropey r.qulVement.. These plan.have be reviewed fora h O. Hofal cola-: Prim. to •acme-adjacent sWacee. E. DOme.Cic noter I I T "L'a'K'c.we,[lion below Ode gnat►lab-v-IF Ith ell A Exteror 11grt flNWres to ba•l2'Mom/Mind Iloar-unless noted plrsrrA- 9d.ID AC M. LlxnlnOne C.II nee-see ar.m to pointed wroth one(U coat sealer Gild ons(U Gant white enamel PPS �p Fingg 9' y n P1 ^mrFm+li cable Codes an r Ina nca. AuthorizaiiOn is 1n9 P comp.tfls lC�y;.11 other coPP-tubing shall be Type'Arlo Flttirige-nrauq+t copper ar cost bronze. D. Typical re Outlets m ba.12'From ful Pi- LEf MAN 24'WIDE TO FtRNAGE NOT TO hereh high g1Oaa" Use no-I.ad-lose. A Typicon roll snitch"to ba.96'/ram I'll floor 2O, F granted pi . Ie a age C.a permit pending 1. Afl expeeed Merbr nood boame m be patented m notch"fl M wild smN Onner/Chart. D. lV»ve-count-ovtlsU at Wtchsn to be.44'from FNIM Floor _.._... - approval bV ell applica r Cily agencies. 4 Refer m Section CIA Far Wish fehoot le. OK P. Dielectric I-I.Wram Eq-Type'FX','FB'a'6X'dielectric unto-. IC The rtxmber of coats noted above Nell be eforeldered mhh.an, foaOtlOn01 coots If required 6. Vert plpIrl A55 02661-60, E. Above-aOunt-Outlets at both m tie.90"from/Nino floor The issue nca or 4 APPy 4u N. Vayse,elope.e1ocW. Mtl-scaahg clew-and tutu vain-are required per U.P.G.Chicago M P. F'kall outlet f-rage hoof m bs•l0'From fNiM NOM 90'xs0'MNIFt1M gm ,Ion of yermlt bated on m prov de NII and oven coverage tMoughout. Owner/Client selected substitute. 6. Smoke 4t-t-.to-ted p-mouFawr-s requlrome to ACCESS OPENING aFnproval of Ihese ill lPFF"IlDA�t he consl' to 1. Roof floti gee Section 1B. N. Do-Chime.located within 12'of eellhg __.. perms n approve a �nl;Iimn ill the 4 Fixtures and Flt . See Section CIA. I, Push butters to be.%'fr-INbh filar aoAus a. Fir 1-n- • } IL Pravlae r FNNNF.Paeet bax at...he,. Rrovid.Pan and train INe m a.told.at noon PIGGr L Above-calter Outlets at lVen ar other miscellaneous,eMtM m be.44'Prom"n"Floor .lm.lhnrity In v�:,l:n t:,r : , n•6.1 '\y'i•.`a�,�'i rmi.l tJ a ni iatlome K Outlets at serval are-to be•40'from flniM floor r j(1 L Dra". Sized-r.qured. Provide ovrPIOM-Indicated M aronFgs and-sec-f- L. Thermostats to be at.60'Pram fimM floor M. AN Grangers at.ail and a Madero.NnP11 ba%-inch-log,one pip•size IarSer thM header. M. won outlet f-mlGrowov./r=hood m be•l0'Mom fend Floor,Nan they acu- SHEET NO. IndNevol chambers."If b.16 Inches IMS,.ns,pipe size larger than branch to fixture. R Lir�t bars V bathraame to be.54'Pr-Finish/fp-,whim they OGGur AXO FURNACE G_5 . N. rioter hootero Mall confon,m energy regulations and shall to GEL Ilsted. O, =licts m be•6'above fell board,When they occur P. R.F-Ep Landscape deenhgs Ind ail common area wails and o~w fighting suYWndlhg NT5 dam. CERTIFICATES OF COMPLIANCE CERTIFICATE OF COMPLIANCE, RESI➢ENTIAL P.pf 1 CF-1R CERTIFICATE 6 CO(PL IANCE, RESI DEHTI AL Pnp„1 CF-IR LE'R�:�F.t.�c�c>�.�. �::::zzREclN=tom=z:�zez:zzz:::..wz:zzz::zz:.:... ''�• �x y .....................................................:loss. ...........z..... ...azz...asz..=s=z=zzz.z====`===a=.zz....z.s.zz..z=er.az. z..z.zr.zz..=o. ` z Pro t iltle. Plan 3/Pion 3 w/Options Date..01/22/O1 13,46,SD ProJtct TI[Ir....... Plan 2/Plan 2 r/oPf ice De4t..01/22/0I 13,32,30 ProJtct Title.......... Plan 1/P I.n 1 r/C.si 4O Date. Ol/22/-----01 25,27 de( Jec -sonar ProJec4 Address........ Volterra IS swwfrww ____________________ _ Pro fCt Adtlrfss........ VO lttrrn 17 -nines__ _____________________ Prb fCt Adtlrlss........ Volfrna II ______-_____________ , x-< J J Loke Elslnpn•f v5.to. I _�_�________ 1 L.k!Elsinore wv5,low 1 I lake Eta,more wv5.low 1 1 OAA _________________ ----------- Dotuntnt.tlon Author. S.m ft more foes--- I Bui lding PerMll N 1 -.....� Documentation Author.' Mer MCI— G ....... i KTTTi np Permit N 1 Do ument.tl an Author... So.Mnlmora fwwewq 1 BuI Itl IYmg Pernit N I HerltppCe Energy Fr`a+P 1 --_-�-- 1 '�'OY moot ---- I - Her htag.Energy Group 1 ----- 1 13373 earranta Pkry, Su F-I01 I Plnn Check/Dnte 1 ppee _____________ ________�__ _.. 15375 D........key, Suite F-101 I Plan Check/Dote 1 15375 B.rranw Pkwy, Suite F-101 1 Plan Check Date 1 IrvIM, CA 92618 1 1 l rvirlr, CA 92618 I I Iry lnt, CA 926Is I I --------------- ---------------- ---------------- 949-JB9-J221 1 flrltl Check/Dole 919E789-7221 I Fltltl Check/Dale 1 949-789-7221 1 Field Check/Dptr I Climate Z............ 10 --------------------- C h int.Zone.........., 10 -------------------- Climate Z°ns........... 10 -------------------- Compllancr Method...... MICR�ASS v3:IO Fa^ 1998 Standards by EnercomP. Ines WAN Complhonce w[nsotl...... MICROPAS3 v5.10 Far 199E St.ndortls by Enercenp, Inc Camp Inner Mrthed..... MICROPASS v5.IO For 1998 Standards by Enerconp, Inc. =:cc-----cc:sa:ccc=z=zz:z:z:zz.czz-zz:zzz=z=zczc.czczcccccc...ca.= .......=...z..=.=...=:=z.==..._..... M]CROPASS v3.10 flle-2I013MA1 Ith-It PrOgr.m-FORN LF-1R I 1 MILROPASS v3.10 File-21013r-H Vt.g. EmwS92 Progran-FORM CF-IR I 1 MICROPASS v5.10 Fllt-210131n21 Vth-CTZIergy roupron-FORM CF-1R I User--MP0940 User-Heritage Energy Group Run- I IS , is - 1 User--MP0940 User-Herttapr Energy Group Run- 1 1 UsrrN-MP0940 User-Meritapt Entrpy Group Run- I GENERAL INFORMATION - GENERAL INFORMATION - GENERAL INFORMATION Conditioned Floor Arf. 2903 sf/3121 sf TITLE24ENERGYCON5l1LTANM ___________________ s ___________________ Contll tlonetl Floor Area..... 3512 sf/3906 f Contll tl ontd Floor Arens.... 3262 sf/3482 sf Building Type .............. Slnple Family Detached BuI Id In T ....... SI It Family Dftoched Building Type.............. Slrplt F.nll Detached Construction TypplI......... New B YPn ng Y Y Built tling Front OrlM1011Om. C.rtllmol -N,E.S,Y Construction Type......... New Construction Type......... New Numer of Dre 111 ng Units... 1 Building Front Orientation. Cardlmol -N,E,S,V But td l np Front Or t entat l on. Card imam -N,E,S,V Humber of Stories.......... 2 Nunber, f Dwelling Units... 1 Nunlbtr of Dwelling Units... I Floor Constructl.m Type.... Slab On Grade 15375 Barranea Pkwy. Number of Stories,. ....... 2 Number of Stories.......... 2 Glnzlnp PerceM.yr......... 19.8 X of Fiber area Floor Construction Type.... Slab On Grade Floor Construction Type.... Slob On Gentle Average Glnztng U-value.... 0.77 Btu/hr-sf-F Suite F-101 Glnzlnp Pe rit.ge......... 16.9 X of Floor area Glaz+ep Prrcentagr......... 16.0 Y.of floor airs Average Glazing SMGC....... 0.7 Aver.pw Glazing U-value.... 0.76 Btu/hr-sf-F Arernpr Gl.z lip U-value.... 0.77 Btu/hr-sf-F Av#rape Ctlllrg Hrl pit..... 9.1 ft Avtropr Glazing SHGC....... O.71 Avrrag.Glazing SHGC....... 0.71 BUILDING SHELL INSULATION Irvine CA 9261$ Average Cei limp Height..... 10 ft Avrr.ge Ce ding S.+pht..... 9.5 ft _________________________ ) BUILDING SHELL INSULATION BUILDING SHELL INSULATION Component Fr.ne C.V icy-Sheathing TOtoI Assembly ------------------------- ------------------------- Type Type R-value R-„alms R-value U-vnlw L-tlon/C.lements T:949-789-722 1 ----------------------------------------------------------------------- Component Frame Cavity Sheathing Total Assembly Canponent Fram. Cavity Sheathing Total Assembly yell Wood R-13- R-n/a R-13 0.088 F: 949-789-7222 Type Type R-value R-valu R-value U-vp lue Locntl On/Col.+lnts Type Typo R-value R-v.i.e R-value U-value Loc.tlon/Comments Val: Woetl R-133 R-n/. R-l3 0.081 _________________________________________________ ________________________ ______-SASS__________-____________ -------____________________________-_ _ _ Watt Wood R-13 R-n/a R-13 0,088 YOII Voed R-13 R-n/. R�3 0:088 Roof Yootl R 38 R n/O R 38 0.025 Y.11 Wood R-13 R-n/. R-13 0.081 Zp YOod R-13 R-n/a R-13 O.OeI Floor Wood R-13 R-n/O R-13 0.046 RaOF Wood R-38 R-n/n R-38 0.029 Roof We R-3B R-Na R-3B 0.029 Door Metal R-0 R-n/a R-0 0.760 Floor Wood R-13 R-n/. R-13 0.046 Floor Yootl R-13 R-r✓. R-13 0.046 SlnbEdgf None R-0 R-n/a F2c0.760 Door Metal R-0 R-n/O R-0 0.330' Door Metal R-0 R-nta R-O 0.330 SlabEtlpe Nont R-0 R-n/a F2c0,510 S iabEdge None R-O R-n/O Fe.0.760 S1.bEdge No R-0 R-n/O F2.0.761) FENESTRATION Over- SlabEdDe No R-0 R-n/. F2.0,510 SI.bEdge None R-0 R-n/a r2.0.510 Are. U- Interior Exterior )Tong/ - - - - -- - - FENESTRATION FENESTRATION Or lentatlorl (if) Value SHGC Shad l m0 Sh.dIng Fins ------------ ____________ ___---------------_____-----_______________--___---------------___ Over- DV.r- Door Hack (S) 104.0 0.850 0.700 Stantlartl St.ndnrd Yes area U- Inter lei Exterior hang/ Area U- Interior Exttrfor hang/ Windor Back IS) II3 C0 0.750 0.700 Roller Shad. Standard Yes Orlentotlol _-_____(of) Value SHGC Shade np SASS_Shading SFAS--Flns all clef value SHGC Shndinp___----Shading ---- Fins Fins- Rohe......required at C3-5050,2-2050.5050,4050 _____ ______ ________________ ________ ____________________----------______------__ Window Back (S> J3.0 0.J30 0.700$taM¢rtl Standard Nonv Door Hock (S) 40.0 0 830 0 700 Standard Stantlard None Door BncN CS> 88 0 0.850 0.70o Standartl Standard Yrs Vendor RIpMt C10 25.0 0.720 0.730 Standard St.ncl.rd None Vlntlor Back (S) 75.0 0.750 0.700 Standard Standard NOre Door Back CS) 64.0 0.850 0.700 Standard Standard None Window Right(V) 52.0 0.750 0.700 RollerShade SkOrdnrtl None r Window Hack (S> 57.0 0.750 0.700 Standard Stantlard Yes Vintloe Back CS) 26.0 0.720 0.730 Standard Stantlartl Yet; Windor RIph4(10 16.5 0.750 0.700 Rollri-Shade Standard Y.. �`sswusl�' Door Back (S) 33.5 0.850 0.700 Standard Stantlard Yrs vindow Bnck (S> 50.0 0.750 0.700 Standard Stantlartl None Rottrshndes equlred aF C2-2550,5050,3056] ' Door Right(W) 40.0 0,.50 0.700 Standard Stantlard Yes While. Bnck (S) 43.5 0.750 0.700 Standartl Standard Trs Window Right(V) 6.0 0.750 0.700 Standard Standard yes l Ylndor Right IW) 96.0 0.750 0.700 Standard St.md.rtl Yes Vendor Rlpht(V) 30.0 0.720 0.730 Stantlard Standard None ➢oar From IN 48.0 0.850 0.700 Standard Stallard Yee r T 1 I Vino Right(V) 25.0 0.750 0.700 Standard St.rdOrd NOre Vendor Right 1Y) 47.0 0.750 0.700 Standard St mallard Nonf Window Front(N) 24.0 0.720 0.730 Stantlard Standard Yee rW�1 I Wind.. Front(N) 42.0 0.720 0.730 Standard Stantlartl Yes Vindoe Right(W) 36.0 0.150 0.7.0 Standard St.md.rd Tes Window Front IN) 8.0 0.720 0.730 Standard Standard None i Window Front(ID 18.0 0.750 0,700 Standard Standard None Vino.- Freert(No 30.0 0.720 0.730 Standartl Standartl Y" Wlntlor Front IN) 15.0 0.750 0.700 Stantlartl Stadard None Vintlow Left (E) 60.3 0.720 Q 730 Stantlard Stantlartl Yes Vendor Front(N> 36.0 0.750 0.700 Standard Standard Yew Window Front(N) 20.0 0.750 0.700 Standartl St.ndard Yes I Window Left (E) 90.0 0.750 0.700 Standard St.nd.rd None Vintlow Front(N) 411 0 0.750 0.700 Standard Stantlartl Nola Window Left (E) 10.0 0.720 0.730 Standard Standard None Ili mdow Left (E) 15.0 0.750 0.700 Standard Stantlartl Yes Wlndcr Left (E) 7.0 0.720 0.730 Standard Stand rd Non. Window Ltft (E) 75.5 0.750 0.700 Stantlard Standard None The Follorinp U-Vlluts are for dual pone net.! fr.med Ylntlew Left (E> 12.0 0.750 0.700 Standard Standard Nont Door Left <E) 20.0 0.850 0.700 Standartl Standard Yes Fenestrot ion Operab In.75,FI wed 0.72,Door.0,85 W piles Left (E> 38.0 0.750 0.700 Standard Standartl- Yes Window Left CC) 6.0 0.750 0.700 Standard standard Yes Thr fo(lorinD U-Vllues...for duel pant net.! fr.-d The foe Icrl n0 U-V.1 ues a For dual pan#metal framed CERTIFICATE Di COMPLIANCE, RESIDENTIAL P.pt 2 CF-1R Fenestrntlom Optr.b It.75i Fi xed 0.72,Doors 0.85 Fenestra4Io 0p-able,.75i F1-cl 0.72,Doors 0.85 Project Title.......... Plan 3/Plan 3./options Date..01/22/01 11 46,50 CERTIFICATE OF COMPLIANCE, RESIDENTIAL Pape 2 CF-IR v _________:......z....=.._:__._...______:.........._.....__.____= CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 2 CF-IR ProJtct Tl tie......:... Plan 1/Plan 1 ./cos site Dptt:.Ol/22/O1 l3,23,27 Area Protect Title.......... Plan 2/Plan 2 w/office Do 13.32.30 zzzzzzzsezcz=cccc.cczz:cczzzczzzzzz:zezzzcszzzccccccc:ccccccc.zzczczczczzz25-27 Stab Type Cif) .:.c:....=z.=..................z==..._.........:...............c...:=_:.._._... SLAB SURFACES ______________________ SLAB SURFACES Stantlartl Slab 1819 HVAC SYSTEMS AHa Slab Type (ff) T Minimum Duct Duct--Tested.-t ACCA Thermostat Slab Type (sf) ______________________ V Equl t T Efficient LOCOH°n R-value Leakage Manuel D T ------------- pnen ype Y YPe Standard --'--- Stantlartl Stab 1429/218 ________________ _______________________________ _________ ________________ Stantlartl Slab 1616 HVAC SYSTEMS furnace 0.900 AFUE Attic R-4.2 No NO Sttba[k HVAC SYSTEMS __---------- A CSpllt 10.00 SEER Attic R-4.2 No No Setback ------------ Minimum Duct Duct Tested Duct ACCA Thermostat Furn.C. 0.800 AFUE Attic R-4.2 No No Setback Minimum D-Ct Duct Tested Duct- ACCA Thermeftnt Equipment Type Efficiency Location R-wlut Leakage Manual D Type ACSpllt 10.00 SEER 4t4lc R-1.2 NO No Setback Equipment Type Eff lc limey Location R-va fur Lepknpe Manual D Typ# _------____-_________________________ ________________ 1st Plr.Him,...Hire in Load 46,555 Btuh --- --------------- ____ _______________ ___________ ________ ________________ 0 'ce AFUE-- -------- Furnnct 0.800 AFUE Attic R-{.2 No No Setback Cooling Load 34,962(Senslble),41,9348,0711) Purnait 0..00 AFUE Attic R-1,2 No NO Setback ACSpllt 10.00 SEER Attic R-4.2 NO NO Setback too w/mflta� Mlnlnun Meat lap Load IB,071 Buis ACSpllt 10.00 SEER Attic R-4.2 No NO Setback Furnnet 0.800 AFUE Attic R-4.2 NO No Setback Lu� Cooling Load 39,736(Senslble),47,683(Total) FurnnCe 0.800 AFUE Attic R-4.2 No No Setback ACSpllt I0.00 SEER Attic R-4.2 No No Setback ACSpllt 10.00 SEER Attic R-4.2 No NO Setback HPPackegt 6.60 HSPF AttiC R-4.2 No No Setback 2ntl Fir.Minimum Heot lag Load, 24,355 Btuh eft FIr.Mammon Meotinp Load, 38,340 Htuh AC$plit 10.00 SEER Attic R-4.2 No No Setback Cooling Load 19,3 71(Sen.Ible),23,249(Tota l) Cooling Lead 27,522(Sensible),33,027(TotN) 1st`Ir."in imum NlnIt ng Lo.m 34,940 Btuh 2ntl r/bonus MI anon Hooting Load, 27,842 Htuh Cooling Lee d 24,042(Senslblr),28,850(Totat) Cooling Load 23,486(Senslble),28,183(Total) Ist Fir./Offlcs, Mlnlnun H..tlnp0 Load, 44,489 Btuh ^ Note, the loptls shown ore only on#of<hr cr Ifni la osfrct irp she se lectirnl of Cooling Load 31,950(Smslble),38,3{0(TotaU 2ntl Fir.MIn I-Meoti np Load 24,606 8tuh 'wwtwn, HVAC pul omens. Other relevant des 1pn factors such as air flow requirements, 2ntl Fir.Mlnlnun Meeting Load, 26,219 Btuh Cooling Lotus 22,334(Senslb le),26,801(To<o 1) Outdoor dlslpn tfnperaturts, toll sizing, availability of equipment, overslZln. Cool Ing Load 22,54H(Sensl le le),27,o57(Tota1) CoiltOr Mlnlnrin MtOt lap Load 8,389 Btuh snfrty m.rp ln, etc, must also be cons l deretl, It Is the HVAC designer's Cool Ing Load 5,601<So..71.e),6,721(Tot.l) e.ponsiblilty to Con.lder all factors hen se lr[Slnp the HVAC equipment. That No The leods shown are only one of the crlttrin affect Ina the selection o� Individual Is required to provide Forn CF-6R, on Installation Certificate, HVAC equipment. Other relevant des ign factors such Os.11 flow rrqul rrnents, Note The leas shorn are only one of the criteria affect In the se toCtlon of .hl ch must be Posted .4 the bUl ltllnp site prior to Ifsu.nce of the occupancy Cut design trmper°tW'fs, toll sizing, avnllfbl lity of equipment, Overfl Zing HVAC equipment. Other rrlevent design factors such as air FIas reQu l....nts. O permit. Thr CF-6R IL not requ lr[d For permit submittal, It It In!lntlftl to safety margin. etc., oust also be C.msldrred. It I.the HVAC drsipnlr'. Outdoor tleflgn tlmperptures, Coll flZ Ing, pVallabt li4y of equipment, Oversl,ing Insure Installatl On Of equipment that nests the efFlcl ency requirements of 4ht respons lbl illy to conslder all ioctnrs hen plrct lap the HVAC equipment. That safety n�rpl X. oust Olso be cons itleretl. It Is the HVAC tltzipner's compI IOnce documentntlon. Ind iv l dual Is required to provide For.CF-6R, on Installation Certificate, respons lbl Illy to cons ltler all factors when se left lip the HVAC equipment. That WATER HEATING SYSTEMS which must be postetl at the bum ltl Inp lino prior to Issuance of the occupancy Intl 7dual Is required to Provide FOrn CF-6R, nn Ins allntl On CfrtiFlcOSe, --------------------- pinnies The CF-6R I.not rrqul rrtl iOr permit fubnli4p 1. It Is-Initndrd to which must be postetl at the bum ldlrp site gild`t0 Issuance Of the Occupancy Number T.nk External now Instnllotion of equ 1pment that meets the efficiency requirements of the perm t. The CF-6R is not required lretl for permit ubnl tip 1. It Is Intentletl to _ In Energy Slze_ InsulOt:On tomplianc#documentation s Tank Type Heater Typ. Distribution Type System Factor (go() R-v.lu. WATER HEATING SYSTEMS Insure Ins document of equl pment that i.er<s the rff icirncy requirements of the ____________ _____________________________ __SASS __________ COmpl innate(bttew)ntat ions -------'------------ WATER HEATING SYSTEMS Strapr Gas Stondnrd 1 0.60 50 R-n/a Number Tpnk External -----_-----------___ Amer mesa Yater Mea ter G52-50TTURES(or equal) _ in Energy (get) lnsulatlon Number Tank External SPECIAL FEATURES AND MODELING ASSl1MPTI ONS Tank Type Heater Type Distribution Typr System factor (pal) R-va lot In Energy SIZe Insulation ___Stan______________ ______ OY ______ __ www _______----- ________ TON(Typf He ter Type Distribution lbution Type SYstem Factor - 1> R-v.lu- we. Items In this section shown be documented on the plans, ass S4rnpr Gas Htantlard 1 0.60 50 R-n/a ____________________ _________________-_________________________________ �1 . Installed to n.nusoctwer antl Cfi specks action. and ..w Aner mesa Yater Heater G52-50T38-3N(or equal) Storage Gas Standartl 1 0:60 30 R-n/. s'met:Flttl during plan check and th no orientation American YOtvr Heabr G52-5OT38-3N(or equal) This Is n muff 1ple Or he front f.C1rInp with mo or lentotlon restrictions, SPECIAL FEATURES AND MODELING ASSUMPTIONS _________________________________________ wo This tout is For the front iaCln North. ... Items In this section sh-Ld be documented on the plans. _________________________________________ pr In :.. SPECIAL FEATURES AND MODELING ASSUMPTIONS www REMARKS was Installed to manufacturer and CEC spec.fl c.tlon., antl wx ]lens In this stctl on•houltl hit documented on the-plans, _______________________________________________________________________________ wwR VMlf led during Plan check and field In.plCtl On. • Ihitallfd to nnn.F.cturer aM CEC spec lficOt iO ' and ... - sw -____________---- w.w VM'Iflttl during plan Chock antl fit Id In.plC[IOn. _ ___________________________________ ___________________________________________ Thls Is a n..1[Ipl!prlentat mom bum ltl imp with no or len4nll On instil Ctl On.. ... This printout I.for the front f.0 l.0 North. This-Wintoutt islf for the front foclntlping�ehh no orltntatl on restrictions. REMARKS REMARKS _____________________________________________________ _-----_--__-----_______________ N W , Nwtory A.sr.s Oscine(:kwtr..lti K-R BSl)tlPIDi - BDU11 CKWXIFNI � I sm.CadIM'9 ittt fail eN AM/91M.1 fmres 1010 ss b tlr IkNvs wan m,kl•tlez worm d CERTIFICATE.. COMPLIANCE, RESIDENTIAL Page 3 CF-IR ,.,-tin,.W\sWry,nl roe tr sprsrte n,i,av st+q"l(sop m.mgrrw.:b S I�531NK mgbn+t,stir Inten fa..+.�w iwcecs gnke M we tprt�a X °�:::r I l w......... ° r::p=i t.................=..=Daar.�o1/2::0:.13'z5--- SIT-- z7 G.WiuW d(Hods Wen us cHd6t k Nl.ymtd Nm ut gist mcu,nk.tN Fmty y 5Ma ii w a Wino Ins°bb4d h wxe ru H304,DYOf Ot Au % mice gad tr cadt•M by d pr'4s a e trdY wM capon'prrFOace rye(Ntola,,fv to f 50(P k Wd ikrrostrt a d e(dk,r Mihp systmn = •_-..... `COMPLIANCE STATEMENT !`_ .... . ..is ,vr,A tvy Nerves iron ley err 9.m dsrrme h the ercumts t m 1Ms d J,Iht e1Y IM'lD�Pbe ed in IlniAft ____________________ l fab� stir Metal 1r7bb m trxn[k( / f I�n L9 m.(s OtmrNf teppM dT Th 1 s Here I f 1 cote of comp l I ante I I sts the bu I ltl I np features and performance w Chat 5 Fnt`t'dI pan�k itww,trrtr few,isrr %V systM meetel N-(wrne ) Che .t for"In ic.tIOCod bf Rep.IatI-1`Ynntlt the itadminivtratsve regulations I and 6 of tto 1 1 bow Wis 1.d.syslmt w sb)pr tide,t suer htY(t Nat ester tole Nr F2 % I np lament them. Th I s certificate has been s I pnad by the I nd i v 1 du.l with APPROVED BS6SiDl mom O/DfL1011 ert.rd hdatbn t FNmwtre htrrN/ oel.wtbl ovrr.11 design responsibility. When this errt101cae of campuam.. If FOR PERMIT ISSUANCE (Ksrtar t�p�M d�a lmJetN hre(bat)p s.-tbldhit whir syster submitted far°single building pion to be built In multiple rlentptlons, SCOTFAZEKAS&ASSOCIATES INC. Yes E,welopr Ikesm S(ndlg rystim qMg 1'dw-5Sf hsbttd .my shatl 1 rp fepty that I s vOr led 1 s I ntl I cated I n the Spec I a L Feahres 6 IOhp hsbtn lei m Ieeb1 aver of mina hot wtm two C/] Modeling Assu+pt I ons sect I On. - N f bau Ill Rig us1 hsbtbs X H f L`a4,1 acts rN Fen w l Al acts coslsctrlMtrNlhaielMhstr,was new b(ody tp we ED"r VE stows Y W DESIGNER or OWNER DOCUMENTATION AUTHOR These lans h ve been rrsviewed foFadherence to the W f ATE 5w lm.H nai 1n fMedv rs rtr d fwir X IwNM b\wi a bk\d Rl t pe bW m M fat vMYw o a tm 1\ P - dd1 tr swee An irs8 tree,�.�d vdrrt a o1Nr act dwt q lee eat wts br Ipptndr Me"*,*,* _.................... Nnix•••• Snn la hone applicable co es and ordinance. Authorization 15 i H f 5fd Ifirvp,Ryic es Ivkmi n ems here wts t eofdr•t IFreiw.dip. her!s85 % neghents d WB,01Rti t IIHB me gain..toe4 vtyee ksti iv blr sty przn li'SOW X CompanY• U.S. Home C°rporat i on Company. Her h togoa Ener Group hereb •�� Wits Wit R I.nbrit wis rrlsl. L Fnwat Fin te,s w.r ere,fen t wnbwtt pwprs Address. 0377 Hover Ave., Ste.201 Address. 15375 BnrranmYPk. Suite F Y grant pl issue it building permit pending ✓-' I f 5zA hfirr, -13 rive nmr hsuntln h Area Pbax X 3 fnVt y svM9 cads art Mn eltrr.sdlnt t mMy W(nsle, Qm Rancho Cu nong.. CA Iry Ina, CA 92618 y a oval by all pplicabl¢-City agencies. - - -- -- (� Phorx.:. 909-484-8411 Phone... 94 789-7221 The tssuanc orbased - 1 f5p)9al mtbe hcramAar elremlbi ntr if peeler lM l>r ester,woe trmsbslri 8/A �--, Ueense: _________________-_--- granting of at be construed strueon Q m. V. ern 7L ammo, fun fed w#%.Itrol Systems wW Ebli.I ry//y��RIBy 11j 2s1 approval of t .se Dlads shall not be COnslrued to fU HwAt\O pcMehtkAd wets h)deam awNl steA'da Ydntr type eN lees X Slyne,a Will ra M leerl ditlrry,wed anct'011 ed se the kt rtbw, N/A h--e Signed-- ____ (dot!)- SlOnrd. t+s"'--=__(tlQteSa perrnil sop "1 any viol;Itipn Of the applicable . ¢ rohetr Mffi Inb1 ws.Phil 1Tt C� _____-___-_ ___ email Oa ord , N Pro F-J o pr:.;Wilt sumed to give flKi7 frmentIb,h1azts.Dot,�ot h vntntbM+htrrm,raids Lypt.b below with EIFOCENENT AGENCY "�)'11 e fa„cr•I lira pr vi5ionb of Such L fm W•Won trtreer a>dlael vd ucodtln spec fdve/b 114!i YdisQ. X e M gat B'dR!them Rbr N Inter IC Rsdee do Ner11p ____________ _ I L renso-em,Pab(h 4iavl Me-lebYrtmdn,.c lebd p!h arif>d IFrWe,crtf4d Sdr Ikat NdM..•• _--_____ ___-_ 6d,fxrhlent�,antl Mlwtb OrWtctbn a tam ft M,*ads t apes N/A T I e l e.•• - __-------- 1 3 Iztrtr pot w taws weee.sbtpH,d p2s we peebrtbr area.d swka 1 Pd s to Ira c,R*Hits ed.dvYNa,pip tie sptOs A f 9g vet Wars,rnstvy h Olatr Ion 14 as N.NY X h.-.. f 15 trr11e1 anbrl Meer,)d In1m,"I, t Io,1eI,d1 tvdlp s>demt lwm N X Phone... ____ 1 f 5Kn 1pehi hIR>\tb,toner Istrlml to m,dy 4 IS Nye Ulkfb+iP�y'ssanf< N/A Ceineey I I,1 dI Ill!Ilx 7 An Mmtbd mdfM rodtrrt tb t 51 nk,1r) '---------------------- . G-6 f M)Irdifithm OF ^�o Nm Vd Em� � Oteeret,��yy�I»t1pp rR�c� yn S I Onrd.. _�______-____----__ L wd i pieerN 11n hOV VtDlre;Its p^"f NM79 strd W(v,b be a skm bid molly ecrn�k 9'ty0 (tlalr) am Y owl.d.rim O,to we Wb A St�`I 20f0 a slp r ue will .� f OhL kw N�n a fn.r t Ythbi meS INkr Nse n Nat er bill din WP 1m t dIM W X 1 r' \1,/V LVV - _ E R tvMws arq,Y Yrs pots mpd.l rYd.e h/wtt)� swRlrp d qr r,bery b tM tea t ne d tlr tltrrretAes b iW +Yeas EfO, eF,a re(rcua ubp Fzbrn rn E GW W antl ygwM NC PAD NERIPY LOCATION VV GENERAL DANIELIAN ASSOCIATES ATIO/DEGK 6 ARCHITECTURE & PLANNING CONTRACTOR T LEFTF5NT A-2.9 4CORPORATE Gowc. IR IV NE,CALIFORNIA 926O6 '0 � PATIO � STOOP g roof SLAB r 5L GONG. (444)474-6030 FAX: (444)474-1422 WWW.DANIELIAN.GOM AT EXTERIOR SLAB: AT EXTERIOR SLAB: � 6"MIN NBG 206 4 1606.0 6•MIN(UBG 205 R 1606.1) - 'T 1/2'MAX T 1/2•MAX ♦ G OA1.LA\4550L:ATES EXPRE55..Y 2•BELOW SCREED 4 2'�' SCREED 4 RE RVE5 ITS C.OM W+0N LA SEE DETAIL it SEE DETAIL 2 ___.._._ caFYRi:s+rt ANP OTHER PROPERrT O RIGHTS IN THESE PLANFa.TKSE BANS ARE NOT TO 9E REPROOUOED LNANd ED OR COPIED IN ANY FORM PROVIDE FOOTING Q OR MANNER WHAT50EVER.NOR ARE /A�..) AT OPTIONAL TIEY TO BE AS516NEp TO ANY THIRD 6 PAT I O/Y EGK OPT. -- FIREPAGE — FAR Y WITNO T FIRST O PEIIII N6 GRADE TE EXPREY.�ED YPANIf!PERM15510N 1 (REFER TO STRUCTURAL AND CAM5r OF pANIELIAN DRAWINGS BY OTHERS) A55oGiATES. 4 N - oY QQOFESSIO,yq UR C. IELM CE8 i *: 2e` j' OF I I t I I I I I 1 1 1 I I I L--- ---' NO. DATE REVISION AT EXTERIOR SLAB: 6'MIN(I1BG 206 4 1&*.1) Qp I 9/29/OI CLIENT REGM5T T I/2•MAX Y / VERIFY ELECTRICAL AND PLUMBING 2"BELO✓SOREW REOUIREMENTS AT KITCHEN ISLANID SEE DETAIL 4 W/GENERAL CONTRACTOR T ry p (AT OPT.OR Y J NI J OW- - STOOP PROJECT TITLE GVT LINg AT-/ 9'-4• OPT.DR. VELLA610 N�AERiFY� _ - n* THIS N MBZA 'CO PANY TRACT# 24585 I —— 6�' � ALL INSP CTI NA REQUESTS r oPrioNAL-41 a'-0"X5'-0 kit -- FOUNDATION NOTES n ir—__ 11 CONC.STOOP ��-`_+_.__ U L � � PROJECT N0. OIOOZ THI5 PROFILE 15 FOR DINHENLSIONAL INFORMATION ONLY. Q In 'I EXTERIOR SLAB SHEET 1IiLE (AT OPT.DR) 6'MIN MAX 206 1606.1) REFER TO DRAWINGS BY OTHERS FOR ALL 4•-0.x5,4 T I/2'MAX 1 2'BELOW SCREED I'TI• .9'-6'_._ -1' 6' - FLAN ` 1 I STRUCTURAL INFORMATION.STRUCTURAL ENGINEER SHALL �. � SL� SEE DETAIL 11✓ L�i"IV` I PROVIDE CONSTRUCTION. V41IO N FINAL ORAWINIGS _ 5TOOP 1 O PRIOR TO CONSTRIKTION h REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES,PATIOS,STOOPS,WALKS \GUT LINE AT DRIVEIVAYS,WALLS,STEPS,ETC.NOT SHOMRH HERE OPT.M. REFER TO CIVIL DRAWING5 FOR ALL BUILDING LOCATIONS, .k b' FOUNDATION GRADING,AND FINISH FLOOR ELEVATION INFORMATION. PROFILE ONAL REFERENCE NOTE /°��- :TA D Y 'A' :9' SLOPE LAYOUT KTH CIVIL/ _ FOR, REFER TO: FOR: REFER TO: -j LANDSCAPE PLANa ' ................................................ ................................................... SYMBOLS AND SHEET G-I INTERIOR FINISH GENERAL NOTES SECTIONS R,IOA AREA OF OVER POUR ABBREVIATIONS SGMEDULE AT CA51TN OFFICE OPTION ORIGINAL DATE: FOUNDATION T-1 ONMXJ FOUNDATION PROFILE EXT.HARD5CAPE, LANDSCAPE DRAWING$BY OTHERS __-4 ® MAU'V'P 0 i INFORMATION STRUCTURALMU DRAN6/DETAILS STEPS,PLANTERS,ETC. CIVIL DRAWINGS BY OTHERS it R BY OTHERS 6i GENERAL NOTES SECTION 9A FIREPLACE 6-I and SENERAL NOTES SECTION IOA --- -- - — _— o FRAMING STRUCTURAL DRAWIN165i DETAILS INFORMATION 1 ._... _'t* UL-I /2"�'� AP OVED -., -_..___..___.�._ �M _ ___ -_.--_. --__—._ _ __ _ —_--__ _.. cv OR PER 1 ISSU ANCL INFORMATION BY OTHERS F SLOTT FAZEKAS ASSOCIA' S,INC. SENERAL NOTES SECTION 6A s ELECTRICAL T-I(INDEX)ELECTRICAL PLANS _ B}'- - LL INFORMATION b-I a,d 15EN8:RAL NOTES SECTION I&A '1 Th DATE ]'-4' I'-10'_�_ IT-0" I'-10' These Plans have been r ,I ance. ®d thorizationcc to l is - applicable codes and ui ing rlb .: 'CEILING VOLUMB/_. 6-I,ad FLOOR FLAN -___--ib-O,_-_ hepro granted to issu a � INTERIOR SHELF S-G 20b' _,� approval bV all aPPlicaDl (y��a (FORMATION ..... a on -. __ The Issuance or III— ,,II hn cn I --------'---- --- ---- - ---- - -_--.. -- - -. — arPrnval of Ihes. pl FOUNDATION PROFILE ' " N `h� .II EXTNOTERIOR EVATION'A'9HOW1 mn� o?d SEE ALTER ELNATE PLAN SHEETS FOR ALL II I II „',rr SHEET NO. =ALTERNATE PLA1 AW ELEVATION 5GALE: 1/4 =I —O CNAMGES. y� i 4' .f! a (AAA B A/C PAD VERIFY LOCATION YV GENERAL ' § I I I6 LINE OF OPT PATIO ------ -Ib ----- Ir I IH. I(--GL DECK ABV. CONTRACTOR 1 18'-0' CLG BBBBBBRRftRRftffffffAAAAAAKKKKKK 7� 4 ATrILEFT/SIfT 619 b MIS NE Z'O• SED 5 - a DANIELIAN ASSOCIATES GAB. CLG ••b• -o• s'-4' -- ---•I�------ -----.--�� ... ---- ARCHITECTURE & PLANNING _L so3o x(1ET�P) 9090.51 Soso x o_x_ _w�Jo_x_ Y BA 3 -ry------ f _g =F = _-- --- --- - SIXTY CORPORATE PARK 1 �e G FAMILY _� IRVINE,CALIFORNIA 92606 U-�- 9'-O" CLG ml 4 r (R49)474 6030 FAMIL - ( , r FAX: (949)474-1422 �J 9'-0' CLG soFFlr ro WWW.DANIELIAN.COM —-- - 6 PATIO OPTION -0 NICHE TOP leo sa FT Arec .24• 1-iv 1 3 BED 5 OPTION n F.F. LIVING ii 4 AN:�_AN.S� A SL,o�,x- NO SG FT ADDED Ib'-B' __ 7 9'-0" CLG I COPrRI6Hr AIaJ onffx PROPezm •' O - OPTIONAL—Il I Ib RIGHTS IN THESE PLANS.THE5E _ - p' - LAW WALL O DIN(N6 FIREPLACE = I I PLANS ARE NOT TO 6E REPRODUGm 9'-4• , 2'-e 2-e 9'-0" CLG CHANGED oR coPlm N ANY FORM -- a RA1 BOX ► RAI.,ED IZ' 96,BOX SOFFIT TO OFF FF. THLV TO EE A5516NED TO ANT THIRD 4 RAISED IZ" b'-0' J PARTY A HWTrtIR5T DETAINING nl OFF F.F. - e T THE E%PRE'fim YRITTEN PERMISSION 9,A Q f AND CONSENT OF DANtELIAN Ib (TEMP) --''k----i *164F _ _ _V-6- 2'-4 .�--g •_.� -S'-O• LINE OF RZ4* -�• _ __-_ OPT.DISL. OVEN Zi SOFFLR ATV. q 19 yq mil III 11 ' M.DR. ry Q /;p I "1 SOFFIT TO ry a GOATS _1 } T�. GASITA d'1 I 9'70' CLG Z - 5 I R SEE OPT.(9)BED.5 �Qj -9 I SOFFIT TO AT LEFT dl NI LVJd .QS g' I in I 1 6'-10 RJ GL6 --_. .-._ ?H L ISLANv 4 -!v I I 11 1. CL REA59E9sn Y •/I L__J AIR UNIT 4 - - - - \�:F I �.- � T (REFER To �I 2 REVEAL. I '_ (PER `�'� 5 n I I I I r pr cN�� — DRAWIN65) 1 Y .-T y� 9'-0" CLG C� 11�IT -- 9 VOL.jCLG -_ _. ry ((o 9'-0" CLG _�I I -- - - -- I 1 L i 8-0" CLG -- ------ ---- -- N0. DATE REVISION 4050 n, _ _ - i - __ ___ so I �1+��) Ty b� PIN. I 9/'WOI GLIBlT REQUEST P0T5HELF I� _ i I L ry 5'-4• V-2•...� SEF4F��Q.ELE*. S•_2• YY-4' >I\ _- _.._ / r1\ �`y, {`y THK.2615b 19'HIGH PLATFORM t' G( `LGULr \TION5 - s6_g. III TIGHT CLOSER tI ORYA RATED F ---- GASITA OPTION 's SELF R DRYWALL BEHIND ------- AREA ,� 7 21a sO FT ADDED �� 4 _ n STANDARD PLAN I 4 _ _-- FIRST FLOOR 14Z4 50.FT - i T- ---- - SECOND FLOOR 14T4 50.FT _� S-4• 1 -4• 'T-II' - _ TOTAL LIVING AREA 2<109 50.FT //�� I .. GARAGE I 426 5Q.FT -- - ---- d2i1 I DESK i }Q� /,\ I PROJECT TITLE GARAGE 2 21a SQ.FT �.- 1 I°6L(TEMP) __..-.___.- ' .H � � !'( •_" ^� PROVIDE fl)LAYER I COVERED PORCH a0 50.FT -_�_+- m `{ NOOK BD AT ALL WALLS! P '.._ - ----- -- LIIE OF _.i 9 D" CLG - ED TYPE x GYP — A61 O FLR ABV FR.DR.L n ) - ',. DRAIN YI AREA BEL01-6 OF OW STAIRS.USABLE pt I GARAGE 1 v OPTIONS I OFFICE ; VVERIFY __ ry GLIPPM[A_6 OGG1Ra. ry I 9'-0" CLG y (.,LS" ( �' SOFFIT (FROM T.O.C.) ry w-0 ICE I bo6oIrtEMP) GASITA ZIa 50.FT.ADDED O- _-_-- Q TO a-O' ----_-- _ (- 19'-D" CLG I ry a; _ _.�I''6_ t. _.__--- -°' _. --19''8'_-_-. ' sEE SrffEr b-2 FOR MIN TRACT# 24383 I rp3 FIRE PROTBGTION OF -..__.. ALL OARASE SURFACES ry I I FU 1 SOFFIT TO _. _..._... IZ --_ • O I L__J AIR UNIT 4 I I I ( F 4 --- BED S NO 50.FT.ADDED I (REFER TO \ w-0 fr 0' I MECHANICAL 11 y 1 I PROJECT NO. 01002 ® RETREAT NO SG.FT.ADDED I III 'L!GATE I `^ •_I. MELT illLE 5 y 4 I Y \I - boro LOFT NO SQ.FT.ADDED O 4050 11 , L___j _ ._-. __.__ _. __ - — 4 - POTSFELF P © PATIO/DEGK ISO 50.FT.ADDED SEE EAT.ELEV. ryryI I i• -..-,�I` _ 14'X 6'CORROSIONJ ------ LAN OPTIC O� I RESISTANT EXHAUST GATE! O OFFICE OPTION 2115 50.FT.ADDED OFF I GE OPTION m; Q 6'•M/ .ABV.SLABT1 I'-10 BoveD SOFFIT ' SEE EXT.ELEV. F I R5T rig 6ARA(SE 2 REFERENCE NOTE Y z 1 I 9.0. CLG - -- m -- ----- -'------ - - v FLOOR PLAN (FROM T.O.C.) o m FdR, REFER TO: FOR: REFER TO: �EE SHEET 6-2 FOR ..... Y SEf GA51TAQ2 IRE PROTEGTI OF ................................................ .............................................. !OFFIC�QAT LEFT bARAbE SURF __ SYNCOLS Aim SYEET 6-I INTERIOR FINISH GENERAL NOTES SECTIONS 9,IOA q ABBREVIAnON9 SCHEDULE ---- --- ---- — ORIGINAL DATE: FOUNDATION T-I(INDEX)FOUNDATION PROFILE EXT.HA7m5GAPE, LANDSCAPE DRAWINGS BY OTHERS .� I 1 4050 INFORMATION STRUCTURAL DRAW R = DRAWING/DETAILS STEPS,PLANTERS,ETC. CIVIL D AAIN65 BY OTHERS * _ --- --- -- - -- - --------rA MAR;; BY OTHERS, POTSHEL GENERAL NOTES SECTION 9A FIREPLACE G-I and bErERAL NOTES SECTION IOA B SEE EXr. A . rRAMfM& STRUCTURAL DRAWIKY/DETAILS INFORMATION -I ale sIT -Ib APPRO ED INFORMATION BY OTHERS SEE ExT,, FOR PERMIT SUANCE GENERAL NOTES SECTION 6A SCOTT FAZEKAS& SOCIATES jdNC. BV TRIG T-1 I ELE CTRICAL L PLANS These plans have b DATE INFORMAnOIi 6-I ad GENERAL been revi ad for adh*ence to the AL NOT NOT ES SECTION 16A applicable codes and Ord, nce. Authorization is CEILING VOL UI-e/ 6-1,and FLOOR PLAN hereby l byallapplicable ieC a uI 1ng permit pend ing approval b 1NTEIRIOR SHELF 5'-4' -9'-]' 4'-6' 9'-Z'- Z'-4' ��I �SDATE INFORMATION Tne ss n e or grans cn ' Ia'-0' B'-6' ZO'-0' at=eeaval'nt IM1r,�n „I,,ns I ant be c ,ed to — -- -- - -- ps,ra o, or Ines nr:,Ih�,nle EXTERIOR ELEVATION'A'SHOW+ 45'-0' , --- FIRST FLO FLAN WE ALTERNATE RAN SHEETS FOR ALL - �� SNEfiT..NO�.�.jA,� //� ALTERNATE PLAN AND ELEVATION ..WALE: I/4"=I'-O" / �—'.i CHANGES. --DEGK ----- SPACED WOOD PECK 4 �} '6 .56'HIGH GUARDRAIL ' 606D._- Z(T ! II 5!�OPTIONAL III 4 •"� �,� j• a ili DANIELIAN ASSOCIATES I � t }'o•I!I ARCHITECTURE & PLANNING M BCD \\� II I 6a5o 5050 SL 5L 51XTY CORPORATE PARK -- -=- - — IRVINE,CALIFORNIA 42606 - - - - _ - (944)474 I �� I I 246a -60 6 OPT. PATIO EGK mi SEE OPT T 4 7 11 _ WALK-IN FAX: (R44)474-1422 NO sG FT ADDED Ar LEFT ,� 1 S'-6 8'-0" CLG -HI'� WWW.DANIELIAN.GOM A_ --_ BED_2' CLG II.•O• -•+r-H _ B_LL_ 3 x rseseaves ITS < n M BED-0..��2 •� r 8'-1 w'CLG �464 O - 8-0 CLG,. =,I- _. PLA A E T T M vRaFtam Z46B- <' 8 O IN. _. I -.... .__ _ FWE CHASE I( -__-- _ ry nEv T A5OPIEV I.ANY` _-..5050 SL m VOL CEG 5 9FBI-VE5 - FLANS ARE NOT To ee IiLPROR1Lm _ im IN ANY F:aw -- -I ,-1 N &1 <) I J 16 O ANr THIRD 1'. OPT.951DED K_I" n� 'i m I FITREPLAGE LF-J TE XPRE55M FIRST EN PEPE"19'✓:2N FIRE PLACE g-DT GONSD:r pF DANIELIAN J AT RETREAT OI � � A55:'JGIAtES. _ in ! (�' BOYED SOFFIT - uf CEILING BREAK O - _ - ! IR TOP AT e'-6• n M BAD RETRE,�T 0 I 5PL AT B'O e ' ' '\ STAIRS IN j 3'"II•..... h,� ✓' 16 EQUAL R15ER5 A F. m VOL cLc - I i I I 11 �—� ... 9 Y -*- 9-0" CLG �- • -- ✓ i 10'-I'TOTAL RISE - - _ 2 QRp4Essw n --i. - -------� 466 466 CLG I I �_ A I soFFlr ro A Y �8 @0 `� x B LA I A y HU2C FIBERGLA55 _ 4 - 6' Of CAUFpe' •4 _ O O -_.___-_-___-__. 4 /' ' RETREAT OPTION W. IN LIN. VVTILE /)''. m a'�4-I I -• - OPT.SINK . 'I-]' 5-4•- I 4'VIA /' 4 NO 50 FT ADDED 9-O CLG SURR. i f - .. �____ _ 42"H OpT. RAb. P - �fR�T Boren soFFlr pp y J Low LOW_ t'I 'D*G G x I v.r.o. 0 TOP AT B'-6' OI d{' ,b I M BA ~ - - O �� (OPT. IL) LINEN-�+ 8-0 X 6 X 5PL AT 6'-0' 0 Q ryXry VOL LG - F ' - in GAB. soN9o' -i w� �D y q .T 4 MAN. I TTIC I - O O I I .'TO� n ' PROVIDE PAN _ - NO. DATE REVISION LOW LI �-yF� IN - - I DEyK OPf. TAR IMF- AAkBDVE 'lR� TO EXTERIOR FLOOR Z C O 1 - - ~ �j�IIBElJOW __.. J _ _- \/ 5 IN OF SINK . .. 246b T TO p I S� t AND cAef I yx 11 ,xJ ' I sOFFrc To n 8'�0" CLG i B-O•'i 466 L t__ 1i J A- /w� II /DPI ALKin a0 0 W I! n as=o¢ D I CLG J Fmlk 'IT a 266C --_- - t- ------------- — 9=0 CLG _ - ----- 4 14 ! _._.._-. 9 ZO50!,FGL(TEMP) O D-I _�'I it SLOPE /L 7 BED PROJECT TITLE II �IIIII'" Y = 1/4•:FT ry 8'-0" CL.G WALK—I o YE LLAv O = ff88 CLG ,- AT LEFT Ina 2020 D-I D-I D15 LOFT F6 2020 F 9 C-0LG =LF -I ,Ir2• j SOFFIT TO ,, -- 2026 _ 02" ------------ -- TRACT'# 24383 2026 SH DECORATIVE Q YLI.RAILING c •6' -6' PROJECT NO. 01002- - --4'-10''- =-0•.. .--_4'-10'—_�e_.- _____-_ _I2-�.__._ _- SHLLI TITL[ 2026 5H 2026 5H 2O26 SH PLAN ry.� LOFT OPTION I SECOND FLOOR PLAN REFERENCE NOTE s =FOR. REFER TO: FOR: REFER TO: ............s............................... .....a............................................. SYMBOLS AND SHEET G-1 INTERIOR FINISH GENERAL NOTES SECTIONS 4,IOA ABBREVIATIONS SCHEDULE ORIGINAL DATE: FOLINVATION T-1(INDE4 FOUNDATION PROFILE EXT.HARDSGAPE, LAND5GAFE DRAWINf{-13Y OTHERS INFORMA710N STRUCTURAL DRAWING/DETAILS STEPS,PLANTERS.ETC. CIVIL DRAWINGS BY OTHERS -- BY OTHERS. -_-_A GENERAL NOTES SECTION 9A FIREPLACE G-I and 6EFERAL N07E5 5EGTION ICA B aRZv 2:��.. INFORMATION FRAMING STRUCTURAL DRAWING$/DETAILS -26 -2b J PPRO FOR PERMIT I DANCE IMPORT-CATION BY ERALOTHERSN SCOTT rA2EKAS g:q GENERAL NOTES SECTION 6A CIATE By EIKTRIGAL T-I ONDEV ELECTRICAL PLANS These plans have been rev, -� INFORMATION 6-1 od GENERAL NOTES SECTION 16A DATE applicable codes and ordina Autj,.' z' tiont is hereby grained to issue a b I approvalb"'apI'..ble City a ncles T' Pentling -CEILING VOLUME/ b-I,ow FLOOR PLAN IZ'-S' �'-0� The i nuance or INTERIOR SHELF - approval of those g'anting c a permit based n INFORMAna+ NOTE, 12'-4• I2•-0• 20'-0' r< o ! n nnst d to EXTERIOR ELEVATION'A'SHOVN SECOND FLOOR PLAN ,. Sr��f`weh 1 .hh SEE ALTERNATE PLAN SHEETS FOR ALL 45'-0• c A—I.3 PLAN P AM ELEVATION 50ALE: 1/4"=1'-O N -- ----- -- ---- GHAdI6E8. IL l� �., III I, IINalO,-0. _ 1 DANIELIANASSOCIATES PROP.LINE F PROP.LING :il Nc PAD j A/c PAD ARCHITECTURE & PLANNING OPT. j (V'(VERIFY ERIFY I A�i LOCATION Kfl �'b'SEtg SIXTY CORPORATE PARK CONrnAc p ,CONTRACTOR) IRVINE,CALIFORNIA 92606 I: �"� ��1 rLMXW 04N. (949)474-.60W ! III ♦ ,. F FAX: (444)474-1422 k%".DANIELIARCOM IL I Vd DAME.n�.nS�OGin'ES ExPRESSY ._. I r I f ± RESERVES ITS COM1�N lAW COPYR,b T A10 oTH°R PROPERTY BED5 OPT. I, ".', ' P PLANS ARE�PLANS,3ERE' ED CNAN&ED OR COPIED IN ANY FORM \ • 'e^ /YT / .III OR MANNER v ATSOEVER.NOR ARE ` G \ ♦\ / f / "1 THEY TO BE ASSIGNED TO ANY THIRD .. \ �' ♦ f \ J ,F ." PARTY AITHOVr FIRST 05TANIN6 I � ♦\ H T THE EXPRESSED O VANIr PIFM159ION ♦\ 1/l AND CONSENT OF DANIELIAN y , ♦\ ♦ 1 1 A e._ (. II, y��(l ♦\ T N QQpFESSIO,yk c\ \= ♦ \ ego fin= .or _ I _ ♦ I - IE1 0 48 II OF CNI 1 UNDER GAD. �� _ ELF/. I _ FL e0: 1,TO `IY 1 111._ _ I� LIbFfT UP TO - \ &Flp I `:�=` III `'. dFl . ', [. v \ j •• , � l' r+0_ DATE REVISION 2211 CASITA OPT. ! �_ , l Ih ®�,jj EN :SDI tb'-L'GLb. INPFPa Etalnl ,/IE¢IF_Y OEGUAL1 PROJECT TITLE _ HIPFP r ♦ 1/F1LA610 .OPT.coon FP 0 TRACT# 24383 SAS METER \ 20'-0'x 20'-0'GLR MIN. PROJECT N0. O OO2 SEE SHEET b-2 FOR I �3 0 OY / FIRE PROTECTION OF 4 'r / _ ALL SAR/3E SURFACES pt j SHEET IITLL FOR I' S9 _ PHOTOS IRRISATION ELM �- �♦� �'� �L5 ab4 's PLAN OFFICE OPT. .1 ' PER ELS`�----�� I�GIRE FIRE S ANDERDN T FIRST FLOOR L I \ REFERENCE NOTF --. 6 ATL'-b F UTILITY FP canexA¢D rape VERIFY LOCATION AND CIVIL FOR: REFER TO. FOR. REFER TO - - 1 p( LAYOUT NTH PL � 5Yt•�OLS AND.....51$7 LANDSCAPE PLANSb-.. ..................... ......... ..s............................s.s...... INTERIOR FINI..SH 6EFERAL NOTES SECTIONS R,IOA ABBREVIATIONS SCHEDULE IS-]FOR FOUNDATION T-1(INDEX?FOUNDATION PROFILE EXT.HARDSGAPE, LANDSCAPE DRAWIN65 SY OTHERS l SEE SHEET \ 1 ORIGINAL DATE: INFORMATION STRLCTURAL DRAIYIN&/DETAILS BY OTHERS FIRE PROTECTION OF \ . STEPS,PLANTERS,ETC. CIVIL DRAWINISS BY OTHERS ALL 15ARI SURFACES \ ® MARS v� . L &ENERAL NOTES SECTION 5A FIREPLACE 6-1 old 6E1•EIRAI_NOTES SECTION IDA INFORMATION �I FRAMINb STRUGTLRAL DRAWIN65/DETAILS .... _.- e.- APPROVED INFORMATION BY OTHERS FOR PERMIT ISSUA CIL SENFRAL NOTE5 SECTION 6A SCOTT rAZt`1fA5&ASSOC TES,INC. EIJZTRILAL T-1(INDEX)ELECTRICAL PLANS INFORMATION 6-1 and SEN. L NOTES 5EGTION 16A BY These plans have been reviewed 1 adherenc®to the applicable codes and ordinance Authorization is OEILINS VOLNE/ IS-I,od FLOOR PLAN hereby granted to issue a build g permit pending INTERIOR SHELF approval by all applicable City agen 9§RINi DATE INFORMATION The issuance or granting of a approval of these Plans shall i be c nsvoeA to GXTE721gttSGVATON'A'9HIOIfJ permit or arn,nvF ,nv vinlation of the apnllcahle �,L,RELE IONERNATE W�75FOt,,,l FIRST FLOOR UTILITY PLAN codes �" Nr, ai .... 3HE'ET"NO:':Thoto ,.In G// ,T fA� - (. ALTERNATE PLAN EL AN AEVAT1t7N ALE: 1/4'11=I I—O" `.r II I,:... / `_1. 1 may( C 01-15 S. SC I ��_,.�•� III, I it l ram} 4P Sri DANIELIAN ASSOCIATES it %�_� ill P, ARCHITECTURE & PLANNING SIXTY CORPORATE PARK il! IRVINE,CALIFORNIA 42606 FAX)474-6 2 14 2 DECK OPT. °o, ii WWW.DANIELIARCOM N I -" �' DAN ELIM'ASSOLiATES E%PRES'xY >� II ! RESERVES ITS CIVH, N LAW I L-•.� �.• OPT.�- IL J~ - coPTRI�o.1ER PROPERLY O I _ [ .. � � - ' G AY-_ AT It,t� ®.��. ✓1 .1� .:J R Asl&IN COMMPLANS TIESE L )i- BANS ARE NOT TO BE REPROg10t7J CHANGED OR PI IN ANT FORM OR ANNER VIHATSDEVER.Ncilit ARE AT OPT. \ \ \; -- �� r ® F- THEY TO OBE/16NW TO ANY THIRD /i, N I PARTY WITIIOVT FIRST OBTAINING, - II ! THE ExPFtESSm MITTEN PERMISSNI `\ - I OPT. \ - II I AHD CON` OF DANIEUAN i I i'0 AssOUATEs. I I •\ s.H YY ® R I QQOFESSIOryk , C. [[..,, i' L_l PLATFORM _ -I I ':' IIELIPC. ® � G III,4/0- II - _— , o.C4829 / —— �- I �. �� RIOF CAO RETREAT OPT. PROVIDE AT - -r., LATTIC FZiU J .I. _ --- DIN TO / -I� i� SYUTGN EO Ei0 �p,Ap q �T NO. DATE REVISION f t . I ' !/•: DN TO I - P L. z50/0I P/C ORR CECTION erurcN �F. r I y.DESK Or N,1 J� PROJECT TITLE o VE1,.LA610 �� ► ,\ X t I _. � i � TRACT'# 24383 a— q 0 .. •✓ PROJECT NO. 01002 SHEET TITLE 0 PLAN I -- LOFT OPT. SECOND REFERENCE NOTE FLOOR FOR: REFER TO:....................... FOR: REFER TO: UTI L I N .. . . ................................................... SYMBOLS AND•••••SHEET b-I INTERIOR FINISH GENERAL NOTES 5ECTION5 R,IOA PLAN ABBREVIATIONS SCHEDULE E. FOUNDATION T-I(INDEX)FO ORIGINAL DAT 1NDATION PROFILE EXT.HARDSCAPE, LANDSCAPE DRAWINGS BY OTHERS J Q[U U i INFORMATION STRUCTURAL DRAWINGSTEPS,/DETAILS STS,PLANTERS.ETC. CIVIL DRAWINGS 6T'OTHERS BY OTHERS. GENERAL NOTES SECTION SA FIREPLACE G-I and GENERAL.NOTES SECTION IOA - INFORMATION FRAMING STRUCTIIRAL DRAWINGS/DETAILS APPROVED INFORMATION BY OTHERS 6ENEfi AE[RAC NOTES SECTION 6A FOR PERMIT ISSUANCE _ SCOTT rAZEKAS R ASSOCIATES,INC_ 0 ELECTRICAL T-I 1141 1 ELECTRICAL PLANS INFORMATION- 6-1 and 6ENERAL NOTES SECTION 16A BY DATE These plans have been reviewed for adheren to the applicable codes and ndinance. Authortz ion is CEILING VOI.Uh1tl 6-I,and PLOOR PLAN he rehy granted la issue a building permit Ong INTERIOR SHELF approval by all applicable City agencies. PRINT DATE INFORMATION The issuance on-granting of a permit b TOR aEVATION'A'S/IOYN nnmit of These plans shall not f Icons �r eA ,n ermit or approve anv vnlaYinn of ihe-alEXTER I'r�ablc SEE ALTERNATE PLAN 5lIffT5 FOR ALL enrrty In vrn lnr�en, In onI n�,,Pr nvr-inns ol'r: SECOND FLOOR UTILITY PLAT, prec me 6NEET N0. ALTERNATE PLAN AND ELEVATION lf•f /� Cf1ANGE5. SCALE: 1/4"=1'—ON, _hap;,,...,._r A-13 _ i S.I ATTIC VENTILATION C,ALC,ULATION5 (AREA I) 50%NIGH AND LON VENTILATION SEE STRUCTURAL ORAMIN65 _. __._ __. _____ TO VERIFY TRUSS DIRECTION I. TOTAL ATTIC,SPACE CALCULATION,(REM ROOF) HORIZONTAL FAU0 (TRUSSES TO AuOMOVATE 12 A 17�50.FT.x 144, 24SA64 50.IN.OF ATTIC 4 Pt, toot 2. TOTAL VENTILATION REWIRED. (ASSURES CODE REGUIRE4ENT OF A MIN.OF 50%OF HIGH VENT. ___.-_ 8.I AREA PROVIDED TO BE A MIN of V ASV.EAVE VISM OPEN TO DANIELIANASSOCIATES A. 24DA64 50.IK,SW TOTAL SO.IN.OF VENTILATION REGURED VERIFY W) qt D3 ARCHITECTURE & PLANNING TOR -1 9. T64 SO.IK,2. 410 MIK 50.IN.AREA OF M16H VENT. DE KCONTRAC BED2 u SIXTY CORPORATE PARK (BALANCE REO.IN LOFT VENTILAnoMV , RNIA 42606 B. TOTAL VENTILATION PROVIDED (q44)474-.6030 A. NIGH VENTILATION PROVIDED, ------ FAX: (q49)474-1422 4 AT 16D S0.IN EACH• 6T2 50.IN.OF&ADLE END VENTS j___ --------------- MMM.DANIELIARCOM MFST BE W ABOVE LOW ..•....•................. ss. VENTILATIOW �-TOTAL 50.IN HIGH VENTILATION -- -__ -_- - -____- _.... _-_. DA\�E..An 4550L.4'ES ExP¢E '± _._.. .._ ----- _ __j RESERVES ITS COMMON LAw B. LOW VENTILATION PROVIDED, _______._ L-T GOPYR16Hrt AND OTHER PROPERTY -2-22'X 9 I2'VENTS to6 IN THESE FLAN).THESE AT 69 90.IN.EACH. 166 50.IN.OF SOFFIT VENIIN6 L OR C PLANS i1 ANSEpD TO 5 M ® _- .....•.•..•.....•....•...• r OR HAMER FIRATSOEVOk NOR ARE 166 _TOTAL 90.IN.OF LOW VENTILATION �- PO {"+ L-T D I PAR 1,1TH UT FIRST TO ANY THIRD 16 C. TOTAL VENTILATION PROVIDED: ®so.IN. L- 1.1 THE_ - PARTY 551!17 T FIRST!Ill PE IS �1IM VENT..LOW VENT) SEE ROOF PLAN L L_T AND CONSENTOF VANIELIAN nASSOCIATES ATTIC, VENTILATION CALCULATIONS (AREA 2) 50%M16H AND LON VENTILATION .. -I EAVE I. TOTAL ATTIC,SPACEtALLULATION:(FRONT ROOF) (TYP) A 252 SG.FT.x 144• 99,406 S0.IN.OF ATTIC II� QPpFE5510ry4N 2. TOTAL VENTILATION REWIRED: (ASSUMES CODE REGUIRB-STIN C.T OF A MIN.OF 50%OF NISH VENT. r AREA PROVIDED TO BE A MN OF S'ASV.EAVE VENTS) i T D I SADDLE A 99,406 So.IN.:SW• 112 TOTAL 50.IN.OF VENTILATION RESURED ' I� F �l 5. 112 So.IK,2. 56 MIN.SO.IN AREA OF NISH VENT. OFfatl-`�: (BALANCE REO.IN LOW VENTLAnOU I AREA I SECTION A LINE OF WALL S. TOTAL VENTILATION PROVIDED: I LINE OF ROOF N0. DATE REVISION A HI6H VENTILATION PROVIDED: (2)14'x24' (2,)14'.24' 1 AT I00 SO.BC EACH. too _SO.IN.OF OHA&EN DOF04ER VENTS, &ABLE END &ABLE END VENTS SEE VENTS SEE MET BE 9'ABOVE LOW ...z••.••••.••......... EXT.ELEV. EXT.ELEV. VENTILATION) 100 _TOTAL 50.IK HIGH VENTILATION B. LOFI VENTILATION PROVIDED. 42A UK FT.x 2A 90.IN.. -56 5o.IN.OF SAVE VENTINIS SOFFIT VENTS D2I RAKE (TYP) (REFER TO DETAILS) .... .....••••••••••.••• VALLEY _I _•96 a TOTAL So.IN.OF LOW VENTILATION 5 I o-1 /jT I C. TOTAL VENTILATION PRP/LOBO: 156 50.IN. ----t---.- -- SEE srRUGTLRAL DRAWINGS SEE ROOF PLAN - O'HA&EN TO VERIFY TRU55 DIRECTION. "ON 'VENT LOW ) J (T RI61ES,AL FAUA A� PROJECT TITLE VELLA610 ATTIC 1/EN7ILA7ION CALCULATIONS 50%H16H AND LON VENTILATION /�p /� /1 __ - - - 1 I. TOTAL ATTIC SPACE CALCULATION,(MAIN ROOF) (AREA 5 AREA 2 I .- 6.4 6s 12 J 2 �4 A 925 50.FT.x 144. __4a,517 _50.IN.OF ATTIC I ` 93 - 12 2. TOTAL VENTILATION REWIRED, I -- - - .. .. - - - _.--- L IZALT# 24565 (ASSUMES CODE IECUIREMENT OF A MIN.O'50%OF NISH VENT. L J =^ AREA PROVIDED TO BE A MIN.OF S'ABV.EAVE VENTS) ❑ ElK-IN M BA M BED ' A 4as12 _SG.IN.,500• 156 TOTAL SO.IN.OF VENTILATION REOUIRED ROOF PLAN Q 41 -- O D. 156_W.IN.,2• 78 __MIN 50.IN.AREA I VENT. I SCALE: I/�11 I I-O" m PROJECT NO. 01002 (BALANCE R60.IN Low VEWNTILATIOW AREA 3 1 SHEET I I i LE S. TOTAL VENTILATION PROVIDED - -_ _ -_J ROOF PITCH AT 4:12 U.N.O. A. NIGH VENTILATION PROVIDED: AT_100_50.IN.EACH. 100 So.IN.OF OHASEN DORMER VENTS p� PLAN I -_ MAST BEWABOVELOW ......................... _.. -. .-_ ..__ .__.. VDITILATION) 100 TOTAL 50.IN.ia&N VENTILATION B. Low VEDTLATIGN PROVIDED: SECTIONS I AT 100_50.IN.EACH. 100 50.IN.OF OHASEN DORMER VENTS .......................... GARAGE 2 OKL IT HEN ---- s �AMIL%r ROOF PLAN r -_200 TOTAL 50.IN.OF LOW VENTILATION 99 G. TOTAL VENTILATION PROVIDED: ®SO.IN. MI6EN H VT..LOM VENT) SE_ROOF PLAN Lill W ORIGINAL DATE: SECTION NOTES 5EGTION B ® MART O rJUl NOTE �IN&7 INSULATION: 50ALE: I/4"=1'-O" 6EETtAL CONTRACTOR SHALL VERIFY THE NET FREE VENTILATION OF THE VENT 5.1 PITCHED PROFILE TILE ROOF AT4:I2 SLOPE U.N.O. 6.1 EXTERIOR WALLS, R-I5 BATTS. PRODUCT SELECTED A&AIN5T 71105E NOTED ABOVE. THE REQUIRED VENTILATION SEE ROOF PLAN,DETAILS AND&ENTERAL NOTES 61 CEILING WITH ATTIC.ABOVE,R-50 BATT5. SHALL BE MAINTAINED. SECTION 7A. 6.5 VAULTED CEILING, R-19 BATTS. PROVIDE INSULATION STOP SUCH THAT INSULATION DOES NOT OB5T72J1CT B.4 KNEE WALLS BETNEEN ATTIC APPROVED FREE AIR M10VE1EiT A9 REGWRED BY THE BUILDIN&OFFICIAL. AND LIVING SPADES, Ra9 BTTCS. OR PERMIT ISSUANCE 65 FLOOR OVER GARAGE, Ra9 BATTS. SCOTT FAZE KAS&ASSOCIATES NC. ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS BEIYIEEN THE WOAD FLOORS: ADJACENT ATTICS IN THE ROOF SHEATHING(AS ALLOMED BY THE STRUCTURAL BV DATE ENSINEM TO ALLOW AIR PASSAGE Alm ATTIC,VENTILATION BETY'EEN THE TWO OR. 6.1 AT TYP.INTERIOR CONDITION, INTERIOR MATERIALS, These plan-have been re -cl for adh ence 1.the ISOLATTED ATTIC,SPACES SHALL BE VENTED INDEPENDENTLY TO UBG REGUIREMEINTS. FLOOR SHEATHINS OVER FLOOR JOISTS. 9.1 TYPICAL WALLS AMID CEILIN&S, REFER TO GEERAL NOTES SECTION 6A,AND I/2'&YP BD("'6YP BD AT CEILING IF hereby ble codes and ordinance. oT dd�� STRUCTURAL ORAWIN69 BY OTHERS. FRAMING 15 GREATER THAN 16'O.C) hereby gry all ap o -sue it building p rklPoefnU approval by all applicable City agencies. THE FOUNDATION Alm FRAMING ELEMIETNIS SH/DMN HERE WNCRETE SLAB: 93 AT NET AREAS, issuance o a p.r n ARE&ENERIG IN NATURE AND HAY NOT BE GONSISTANT 1.1 SEE FOUNDATION PROFILE AND bEMffRAL NOTES 1V2'MOISTURE RESISTANT GYP BD A5 the r granl:nR of a nbased o WITH THE ACTUAL STRUCTURAL EHGI/EERED RECIUIREMENTS SECTION SA AND STRUCTURAL DRAWIN&5 BY OTHERS RECOMMENDED BY MAMUFACT RER. n�nm uan ola ntr rn,n p,nls vzhall no7 be .hued In FOR THIS PRO.tCT.REFER TO THE STR1Gn4RAL DRAWIN65, FOR ADDITIONAL INFORMATION. 4D FIRE PROTECTION: , , n,af I t I f'( nt,hrahln DETAILS AND CALCULATIONS BY OTHERS FOR ALL SEE SHEET&-2 FOR FIRE PROTECTION SNEEi"-'NO.STRUCTURAL INFORMATION. OF ALL&ARA&E SURFACES. /A�.. • `-I•6 r , q 10 0.1 D-1 -- 4.1 I 6'�.GTURED W T1 LLEW TILE VENT DANIELIAN ASSOCIATES FUTH C2RR051 15TANT i ARCHITECTURE & PLANNING SCAEENS TYP. Iq 12 , 4� SIXTY CORPORATE PARK 821 PL IRVINE,CALIFORNIA 42606 0 4� rib (44q)474-60W dr -- ---_:-_:-- FAX (1`441)474-1422 k1l"VANIELIAN.COM I w w � 1� , T Q' D4�IEy.A4 A5.^aOGIA'ES EAPRES`..�Y - —�____ RE5ERVE51T5 COMMON LAW 24 x T4' 10 - gIM.i COPYR16 AND OT ER PROPERTY I.1 APPLIED MOULDED _ ___ -..__ ____.__—_ _ —_ RI6Nr5 IN n,ESE g1,N5.THESE I 'J'/♦fITiER PLANS AIM NOT TO BE REPRO W CHAN&ED OR COPIED IN ANY FOMI — V161ll1 -- ' _._ - - M MANNER INHAr'AEVER.NOR ARE ___ TICY TO BE ASSI61ED TO ANY THIRD \ --llllIl99_J--RL.___11LLLL111LL��_Y___dd.--lll akPL _ 4 L-_= 2 —r-. Pwlem nlydolrt FIRST alsrwlNlr� 23 ____-__- , TIE EXPRE55M MITTEN PERMISSION FN AND CONSENT OF DANIELIAN :- # 1 UU - lJ N 2 QpOFESS/pyl 4 F �e9 vy 4 c 4 r,- - 12 u+c. �. � 1 al IRfAN I c+ers - ---- _- ..- �lit _1 I 111.BATE W/I•SO. EAISPATIO FRONT OOZ..'I 1/2'SSO.FRAME FRONT (OPT.WALL AND BATE) -NO. DATE REVISION I 5/2q/0I CLIENT REQUEST PL PROJECT TITLE F - - -, NELLA610 II II II I II II II I I II II II I II II II o i i u Ilh I illl u o I i ------------ _ _=____ I____ _ T I I i Err n rTr rnnTn� Tncrrn �rnnn nTnnnrTri I IV�VT'# 24383 iiiiiiiiiiiiiiiiiiiii Tim«rii rr trrr iiirnlriiiiiiiiii I luununnlulu uuu uuu loon ulunuuu ulrNunnnuu, OPTIONAL u,:.iuuuuuuuuuuuuu luu u�ia lu,!.inuu nuuuuuuuu " u�l 2'x4'FOAM TRIM TYP. 1 e________________ TREATMENT ALL DOORS ___ _F � AND WINDOWS AT CORIER 4'=_= __ __ _ UNITS AND UNITS REARIN& S y_1_ _ ___ __ 0 _ ______I _ �-! PROJECT NO. 01002 �. II ON TO PERIMETER STREETS 1 I I SHLLI IIILE 11 I 11 1 "PLY' L J 1.1 6 — l r 2 PLAN ° Ii i CANTILEVERED EXTERIOR L I i 1 ; MEDIA NICAE ---- - _ _ - -- - - VP- _ i ELEVATIONS 'A' PATIO REAR (CA51TA) REAR ORIGINAL DATE: ELEVATION NOTES SCALE: 1/41'=1'-011 MAP..yl{ 001 EXTERIOR MATERIALS: CHIMNEY. 1.1 STUCCO 4.1 TOP TO EXTEND X-O"MINIMUM ABOVE ANY APPROVED 1.2 SOFFITS/BOTTOM OF CANTILEVEED R AREASr ROOF WITHIN 10'-0•. FOR P ERIVIT ISSUANCE 5TU000 ROOFINb: SCOTT fAZEKAS&ASSOCIATE INC- 0 ' 13 MANUFACTURED ADHERED STONE VENEER 5.1 PITCHED PROFILE TILE ROOF AT 4.12 SLOPE. TRIM, SEE ROOF PLAN DETAILS AND&EPERAL NOTES 2.1 FASGIA:2XS EXPOSED WOOD OVER. SECTION TA. Th .—DATE EXPOSED TRU55 ENDS.REFER TO DETAIL These Dlans have been reviewed for ad rence to tf� applicable codes and ordinance. Au orization Is 2D RAKE,2X6 EXPOSED WOOD. anted to issue a building p m 2.S DOORS AND WINDOY,5. 5T000O WRAPPED hereby I b City agencies. aaOroval by all applicablePRINT DATE 2'X4'FOAM UN.O.,SEE DETAILS. The issuance or granting of a Dar n�ir ur tl to approval of these plan �nl�lion Inf TIrrI°�I"r' bi1TTtRSr NOTE TO ALL SUSCONTRACTORSr Permit or naPpr ove anv5 v ,. 5.1 ALL ROOFSiO BE OVT ERED WITH DOWN SPOUT REFER TO ARCHITECTURAL DETAILS FOR 1 r �? Codas or l,na nce No I r':»'t f"r' a nlhnrily In wnl.ir r�n I r,. SHEEP N0, A�I.� A5 INDICATED ON ROOF PLAN AND DETAILS. LOCATION OF ELASTOMERIC MEMBRAME codes shall h�.nI'I UNDER EXTERIOR MATERIALS. rvLoln'�>� rnG°, (z 14•X34'CORROSION III DANIELIANASSOCIATES R3 ARCHITECTURE & PLANNING SIXTY CORPORATE PARK _..- IRVINE,CALIFORNIA 92606 _ 449 474-6030 -� FAX: (944)474-1422 L --- -- — ---__PL y AMDANIELIAN.COM I - DAY L A\AS° A'ES�Y III,, RESERVES ITS GOMYON LAN [.:__� --�r�,_O• —__ I I:OPYR 6NT AND OT1ER PROPERTY — �__ R 6 N TIM RNLS.TESE _ll - O � PLANS ARE NOT TO!3E REPROOVO® h7rrryTTnrrr TTnirt IG -S ----_I_.__- OR MANNER WV.TSOEVER.NOR ARE III II 11 I II 11 11 11 II I I O TNEY TO ASS16NED TO ANY TNIRD l�n�nnuuuuuu I I11 II II II II II II II II II II = +c:+I III - III—WITNOJr FIRST 05TAa1N6 I II II 1111 II II TE EXPRESSD WrrEN PERM WON ON LLUJULLLILLLU PF AND DAMS OF DANIELIAN yT_____________ ASSOCIATES. I I --- r FESSIn CANTILEVERED I I to' L cMEDIA NIGFE - - I I UR C.I c aezg i - ECF CALE� 3 _ D-2 N LEFT ENTRY I DATE RE COURT YARD LEFT .IIENT snRiol cuENr ReauEsr (y 14'X24'CORROSION RESISTANT it------i i LOVVEIRED VENT,ATTIC ACCESS Y'V STUCCO WRAPPED FOAM TRIM 2 S PROJECT TITLE - --- - VELLA610 TRACT# 24383 Q, L=11=J I rrnmrrtTnrmn Tor I OPTIONAL I uuununlluuuull FOAM TRFATE AMOR.S I I III II II II II PROJECT N0. 01002 I I � AND WINoCORNIERCORNIERAT CORNIER , LL1ULUL�tyLLluy -- - - - -_ - UNITS Ards UNINI TS REARING ------------- FL ON 70 PERIMETER STREETS `-----1 SHEEI I II I I II I I II PLANII EXTERIOR II I I I I - I I I E N5 li 'A' I RIGHT OFFICE /CAS I TA RIGHT ORIGINAL DATE: SCALE: 1/411=1'-0" m MAR:0 EQ1?i APPROVED FOR PERMIT ISSUANCE SCOTT YAZEKAS&ASSOCIATES,IN , DATE BY These Plans have Deen reviewed lor�dhere euthor .to the a pplicablean ed todes and ssuerdan bui dingApermi pen hereby gr approval bV all aPPIicable o-"Y agencies. The issuance or go-" ,g of a permit ased on apnrnval of these DI.Tn; shall not De co trued�t°N0. nerm,l or ,dProve any viol al ell or ,the I Pnrte� o� irroP-Ie. No Pnrmlt presum to give r cancel the provisio -,such rclVal nl�.v:-iJ r-- 4------� I I II I❑ I� ( - JIII II — I 1 DANIELANA SS OCIA TES -------- - ARCHITECTURE & PLANNING 51XTY CORPORATE PARK CALIFORNIA 9260 IRVIN 6 Lf M44)474-6030ll FAX: 044J 474-1422® w — Y~.DANIELIAN.GOM I WooD � - Al s� �L _s- RESENI rS c HI"t A.v — I ROOF PLAN 7 = Ard•J OT ER PROPERTY - - ; __ _ a ____-- 1 RISIfS IN TN OT PLANS.HERE SCALE: 1/8"=1'—O" — - ___ , v,.ius Ars NOT TO BE RErRogrm I LNANSEO OR GOPIm IN ANY FORM OR MANNER V ATSOIEIER,NOR ARE *- D-2- - ��Li I THEY TO BE A96I61ED TO ANY TNIRp --- --- 1 PARTY YUTNOVT FIRST OBTAINING 'k IL -- _i �.-' � Dssm ITTIN E-IM 15510N E= � i r _ - --- 5 �P`' oT. •q_0 _ QgOFESS/p � 9' 0" CLG W.I.GATE Yt/I'SO. 7 BALLI/STL'RS AT 4' C. 16070 04.1 I/2'SO.FRAME FRONT C •9 _D lc__ T.---------- -.-----.-T Q (OPT.WALL ANDbATE) ;; — ----- -- -----1 1 ",eo6e I \ PLI,SOFFIT TO N0. DATE REVISION I I 2 I /2R/0I CLIENT REQUEST p o 6ARAISE 2 I 9'-O" CLG _ 1� I (FROM T.O.C.) 0 I o SFIEET V FOR I IRE PROTECTION I bARAbE SURF � FF o = aa - a POTSNELF PROJECT TITLE SCf EXT.Ems. PARTIAL F I R5T FLOOR PLAN 50FF1T To 1l VELLASIO 2 I� -_- _ T'RAGT# 24585 7 I PROJECT NO. 01002 � I C LEFT SHEET TITLE PIL PLAN 4 EXTERIOR ELE1/ATION5 = Iro 'FT b - --------- --SLO lE3l t 9' PE Pik FIF LI �yl I/7'pr I /2' P -. . . TY ORIGINAL DATE: APPROVED FOR PERMIT ISSUANCE SCOTT rAZEKAS&ASSOCIATES,INC. BY DATE DATE These plans have been revlevved for adherent applicable codes and ordinance. Authoriz PARTIAL FOUNDATION In granted to issue a building permit nding approval by all applicable City agencies. RIGHT The issuance or of er granting of a pmi ba t EEf N0. 5GALE: 1/4"=I'—O" Pe-1 l o pf these plans s1„11 „nl he tnnsl „d —I.a permir annrove qny vinl�ti�n thr r,'aI+1 r. codas ,, -1- N. 1,..1-1 Ir 1 III i i I i 4rPL a --- ---- - DANIELIANASSOCIATES --------- —�— ARCHITECTURE & PLANNING SIXTY CORPORATE PARK IRVINE,CALIFORNIA 42606 4 II II II I II �� Is ; (444)474-6030 Lwl Iw FAX: (444)474-1422 p 24"X 94' 1 Y#".DANIELIAN,£OM 0 sIM. ' — 5FUTTER N/OULDED gIM. - -- ? A 12 DA\L�M A550CIA'ES E<PRES`�Y RCSERVES ITS GOMIION LAW C,OPY 1 AND OTER PROPERTY I � RIfiNTS IN TESE RAILS.TYESE P�„W5 ARC NOT TO°E REPRODULED --- ChANSED OR COPIED IN ANY FORM - I , l DR MANNER A55IGN TO ANT ARE TrEY ro°E A551FilED To AM THIRD 16 I PARTY WITHOUT FIRST CISTAININS 1 PER^I ,0 _ _ Sim. i AND WNSEM OF DANIELI �' DN I�•� 11 1 41 ___ _.__ — —_ — _ P ASSOCIATES I I 9'-0" CLG 1 ---� QROFE 5---- I _ YLI 6ATE Y'V 1'S0. - 19 I BALLu5TERS AT 4' l C 4829 O.G.1 1/2'SO.FRAM I� Q 1 (OPT.WALL AND 6ATP.J FRONT c_S'd�Q? ,-0 &ARA&E 2 ry 1 9'-0" CLG I (FROM T.O.C.) NO. DATE REVISION I dS - 'I 9/29/0I CLIENT IiEC,AlEST O FLOOR PLAN — PROJECT TITLE -- VELLA610 r I' TRACT# 24585 PROJECT NO. 01002 LEFT SnEEI TITLE PLAN I l - J � 1 1 _-. -4 SAVE PL EXTERIOR I Il_ i ELE\/ATI ON5 I 1 - E] 0 L I 101 ROOF PLAN' , L SCALE: I/8"=I'-011 ORIGINAL DATE: :KI'F 3u LU� fV LAPPR- FOR PERM IT ISSUANCE SCOTT rAZEKAS&ASSOCIATES,INC. By DATE These plans have been reviewetl for adherence lipped able codes and ordinance the . Awhorizati -- y granted to issue a buifdim}permit pe d aPPr"at by all applicable City agencies. �ONT DATE LOPT.STONE OPT.STONE The issuance or granting of a permit bas approval of these plans shall not be conslru to RIGHT cn'r as or o.1 oardlnanee any atRon of the apPII Ihle SCALE: I/4"=I'—O° rlu,Pri,y In vnl,;i n, r I`I;r P.rn Isln ° sfiEEr NO. phall hn', v / ♦_1.1 0 f✓ 1 1 I 1 i DANIELIANASSOCIATES ARCHITECTURE do PLANNING i�� __ SIXTY CORPORATE PARK L NOOK - ----- 12 IRVINE,CALIFORNIA 92606 9'-0" CLG _ 4 r i PL FAX: (444)474-1422 I I 1 YVWW.IPANIELIARCOM T5 C4MMON� _ I I,I 6ARASE 1 e, DANE.AN A550LIATES E F ES5.Y It �•� I (FROM T.O.C.) 19 Q LL LJf i T LOP.RIGNTANDot1ERPROPERTY I 9-0" CLG _ rr'Ci s Irw I; FL i Q Rid NTS IN TIESE PLANS THESE F �i ____ . .... ........._____.......-. I RAN5 ARE NOT TO BE JL •• OR I M K WIAT50EVER.NOR ARE I '1 ' i LNANGED OR(.OPTED IN ANT ORD 12 FIRST OBTAINING /// TNOJT i I 9'-0" CLG II —_ _ ---- _14 PARTY FIITHEY To BE ASGIGIED TO ANY THIRD �-� - issloN —_ AND C,C,NSeNT OF DANIELIAN I 1 I ' --- a o LT w o &ARA&E r �QµOFESS/p Y I e �+ � �1 W E m �1 I 9'-0" CLG ^ --.....---- -----— _ ti n (FROM T.O.C.) 1 l� s FLOOR PLAN ' f i CAL v. YY DALLUSTLR.S AT 4' I y Or—1 I/2'SO.FRAM N0. DATE REVISION (Oli WALL AND LATE) FRONT I /2,/GI OLIENT REQUEST PROJECT TITLE r NELLA610 TRACT# 24565 I _ -. .__. - _ PROJECT N0. 01002 �IEAVE Ff JA 'T� SHEET TITLE * MEERACCOf,IPANY I I CTIONAL REQUESTS PLAN I EXTERIOR C �] L ] I� rPROV ELE\/A� SGALEROOF PL/8N I -O I OF LAKE ELSINORE I�I AiL I PECTIONAL RENY USTS n- I u { AS fcEV,,,�J Nlo 11u,4+.......� C_.- UILDING DEPT. ORIGINAL DATE: ® MAR 3J 2001 LEFT RIGHT SGALE: 1/411=1'-0" APPROVED FOR PERMIT ISSUANCE , SCOTT FAZEKAS&ASSOCIATES,INC. SV DATE These plans have been reviewed for adherent PAW DATE applicable codes and ordina nee. Authoria Ion Is hereby granted to issue a building permit riding approval by all applicable City agencies. The issuance or granting of a permit b 'S'HI r NO approval of these plane shah not f t cons, d A_I. permit or appr ova anv vinlnlinn of the Al, :r,eblr•. rndns or nrd Inn nnn Nn nnr n+ll nl nsllmnA qi+r .. - n:11—ty to v:nln rn nl r;l:lr rl the,•rovlc:nn' 12'41• A-4 Aib NG PAD NG PAD 5'-6•XS'-0• CONG.STOOP LA ION W/IATIOt1 A/ AT EXTERIOR 5LA8, GoNTRAG aw .71/M21NMAX 206 1506.0 DAWIELIAN ASSOCIATE$ sEE AILS ARCHITECTURE & PLANNING 12 51X7Y CORPORATE PARK D-2 IRVINE,CALIFORNIA 92606 M49)474-6030 FAX: (949)-474-1422 ?~.DANIELIAN.COM tJ, OPTIONAL PATI O/DEGK ® DANIELAN ITS CO POIN EAPRE55 Y RESERVES n5 GO'MOH LAW COPYRIGHT AND OTiffR PROPERTY RIGHT5 IN TIESE PLANS.TIESE RAN5 ARE NOT TO BE REPROD W _ CHAN5ED OR GOPIEV IN ANY FORM CR MANNER WHATSOEVER,NOR ARE THEY TO BE A5516rED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING TIE EXPRESSW MITTEN PERMISSION AND CRI,EWT OF DANIELIAN A!hDLIATES. o90FESS/pA,I to hem Ta THUR C. i IELM ON&RACE .C48 (REFER TO STRUCTURAL DRAININ65 BY OTIERa) ��CALIFOQ' r I v I NO. DATE REVISION VERIFY ELECTRICAL AND PLUMBING x REQUIREMENT AT KITCHEN 15LAND A/GENERAL CONTRACTOR I I I I 4 AT EXTERIOR SLAE: L 6'MIN NBC 205 4 1606.0 T UY MAX 2'BELOW SCREED SEE DETAIL 5F 4 PROJECT TITLE LINE OF 6URB CUT AT .DR. r S'-0•X 5'-0 - VELLASIO COW STOOP AT OPT DOOR�� LINE T CURB GUT AT OPT.DR. F� 9'-0'X TOO O L ,FT GONG.STOOP r SLOPE I PORCH Q _— I AT OPT DOOR h rIY SLAB .AREA OF OVER PaR 4 TRACT# 24585 AT CASITN OFFICE OPTION FOUNDATION NOTES PROJECT NO. 01002 IN THIS PROFILE 15 FOR IFY) DIMENSIONAL INFORMATION ONLY. N v SHEET TITLE REFER TO DRAWIN155 BY OTHERS FOR ALL �Q 571W07UtAL INFORMATION.STRUCTURAL ENGINEER SHALL PLAN _.. PROVIDE ARLIHTEGT WITH FINAL DRAWINOS PRIOR TO CONSTRUCTION. t REFER TO CIVIL AND LANDSCAPE ORAAINSS FOR ENTRY PORGIES,PATIOS,STOOPS,AALKS DRIVEMAYS,Y/AL.L5,STEPS,ETC.NOT SHOM HERE REFER TO CIVIL DRAAINGS FOR ALL BUILDING LOCATIONS. -- _ .._. _ __. --. FOUNDATION 64RADIN6,AND FINISH FLOOR ELEVATION INFORMATION. REFERENCE NOTE , PROFILE FOR. REFER TO. FOR REFER TOE ............:.........................•......... ................................................... SYMBOLS AND SHEET&-I INTERIOR FINISH 6EIERAL NOTES SECTIONS 9 IDA ABBREVIAT1045 SGHEVV-E ORIGINAL DATE:f� n FOLNV DSCAPE PRAKNISS,BY OTHERS INFORMAA TION STRUCTURAL DRAKN&//DETAILS PLANTERS,ETC. CIVLA'IL DDRAAINISS BY OTHERS B1'OTHERS. o' 6ENMAL NOTES SECTION SA FIREPLACE &-I old OCNERAL NOTES SECTION IOA INFORMATION ^ FRAMING STRUCTURAL DRAAIN&S/DETAILS .. INFORMATION BY OTHERS de ERAL NOTES SECTION 6A APPROVE FOR PERMIT ISSUANCE ELECTRICAL T-I(INDEX)ELECTRICAL PLANS '- INFORMATION 6-I od GENERAL NOTES SECTION 16A '-0 4'-0' _ 6'-0' 5'-a' 2'-0' IT'-0' 2'-0• SCO7T rA2EKAS&ASSOCIATE�1 —_6-4_ __ 71-0• By DATE GBILIN&VOLU-E/ &-I,and FLOOR PLAN These plans have been reviewed for adher p� applicable codes and ordinance. Autho >J,4PAI ta.TE C. SHELF ' _ ________________ -__ 4S'-0' hereby granted to issue a building per dYF riQ" o approval by all applicable City agencies. The issuance or granting of a permit ased on EXTERIOR ELEVATION'A'SHOPN ml,al ofa��etsee h^rts Yshlallion not the �19NEf'1'IP10. INOTE, FOUNDATION PROFILEin 5r�ALTERNATE PLAN SHEETS FOR ALL -ones or ordm.ncn' Nn'prrmn pres�lm to u:, ALTERNATE PLAN AND ELEVATION - .,i..•I rt,c ac of >.: GHAN&E5. SCALE: I/4"=I'-O" 11; A 2.1 45-1 i -- II'-I°• -- 14 D' A- T yr E 9'-0" CLG MIN.10'-0' N.I '-0' . i FROM SEE OPTI • --19i PROP.LINE .LINE PATO/DECK 5 OFFICE- n - NG FAD A/G PAD ^' T DANIELIANASSOCIATES 9'-0" CLG - _ --- `--'- FY LN�,ATION YW L /(VERi, ru ARCHITECTURE & PLANNING a T o _.J coNrRAC oR,_ W. I _TEMP- SIXTY CORPORATEPARK 2050 F6L5050 DL 0SLL P&L 5050 SL 5050 5L RNE, O(944)474-6030OPT SOW S60 MP.AT OT �O I W. IT oP MEW) FAX: (944)474-1422GASITA m Y'01M.0ANIELIAN.00M � �rl � SEE oPrBEDb QZ � -'i i �l pp Ar L FAMILY // Y1 DEN/BED 6 :' NIG11`� 4 �d RE5ER A4 ASSOCIATES EHPRE55-Y RESERVES ITS OOMNON LAW _ LIVIN6 II -0„ CLG "I6rtew PL ne,51! 1=__ -. w 9'-0" CLG IC--SOFFIT TO Oi RI6H15 IN THESE PLANS.THESE Q9'-0" CLG I D'-0' o - I'{.IdE ARE NOT TO ae rsEPRooucED 7 n -- - WJaIER WIATSOEV6tI NOR ARE e ----- -- 9-S• _ 1-4• p nF'ro 6t:Asslsrm To ANY nxRD OPT.DR. do PARtt WIT OUT S FIRST ODTAININ -4090 5L 40A 5L 6 �' ..�T - / •Box THE ExPRESSED YRITTEN PERMISSION I /i '^ RAISED 12'• A550LIIATES OF DANIELIAN T � .. OFFICE OPTION GSIT,4 OPTION 26 -°" °L — V DIP" 'f I .SOFFIT I L LVfly1� I t I yROfESS/p 220 50.FT.ADDED 220 50.FT.ADDED "`✓✓JJJ P _ r TOP AT T,_II• r' L p I I a1 TO AT T'-'I ;�• m d I t L ( _ TRIpt C, s_ o8-0. NOOK i o c482g ~ w-. - - - - r �. I. L r - o m lad-6'------ ----/ I g -�rr I 9 0 CLG L ` P* 5L 2O5o F ui ooiF �k _ - n OF CALIF�'� i _... OPT.LINEN - PROVIDE(1)LA L I... L I.. �.. i 9HOFERR 5/6'T(PE'X'6 `T ih j —I OPT BED b BD 5T ALL t '4 i CL IS OF ENCLOSED USABLE I R l f _ h L _ _.... _.—_— _..__—_ AREA BELOW S AIRS OPT.GABS L- I I 4 GLIPFD GL6 tv - I L =�`' L .. C NO. DATE REVISION Q Iz 5 �� L - n 9rin/oI cuBir Rrxa Esr PATIO y 9 I u --- -- '--- � P LOW WALL }'� �-{�/� ' - 4 I LINE OF -_I. ni I I Y I Itl1 W I L T! _1._Fol Z /01 PyGCORRECTION DECK ABV. 9'-0" CLG LSTAIRS: 4x 4'DIA. E 18._Z,. - I' rEA L 4° Gf V.T.O. I S 9 9 r s-i s-r T-9 _ z'� r-Ir �I- 1'b PEEFaP) _T_-- Z050 Fb(TEMP) .02 I 14Y MAKE-UP i� - I -` ` . ��(TEMP) VE- OPT II 1R \(TEMP) II � II!� 6o6B >ry_.-_ as 6�y �=- -ggLL-- — o ,T, � 9'-0" cl•G '_4 ir PLA TFORM4'-0' S'-10 ❑ PROJECT TITLE -xr avrLm 1 2666 `\I SOFFIrT� / I ` _.I- -TRI 8. 0'-CLG--__--_ �� ,s O PTIONAL PATIO /DECK �J tI D'O.9oFFlT I I OPT I 1 9/B•THIG.ZbbD 0�-0° -- — -_ - - �ELLA610 5 FT.ADDED JJ BA. AR _ I / I SYl TI6HT FITTINS �p� ti B'-O" W.H.VENJ i vV SELF G O.. L I Fbl. VIA/H 2868 i ,4RE>� GPiLGUL TIONS [ 4 — I 4%TId`HT �- — __J , )' OPT. G I 9'-0" 14"X 6'CORROSION 9 B:-Z" 7 4 9/4 WALL/ I TRACT* R w C T* 24565 STANDARD PLAN VENTS Ar! LOCATIONS o-I I / OFFICE OPTION ADDS 222 50,FT. ,4Z X544. - b"MAX.T(2)LOCATIONS LAB 0 ---- Q -— O -J FIRST FLOOR Iblb 50.FT I - -___ __ 14' SECOND FLOOR 1646 50.FT SEE OPT.OFFICE I RE x 6'RESISTANT EXHAUST 2 RESISTANT EXHAUST BED 6 OPTIOW BA 3 NO 50.FT. �`- li `� Ri ATT VEN79 AT(2,LOCATIONS PROJECT NO. �T TOTAL LIVIN6 AREA 9262 So.FT Q - _�i _ 6"MAX ABV SLAB OOO` 6ARA'SE 1 42T 50.FT B SEE OPTION D SOFFIT TO �/�� bARA6E 2 222 50.FT I l�'� - GASITA AT D-6• SAIy�Vir. SHEET TNLE 3 LOFT OPTION NO So.FT. � I IN _ COVERED PORCH 41 90.FT b{' ' L�., __y ..,..�..,_.-RBI 6ARA6E � I 1FY� Q,. 0" CLG BED 4 a BED 5 OPTI BA 4 NO So.FT. 9'-0" CLG O (FROM T.O.C.) 2 BED 6 OPTION (FROM T,O.C.) O 20'-0'x20-0'CLR.MIN. R PLAN 2 PATIO/DECK OFT. ADD5 150 50.FT. 15EE SHEET 6-2 FOR 15EE SHEET 6-2 FOR FIRE PROTECTION OF FIRE PROTECTION OF NO SG.F' FIRE 6ARAbE SURFACESOPT ALL bARAbE SURFACES 6 RETREAT NO 90.FT.ADDED PTO \\ H 6H WALL FIRST '� BON/5/PDRMET BAR NO 50.FT.ADDED 49 - - ----"--- -. - -_ a `_�w __-.�_ - - FLOOR PLAN L LINE Or R 8 GASITA OPTION 222 90.FT.ADDED SEE EX,ELEVOFFIT FLOOR ABV. - SEE ExT.EL.EV REFERENCE NOTE O L, �i; O —_— __ _4 ORIGINAL DATE: FOR� sssss.ss.......s. RTsOs....................... FO ssssssssssssssss.REsR.TsO.:s.s.........s.s....... ABOVE SARASE R iA R,9 2!11 SYr-1BOL5 AND SHEET&-I INTERIOR FINISH 6ENERA.L NOTES SECTIONS 4,IOA B A ABBREVIATIONS SCHEDULE A-Zb A-2 APPROVED • FOl1NDATON ST .1-TUR)FOUNDATION PROFILE EXT.S,PLANTERS, CIVIL NI ST HOT BY OTHERS FOR PERMIT ISSUANCE INFORMATION STRI;GTURAL DRAY'flNb/DETAILS STEPS,PLANTERS,ETC. CIVIL DRAWIN69 BY OTM1ER_`+ BY OTFE N SCOTT FAZEKAS&ASSOCIATES,I 9ENERAL NOTES SECTION 9A FIREPLACE Frl and GENERAL NOTES SECTION IOA I 5" 5• BY DATE ( INFORMATION _ These plans have been reviewed for adher e o t e FRANTIN6 STRUCTURAL R-5 DRNYIN65/DETAILS app l ioable codes and Ordinance. Auth f ITFOI��ATION BY OTTERS I'-0'_ R-0- __-- 1-0' 2-0' IT-0' Z &ETSRAL NOTES SECTION 6A -- q hereby granted to issue a building peryT�iTE ELECTRICAL T-1 ANDEXI ELECTRICAL PLANS II'-0__ __ I� 6'-O' ___b'i' 21'-0' approval by all applicable City agencies. -__-rF--. --_ INFORMATON 6-1 and 6ENlERAL NOTES SECTION 16A The issuance or granting of a permit ased on pf'-0• _ approval of these plans shall not be co rued to NOTE. p ---' -- permit or approve any violation of the S EXTERIOR ELEVATION'A'9NOW1 FIRST FLOOR f LAN - c-dcs or old,...— No permd ��'IMO. �_/,./, CEILING VOLUPE/ 6-I,and FLOOR MN SEE AL76RryA76 pL,AN SFEET9 FOR ALL authority to vinlate or cancel the pre5um luo Silo 1 1 ' INTLRIOR SHELF ALTERNATE FLAN Arm ELEVATION / ,F II 1 II Pravis to I.:.h s INFORMATION - CHANGES. SCALE: I/4 -I -O cedes shall ba val,r! __jLI BA 2 . i_ -- --- ---------- -- — — — — — — -- — — -, -442 HIS I I Pwno/DEGK® I I 5-10 .Sb•DR"lowII II r SUARDRAIL b DECK II D II A . �� II A-4. I A-4b II 12 I I I I DANIELIAN ASSOCIATES 8'-0" CLG D-D D-e II II ARCHITECTURE & PLANNING it rr IboSOSIXTY CORPORATE PARK �eobe �m" sosb ..._�her+P) -v_-- .....--------. .--- ---=_ -.---- IRVINE,GALIFORWA- 42606 Orr.._ lobe __:. 41 y VANITr 1 �e (R49)474-60W OPTIONAL PATIO/DECK —- --L-- orc F'RL•PLAce r FAX: (ANI IAN.r, M r-s• lo'4 5 FF(- wi c® n T n WWW.DANIELIAN,GOMISO SO.FT.ADDED ..CLG, _.... o iT 8'_- C`� VANZ-es ITS AN C A-Lb 3 OPTIONAL LOFT 4 i 1 Q J M BED BED 2 5�X60 ' DCOPR16M ANp`OTER` 5 . NO 50 FT.ADDED FROPERx ?'-o'er. D'-s' * _ _ ..._ ._ .._- g—p" CLG B 0 CLG FLANS AtE NOT TO ee MREFRODUOm — _ VOL CLG aoao x ... I IE—Bowen SOFFIT `� I oPnoNAL n CMANSED OR GORm IN ANY FORM BA I TOP AT l-6" RETREAT® OK MANNER FHATWEVER.NOR ARE -0" CLG. - �-AT T'-o F THEY TO Be ASSISNED TO ANY THIRD Lp 1 p I in 1 /L m.l T OPT l �' .. I __.. (rcP) .___._ ... - _:. AT-0 L rARx WITHDUT FIRST oerwININS _ 6 —'- 9 SIDE F P. �y� THE"Fituss D MRITTEN PERMISSION II 1- 7fB0 - AND CONSENT OF 17MIELIM L. ® AT LEFT ,,[� I I T OF716 ri ATTIC97j MBED I I RETREAT I 4 L——J l I � — I I _— — BA v VOL CLG ° I 7l—eoreD T'oPrrc - `,= -- I S• ,h. r ,I-b.f .,�C.... ---oPr.�1 il l �SQaDfESSIp � .40 Low WALL Fv LINEN I &e o 14- GM STANDARD .; .._. D EQUAL > SPAIm SHELVES L—J C� Arnc FMJ I Arnc PAU BA 2 — _ " u R- a B_ED_5/LOFT —— 2'-0. 0 s' ;iWALK ifs — / / I ,-� - ' 8'-0" CLG NO. DATE REVISION I OPTIONAL F.P. AT RETREAT 6 OPTIONAL RETREAT - _ I I S ....._.... Ii _ 1T '-S' 4'�• _ IS'-I' - I S/2R/OI CLIENT REQUEST NO 50.FT ADDED ♦v♦ I -IE 12 /SO/OI P/G CORREGTON 10'-4' nl - - I ®AT LEFT / I OPEN TO OPT. ASDAR BELOW PER GAD.MAN, ,I il� ITf � i 11N1t�R � ( ' COUNTER I CLG _..� 'QQ � _- A I �/� � 1 eY 9 .r O �� _ '-l" CLG. ry J / n ' '.... b ' BA /r fY g .____ —.—-.--._—_. 2050 F6L 2050..F6L 2090 F6L 2050 F6L P - T DOow TOP TOP DOVW TOP DOPED 4 �I fl OFT! I /PROJECT TITLE n ; 8-0" CLG I _ ��j(— Q'. 8'-O" i.. j ...... I I __.-. ..... __...._ ..--. _ .__ , _.LJ DAR e'-o„ CLG 26eB .vlll S'b S �' (._ PER MM n LAVO _! ins 4A•Low _. w&*4 r SPLIT " I e'-o° CLG II I I _ ---- - . COUNTER n o .42• 46Q it - ^ 6'-6• 31 T_ll• _ '- ''�-- n i L_, NNN g_ TRACT# 24383 BONUS IRK � q� ___..Q 1�____,..._ _..S'-LI'.. ..?-T._..._ ...., .Q � Q 1 �j Yri� 7 I r- n BONUS/BED4-B�175 8'-0" CLG. n I 8'-0" CLG Q PROJECT N0. 0002 n I � SEE OPT.DED4 s ;p BEDS®AT LEFT SHEET IDLE BED 4 BED 5 I .®AT I NUS 8'-0° CLG 8'-0" CLG I PLAN 2 I In I � A — .: = SECOND x L -- FLOOR PLAN BONUS RM w/PDR/WET BAR OPTIONAL BED4 D5 Y BE t♦D 50 FT ADDG'J I EMT. I Y I - - - - - - - - - - - I n REFERENCE NOTE FT ADDED l -na�...._.__ ... ._.__.......- ._.__.. ..__........_.._... ......_,....._................_........._.__..------ L- J L J------ ----�---' - ORIGINAL DATE: „y ) —1 FOR: REFER TO: FOR: REFER TOE ® MAI 13{0 200 Y ................ ..................... .... ... ....a•o. ....................... D A SYMBOLS AND •I G-I•• INTERIOR FINISH GENERAL NOTES SECTIONS 4,IDA A�.b A-p, ABBREVIATIONS SCHEDULE FO[1NaJATION T-I(INDEX)FOUN12ATION PROFILE EXT.HAFIVWAPE, LAND50ARE DRMINSS BY OTHERS APPROVED INFORMATION STRUCTURAL ORAriINS/DETAILS STEPS,PLANTERS,ETC. CIVIL DRAININ&S BY OTHERS FOR PERMIT ISSUANCE BY OTHERS. SCOTT FAZEKAS&ASSOCIATES, , GENERAL NOTES SECTION SA FIREPLACE G-I o,d GENERAL NOTES SECTION IOA INFORMATION Ry DATE PRAMINIS STRUCTURAL ORMINSS/DETAILS INFORMATION By OTHERS ---.�'-?' ...- --------fie'-lo• 2'-10' s'-O• r-4• s'-0• ?-lo _ These plans have been reviewed for-0dhe nce to the applicable codes and ordinance. Au[h IRRtNTnpeed DATE SETERAL NOTES SECTION bA hereby granted all applicable City agencies.per [ pending ELECTRICAL T-I(INDEX)ELECTRICAL PLANS _ The issuance or g Fermi based on --- ----- approval of these plants .hall not be c INFORMATION S-1 ctrd SENrtRAL NOTES SECTION 16A � Permit or anprn Vegrantin of a NOTE. ,�pQ¢¢)�qq�� CXTERIOR ELEVATION'A'9FIOYN any violation of the r7 in I? !•" CEILINIS VOLIa�/ 64,and FLOOR RAN SEE ALTERNATE PLAN SHEETS FOR ALL r r nr INTERIOR SHELF ALTERNATE PLAN AND ELEVATION SECOND FLOOR PLAN code's nr nrnlne No , mit presun ,I f g'vn A— /3 n'y,o r• c Ir,nl the,u nv15� s of sI r, i. INFORMATION 50ALE: _ _ - DANIELIAN ASSOCIATES � . \ ARCHITECTURE & PLANNING 1 L N AXwoe a wINJ'/! ` a • 51XTY CORPR OATE PARK Y S �6F r.r/l (UNDER WIND vP } IRVIE CALIFORNIA q2606f (944)474-60300 Fy :. _ FAX: (444)474-1422 V III \ AT OPT. T� i 0AM.DANIELIAN.COM ADOONED % • ��- / � OPTIONAL PATIO /DEGiG �'�4 I ' �' .� [ DAN CS ExPR L55 RESERVES IT5 COMMON LAW CaPIISHIT AND OTHER RISHTS PROPERTr THEM FLAW IN HOT P. ZiRO - -1 TAN5 AItE NOT TO BE REPRODUCED 3 CMAW17 OR COPIED M ANY FORM TO BE ASSIONED TO ANY THIRP PARTY WITHOIR FIR5T OBTAINING 1 TIE EXPRESSED YRITTEN PERM1551oN AND CONSENT OF DANIELIAN ASSOCIATE, off [. l.. 1. L o OFFICE OPTION !I �v Mkt . -�� ;{ ?�_. � _ .�� . L L QSOFESS/ 'i, R �� 'D•.•yy IELl4fl 1 i Y \ > UP TO-Ar"i4 OPT. L_ E. t._. r, .l.. ..L if NO. DATE REVISION I13 Nf �� ♦ r © 41, (AT OPT), I �,y/�F I /�• I:, r I O�. `. t L� "'-"• . L IAA \ / V01 CLIENT RCOIJE3T FL I 'D � }\ 1'` Ib LHT I 1 i'' �. I..I, .. UP TO TO 4 JP TO BED 6 OPTION ; : m n 1 I i i C `�"• /�� }-�I.. •^Fpl I:�{,� %' CFfl I. ,UND@t OAI�. ) PROJECT TITLE GPI ! �.�.� F� �1 L T,, FLJda} i _ VELLA610 TRACT# 24553 0 0 GDO AT CL.G. .. .. / .. ... .. .. .. ,, FP I 1 PROJECT NO. 01002 GASIT OPTION 1 1 �':J•1'' •�.. I \;✓I\mot',�.�: SHEET TITLE 15DO AT CLG. I FIR IRR�I�LON 'i 5EE SHEET G-]FOR I FIR PLAN,1 , iR —.... FIRE PROTECTION OF GFII � ALL GARADGE SURFACES 1 I�� 6A5 ^� p METER A P V1 P1 V E PM�OTOS\N\ \ — EE 6-2 FOR MIN, n _ _ FIRST FLOOR _.-_ — / FIRE ARAD !SU F 1s AS hEV„ D \ ——— ALL GARADSE SURFACES I CITY OF LAKE ELSINORE UTI L I I I REFERENCE NOTE \_--�� \\\ i ��'�PHOT� -\` — BUILDING DEPT. PLAN FABBREVIATIONS REFER TO. O REFER TO. �L.. %. ...." •-- \ tom J 4 } SYF, O s AND SHEET G-I INTERIOR FINISH GEHlzRAL NOTES SECTIONS 9,IOA C a J c" '. ORIGINAL DATE: FOUNDATION T-1(INDEX)FOIRVATION PROFILE EXT,HAR K51,APE, LANDSCAPE DRAWINGS BY OTHERS INFORMATION STRUTTERS.DRAWING/DETAILS STEPS,PLANTERS,ETO. CIVIL DRA"HISS BY OTHERS I BY OTIC9¢5. PER G.SIWOIIIE FIRE STSVDERD GENERAL NOTES SECTION SA FIREPLACE G-I and GEHlERAL NOTES SECTION IDA V INFORMATION FRAMING STRUC7ERAL DRAWINGS/DETAIL$ INFORMATION BY OTHERS ROVED GENERAL NOTES SECTION bA FOR PERMIT ISSUANCE SCOTT FA2EKA5&ASSOCIATE INC. ELECTRICAL T-1(INDEX)ELECTRICAL PLANS By DATE These Tans have been reviewed for ad rence to th applicable codes and ordinance. Aut INdORMATION 6-1 and GETEIRAt.NOTES SECTION IGA hereby granted ro issue a building p it pending approval by all applicable City agencies. PRINT DATE CEILING VOLUME/ G-I,and FLOOR PLAN INTERIOR SHELF The issuance or granting of a per IWORMA11ON approval of these. plans shall not-be nst rural Ir prrmit or approve any violation of It applicable EXTERIOR FIRST FLOOR PLAN Fj(TE1RI01t ELEVATION'A'SHOVN m es w ordna nco N. nermn Areal authority In vmintn or r.anrpe the p�nvl „OTr,�','l�f�. SEE ALTERNATE PLAN SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION SCALE: I/4"—I'-O" trdrs•,hall bn A —2. i( (iHbAT'IGES. — 'fri` 1 ft. L ,\1 -- -, 1_ L - — -_- tt LC�= t OPT. / ® DANIELIANASSOCIATES ARCHITECTURE R HIT PLANNING ._ A C EC & f ✓�.�i I I SIXTY CORPORATE PARK 41 — IRVINE,CALIFORNIA Q2606 i 4 4_, --� (cii 474-6030 I4AT OPT. /Jj�I 1 6(TERIPJlom FIRE E / ! FAX: (111 474-1422 \ _ \�SOb ;�}/ If"MAu �� WWYV.DANIELIAN.GOM AT F/F JC -I, lit L 1 .101 L I -L j' JAN:ELIAN ASSOG.ATES ExPRC55LY \ \ I I I /� RESERVES,ITS CaMroN LAY OPTIONAL PATIO/DEGK ; / i / i /I GOP RI6 A0O ER PROPERTY I "' towns IN T ESE PLANS.T EsE_ OPAL LOFT ✓✓ 150 50 FT ADDED PLANS ARE NOT TO BE REPRO m TNIRD NO 50.FT.ADDED OR MANNER WHATSOEVER NOR ARE CHANGED OR COPIED IN ANY FORM pPT, t THEY TO BE 6NED TO A I NY ' }}�.{LL��1'- 'Ill yI THE E%PRE55W YRITTEV TAINT IS I WITHOIJr FIRST OB _ r_. 1 4 <aIR■... PERMIs510N ' pjp -.. i I1aJ CONSENT OF DANIF1iAN T. ` - l- - 'K A X70'I OPT.s� I ASSOCIATES_ �� / ICI ` AT BED] QQpFESS/0l //-- I. _, r � ——————— I L N�1! HUR C. We 1ELA I -- .' -� l' ATTIC FAU PI.ATTFORM 4 OPT t> i I i _ oFpnuF/ `\` F.A.U.4 TON DOYN F.A.U.7 TON Fwlfft YY I :�;. Li h 1-� Ii _. \/yM�(' PROVIDE AT �/ , +� ` - - ® D— ��' I I ,'�� ATTIC FAU VIER I�, I�, NO. DATE REVISION I � � �I� I B/79/oI CLIENT REOUFsr 4/BO/0I P/C 2 CORRECTION OPTIONAL F.P. AT RETREAT OPTIONAL RETREAT �` NO 50.FT.ADDED �/ NO 50.F'.ADDED t ._i..-i_�.�✓\ \ ' - = OFTCEFI I I - 1 F �! PROJECT TITLE 7L J r ; VELLA61 O TRACT# 24565 CON L, \ OPT* / t PROJECT NO. 01002 5MLEI 111LE if ® 1 OPT. -� - PLAN 2 ' OPT II � _ 5EGOND ,PTA0 FLOOR L E� Z.BONU5 RM W/ PDR ^C=T BAR �,(y OPTIONAL BED4 BEDS " UTI�LyITY NO 50.FT.ADDED I NO 50 F'.ADDED _ _ PL/ �N REFERENCE NOTE I ORIGINAL DATE: ® APR SO 2001 FOR, ••,`REFER To: FOR: `••••••REFER TO: ••• SYMi AND SHEET 6-I....................... INTERIOR FINISH 6eNERAL NOTES SECTIONS 9,IOA ABBREVIATIONS, SCHEDULE APPROVED FOUNDATION T-I(INDEX)FOUNDATION PROFILE EXT.MARDSGAPE, LANL75CAP1E PKANIN"By OTHERS FOR PERMIT ISSUANCE INFORMATION STRUCTURAL DRAWM6/DETAILS 5TEP5.PLANTERS,ETC. CIVIL DRAWINGS BY OTHERS SCOTT FAZEKAS&ASSOCIATES,I BY OTHILVI 6ENERA,L NOTES SECTION SA FlREPLAGE 6-1 od 6EWRAL NOTES SECTION IOA By DATE INFORMATION These plans have been reviewed for adher ce 10 the FIlAMIH6 STRUCTURAL pRAWIN65/DETAILS applicable codes and ordinance. Autho g INFORMATION BY OTHERS hereby granted to issue a building perm pk �9ATE 6eNERAL NOTES SECTION 6A approval by all appi cable City agencies. The issuance or permit ased on approval of These plans shall of be co IrueA to 9_EGTRICAL T-1 EI.EGTRIGAL PLANS 9ra t R o a INFORMATION 6-1 and 6L9ERAL N07M SECTION 16A NOTE. EXTERIOR ELEVATION'A'SHOPN (or rr anv I of Ina $F'IEL'FI,NO. 1 /� CEILING Vq.I1NlJ 6-I,and FLOOR PLAN SEE ALTERNATE PLAN SHEETS FOR-ALL SECOND FLOOR PLAN ". I_ ,nl pf eG11,,. ' INTERIOR O UM ALTERNATE PLAN AND ELEVATION n Ynr"v s n,. r ` INFORMATION CHI' 50ALE: 1/4"=I'-O" S.I ----- - - 12 Sff STRUCTURAL DRAY/IN65 .... 4(- TO VERIFY TRU55 DIRCLTON. (TAUSSFS TO ACCOMODATE HORIZONTAL FAUJ PL I , $_._-_ .... .... ... .. .. PL � 0.1 ° H $ED BONUS q.l DANIELIANASSOCIATES BED 4 ❑ - - ARCHITECTURE & PLANNING o SIXTY CORPORATE PARK D ❑ ❑ ROOF DORMER _ IRVINE,CALIFORNIA 42606 D-I VENT(TYPJ b.l BB ❑ (q4q)474-60W FF FAX: (944)474-1422 MMM.DANIELIAN.COM VALLEY ---- ---- B 1 .. 9D RESETLVES ITS�OONYION LAw 5vY D-I -..- COPYRIGHT AND OTHER PROPERLY R16HTS IN THESE PLANS.THESE ----------- LINE OF WALL PLANS ARE NOT TO DE REPROOUQ9 FAMIL N OK IT GARAGE I , V -T- I� 7 CMAN6ED OR COPIED IN ANY FORM O L.__. 7 L_._-_ _ Ti TO A5516MM TO ANY THIRD ❑ LINE OF ROOF 0' OR MAMER WHATSOEVER NOR ARE i ------ PARTY File T FIRST OBTAINING I 1.1 THE EXPRE` YRITiEN Fr"55ION AR A AIdJ LONSEM OF PANELIAN I. ____ i ASSOCIATES. Ff SECTION A SCALE: 1/411=1'-011 QPpFESS1(La g, Q m ~ ROOF PLAN _- I EAVE D-I (TYPJ __ SCALE: 1/qll=1I-OIL TO VERB MUSS GJ DREGITON. NO DATE I REVISION (1RU55E5 TO ALCOMODATE PL HORIZONTAL FAUJ ATTIC VENTILATION GALGULATIONS (AREA 1) SO%HI&H AND LOA VENTILATION M BED 1. TOTAL Arne SPACE CALCULATION:(REAR ROOF) VERIFY W R1 I _ C1 GONTRAGTO --- IL=J q A. M60 SO.FT.X 144. 202]4O_50.IN OF ATTIC -- 2.TOTAL VEmLAnQN REQIRED: (ASSMES CODE REQUIREMENT OF A MIN OF SO%OF HI&41A T. AREA PROVIDED TO BE A MIN.OF W ABV.SAVE VENTS) FF - -- -� -- - -- --- - --- - - - - --- - PROJECT TITLE A 262240 50.IN,EDO. q41 TOTAL SO.IN,OF VENTILATION REQUIRED #R .. .- .......... ...____. -._ PL `/�' B. 941 _50.IN.:2• 41�_MIN 50.IN.AREA OF HIGH VENT. EL I _ r LA5I O (BALANCE RED.IN LOW VEITILATIOW B. TOTAL.VENTILATION PROMO®, A. M6HVE?TL 00 5QDVIDED, LIVING DINING PORCH J •�AGT# �4383 b AT TOO SQ,IN.EALN. E00 50.IN.OF O%ADEN DORMER VENT P - T c 04ST BE 5'ABOVE LOW ........................ E V TILATIOW _•�__TOTAL 50.•IN.H16H VENTILATION B. LOW VENTILATION PROVIDED: 9 AT TOO SO.IN.EACH• SOD $0.IN OF OMAdEN DORMER VENTS _ PROJECT NO. 01002 __L1N.FT..2b 50.IN.. J,•rD_50.IN.OF EAVE VENTING - -.,...... ...-- '. (REFER TO DETAILS) .. ................... _ SHEET TI7LE C. TOTAL VENTILATION PROVIDED: ` TOTAL 50.IN.OFLOM VENTILATION SECTION B ®` (HIGH VENT.,LOW VENT) SEEo ROOF OOF PLAN SCALE: 1/4'I=1'-0" PLAN 2 -- ATTIC VENTILATION CALCULATIONS SECTIONS/ 1. T AND LOW VENTILATION (AREA 2) APPROVED ROOF PLAN I. TOTALTAL ATTIC SPACE CKGILATION:(PI ROOF) FOR PERMIT ISSUANCE SCOTT PAZE KAS&ASSOCIATE INC. A •J•M $Q.FT.X 144. _��50.IN OF ATTIC Rv These plans have been reviewed Dfo TE 2. TOTAL VENTILATION REQARm. applicable codes and ad rence IO the AAE A PR LADE REQBE A MIN OF A MIN OF•JO% E TS) VENT. PI ' granted fo issue a bui +afion e ordinance. qu AREA PROVIDED TO BE A MIN.OF 9'ABV.FAVE VENTS) approval by all dPI.1e 1 sle City agenres. P ,if atu,n Pending A. 50256 S0.IN,SOO• IHSD TOTAL 50.IH OF VENTILATION REQflF7ID B. W.IN.,2• }�-.-• ?rnrnval of re nr granting of perm 16D D4 MIN 561.IN AREA OF MI6H VENT. SECTION NOTES IheGe plans ;hall ^� GMGH*t.rOATE: (BALANCE REO.M LOW VBNTILATIOIU "I ° ,nprnvP t be strur:d I^ S. Tanv_VENTILATION PROVIDED, Ni MAR 10 MINGENERAL CONTRACTOR SHALL VERIFY THE NET FREE VENTILATION OF THE VENT O ROFING: INSULATION: AT TOO 50.N. TION PRODUCT SELECTED A6AINST THOSE NOTED ABOVE. THE REQUIRED VENTILATION 5.1 PITCHED PROFILE TILE ROOF AT 4.12 SLOPE U.N.O. 6.1 EXTERIOR WALLS, RHB SAM. A' 1861H � 0 SO.IN.ED:EACHSHALL BE SEE ROOF PLAN,DETAILS AND 6EYERAL NOTES 62 CEILING WIT/ATTIC ABOVE,R-SO BATTS. . 100 50.IN.OF OHAfiEI DORMER VENTS MAINTAINED.PROVIDE INSULATION E$STOP SUCH THAT INSULATION DO NOT OBSTRL'OT SECTION TA. 1, 9 VAULTED CEILING! R-19 BATTS. RUST BE W ABOVE tOW •••••••.......••••....... FREE AIR MOVEMENT AS REOUIRED BY THE BUILDING OFFICIAL. E.4 ATTIC � AND LIVING SPACES, R-Iq BATTS. VENTLATIOIU TOO TOTAL 50.IN.NIGH VENTILATION ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS SETY'EEN TIE D3 FLOOR OVER 6ARASE: R-Iq BATTS. - B. LOFT VETNTILATION PROVIDED: ADJACENT ATTCS IN THE ROOF SHEATHING(AS ALLOYED 19Y THE STRUCTURAL. ENSNEER)TO ALLOW AIR PASSAGE AND Arne VENTILATION BETNEEN THE TWO OR I D FLOORS,INTERIOR CONDITION, INTERIOR MATERIALS,AT 100 SO.IN.EAC4I• 100 50.IN OF OHA&EI DORMER VENTS ISOLATED ATTIC SPACES SHALL BE VENTED INDEPENDENTLY TO UBC REREQUIREMENTS. b A FLOOR SYEATHING OVER FLOOR JOISTS. q.I TYPICAL WALLS AND CEILINGS, • " REFER TO GENERAL NOTE5 SECTION 6A,AND 1/2'GYP BD(S/D'GYP BD AT CEILING IF PRINT DATE • •• ••••••••••••••• STRUCTURAL DRAWINGS BY OTHERS. FRAMING IS GREAT@[THAN 16'OLJ IOC7 TOTAL 50.Rl OF LOW VBRIL.ATON THE FOUNDATION AND FRAMING,ELEMENTS SH OM MERE ARE GENERIC IN NATURE AND MAY NOT BE CONS15TANT CONCRETE�' q2 AT MET AREAS. C. TOTAL VETLAnON PROVIDED: F 5Q.IN MATH THE ACTUAL STRUCTURAL ENGINEERED REOUIREMENTS 1.1 SEE MMMATON PROFILE AND 6EERAL NOTES V2'MOISTURE RESISTANT GYP DO AS FOR THIS PROJECT.REFER TO THE STRL.TURAL DRAWINGS, SECTION BA AMID STR RAL UCTU DRAWIN ECAM/OTHERSGS BY OTHERS RF1ENDED BY MANLFACTURER. MI6H VENT. LOY'1 VENT) SEE ROOF PLAN DETAILS AND CALCULATIONS BY OTHERS FOR ALL FOR ADDITIONAL IMFORMAnON. q9 FIRE PROTECTION, SHEET NO. STRUCTURAL INFORMATION SE ff ALL ET 6-2 SURFACES PROTECTION SEE 3N 6-2 FOR FIRE PROTEC MANFACTWM MQADEO 6-VIA.DECORATIVE TILE VENT 2244"X'1' 5.1 WITH C.ORRO5I014 RESISTANT SCREENS TYP.SEE 14 WTTER 7 a B DANIELIAN ASSOCIATES 12 ARCHITECTURE & PLANNING 2.1 4 FL R " SIXTY CORPORATE PARK i NOR- IRVINE,CALIFORNIA 4-2606 29 D-I -._-_ _. - -. -_. -- —_- II��II II��II (449)474-60W FAX: (9149)474-1422 - WWW.DANIELIAN.COM 10 6 vANIEL—ASSOLIATE5 ExPRE Y 6 -2 /// RE5ERVE5 ITS G 'IO R4N LAM D-I __ D I GOPYRIUIT AND OTER PROPERTY I) _ RI&RTS IN TIE#PVdb.TrESE -- - PRAN5 ARE NOT TO BE REPRODUCED OMAN OR wpw IN ANY TSOE FORM OR MAME4 WIlAHXT50EVER.NOR ARE TNEY TO BE A5516N P TO ANY THIRD IJ u p-1 PA MITHOI/r FIRST OBTAINING O = F QpOFE5510�y� in C 29 LM W.I.bATE NV I.50 13 , 2 BALLL15TERS Ar 4' � Vie' O.G.11/2'90.PRANG I OF CALIFOR' (OPT.WALL AND SATFJ FRONT AT OFFICE OPT. FRONT 9 0 D-I D-I N0.I DATE I REVISION �I 5/24/0I 1 CLIENT REOLCST 4.1 / 12 S - d PL PL PROJECT TITLE DR YELLA610 a L � TRACT# 24559 FF PL PROJECT NO 01002 AT OPT.DR SHLLI I17LE... PLAN` OPTIONAL TRIM TW II TREATMENT ALL DOOIES IJ UNITS AND UNITS REARINb I = fj�`N' ON OIPERIMETERT STREETS T I I 6 I 1 i --.. V I I P __J =_ -- -- — 7 ___= EXTERIOR ' FF ELEVATIONS *AT OPT.D. REAR ORIGINAL DATE: ELEVATION NOTES SCALE: I/4"=I'-O" m MAR 30 2001 EXTERIOR MATERIALS. CR/IMNEY, IJ STUCCO 4.1 TOP TO EXTEND 2'-0•MINIKIM ABOVE ANY IZ_ SOFFITS/BOTTOM OF CANTILEVERED AREAS ROOF WITHIN 10'-0'. ST C40 ROOFING: I9 MANIFACT.R®ADHERED STORE VENEER 5.1 PITCHm PROFILE TILE ROOF AT 4,12 SLOPE. APPR SEE ROOF PLAN,DETAILS AND&ENER.AL NOTES FOR PERMIT ISSUANCE OCIAT SCOTT FOR PEII &ASSOCIATES,IN TRIM: SECTION 7A. 2.1 FASCIA 2XS EXPOS®WOOD OVER BV DATE EXPOSED TRUSS ENDS.REFER TO DETAIL These plans have been reviewed-tor adhere ,PR1F�,r,,DATE 2.2 RAKE.2X6 E)MO5ED WOOD. applicable codes and ordinance. Author i n 29 DOORS AND ftNOOYS: ST1000 VW M'PED hereby granted to issue a building perms pending 2'X4'FOAM U.N.O.,SEE DETAILS. approval by all applicable City agencies. 6U1'ft% NOTE TO ALL 5L000NTRACTOR5: TI n g ,nl c1 f a ne I E?"N0. j ��yy 9.1 ALL ROOFS TOA9E GUTTERED WITH DOM 5P0171'S REFER TO ARCNITEGTURAL DETAILS FOR n I I I i( 1 I^` I I ,or o h t �—/'�. 1 A6 INDICATED ON ROOF PLAN AND DETAILS. L IECR EX ER ER MATERIALS HEhBRArE - - L 1 IINIDER EXTERIOR MATERIALS. n s I- t o DANIELIMASSOCIATES ARCHITECTURE & PLANNING PL T — - --II -- �—� 51XTY CORPORATE PARK IRVINE 4--605CALIFORNIA 42606 - FAX: 4 4q)4'1 0 FAX: (444J 474-1422 o MM DANIELIAN.GOM u Q' DAme AN A550L�Ams ENPRE55.Y RESERVE5 ITS COMMON LAW I� COPYRISNT AND OTNER PROPER- 4 �{ R15NT5 IN THESE PLANS.T W - q PLANS ARE NOT TO BE REPROpUGED ONANGED OR C Xl?IN ANY FORD.. OR MANNER IWAT50EVER.NOR AR< �- T1EY TO W ASSIbNED TO AMA rNIRO WITHOUT FIRST OBTAM�46 _- TIE E%PRE55m W[I1TEN PERM1551ON 2'-0' 2'-0• AND OONSBrT OF DANIELIgi I A55OLIATE5- L u ii r W FF it ii oQpoFEsslo'kk tl8�1g n. rS CALiF LEFT NO. DATE REVISION 14 PROJECT TITLE I-- -- H_ _ VELLASIO LL � LAl oPT,,A� TRACT# 24585 'El TREATN$NT ALt. OOR3 J , PP AND MINDOYI AT GORtgR --_ --- -" - UNIT$AND UNITS REARING 5TREETS PROJECT NO. -- - ILI - - Dj SHEET TIl_LE r Aar j u u __._-------- _-- -_---- ----------- _-: __ ____-_- - - ELEYP� ---------------------- ---------------- JQ THIS NUMBER OMPA ALL INSPECTIO P,EQU RIGHT ORIGINAL DATE: SCALE: 1/4"=1'-0" ® MAR L2Q 1001 APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,t "Y DATE These plans have been reviewetl for adher 9alANTh0ATE applicable codes and ordinance. Autho at ion is hereby granted to issue a.building perm . 'by. val by all applicable City agencies. The issuance or granting of u permit pp��,,pp approval of these plans shall t be co 14 R!FF5pNO. permit nr approve any violation of the Pllcable pres �.� tl �I`T,o tl il:oo� ca ' I o give alsy e,m t ume t � ep r ✓ on of rr i , o I - I I I I - I I I 40'W%3e'N MANIFAG (3)90 K"2•N C,NIAfWA 0 ° PIOOD BM/fTM5 T DANIELIANASSOCIATES I 3 ARCHITECTURE & PLANNING FL 4 SIXTY CORPORATE PARK IRVINE,CALIFORNIA-42606 OWN— PAX: (444)474-1422 L_LJI WWW.OANIELIARC.OM 4 — s SCALE: I/S I I I I�O)I ° ® DAN.EyiAN ASSOC ROOF PLAN ATE"E�RCbxY REECRKS 11S COMMON LAW COP a_AND OVER PROPERTY -JdHT5 IN THESE PLANS THESE R/4a ARE NOT TO M REPRODUCED -- LNAN6ED OR COPIED IN ANY FORM PL ,_, OR MANNER MATeOEYTR,NOR ARE ' THEY TO EE Ab5i6NED TO ANY THIRD TIE E ® ILIAH 1951oN ND A LZAISEN IAIES .. � v1 2020F L_—._J L.__.__._J Ll Li A°PALIATE6. 3030 F6L 3030 FbL 3030 FSL 3030 FSL DDI ��--- L—J L- i J !- ] L... J C_= =1 e�pQROFESSIOY SRC. BONU5BED4—BEDS �-- w 1.&ATE A/I'50 4 9 _ p BALLU5TER5 AT 4' 8'-0" CLG. .,. r J O.G.1 In'go FRAh1E I toPr.WALL AND SATE) FRONT i NO. DATE REVISION n I 5/39/0I CLIENT ItEOZST LE 1� LLL.---, a O ... ._:... IO -. n� PROJECT TITLE .:T VELLA610 l L i FRONT AT OFFICE OPTION 5EOOND FLOOR PLAN NEI \ TRAOT# 24555 R 2e6B'j 1 Y I KIT II 1 1 �� I 9'-0" CLG I� PROJECT NO. 01002 1 r rr�rrner i LI (-- ENTR� fl-U' CLG -- SHEEI IIILL _ I f� _ ._. _F-11 y PORCH 3b°5 �4 PLAN 2 EXTERIOR 131 ---------- ° ,�-0•� LE _l L_� ELEVATIONS soFFIT TO c J J &ARA&E - - .I' 9'-0" CLG (FROM T.O.C.) °I&YOIL 6ARA6E .__._._ 9-- ) _. FROM T.O.C. `� PI- kGl,,NA DATE: � \ �I 9'-0" CLG w� n -- - - LINE OF 0@ ...FLOOR ABV. FOR PROVED ERMIT ISSUANCE -�ISCOT iAZEKASP°ASSOCIAT INC WDATE The a plans h ve been reviewed for a sop icable co es and ordinance. A isher b Y graMe to issue a buildingfg--_- �, __ _— _________________ _-_ ____-_____________________ _-_ _____ ova--- --- --- ------- PPI cable Ci, enciesTnP. OnFIRST FLOOR PLAN „I I ,O,n,.,RIGHT LEFT. , ; ',I„N; b;n:r n. °�'t-2.� 24'X ll APPLIm SM/ITER '1 O 12 4� \ ti o �! — DANIELIANASSOCIATES ARCHITECTURE & PLANNING SIXTY CORPORATE PARK IRVINE,CALIFORNIA 42806 (949)474-6030 TM ° FAX, (q44)474-1422 -- AM DANIELIAN.COM I I RESERVES ITS COMMON Low Lam✓ ��J id PANE,AN 4550CATES EXPRESxY COPYRIbM AND OTIER PROPERTY R16MTS IN'ew PLANS,nESE 2 l,yw,CE r 1I PLANS ARE NOT TO BE REPR0tPXW D-4 .� -.:_:.: _: L —I l I— - .. :. CA4W0 OR COOED IN ANY FORM r IO OR MANNER WIAT90EYER.NOR ARE c L —J C—_ —� I I I L� I_.� I�. P rev TO Be r3s16reD To ANY TNIRD EI'VE - - IUI U — PARTY MTNOUr FIR5T 0113 iNINS THE EXPRESSED Mint II PERMISSION ROOF PLAN q _ _ AND`IATES,q'DAMELIA„ — — ----- A55�IATES. SCALE: bATE W/I'SO. QROF ESSIpy� CALLUSTEIRg AT 4' 40 Of..1 1/2'W.FRAME .p �n FRONT THUON s (OPT.WALL AND bATE) R D'JIECI4 �CAId� II O 3026 FbL 2026 P&L 2020 FbL 2026 FbL �- I R.A,& / I— _J NO. DATE REVISION I \Pl- 'I eRR/OI CLIENTREODEST I . J I. R R - � � 50NU5BED4—BE05 _-- 8'-0" CLG. 4 I v, PROJECT TITLE VELLA610 I I FRONT AT OFFICE OPTION $ TRACT# 24585 LisI PROJECT NO. 01002 .... _ S HEEI HILL Etl. Q EK7. �... _. .. PLAN C ] C — EXTERIOR 21'-0• — --- m ELEVATIONS SECOND FLOOR PLAN 2 IG —14 FF MIb«Y ALL 6ARA6E ORIGINAL DATE: — h (FROM CLG 2.-0• II m MAR 3Q 10g1 (FROM T,O.C,) G �'.d� Z�.p• � 0 0 IC- --- - - - II II 7, .r .r — LIIMO ABV. W II II yn - - - - - - plP III II 1+1 __ _ ___ IL__ _..II VE D ...16070.__... .........._..... .. E t. .-._.___....._.................... .. o.... IN - � PRINT DATE BY DATE RIGHT T e ave been rev sewed fora rence to the a��,iy Codes and ordinance. Au orizatioq is FIRST FLOOR PLAN SCALE I/4" �' ieaue a building p SpgEpen�ng ip ow 1 I applioabte City agencies. G� U0 —�R I O The issuance or granting of a per it based on approval of Case h plans shall not be n Vlolatlon Of I o I t I I I t�e DANIELIANASSOCIATES ARCHITECTURE & PLANNING MMI I } � W SIXTY CORPORATE PARK IRVINGALIFORNIA a2606-60-10 RA cE FAX: (444)474-1422 L � WYYW.DANIELIAN.GOM EAVE — 4 DANIELIA4 ASSOCIATES Er?RES'a-Y (j ROOFPLAN - RING T'R'IN ESE TNETM 5GALE: 1/5"=1'-O° ❑❑ PLMG ARE NOT TO OR REPROPJOm _ _. ._ ..... _... ONANGED OOPIm IN ANY PORM _ OR µMlER WNATW0 Ist.NOR ARE TIEY TO ASGIGNED TO ANY TNIRD ' IRI IT- O� TARTY WIT% FIRST OBTAINING TE RE55ED t ExTTTE PEWM N 59tON AND CONSENT OF DANIWAN r_ ' ICJ --------------- - I I � �W.I.GATE W/I"50. 4 PpFES510� VALW9TER5 AT 4' �Q ! OZ.1 1/2'50.FRAf-e I Q4. 'P9T ELAN (OPT.WALL AID&ATW FRONT C4'48829 L ;— $_0rpJ5/BFD4—BED5 g � of C�uF�- L..J 8'-0" CLG. -- — -- — _ I I NO. DATE REVISION of /2V01 CLIENT 010E0UE5T I I I I I I � I P Ll - 5-L - PROJECT TITLE _ I VELLASIO FRONT AT OFFICE OPTION -- I°-�•— -_ - —--_,O�'-- � TRACT* 24565 ]ISO" SHEET TITLE ... .. 5ECOND FLOOR PLAN ITY RS RcVISEpI� Kr- SWORE R T. �� EXTERIOR _ ELEVATIONS GARAGE 'V NI STONE \ 9'-0" CLG \ (FROM T.O.C.) 2 — ORIGINAL DATE: ® MAR 3t11001 - - - - -0- 1�llv FF= _ �l - - - - uIN _ r I F• PAP T ISSUANCE COTTr EKAS ASSOCIATE INC. II I FIF DATE .rence to the nodding rmit pending ssm� av{,royal by aIt appllca ble Cdy agencies. RIGHTLEFTo. or granting of a per it based on II I IIthese plane shall not b �I to FIRST FLOOR PLAN 50ALE: I/4 �� —4`a:,prn e any vinla,ion of Ted of s,h ,... N, rirrmn pre 9 � .y: „. ,. I u.e prn nns , sllcn 1='-10• 12-0 4V-0• 2112• 10'-4• IT-0• - FOUNDATIONAT OPT10NAL _ FOUNDATION A/G PAD A/C PAD BAY INDOM LET AT OPTDNAL VERIFY VERIFY PA DANIELIANASSOCIATES no LOCATION LOCATION CONTRAc ra KONT�RAc GONG.STOOP�� n ARCHITECTURE,dt PLANNING SIXTY CORPORATE PARK PAno � IRVINE,CALIFORNIA 42606 030 Y AT EXTERIOR SLAB: )FAX: M4444 4-1422 WIN 200!IB06.0'7 I M MAXAX PO"J2ANIELIARCOM T 2'BELOW SGREED SEE DETAIL 12 DANIELIAN ASSOCIATES DPRE55LY I RESERVES ITS COMMON LAW 1 copYRIGNr AND OTHER PROPERLY I I RI6HL9 IN 11E9E PLANS.THESE 1P PLANS ARE NOT TO BE REPRODUCED _ VERIFY ELFCTRIGAL L J `a CHANGED OR OOPIEO IN ANY FORM REGUIR EN IS OR MANNER Y T50EVER.NOR ARE AT KITCHEN ISLAND/W THI BE AS516 TO ANY THNRO GEIgRAt-CONTRACTOR PARTY WITHIOaf FIRST OBTAINING PATIO FOUNDATION THE EImnssm MITTEN"INISSION AMP OONGENT OF DANIFIIAN OPiO A ASSOCIATES. SLAB ON GRADE. (REFER TO STRUCTURAL DRAH N65 BY OTHERS) hypfESSlO,gpG 9 C. .ti FAl4M ,�J a1 :C2829 r�: 1/4•:FT_ A IN yt Y AT EXTERIOR 4 1) : SLOPE - JFCA SLAB `t b•MIN 205 1506. Q Q T I/2'MAX _ ry 2'BELOW SCREED SEE DETAIL 12 = A P TIO NO. DATE REVISION _ .I 9/29/OI WENT REQUEST OPT.GATE Q AND WALL o S _ IV TYP PROJECT TITLE I Y i�l0 FOUNDATION 13' 8 10' �4 FOUNDATION NOTESIlk —� TRACT# 24383 5'-0'X 9'-0'�Y s' 7H15 PROFILE 15 FOR GONG.STOOP 0 2'-=• "2• tr DIMENSIONAL INFORMATION ONLY. AT OPT DOOR � in GONG.STOOP PROJECT NO. 01002 REFER TO DRAFEN65 BY OTHERS FOR ALL AT OPT DOOR STRUCTURAL INFORMATION STRUCTURAL ENSIN EM SHALL PROVIDE ARCHITECT WITH FINAL DRAWINGS SHEET TITLE PRIOR To ocimar iCTION. ----- REFER TO LANDSCAPE TO CL AND DRAFT N155 ..-' • ___ r i FOR ENTRY POWAM PAWS STOOPS WALKS 6N WA q PLAN 3 -- DRIVAYS,WILLS STEPS,ETC.NOT SH/OM HERE _ - >\ -fk_.. - p RLTER TO CIVIL DRA11455 FOR ALL BUILDING LOCATIONS, V ry 6RADING.AND FINISH FLOOR ELEVATION INFORMATION. UI ry i.-_g�-l •— FOUNDATION ION _-�� -s'-0•---,��- -- - -_ ---1q=lo'---- - ---- --- _- PROFILE REFERENCE NOTE 4 'A' 0 FOR REFER TO: FOR:..................REFER TO.. - I SYMBOLS AND•••••••SHEET 6-I••••••••••••••••••••••: INTERIOR FINISH GENERAL NOTES SECTIONS 4,ICA•• ABBREVIATION 5c'EDULE OPT.GATE AND WALL POLI RATION T-1 RNDEXI FOUNDATION FRI EXT.NARDSGAPE, LANDSCAPE DRAWINGS BY OTHERS INFORMATION 5TRCTURAL DRAPUNS/DETAILS STEPS,PLANTERS,ETC. CIVIL DRAWIN65 BY OTERS - — By OTHERS Q _I• - _I• — Q ORIGINAL DATE: �Ap GENERAL NOTES SECTION 5A ---__----_.___--- - 0 MAR J V G�J� FIREPLACE 6-I and GEERAL NOTES SECTION IDA INFORMATION 2'-0' T-4' 1.7-0'_ FRAMIN6 STRI.CTLRAL DRA"NSS/DETAILS 7yp-" INFORMATION BY OTHER5 GENERAL NOTES SECTION 6A I FOR ERMITAPPROVED E ELECTRICAL T-I(INDEX)ELECTRICAL PLANS 012• 16•_2• SCOTT rAZEKAS 6 AS SOC11 ES,INC- IfFOsMATION G-I and 6ENERAL NOTES SECTION 16A - -5• R-=• -0• _ _• _�• O TThese plans have been revlevved to dherence F.the cable codes and ordinance. . IL b-4 and PLAN applicable INTERIOR SHELF 12'-0' hereby granted to issue a buildin pert pending II'i' INFORMATION approval by all applicable City agenci PRINT DATE '�'4•'6• The issuance or granting of a ase 1DTE _--- approval of these I EXTERIOR aEVATION'A'S1HOW1 permit o pans shall nnl nn cnnstrund to SMEALT�PL/w AND ELEVATFOR ION ALL FOUNDATION PROFILE Happrn„� any vinlatinn Inn pl:�ahle cod ir�i NI �,.r CHANI 50ALE: 1/411=1'—O° m l 1 s P I�,n -3.1 1 �.f V - �QQ�jjC3i ` D D OFFICE A till 506a9'-0" CLG .LINE .LIc D AA PAD I GA51TA 9'-0" CLG nEATI.- i i DANIELIANASSOCIATES TORARCHITECTURE & PLANNING 5050 SL 5050 5L(TEMPISIDS(TEMP) 5050 SLPARK ' SO46 5L ' SIXTY GOREn lobo -- ` $^ ^ HEMP) �T 1 x O - — -1 IRVINE,CALIFORNIA A 42606 �D6a x %sFIRob / L BAST 5NT A-5 ®_ OO 1. I (444)474-6030 °R WWW.DANIELIAN,GOM 4 FAMILY i 004C L_ L l_ .�' V-a" CW olo 9'-0" CLG i_ Y I -I 1- 1- L_ n <- A—N E_A A A-T5 Ez SSLY 4030 SL 9'-0" CLG; L - a �L '- -- -4 I.- ISLAND I I. -.. o to - COPYRIGHT Arm OTER LPROPERx 2 OPTIONAL GASITA ,OPTIC N OFFICE — PROVIDE(1,5a LAYE>e IF 1' ___—____ CST�-RI TYPE'X'bYP BOARD AT L L �_ L I L L I _ , CNANSE�M COPIED IN ANY FORM — 220 50.FT.ADDED 220 50.FT.ADDED ALL wAL1.S AND CLb OF ENCLOSEDT-0'' OR MANNER wuTSOEVER.NOR AIM BELOW STAIRS. _L_- �V _ i L_ L_L- �. L _ L_.i_.�. L_ / Tom+'TO ASSIs TO ANY me 10'-4' Ig�_O• - --..-. -1G'-4".- �9 OPT. .jIQ I_a� `_ I\ PARTY WITHOUT FIRST 06TAININ6 MEDIA L �_ L �. - ,.. 1�L L. (_ TE EXPRE^SSED MITTEN PERMISSION '-6= _ _1'-4" -_6' SOFFIT r I NSENT OF DAHIELIAH •�. .r,i, ,�. ._ -_..___.. TO 9'-0• ' L� A55=ATES. 4 PAFITRY26W SH Z650 SH 2650 SH 26505M I a ---- L,? CLG1 15 6060 00 12 r _ (��r 1 — — -- _ — r i I 1 J r _ i I(--�OPT. I Q IT_Jj F.P. NOOK KIT — \` i ;i DINING Q s PATIO _v "I CALF OPTIONAL BAY WINDOW - r_T - L-- 2450.FT.ADDED 10'yllS"T I \ 1 I 9'-0" Cr-i G I i 2k� 9'-0" CLG 'I AT 6 '-0'VOT AT ,� �EGOND FLOOR 2,-0• 4'-0" f2.-0,,, ,, a'-1' ,7 LINE OF \ �' I FFS-0 T 0.9 /OI REVISION �••r 24 50.IT.ADDED - - - OP1 I FLOOR ABV. � - _..-_._. AREA GALGULATIONS I i 13A 5 _-0 4-0 S,q BA I I BA 5 FULL B CLIENT REQUEST - - gI I-2x4 FLAT 9CLG 1 L \ J 2 5o/oI Pic coRREcnoN 5TANDARD PLAN 8'-0" CLG I I I 4 240N 2xa w -0 n4's'_ - II I I 8'-0" CLGo IT II I I Is'-5• T'-5• _ -a• _ FIRST FLOOR 1619 50.FT , O I 0 p 8 STAIRS. - O SECOND FLOOR 1693 50.FT ' \ \ e1p� LI \ \' ry� (y1/2 -I Ip� DEN 16 EO.RISERS AT :T In' EA 1 Y 14 TREADS•I01,5 EA Y 1 TOTAL LIVING AREA 9512 50.FT L 6ARLA 50 FT ! ry 6ARAbE Z 24 O 50.FT I l pI LI V IN� I I.. LINER 4 9'-0" CLG ry COVERED PORCH 151 50.F-T _ 1^'L n COVERED PATIO 44 50.FT i I -- - - / VOL CLG I 8'-0\ / i SEE OPTI SEE OPTIONAL PROJECT TITLE j ) lrrL_titiJJ ' ONAL u 4 I - --- AT sTMs �s+i TI Nr A 5� r -sue / 11'-Ill• I I < O ` b6 ry OPTIONAL BED 5 NO SO.FT. OfIr 2 OPTIONAL GASITA/BA B 220 50.FT. HIS O 3/4 BA OPT. FULL BA _ a � S.,� THC 2969 Q 266 6 NO 50 FT.ADDED NO 50 FT ADDED 1 OPT VOL GL ,b VV ELF LFCLlOSURE 1 TRACT# 24383 O OPTBAY WIND.AT NOOK 24 50.FT. I ) EN 2'-0' 4'-O' 2'-0. r _ -0 _ &ARA&E I T ® `2 a ? OPT.BAY WIND.AT M BED 24 50.FT. o ; N�GITIE� (FROM T.O.C.) PROJECT NO OIOO2 1 BA 5 2666 D a 2O'-0'z20-0'GLR.MIN. SEE SHEET b-2 FOR SHEET TITLi. 5 BA 5(FULL)AT DEN NO 50.FT. I 1 8'-0" CLG FULL BA 2-D' / (66� ,,pp- . GARAGE 2 'Q _ �' m `* FNI 6ARA&ETSURFACES PLAN,t•-• © BA s(s/a) AT DEN No sa.Fr. (FROM T•O.C.) n _. - AKE EL`;W — ` � I _ d _ D pv BONUS RM 9a 50.FT. % p BED 5 7DI SEE OPTIONAL SOFFIT O fi 6�l Lu1N(i �_:+ 9'-0" CLG GT%I A - FIRST I \ I p AT SHT A. EXTERI ELEV. I �p 9'-2• 5'-O•_ - --T4-4- �j IRI�I 8 OPTIONAL BA 4 52 S0.FT. \\ J o SAL _ - -__ __ __ -___ __—_ ______ . Ir Fr11� p l HIT Ah93 4 _ „_.., FLOOR THIS NUMBE CG4M 1� 'A' ALL I�dSPECTI ! P.Ac OPTIONAL STUDY 9b 50.FT. �/ � p� I 7 O OPTIONAL OFFICE 220 50.FT. \ OPT,bATE I OPTI ONAL BED 5 _ REFERENCE NOTE IAND -- ------- - ORIGINAL OAT NO 50.FT.ADDED - --- BOTO �� 160'IO 4 -- ---- -- ❑ - 'tiF 0 - __ 4 - ------- -= ---ff ----- - uR E FOR REFER TO FOR. REFER TO ® ki;;^ / (�� .................SHEET..,....................... ................................................... ..Or-,S. - SOFFIT SEE (. 5Y1.60L5 AND SHEET 6-I INTERIOR FINISH GENERAL NOTES SECTIONS 9,ICA EXTERIOR FI PJ. B EXTERIOR ELEV. G ABBREVIATIONS 5HEDULE -3b FOUNDATION T-1(INDEX)FONmATioN PROFILE EXT.HARDSGAPE, LANDSCAPE DRAWINbS BY OTHERS -____- ]'_-____-..- A 16'-2' _... _.-- IFFORMATION STRUGTLRAL DRAWING/DETAILS STEPS,PLANTERS,ETC. CIVIL DRAWINGS BY OTHERS -- - _ APPROVED OE OTHEERAL N -36 FOR PERMIT ISSUAN GENERAL NOTES SEGTON�JA '-5' 9'4' �'-5' 2'-0' IT'-2' 2'-0'INFORMATION ACE b-I ov7 GENERAL NOTES SECTION IOA ._- _- ___. _-_-_ _ _.--_-- _ _.-.__--_ _ SCOTT vAZEKAS&ASSOCIA S,INC. INFORMATION FRAMl%S STRUCTURAL DRAWIN65/DETAILS 17-0 II'-4• _- ___ 21-2• -_—_ _. -___ __-.__..____ _..._____---._-.___ T ese j INFORMATION BY ERALOTHERS - ev'ewetl for c he BY bENERAL NOTE SECTION 6A applicable codes and ordinance. ilhoriz --- --- - - ------- hereby granted to issue a ermn ELECTRICAL T-I(INDEX)ELECTRICAL PLANS approval by all applicable City age_'I'. pentl'ng INFORMATION 6-I old 6ENERAL NOTES SECTION 16A NOTE: FIRST FLOOR PLAN The rssuof fheO glans or EXTERIOR ELEVATION'SHEETSN pemo,al of p .all no p H clrwd.0 CEILING VOLUME/ 6-1,old FLOOR PLAN SEE ALTERNATE PLAN EL SHEETS FOR ALL ann rove ALTERNATE PLAN AND ELEVATION INTERIOR SHELF CHANGES. SCALE: 1/411=1'-OI' d..; M1 ^d In c ct sl all q,•vat:�� -'-I lbe pro OPEN TO OPEN TO -- 12 BELOW BELOW KALL --- - --- 21-n• -- ._._.. ___ -- ---- --„III--291-0• ._..— -- - --- ' I n'-4• I 1110. - 2'i' e 4 OPTIONAL---- dg- -- STUDY STUDY �• iiy _4' It 8.-0" CLG f. "j 8• ! 8'-0" CLG d A BII I � I� I 5b 5 it DANIELIANASSOCIATES iv a ir' Nd II ARCHITECTURE & PLANNING OPT, OPT. TEMP ww SL Md Sow SL dd SIXTY CORPORATE PARK - - ---- -- IRVINE,CALIFORNIA 92606 __ ATOPT VECK 2 �/ (444)474-6030 _ I FAX: (41411) _ -K-IN <'; II II . , 1"OPT. /' kVIt"ANIELIARCOM 8'-0' CLG II ? I II II I F.P. SL / STUDY OPTION 'B" STUDY OPTION "A" I� I ��_-j V/�� Q I' / _ ® OAn:::.A\ASSOCIATES E�fPRE55.Y 1 96 50.FT,ADDED 1 98 50 FT.ADDED \ ' --SO. L—_——_—J // J n �pPiW�SNT ArID OTHER PROPERTY M BA 2 I/2:12 2'_`I OPTIONAL M BED iiti S IN THESE PANS.THESE M ^�• I III /' R.AtLS ARE NOT TO Be REPROOUGED _ \/��/ VAULTED \ I- - - III it BRAY I VAULTED // .Q GHIIJIGED OR GORED M ANY FOR �/ \ II IH FIREPLACe Q ;b OR MNMER WHATSOEVER..M ARE 1I a-10 \y_a'-{ - \ I 8'-0" CLG I'd AT 5RT A-5.2 // - THEY TO BE AsslbrEv TO ANY T Fw 1 / 1'-4' S'-0� I d-dl / PARTY AIT=FIRST OBTAINING LL_ - " - ._ wb6 I / TIE E%PRE°J.7ED YRn'fEN PBP/15510N LL Ii _ li K-IN'' WALK-IN' — / '-0" CLG�I 8'-0 CLG�I rylI r---I 5'-2' IX-4" ANDcATETrr OF VAN1ELIAN 0 ES KAI -1 ATTIC CAT LOW / 2X4 I ACGESSI g'-0" CLG tle CABINET I VANITY I �2X6 I � I BED 4 _�-i_--I () J 0 8'-0" CLG o n nl '�-- ----- �.:: ---- -- QRpFEsslpA,- 9'-0" CLG n $ ^ A 4 ti 1 2 9 a 15:6 - 2'-a' �� 6--b�-�-_�'1'-t0�'4 L —77.-._FN1 �� 616 F6L T .__ ... r- G f� 9065 n .-4" -� < �r _...ry -n _—_ --o J 'J...IF DRYER VENT -- I'"B• t �Q 1Ajf` c r j r__ R J APAVyORl0 9' 6 r 6 OPTIONAL BA 4 g__a. y 51 5 2; 1 sB I LJ B_ED 2 S _._ - -'____rv._�_r_4_ SOFFIT R Y 52 50.FT.ADDED TO 6'-0 --- R - N0. DATE REVISION / W X la'MAKE-LP ll 40'LOW Ly 4-1`'___. AIR VENT ABOVE 8'-0' CLG �I B/29/OI WENT REGM5T OPEN TO i i KALL Hw`� w �- 4*--- a ____ `\ g 2 r50/01 P/C CORRECTION BELO/ I 1_ In 06 �B /50/01 P/C,2 CORRECTION L J H 4 ToFPlr 8'-0" CLG -------- - J L 4 L_J J �J "� ---- - OPEN TO n aLLOIwI T y ay L m g BA 2 „ PROJECT TITLE 6. I BEL II\\ 8'-0" CLG a LA STUDY _.. --- - - 61O SOFFIT I _._ bl 68 `... --._. 8'-0' CLG ro 6'_6• I OPT. a �R 2ND ry� B-I�• _Y. --*-_. T-��' Imo' _-__.6-0—_. Q DESK 165a_rGL ALK-IN" WALK- M i -- - -�- I - -BED 3 4 TRACT# 24383 '-0" CLG: 8'-0'. C ..- F60LL I 20 F15L0 OPEN TO I 8'-0" CLG ._ LINEN YV BELOW �I OPT UPPER PROJECT NO. 01002 I � BONUS j"F7* 2'-6' �_7 2'_g q• SEEOPTIONAL SnELI TITLE ROOM 5TUDY o I - B� OPTIONAL ONUS ROOM 8'-0" CLG 6 A �� I I 1656 P&L n ;;ry I. I' PLAN 3 - / K-11$: i1 I WALK-INN' 4 - - - - - I - _ Q 0"-C 8'-0 GLGII SECOND 26w 5H 2650 - - 1LG FLOOR PLAN I I _ -- - - - EEO 41616 FGL 1616 FGL REFERENCENOTE o 8 oPn LONAL SEE OPTIONAL FMREFER TO: FOR: REFER TO: I A � A-BO AT T5FF�A ............................................ ................................................... 1 I r 5YFHOLS AND SHEET G-I INTERIOR FIN15H GENERAL NOTES SECTIONS 9,IOA I I ABBREVIAT10145 SCHEZILE I I 51. I ORIGINALDATE: FgRmATION T-I(INDE)C)FOl1NDATION PROFILE EXT.MARD5GAPE, LANDSCAPE DRAWINGS BY OTHERS INFORMATION STRUGTIIFiAL Dill/DETAILS STEPS,PLANTERS,ETC. CIVIL DRAWIN65 BY OTHERS - -- ---+ T - _T- +-- - -- —----- -- - --rt -------- RRA s 0 2001 BY OTHERS. GENERAL NOTES SECTION SA FIREPLACE b-I od 6ErE1f¢AL NOTES SECTION IOA INFORMATION FRAMING STRUCTURAL DRAYi1/165/DETAILS INFORMATION BY OTTERS GENERAL NOTES SECTION&A 'A APPROVED -5b b FOR PERMIT ISS UANCc EIFLTRIGAL 7-1(INDEw ELECTRICAL PLANS SCOTT FAZEKAS&ASSOCIAT" INC ItgOW-1AnON 6-I and GENERAL.NOTES SECTION 16A .j-y, W-B• W.3, 4,-10• a'_IO• —_BY DATE 0-- These plans have been revu,v d for a CEILING VOLU?-W 6-I,and FLOOR PLAN applicable codes and ordinance. A "I za I'on Is INTERIOR SHELF —___J2'-0' -__—____ ll'-4' 2112' hereby granted to issue a building FIRiINb�IITEg INFORMATION approval by all applicable City agencies µ'-b' The issuance or granllnq of a pe It based on MOTE EXTERIOR ELEVATION , olal of these pla 1 II not t strued to SEE ALTERNATE PLAN SHEETS FOR ALL SECOND FLOOR PLAN d d a N �I r1e ALTERNATE PLAN Arm ELEVATION GI,ANGES. SCALE: 1/4"=1'—OI1 „ I 1 or �a ,.. ._ t-3.� 10 LLL - EN r, e -i ;L L LI f I o OPT __. I / II 4ERIFY VERIFY - -.-.-_.____ I LOCATION LOGATId, I DANIELIANASSOCIATES w ry GEr�rw -Q CONTRACTOR CONTRACT / G Ar::)1.r - a _.. _ ABIDER wINJ . ` YF�6FA ARCHITECTURE & PLANNING FLOOR �I --- \, r— u L [ OPTIONAL i �)AS SIXTY CORPORATE PARK " AT odr. eiR,��1_0 t a IRVINE,CALIFORNIA 42606 (4144fL_ ^ FAX)4 44-0.130 2 / [ l_ L t. [. [. r1 i1> Y#".DANIE1_IAN.i ; Lr -_ I ® - LI /,'� '.'- 1,• u ._L.- `\` L [—t-L t L..�_.LLIL ._L_ I- T, Il RESM M ITS N E�RE55LY 9 J / DAN EL 4VE5 IT5 COMRAON LAW F \. ` [- L_[__ '_ I - __ , - �6F 6XT ESE mOER H.OFERTT�� IX 11E�..E RMl4.TMC-9E FLAN ARE NOT TO c ANY FO eD _ L �.r.. _ - CHANGED OR GOPIID IN ANY FORl1 OR MANNER AHATSOEVEi.NOR ARE � OPTIONAL GASITA T�Tm�A��rmA�S«� I I ` vW I /• 1 ' I PARTY Wl S5 FIRST OETAMIN6 f� �20 SGt.Fr.ADDED - i i L y. ^ -. 1 . .\�./' III .. .. ` }• 1 'I la Arro CONSENT OF DAMELIAN s`JaN _ ne E REssm rR TD Fcm+l t_.i '�1,, !t.-It .. 6FI p«Y 1rI6,p, �YF M T L � yI A55AIATES. OPTIONAL BAY WINDOW II i� _ � i. ]4 50.FT.ADDED -I I i! I fL I • ;[ -... - 'I ` ' oQQOFE5Sl0,y't! LIR C. \ t.; •\ [, I __L I 1 .. J� \ C; -�� IELAN C4829 , L/I NI*'rti' _--ON DR._ FCAO fcf-•-,I�-/- oPr ` I - , .- ..� �. p I ~�11 I-�--_-- �7,— cr -bF / � -.. .. 1 _ _ / I , ~ ' ---- :-. la'• -/ „ I• NO. DATE REVISION , i N I I i J � I r 4' lie ® M 6 OPT. 3/4 BA S OPT. FULL BA I / L [ L_ 7� / - ` PROJECT TITLE r - L i NO 7 FT.ADDED NO 50.ET.ADDEDit 1 ii VEL.LAV O n,OPTIONAL OFF I GE „ - }( jif L_=: ' rp CFI�- �.- ,�;,, TRACT# 24383 b - _ Fr FP ;_4 FP 9 ,TOt L[11.1 i_ ilk`-� �.\ ` I. .._�- ` -\ FP AT OPT. �FI PROJECT NO. 0I002 I. �.�� - �� :.� .7 } }--�" ,` I- {yFe' � ��IF �•,. _ 'I \ itFF / / �..�- j -♦. } , \ \ rF { AT OPT. + .� -jl \ SHEET TITLE l IIIr a i ! PLAN 3 I IT 6D� ; TO OPT FP F I RST G17 O. OPTIONAL BED 5 F� i ,.�--�' .\ FPO. n FLOOR REFERENCE NOTE /-, PHOTOS� ; iI j '� 0 UTILTY FORT REFER TO FOR. REFER TO. i \ ••••• ....................... ••••••• ••• SYMIDOLS AND SHEET G-I ( FINISH SENPRAL NOTES SECTIONS 9,IOA ACCR .� eVAATIONS l/ _ t1 -. FOUNDATION T-I O ND NDEIV FOUATION PROFILE EXT.HARiDFiGAPE, LANDSCAPE DRAWINGS BI'OTHERS I....:.I L _: _. _.I".'I - ♦\`\- .` . ORIGINAL DATE:��v �r� INFORMATION 3TFIyC71AtAL DRAWING/DETAILS STEPS,PLANTERS,ETC. CIVIL DRAMNGS BY OTHERS T FF / NP u 1 OERS. ---�- PER EL3INORE GENERAL NOTES SECTION 3A FIREPLACE f I ad 6EIERAL NOTES SECTION IOA FIRE 5TA 4COW F'RMTMG STRUCTURAL DRAWINGS/DETAILS INFOW-0ATION INFORMATION BY OTHERS APPROVED GEI41!3iAL NOTES SECTION 6A SCOT FOR PER I ISSUANCE ASSOCIATES,INC. ELECTRICAL T-I(INDEX)MXI-TRIGAL PLANS INFORMATION G-I and GENERAL NOTES SECTION I6A Ry—_—_DATE These plans have been reviewed for adherence to t applicable cotles and ortlina nce. Authorization CEILING VOLUME/ G-1,od FLOOR PLAN herby granted to issue a builtling p¢rmil aPPzoval by all applicable City agencies. Pendi PRINT DATE INTERIOR-,iR The issuance INFORMATION or gra ntrng of a Parmlt based o aeproval of Iheso plans ,hall not be consUu¢d r NOTE ner mil Tnprrve nlal,on FIRST FLOOR UTILfTY, ^' "rnan� nl the apphcahl EXTERIOR ELEVATION'A'3NOYN ' ALTERNATE RAH SHEETS FOR ALL ALTERNATE PLAN AND ELEVATION r .c'(I trr,. ° 1 ,s o,s n. SHEET NO. — SCALE I/4" I' O" A 3.4 -1:1:r• rnnA In n.y OPEN TO OPEN TO IN pd BELOW —� fJC L OW au dd ua aNN - - nN p �,., � f�- �.-� � f pN IN IN raTIJDY 1 1 all dN I— ' I JIv - f ]IN dN i - CLc j � • Nil NI IIII pd♦ f,"jA 4•;�;;i L DANIELIANASSOCIATES Oil ARCHITECTURE & PLANNING li �_�,, --- • d SIXTY CORPORATE PARK 1 I { MN � Nd IRVINE,GALWORNIA 42606 II f al! ) (449)4-14-6030 • . - t.-��Z nz<,, tr, i ✓I4L<-Ilv I L FAX (944)474-1422 it WlNiNDAN1ECIAN.001-f ♦\` - .1 _.z , - .._I LL I f1 ® RESERVES LOI�MON LAW 55.r STUDY OPTION ® ELEY A ��15TUDY OPTION ® ELEV B ! clo 91N AND R _I - ;III L - -- - N GOPYR161IT AND OTHER PROPERTY PLANS N U 98 SO IT,ADDED 9B 5O.FT,ADDED •�* ♦ I � � �: PLANS ARE NOT TO Be REPROpPOED VA U L if i% ONANSED OR COPIED IN ANY POW OR N N WHATSOEVER.NOR ARE THEY TO Be A%IS"m TO ANY THIRD �.! ® PAR-W H]y�1IITNIi FIRST OBTAMINb F - ."'C1�T .• I TiE E OIKPRESSED YRITTEN PERMISSION IIII , I �' I - ' AND CONSENT OFDANIELIAN ASSOCIATES, 30 E I Ine FI Ij [ - L Fill I I - I Lm g+ j OF[ �- I '� N0. DATE REVISION OPTIONAL BA 4 ;r Y (Ab N, t -- 8 52 50.FT.ADDED PROVIDE AT IY� ATTIC PAL V , L:-__ ��♦` II-f OPT. SSS }.� l I II ♦ FL PROJECT TITLE I \JW� I �[ � �� l'E1..LA610 .. / i TRACT# 24383 ' - -_ , 1 N ' '': , ' '' 1 go OPT I I ^�� .._ _-. � ! hq�,�_ ' -^+ ••s i ( � j PROJECT N0. 0I002 OPTIONAL BONUS ROOM �.,-' TOw,TG�' SHEET TITLE I��] OPT. It I I PLAN `N ✓ N I^A\-):(N' I ® L 'I SECOND OPT. l FLOOR REFERENCE NOTE / UTILITY 'A' FOR: REFER TO. REFER TO: FOR: ; ................................................ ................................................... SYMBOLS AND SHEET G-I GENERRAL NOTES SECTIONS 9,IOA ABBREVIATIONS INTERIOR FINISH'NTERIULE AA OPT FanroAnoN T-1 pNDE U Fa�AnON PROFILE I; N ORIGINAL DATE: 0 EM.NARDSGAPE, LANOFiGAFE DRAWINSS BY OTHERS INFORMATION STRUGTLRAL DRAAING/DETAILS STEPS,PLANTERS,ETC. CIVIL ORAAINGS BY OTHERS I I ® MAR?0 !��1 BY OTN[RS. -,- _. ._ - _. _.. - _ ...._.I._...__I APPROVED GENERAL NOTES SECTION arW 9A FIREPLACE G-1 zSEFlER,AL NOTES SECTION IOA !_ - - - INFORMATION FOR PERMIT ISSUANCE 0 FRAMING OTTURAL DRC• By AAIN6S/DETAILS SCOTT FAZEKAS&ASSOCIATES,INC BY OTHERS GENERAL NOTES SECTION bA TBy h ---__DATE__.- These plans have been eviewed for adherent o the applicable codes and ortlinance. Aulhoriza n Is GAL T-I d IS ELECTRICAL NOTES PLANS he granted to issue a building permit p ding INFORMATION G-I RId GENERAL NOTES SECTION I6A aPPeDy 'a by all applicable Cily agencies. issuance o g a bas n approval f r granlln of C.EI I VOLU1•E/ G-I,arld FLOOR PLAN The permil on nermn n o these , shell not ne consir WRINT DATE INTERIOR SHELF n gin. INFORMATION oAr , arnr� .,,y' nlel•n :,f EXTERIOR ON�A BFIOWN SECOND FLOOR UTILITY SHEET NO. SEE ALTERNATENATE P PLAN SHEEn FOR ALL ATE PLAN AND ELEVATION SCALE: 1/411=I'-O" ATTIC VENTILATION CALCULATIONS 50%HI644 AND LOW VENTILATION (AREA 1) I 4I- 1. TOTAL ATTIC,SPACE CALCULATION:(REAR ROOF) I SEE ERIP',5TRXTTIII D DIRECTION. 5 5,( TO VERIFY TfACC DIRECTION A 2M0 W.FT.x 144. 5SD560 s0.M.OF ATTIC HORIZtrFIV5ON TO AGCOMODATE I HORIZONTAL FAUJ 2. TOTAL VO4TILA110N RCflURED. / (A&SU E3 CODE REQUIREMENT OF A MR OF 50%OF M16H VENT. - AREA PROVIDED TO BE A MIN.OF 5'ABV.SAVE VM M) I - - -- DANIELIAN ASSOCIATES A 50.IN..BOO. 1195 TOTAL 50.IN.OF VENTILATION REQURED NOR a' _ _ ARCHITECTURE & PLANNING D. IM5 30.IR.2. ma MN.50.IN.AREA OF 146H VENT. I 9.1 62 SIXTY CORPORATE PARK (BALANCE RW IN LOW VENTILATION) I --- -- - M BED r� IRVINE,CALIFORNIA 92606 o S. TOTAL VElTILAnONPRO/ID®: ? WALK-IN BEYOND WALK-IN LANDING HALL o. .BEYOND FAX!(414R14 4-1422 A M64 VENTILATION PROVIDED. I '_AT_1420 SO.IN.EACN. TOO W.IN.OF OHASIN DORMER VEnY a.l L... -._-- WWW.DANIELIARCOM (MUST BE 51 ABOVE LOW ......................... ROOF PLAN VEITILATION) 1�_-TOTAL 5Q.IN.N16N VENTILATION AT BATH OFf. 'k RE5MVES ITS COMP-ION LAW ® DANIFiIAN A550CIATES EXPRESSLY B, LOIN VENTILATION PR04OW. PL - cOPrRlurr AND onER PwaPeRrr 4_-VENTTHESE AT�_S0.IN.EACH. 400 50.IN.OF OWSEN DORMER VENTS NOR PLANS IN NOT PLANS.EPRO U�LIN.FT.x 2b 50.IN.• J.14_SO.IN OF SAVE VENTING cHAN6ED OR COPIM IN ANY FORM BANS AHE NOT TO BE RLPRODIX.GD gREFER TO DETAILS) ..•..........••.•......•.• , - 5T4_TOTAL 50.IN.OF LOW VENTILATION THEY TO A5516NM TO ANY THIRD c. TOTAL VENTILATION PROvID®: 12T4 50.IN. T .gyp PARTY IZESS lT FIRST CBTAIN IS MSH VENT.H LOW VENT) SEE ROOF PUN v Q FAMILY DINING BEYOND ENTRY TIE E'mREr.�°welTrB'PDa-'ISSN°" Q AND CONSENT OF DANIELIAN ASSOCIATES, ATTIC, VENTILATION CALCULATIONS 50%HI&H AND LOW VENTILATION 1. TOTAL ATTIC SPADE CALCULATION:(REAR ROOF) (AREA 2) \I A �!0 SO.FT.x 144. _96000 s0.IN.OF ATTIC r Q�pQ 2. TOTAL VENTILATION REOUIRM. I UR C, q HIG y(A5S,ME4 CODE REQUIREMENT OF A MIN.OF 50%OF H VENT. �.rz_ � m AREA PROVIDED TO BE A MIN.OF 5'ABV.EAVE VENM) A\ 1 /A e o.C48N n A 56000_50.IN..500. 120 TOTAL 50.IN.OF VENTILATION REGNIRM SADDLE ♦F CALIFORa ~ B. 120 50.IN..2. --60- MIN.SO.IN.AREA OF HI6H VENT. B °_'(BALANCE REO.IN LON VENTILATION) O AREA I 5EGTI ON A S. TOTAL VENTILATION PROVIDED: O O N0. DATE REVISION A NISH VENTILATION PROVIDED, 100 O Cl O O '1 /29YOI CLIENT REGUe5T 50 I AT 100-SG.IN.EACH. .IN.OF OHA6EN DORMER VENT' M/rT BE S'ABOVE LOV ..............•.......... OHAGEN VENTILATION) �00 TOTAL'Xi.IN.N16H VENTILATION DORMER (fn- B. LOW VENTILATION PROVIDED: T�-- ---J U -- I 50/.5 LIR FT.x 2.6 50.IN. 26 s0.IN.OF EAVE vENTlN6 L J U 0 O (REFER TO DETAILS) •••Z••• ••••••••••••••••••• _ 6_TOTAL EX:.IN.OF LOW VENTILATION I C. TOTAL VENTILATION PROVIDED: 126 50.IN. VALL (M6H VENT.N LOW VENT) SEE ROOF R MY IZAN O s SEE STRUCTURAL DRAWINGS 14 PROJECT TITLE 0_I TO VERIFY TRU55 DIRFATION. (TRUSSES TO ALGOMYJDATE HORIZONTAL FAU) Y L1�L�r1V IO I 6.4 I i CRICKET D_1 -- _. EAVE CRICKET -H I o BED 4 LINEN BED 3 BA 2 01=1D 2 SERV. MA BED TRACT# 24383 0 I _ 7PROJECT NO. 01002 LINE OF eUILDINb A 2 LINE OF PL 1 LL A" SHEET TILL ' i ROOF AREA 3 < __ PLAN 3 -- HDR 99 ATTIC VENTILATION CALCULATIONS = j 50%NIGH AND LOW VENTILATION (AREA 3 A-B.b _56 ' ! 6ARA5E I DEN DINING NOOK 4 SECTIONS/ D-I TYP RAKE A B c _- -- FAMILY BEYOND ND ROOF PLAN I. TOTAL ATTIC SPACE CALCULATION.(REAR ROOF) A 6= 60.FT.x 144. 11A0D 50,IN.OF ATTIC, ROOF PLAN _. 2- TOTAL VENTILATION REQUIRED: 5GALE: 1,I I'=I'-0" T (ASSUMES CODE REQUIREMENT OF A MIN,OF 50%OF NIGH VENT. ---. - -. - -_.--......_- -__ AREA PROVIDED TO BE A MIN.OF 5'ABV.EAVE VENTS) ROOF PITCH AT 4:12 U.N.O. A 11008 50,IN..SOO.®TOTAL 50.IN,OF VENTILATION REQUIRED B. 40 W.IN..2• _2--MIN.50.IN.AREA OF NIGH VENT, 5EGTI ON NOTES SECTION B ORIGINAL DATE: (BALANCE REO.IN LOW VENTILATION) 50ALE: 1/4"=1'-0" 0 .. S. TOTAL VENTILATION PROVIDED. ROOFING. INSULATION. NOTE. 5.I PITCINED PROFILE TILE ROOF AT 4,12 SLOPE U.N.O. 5.1 EXTERIOR WALLS. R-15 BATTS. 6ENER.AL CONTRACTOR SMALL VERIFY THE NET FREE VENTILATION OF THE VENT C0 A M16N VENTILATION PRONDiS. SEE ROOF PLAN,DETAILS AND:SEIERAL NOTES BZ CEILING WITH ATnG ABOVE•R-0O BAITS. 1 AT_LOO 50.IN.EACH. 1O0 _SO.IN,OF O'HA6EN DORMER VENTS PRODUCT SELECTED A6AIN5T THOSE NOTED ABOVE. THE REQUIRED VENTILATION SECTION TA. 09 VAULTED CEILING. R49 BAITS. SHALL BE MAINTAINED. APPROVED 04ST DE V ABOVE LOW • ..• PROVIDE INSULATION STOP SUC44 THAT INSULATION DOES NOT OBSTRUCT B.4 KNEE IVIN 5 PACES N ATTIC VENTILATION) ••1Q; TOTAL SfA.•IN FI VENTILATION FREE AIR MOVEMENT As REQUIRED 6Y THE BUILDING OFFICIAL. as AND LIVING SPACES, RAM BATH. FOR PERMIT ISSUANCE SCOTT FAZEKAS R ASSOCIATES. !C. FLOOR OVER GARAGE R49_lq BAITS. ALL OVERLAP FRAMED ROOF AREAS SHALL NAVE OPENIN:SS BETYEEN THE V40M FLOORS. BY DATE D ID ........................•• ADJACENT ATTICS IN THE ROOF SIEATHNN6(As ALLOYED BY THE STRUCTURAL a building per granted to iss pFBg6 a t AT 7YP.INTERIOR CONDITION. INTERIOR MATERIALS, These plans have been rev,ewetl for aAhe ENNSINEER)TO ALLOW AIR PASSASE AND ATTIC VENTILATION BETYEEN THE T/NO OR. applicable codes and ordinance. Muth •Izahpntl s WALLS AND CEILINGS, y graue IppTE ISOLATED ATTIC SPACES SHALL BE VENTED INDEPENDENTLY r0 UBC REOUIRETENITS. FLOOR SHEATHING OVER FLOOR JOISTS. 4.1 TYPICAL REFER TO&ENEIRAL NOTES SECTION 6A,AND 1/2•bYP BD C./6.6YP 80 AT CEILING IF ahe pproval all applicable City C. TOTAL VENTILATION PROVIDED: SO,IN, M6H�.�LOW VENT) •�RAC PLAN 57RUGTVRAL LMAWINEF BY OTHERS. FRAMtN1G Is GREATER THIN Ia'O.W v agencies. CONCRETE SLAB: 92 AT YET AREAS: he issuance or granting of a per. based •e),1 fql /THE FOUNIlJATI0"AND FRAMINS REME S SHOM HERE approval of these plans shall nol be c s31 u.d Se A is 3 0 2001 ARE GENERIC IN NATURE AND MAY NOT BE WN51STANT I.I SEE FOUNDATION PROFILE AND GENERAL NOTES 1/2•MOISTURE RESISTANT GYP EO A9 WITH THE ACTUAL STRUCTURAL ENGINEERED REOUIREMENTS SECTION SA AND STRUCTURAL ORAW114I BY OTHERS REGOMMEN VED BY MANUFACTURER. pormII or approve any vlolatinn of Ih ,l�pJ.�t�(p� FOR THIS PROJECT.REFER TO THE STRUCTURAL DRAWIRSS, FOR ADDITIONAL INFORMATION. 9D FIRE PROTECTION. J1•ArI?^ u .rd.na nr.n NO permit prnsu :irTF�l/:L`IN• DETAILS AND CALULAT SE ON5 BY OTHERS FOR ALL E SHEET 6-2 FOR PIPE PROTECTION C,nr.glnlr blvlollf_' Or fa nr,el Ue pl mis. of C STRUCTURAL INFORMATION. OF ALL 6AR.I SURFACES. 10 � D-I D-I FOAM TRIM- 4.1 MA/LFAGTU[ED M0.LPED 2X9 ON EDGE ABV 6'VIA.DECORATIVE TILE`ENT 2X6 FLAT VV/ '-0'X 5'-IO' WITH GORRO51ON RESISTANT ST.C40 O/ APPLIED MOULDED $GREENS TYP.SEE I� SKITTER T O 51 S 5 I DANIELIANASSOCIATES rL 2.1 FIL �. 14 ARCHITECTURE & PLANNING SIXTY CORPORATE PARK 1�[ SIN ' uI ..i LI /`�� IRVINE,CALIFORNIA 92606 (949)474-6090 "' ti b I i I FAX, (949)474-1422 L li I ---- eM.DANIELIARCOM ' III II I 1 C. JANIE`IAN ASSOCIATES fxPRESSLY RESERVES I I n _2, VES ITS f.OMM1ON LAW 12 4r. 6 ___ate_.________..__..-.____ _ COPYRIaRr AID OTH'_R PROPERTY _ ___ 0-1 RI6MT$IN TISE PLANS.TICSE tti 1 IL i Qi'-TVTI �QD,'..¢•.QX��' - ARE NOT TO BE REPRODLGED L__-_______--__ _J___J C OlF -_.. .... .. �I ANSED OR ED IN ANY F APM THEY TO BE ASS16NED TO ANY THIRD PARTY MTNOVr FIRST ODTAININS THE EXPRESSED Wtl TTEN PERMIS&ON D-I 1.2 O L—J Ib AS5MI 40 CONSENT Or DANIELIAN - min r yN' YAP p'T OPTIONAL - 7 NEAT WO?45 AT OO)IM 'Z ` KOPT.AJZ r AF,D SAM FRONT f r, AND WINDROWS AT` PARTIAL REAR FRONT CA51 TA OPT. ®1 IALLUSTERS^90.' O.L.1 1/2,So.FRAME 1 OPT.BAY WINDOW AT M BED C'M,U.WALL FV ST i O/ � 10 D-I D-I NO. DATE REVISION /1\512-1/OI CLIENT REQUEST 4.1 13 1 4 212 4 PL -._..._ pL PROJECT TITLE I ,, 1 _ VELLAS10 H� 5 1 111 I I II I I 111 III 111 I II 11 I11 tll I II 'I I I 111 111 O 7 ° 4 1: li i I' ll III tll O TRACT# 24585 i L_____ �_' , ,1111111111 . n it Htt II II II II II 1'dc�'I ...__.._ '' .� Iw✓JI 111111 II II II II II � '�' ��`.� I III II II II II 111111 II II II it it it II II II 111111 II jl Lr I I 01002 _YJr_L_1_L__LL__L_I_L=LL=LL=Y==c_c__ ___—c==_=_ ,I I MI PROJECT N0.�,='I 1�� I I I I , hll I II II 111 I I j it II' I I� ij l 1'l i i I I i li ii ii� i ii ii j ii ii' HM I I i4c�i =___J 'FL_==_ � i1L=�li I I I I I ii''_•'i � 'I 11 ,II Ili PLAN 3 o II - EXTERIOR I I 1 I I I 11, I I I ELEVATIONS OPTIONAL AND — I A 1 po TRLATIME r ALL DOORS �2',W OPT;ONAB FOAM TRIM TYP.M TRIM TYP. Thew ALL DOORS -Z - AND WINDOWS AT CORNER WINDOWS AT CORNER PARTIAL REAR UNITS AND lt- REARING ON 70 PERIMETER STREETS OPT.BAY WINDOW AT NOOK REAR. ORIGINAL DATE: ELEVATION NOTES 50ALE: 1/411=1'-01I ® MAR 30 2001 EXTERIOR MATERIAL5, CHIMNEY, I.I STUCC END O 4.1 TOP TO EXT 2'- 'MINIINIM ABOVE ANY 1a SOFFITS/BOTTOM OF CANTILEVERED AREAS. ROOF WITHIN IO'-O'. APPROVED CCrOR 57U0 ROB . SCOTT FA2EKA5& C ATE$,IN(.TASSO 0 ID MAtiPAG ®TU ADHERED STONE VENEER 51 PITCHED PROFILE TILE ROOF AT 4:I2 SLOPE. TRM SEE ROOF PLAN,DETAILS AND GENERAL NOTES _DATE gy 0 SECTION TA. These-plans have been reviewed for adhere Z.I FASCIAS 2X5 EXPOSED WOOD OVER. applirable codes and ordinance. Authoriz lion Is EXPOSED T10155 SEDS.REFER TO DETAIL hereby granted cd to issue a building permit lRPoMb DATE 2D RAKE ZXb EXPOSED WOOD approval ra all applicable City agencies. ZB DOORS AND WINDOVIS, STUCCO FRAPPm 2'X4'FOAM U.N.O.,SEE DETAILS. The issuance or granting of a permit b Flit on approval of arch thrtse any, shall nm be cons I e'd to 6U TEII NOTE TO ALL 5116CONTRACTORS, Permit or ova y vl nlatlnn of the al NO. REFER TO ARCHITECTURAL DETAILS FOR ;nd,er Ilv Ir,r,nl:�r+.nn: am,c„�111I'„pr nvro,nne s.I ALL Boors ro BUTTERED FtlTH DOW1 Spouts prnnl,mnd „ AS INDICATED ON ROOF PLAN AND DETAILS. LOCATION OF ELA5TOMERIC MEMBRANE 1. UNDER EXTERIOR MATERIALS. ..6i, 1] 12 14 �Y - - DANIELIANASSOCIATES R ' ARCHITECTURE & PLANNING — _ 51X7Y CORPORATE PARK IRVINE,CALIFORNIA K2606 I f I - (444)474-60-50 l u n I I I FAX: (949)474-1422 F= lul YVWW.DANiF1.1AN.G0M _ -J u Iy �� OPTION, —__ O DAAi Fy M A55CLIAlES E%PRESS..Y _. O !� n 1�� TRIMTYPRESERVES ITS GOnfntoN! _ ALL DOORS GOFYR16 AND OTWR PROPERTY .__ .k —_..._ -.__ ..._._ _ AND WINDOWS AT CORNER RIGHTS IN T1Ef PLANS.THESE UNITS AND UNITS REARING PLANS ARE NOT TO BE REPRODLGED _ ON TO PERIMETER STREETS f AN&M OR OOPIEP IN ANY FORM NDR � OR MA4 IWATSOEVER-NOR ARE I it I� 1 THEY TO BE ASSIFi'ED TO ANY TNIRp I; �I _ PARTY WITHgJT FIRST OBTAMINS LANDING_____ __ 2 , THE EXPRE55ED WtITrEN PERMISSION j II i I AND CONSENT OF OANIELIAN A55CIcIATES. q ; S _ I PIP tiQ� N P TILLc c. ILL ae2g -. �F }L!L� LEFT NO. DATE REVISION I 9/24/0I CLIENT REGLEST PL PROJECT TITLE r- 7 VELLA610 L LH I I � in I I AL OPTION I _ _ I tr - pp 1-REE TTWEATMENT ALL TRIMD S SGREEW AND WINDOYe AT CORNER ' __ _� PROJECT NO. 01002 G.I.VENT UNITS AND UNITS REARING MDRON TO PERIMETER STREETS 9 I Ti I SHEET TITLE k= PLAN 3 I I — II q EXTERIOR PP ,I ELEVATIONS - - I IA' RIGHT ORIGINAL DATE: SCALE: 1/4'*'-0" MAR'3O i001 APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,INC BY These plan— s pave b¢en --- DATE applicable codes and ordinance or Aut hoe;: INN'.DATE her eby granted 'o issue a bedding Perri; endln a PProval by all applicable City agencies. g The issuance or gr a PProval ans sn'�ng of a perm,'nb of Ihese Plahall I ed on be . (y pod I anP nc^. n/ Ih P I F.T,J NO. I SEE oPnQNAL I qV 14 STUDY I AT 5MT A3A I -_--_.I-•_-II'-.1'' ____I'-4_'___�. G _^-_-- 12 Lj BSA ETOE IL5 O1Si7P TiAbIO-? K--NI I jI WA-L-K- -A!i -- - ----- -_ - �,o—.------ PIS CGJI 8'-0" CGI 8.-O..-CLG -•T* DR I RAS" O S HTECT & PLANNING16 16 FbL Iblb FbL$ED 4VA5©A5OOI 14'NI2• 12T5NA-0D WFI 4 SIXTY CORPORATE PARK IRVIE CA-IFORNIA 4260 6 (-T4g)474-60-90 FAX. (444)474-1422 2-1I WNDANIELIAN.COM 2'�• _ i 441 • I II IIII IIII 0 RESERVES ITS S5SOOGATES LENPW AD OTHER R PROPERTY FLOOR PLAN w60Ts IN THESE PLANS THESELY PLANS ARE NOT TO BE FEPRoax o _-----_,--_.- II'-6• I II II OMANSED OR COPIED IN ANY PORT - -- -- I II I oR"Ararat rwATSOEVER-Nqi ARE II II THEY TO 9E A6516NED TO ANY THIRD PARTY WITNOgf FIRST 05TANIN6 -- -- `� ENTRY - I ----- ---� - THE E><PRE55m W¢ITTETI PERM15510N 1 D I -' AND WNSENT OF DANIELIAH / ;4 C - VOL CLG ------ ASSOCIATES. 4 RIGHT LEFT 1 i J _ ��OppOFESS/p"C' 6ARA6E . . 10bo ----- IOHCI 6ARA&-E- I �y'9'-0" CLG -'--O-CLG �(FROM T.O.C.) - 0F _ (FROM T.O.C.) — f9 e4'W x 94•14 °C4B29 t5FIT 5EE WOOD 5HLT ERs CALIFOR� EXTERIOR ELEV. ,' - SEE � e I I b - OFT.GATE I N0. DATE REVISION AND WALL *PL I - -_ I /29/OI CLIENT REQUEST T0 _ 160'r01 -.- T� �j I lu b0 lu FIRST FLOOR PLAN FF PL *----- PL.--- -- FOAM TRIM- PROJECT TITLE _ _ ... -..... _ IXD FLAT PV le STLrW O/ VELLA610 OPEN TO i C� r� UC� ry 11 A BELOW ' ' P v 4 T� F —] L- C_ 7 E 1 L: C_� TRACT# 24383 om®o • L__J BED_ 3 F PROJECT NO. O IOO2 -- •I -- --- �.�W�/ 8'-0" CLG- pPT WALL Afm bATFJ 14 SHEET TITLE W.I.GATE MV V 90. BALin OG.LU5TER5 AT 4' ,� FRONT AT GA51TA GML.III WAW/9OOt FRONT PLAN 5 - EXTERIOR ELE\/ATION5 -- K-INI' WALK-IN' iQ 1 '-0" CLG�� 8'-0" CLG, CRICKET L.> BONUS _- - - CRICKET ROOM GA51TA `. 8'-0" CLG I I 9'-0" CLG ORIGINAL DATE: MAP 3112001 I 506e -- 2646 SF ewe_eF/ -- - - . 2630.5/7_. _._. J D-I I I - - __-. __ L IZ6505M '� _- APPROVED FOR PERMIT ISS DANCE L J art=_'- - - -L �coTT iAZEKAs a A 9'-9' SSOCIgTES Ry--- _DATE 4 These plans have been reviewed for adh Ce to the D-I applicable codes and ordinance. Aul rO ^OPTIONAL BOUNUS RM AT ELEV. "B" ROOF PLAN ROOF AT BA 3 OPT. CA51TA OPTION hereby granted 1.Pl ISeee a building pe �R'p'endin approval by all applicable City agencies. II - I II II - I II II - I 11 ° per based i Re, F Aoom SCALE 1/8 — I —O SCALE 1/5 — I —O SCALE 1/4 — I O , e L fl , 1 1 I 1 I ,.� 1 ,. 1 12 AT SIiT A-0.4 1 14 I I I P i u ILL WALK-IN: -0 CLG,I 8'-0 CLG� �,-O• I B� 4 Isle F6:L Ibie r-&L DANIELIANASSOCIATES I y. Iti4J• 4'-i1. 1'11�• '-s. 8-O" CLG I .r o I I�'�4• e�oNnRMIONAL SEE OPFIONAL / ARCHITECTURE & PLANNING I i SCREENED 4 SIXTY CORPORATE PARK &.1.VENT IRVINE CALIFORNIA 42606 I I -- _ 5040 aL _ (444)474-6030 -, I 0 '=' O '-'- O °C _ 2,o' FAX: (444)474-1422 L- ---_.- _1_J J -- Y#".VANIELIAN.COM fl I_io� 3�-6� �•-e• ��' r-1a� o .i' II II II .r 0 DANIELIANASSOCIATESEKORE55LT RE5ERVE5 ITS WWON LAW GO FLOOR PLAN - T ____ " II II II c II I II Rle i TMESE PLANS.maPEan PLANS ARE NOT TO BE REPRODUCED CNAN&ED OR COPIED IN ANT FORM OR MANWR ViV.T50EVER.NON ARE PF I I I I' THEY TO EE ASSIsrm TO ANY THIRD PARTY WITHOUT FIRST OBTAINING 1 I ENTRY TIE ExPRES'.�ED W[ITTEN PERMI'AION 1 — I / r ( _____-_ MID riATENT OF DANIELIAN VOL CLG A,vpDIATEs. -----= , RIGHT LEFT &•ARA&E 2 1060 —T-� IOlSO --� Y��OpROFESS/p � GARAGE I � 9'-0" CLG n - C. q 9'-O" CLG (FROM T.O.C.) _ (FROM T.O.C.) (Z54'A-54Rf — MANUFACTURED SOFFIT SEE ELEV. _ SPODE CAlIFOaN EXTERIOR SS 7 b I • I o I OFT.&ATE AND WALL PL NO. DATE REVISION I I /79/OI Culew REQUEST f 1 I I r �I r I l I LWA — —_��—� o Ull Ld FIRST FLOOR PLAN - --------------------- FF R- _... FOAM Tlxlm- PROJECT TITLE 0/ \e:2FLAT vv 15 STUGQo VELLA610 _ rT OPEN TO i i BELOW - - 4 fi C.__ _] L-� o ®o TRACT# 24383 rp - N BED_ 3 - - - — n ----_,� __ PROJECT NO. Q�QQ2 8' C„ CLG VIIALL ATE 50 ATE) - SHED TALEri _... BAI.1.I/5TE1RS AT 4' in FRONT AT GASITA O.C.II/2"r'50vSAME PLAN 3 �I C.ML.wALI.Pv STucco O/ FRONT - -_ Q EXTERIOR -- O�K-INP NIALK-Irl� ELEVATIONS '-O"_CLG is 8'-0- CLG� Ia�1 J_ - _ —cwcrEr l BONUS BONUS - _ CRICKET F--=-- ROOM 14, GASITA 8'-0 CLG 9'-0" CLG . ORIGINAL DATE: �b MAR 30 2001 'FR DR --- O 2646 5N 2e46 SN 2650 5M 2650 SH _____- _._. ... _. _.- 5 I� __ __ _ .__._— o - o -- o L.. _t— TOR PERMIR ISSUANCE .-(.OTT rAZEKAS&ASSOCIATES � 9 '-5' 1'-10' S'-0' I'-10' - BY__..s—h _--DATE These plans have been review¢d for atlh nee to the 4 he,eb able codes and ordinance. Aul PF7dNUrf D-1 T grained to issue a building pe n OPTIONAL BOUNUS RM AT ELEV. IIB" ROOF PLAN ROOF AT BA 3 OPT. GASITA OPTION IIaPDrooallbTa'PIa^Dllnable',`Ipagene;¢s Dondin R8 50.FT.ADDED II I 11 11 I 11 II '� n( a Perm based on SCALE 1/8 = I —O SCALE 1/8 = I —O SCALE 1/4 — I —O , h II b Lr 1 �, I I I I rill I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AL I DANiEL1ANASSOCIATES I I I Fay _.Is ARCHITECTURE & PLANNING - - SIXTY CORPORATE PARK IRVINE,CALIFORNIA a2606 050 RAKE ROOF PLAN ROOF PLAN FAX 474)474- FAX: (444)474-1422 AT eA-H CPT -0•x s'-4• k*"0ANIELIAN.COM SCALE: 1/811=1'—O" APPLIED FOAM TRIM- �- Fl/l'TER T D 2X5 ON mSE✓V - REG�S PI/ g 5 ®DANIELIAN A5 IATES EXPRESSLY 2%4 FLAT DLYV GRID YV 57IX.G0 RESERVI'S 1AI COI LAW W/STUGCA O/ -2• LOPYRIGIT N®OTIER PROPERLY RI6M5 IN TKME PLANS.T M PLANS ARE NOT TO DE RtYRDDULED SOFFIT 12 CHANGED OR COPIED IN ANY FORM TO b'-D• 4�— OR MANNER WNATSDEyER,NOR ARE ABV 2ND TEY TO BE ASSIGNED TO ANY THIRD ARGUED FLR _ PARTY WITHOUT FIRST OBTAINING SOFFIT 1 _J it�R �• I-0• �� T1E E%PR SSM MITTEN PERM1551ON L—J BED 3 [ 1 I NID DORSENT OF DANIELIAN — — LJIJI 8'-0" CLG 1 OPEN TO 4 BELOW •I in e�QPpFESSIgy_� ti FOAM TRIM-2XD FLAT/W b. C. a . - _ 4•RADIUS GUT D CORNER A'� �m n K-IN LK-IN *._. ❑ =jk r cnuF��' 0 CLG F r r I it BED 4 IbIb FSL Iblb FSL p _ f 4 =1 L__ J r E � � � �Y 8'-0" CLG - ---- ---- ��[ 0 4 No. DATE REVISION I•�I• ISO a�_ Ea LA• — 4 - n ISO --- - ----'_-- --- I /29/OI CLIENT REQUEST I 4046 SL I "v-�v- _._.._.-.. OPT.WALL AND SATE) WI.SATE PV I.So. 5AL TERS J - - - - - —— - J FRONT AT GASI TA OPTION '_ A"""� FRONT G.M.U.WALL W/STJGGp O/ PARTIAL SECOND FLOOR PROJECT TITLE 1/ELLA6IO 12 4 — 114 - - � — PL TRACT# 24585 2-0 m PROJECT N0. OIOO2------� SHEET TITLE _1 1 i''/ - J.� ` Deb _ENTRY _ 12" FIF PLAN 3 VOL CLG I. i ------� 'k---- e.1.vExr R _ I I EXTERIOR ` - 2'-C", -_, __ ELEVATIONS low ow &ARA&E 1 9'-0• CLG II II II (FROM T.O.C.) I I I II I I II II II II 2�2• r-o• -r_ --- ------- - - -- FF I II I II FF ORIGINAL DATE: ® MAR 30 200 s OPT.SATE I ANDAPPR WALL I I I RIGHT16070 ERMIT ISSUANCE E L� rAZEKAS&ASSOCIATES.I :. SCALE: 1/�,{`*'-0"have been --DATE -------`--------_.�_ � _ 3Y - These plans b ".viewed for adher PARTIAL FIRST FLOOR applicable uilding par IPPIJIIVICg ender and ortlfinance. Au anon is TE hereby granted to issue a b approval by all applicable City agencies. The i suance or granting of a permit based on o al 1 tl - pl s hall not be C stru d to t I p np y Intion of th IiFa b d perm L t7TK+�5 N" prP 1 Pro s s I I I I I I I I I I I I I — - - - - DANIELIANASSOCIATES I I ARCHITECTURE & PLANNING I s I 5/X7Y CORPORATE PARK E,11V I IRVINE,CALIFORNIA 42606 Ir 1r 1 �jr-,III ( FAX: M44)474-1422 YM.0ANIELIAN.0OM RAKE ROOF PLAN ROOF PLAN AT BATH 3 0 SCALE: I/8 1I_I I—O II O fc5 S vEs 1 cloATES EGRESS Y OI ,-------------- - 1 OTERP OPERTr nl ,, "" ---------------------------- W&HM IN TNIB PLANS.THESE - _ FLPLAN5 AFM NOT TO I£REPROWL® rMANafO OR O I!P IN ANY FORM 01 MA�Mott ARE THEY TO BE A55161ED TO ANY TNIRD FARTYWTIWr FIRST OBTAINING TIE ExPRE<15m P1[ITIDI PERMI55101l- bbB DANIWAN SOFFIT TO 6'-6• l -. I.: -_ S A•��LIATES. ARlAfED I[--J C __-� C J L_� O A FLR so -1 L-J BED_3 4 _ Q ? V C__� C a � E� 0 0 4 -_ 8'-0" CLG to d D'1 = �� QgOFESS/O,y�! OPEN TO - — _ BELOW - - ` �vv�' Caere ^' r--(OPT.AALL AND 6ATEJ 4 „! P* p.p.p.ppp FRONT AT GASITA OPTION YO.&ATE YV 1• 0 4 �� CAL i� oz.1 1/TERS.F IA O.MI/.%ALL Yv s�Tuaco o/ FRONT K-INI' AALK-IN, NO. DATE REVISION CLG�� -0" CLG"� -- I enRiol CLIIBIrr Rea x-sr BED 4 616 F6L I 616 F6L 8'-0" CLG 14' CO ECi I'�I• I I u'-4• I / I I I 4046 SL ♦� PROJECT TITLE _I_J L ------- - J VELLA610 PARTIAL SECOND FLOOR 4� 17 - - - _ TRACT# 24585 1 -4#• �,,6. �� { 1 PROJECT NO. 01002 I I SHEEI TITLE PLAIN 3 6.1.VENT ------,_-- - P� l VOL1 CLG EXTERIOR ELEVATIONS 411-, W/ STONE lobolOGO GARAGE I 9'-0" CLG II II II II (FROM T.O.C.) II II II II II II ORIGINAL DATE: ----------------------- n MAP I I oPr.6ATEAND I APPROVED r+Au I ; RIGHT LEFTTDI,PERMIT ISSUANCE i SGALE: 1/4"=1 ISO Ir AZEKAS&ASSOCIATES NC. RV_— These plans have been reviewed(orradh --_-- aPPlicab"codes and ordinance. Aut nzaR�llo pfdE - hereby granted to issue a builtling per pen Ins ��...�._�--� ..-------_ annrovalbis Y all aPPlicable City agencies. The issuance or sra nling of a perm`annroval of these Plans shall not be • PARTIAL FIRST FLOOR [�y�1il nr nap��;n nn�pin e,,1,on of tnr f RIIaIRRII1RRaRaaRllra 6yP w.ne � •67 ce�P.00.M •eeeAf• AMlc nLe 2' arP.ev.M —— - / a cET:AMIc nLE 4 / — I\ / II�W II t " li N«�^ _- I \`X/ _ / n DANIEUANASSOMTES s nmKI ��o0 0 0l� ARCHITECTURE do PL4NNING _6� ry " ry / \ / R \ Fm / rJ ©� " SRVINE�GALIP TE PARK ORNIA 42806 I (q44)474-6030 9'-5• o PAX, (944)474-1422 YVWW,DANIELIAN.WM M BED FAMILY ISLAND A B G D KITCHEN B D POWDER D o DANIELIAN ASSOCIATES EXFREALY OPTIONAL oPrIONAL RESERVES ITS COMMON LAM OOPYR161MT AND orNER PROPB[fY ,6"5 IN-THESE PLANS.THESE M1 AN5 ARE NOT TO aE RErnowzzD OIIAWP OR COPIED IN ANY FORM OR HAMMER IWATSOEVER NOR ARE TNEY TO aE A966NED TO ANY THIRD PARTY MTHDVr FIRST OCTANIN6 THE EXPRESSED MITTEN PERa9SION AND CONSENT OF OANIELIAN A°*I CIATel, LEI D QppOFE 9 r�L-.::1 -- I /M\ II 1�1/�D\,ij,1 11 11 �� n_" - I 1:�:A Ml,"Eill 11 / / o.C4BZg n 0".51NK l F CALri AND GAS'r SERVICE A LINEN G OPT. DESK/ LINEN G 6 D BATH 2 G MBA D B N0. DATE REVISION PLAN I PROJECT TITLE VELLASIO PANrItY 7Tl�� ,< i�F=zoo�- - o ®o�� - MED TRACT# 24B88 �\ v �� Em ' R\� � m Dp I O� _ 1 PROJECT NO. 01002 SINK RANGE/OVEN SHEET TITLE SERVICE A B BUTLERS 15LAND A B G D KITCHEN D B G PANTRY PLAN 1 1$ 2 INTERIOR 3� ELEVATION GYP.w. _ _ • 'CERAMIC LE ....___-- . -__ —61T.W.M " i2. 11111-11t] t ry M®IA 7 a El Q ORIGINAL DATE: iLOPT .LINEN 0 APPROVED FOR IlJJA M. BED FAMILY MBA D A BATH 2 B BATH 4 D SCOTT FAZEKAS&TASS&PATES,INC OPTIONAL BY ._.DATE .RINL.DATE These plans h an �v�ed adheren to the applicable eo nd v(�Iynce Authori Im Is hereby grants to , R"I permit ending V j1{_;fa 0 2 01 approval by atl applicable City agencies. Cr,�I.�MIppe�77 I+I r}V L11V The issuance or granling of a permit b PER NO. I— app—al of these plans shall not be cons ued to pc 't or apP ove, any v nlmion of the a Icable cad. nr o•d' Inn No perm ' it pros mod 1 11 �Mv IM- )I-1�n, f.al�r•!I Ilr It v C rnv 4 a: 7 \ / DMIELIANASSOCIATES o 0 00 ffz\ / ®oARCHITECTURE & PLANNING pFt SIXTY CORPORATE PARK RANb�ove IRVINE,CALIFORNIA'92606 I I (q49)474-6030 FAX: (949)474-1422 WWW.DANI€LIAN.COM ISLAND A D+B C KITCHEN A B G o DANIELIAN A A ES E P L"SLY lm,5 ES ITS comr m LAY1 COPTRI6NT AND an war PROPgiTT R16N15 IN TIESE PLANS.TESE PLA ARE NOT TO EE RB'Romcm, liIIMlSE➢OR�17J IN ANY POIOd OR MANICR WUTSOEIMR,NDR ARE TiEY TO DE A"64ta TO ANY—10 PAR"AITICLr FIRST 09TAaa46 TIE MITTEN PERMI511ION Atp CONSENT OF DANIELIAN Ay$MIATES �[ 4 It MIR. QpOPESSfp, O 4 �Q4, '9 I lr- - Wry z O / �O it Q i o I \x/ II \X/ .Ca82g y ��D�a it /p — cnueoR MBA D A BATH 2 A POWDER D G B SERVICE B NO. DATE REVISION PLAN 3 ; z I _a U PROJECT TITLE VELLAC710 TRACT* 24565 PROJECT NO. 01002 SHEET TITLE PLAN 3 - INTERIOR ELEVATION ORIGINAL DATE: JAN 3 0 2 01 S APPROVED FOR PERMIT ISSUANCE SCOTT FAZEKAS&ASSOCIATES,IN gg BY DATE • These plans have been reviewetl,_adhere a to the applicable codes and ordinance. Author on s hereby granted to issue a building permi p approval by all applicable City agencies. R1Rff'gbATE to The issuance or g permit vrd n PP Pransl shalt�t he con yen In a royal of these I Y, �}, r':• y per or approve any vl i,,�,�� ,f Ihr i Ir;:[,In !.il:!>CJ t: f,• t codes or ordmancn Nn �. SHEET NO. authe'itY II,vu•Ia o i.,f '—� codes Shag b•., r SOLID BAocK - - O o STEEL OVER U5E OF THE ARCHITECTURAL DETAILS I W.CORROSION RESISTANT 19UILVINS OVER MORIZ c IAL OXML. yH lIDRIZOHrAL R/UL 2A Z+50.ty ELOWN6 THE DETAILS SHOM ARE INTMDED TO MlR6[ILLUSTRATE THE VISUAL I'SO.GORROSIOI RE5157ANT - - - - 0151 COHORT AID THE MINIMUM!RECOMMENDED FEAT IM Fl%GrrwTION STEEL SLPPORT AT MDSPAN 1 GOq[OSION FW515TAW METAL IL (L POR THIS PROJ%T. OR 6'-0'OL.MAX DETAIL •. Z-BAR PLA5NIN6- S TIE GENERAL CONTRACTOR 5MALL INCORPORATE THE "?.;. W OF THE BALDING GODS•STRIGTURAL CONSDERATIO S,TRADE ASSOCIATON W I'BO.CORROSION RESISTANT S� BINLDRI6 .-.-. MANMLS AND r1ALIGA71ON5,AND PROI MANIFAGTURERS ARIM N BALJJFTD6 A7 4' Ix OL. , PAPER - - ZS � CORROSION I�ISTAM METAL BISTOC710115 POR THE GOIHPlE7E GOg37T111LTION or THE DETAILS. ALL POSSIBLE FIELD CODIT'10N S V44K H MAY E EN000NiEF®ALIV BOLD 6UMRDRATL arrow / W MIN- 0'RW AT TOP FLASMIN6 MDER-0ENT TO tR NOT MEGESSARILY DESCRIBED.FIELD GONORIO 5 ENCOUMTERM PIRCH •` CORROSION RBPl7A1R/ RIDGE PROVIDE 71GHT SEAL TO TILE) BN MMIRE GLARMIZATION SMALL�EROU6MT TO THE ATTDTON OF THE ILDD.APPROVED ICLSS'A'RATED JJJ �7� AFGNITEGT IN A TIMELY MASER. p hTAL DRIP SGFtgD I :: MaATET✓PROOI'DECKN6 NV eASTON'®RIC F i MAST-SEE SHT OR-3 SECT TA-6B WTALLED PER MANUFACTURERS _.... ]'TO TLL.E - _ _+� ROOFING rGr OVER. '�.'.+� � DANIELIAN ASSOCIATES N16TIE.GTIORS STUCCO OVER ->/_- ROOF S1EA1NIN6 META.LATH OVER. ARCHITECTURE &PLANNING cAaR05Ia+RBr5TANTMETAL - --- - Iµ� B1ALI11NNaPAPER �LE,LUGDOES IDE MAI HOC RP 1� EDGE PLA5MN6 W/DRP OVea �rM G .1. ON IRE5 5TANT SADDL E FLA*LINT, SIXTYIRWN ,CORPORATE CALIFORNI ARK cD1aRo51oN RESISTANT IMlTrrea 9L� GORIRO•ION RE515rNRT METAL � ��. SIXTY CORPORATE PARK It J'SGTrEm 'L'5AE FLA5HINa - STKLO OVIlR - --- - ---- - aAlRA6E DOOR 7RA6 92714 ONE PEGS CORROSION MM5TANT SADDLE PROVIDE BATTEN Pea TILE / (714) 474-8030 METAL LATH _....__I-L APM Pow CORNER, MAM.FAcnIRac INSTp=,na S FAX: (774) 474-7422 �9AT _-___ GARAGE DOOR HEAD GAo ''� 'Im RQOF FLA5HIN6 ._ALAP A7 89 OAhIEUAN ASSOCuiES EXPRESSLY DEGIC fi.A31R AT WALL s•G la'O' 9EGLRE ROOF TLE RESERVES ITS COMMON LAW- pN YIALL SQ DETA 3 GOAT STUCCO �•■I'-O' PmvTVE INI5ULA710N STOP BIA:II RESERVES AND OMEN ILAW- TT 6UAftL/RAIL � AT SECTIONAL DOOR N 3 GOAT 5TLIC W IM A-ATION DOES NOT 0997PWT EST S RICNTS IN THESE PLANS. ROPER IIIB'TRL.GnONa MIGAL FREE AREA MTDVEMENRr AS REIiBRED N3tiI�0' STUCCO OVER _P113 PUNS ARE NOT TO BE REPRODUCED NO HESE PBETRAn AD BY THE BUILON6 OFFICIAL-- CHANGED OR COPIED IN ANY FORM AT PIED O'SADDLE MOTAL LATH ER O I'SO GOW051OI R615TNR�_ 57UC[4 OVER FLAONINtl BUILDING PAPER OVER PROVIDE G_E.V[IVNGE Ba01'1 ROOF SIEATNBIG OR MANNER WHATSOEVER.NOR ARE %el"CAL SIRPDRT METAL LATH OVER PLASHING-- '----_ ----- - I TO IWAL.ATION STOP 5MAL 70 OR ISREATIM THEY TO BE ASSIONED TO ANY THIRD BUILDING PAPER- -. ZIrG SOLID BLOCICI THAN DIAMETER OF VENT MOLES PARTY ME E•MTHOUT FIRST WRITTENOSTAINNG ION H UT 5O.AL cO1RTIN,GIA CONTINUOUS PROFILE nLE OVEt, INDwzDNRrAL RAIL PRo.Ecn IX Cl/R8 / - AND CONSENT OF DANIELIAN t1NT¢N OC.CUCJ GORRD510N 1te51srANT METAL � = ROOFINS FEET- SEE DETAIL 0•' T SD.4 Z-BAR FLASHING OVER �•ANNT r CORROSION FtF5I9TANT METAL I �4 ASSOCIATES, M.I.BASE CM FOR ALL STRUCTLRAL Z BAR FLA5H Nb SET IN SEALANT PAN FLA5MNa J I]'STARTtI!1�T OVER ROOF SHEATHINS- MAROP IN PLACE AFTER ATTACIREHT-SEAL ALL /\ T1A5nc AT CUT TILES '. >X I a• RAIL wN•¢-cnOU FeETRAnoNs e. 21G )U b*aM z PR!74 N.FAr_7URrV J CORROSION RT_II97NAT , UU� h >E GORR0510N RE515TAM TOTAL THROSECAA2E SUPPORT T POST MATEy\/ METAL SION RUE- rROF4.E TILE OVER. ' I A BIRDSTDF WITH WfiP HNOLES Y FM r� �� I, \ �F�T Z FLA5HIN&OVM r1100FlNG 18 OVER ` �' CORROSION RESISTANT METAL e.A570MEKIG --� (ELOPE TO DRAIN \`^ I A ROIDF GIEATONG .. I EDGE FT A5HHN5 WITH DRIP- tiQ C TP III TO MATGM4B/�EErLATE 5TLZCO OVER_ / \• 5CT_SADDLE \� ,'/ _ J I 2x4 FASCIA ILDD.APPROVED MASS'A' �r HIILDIN6 P/VLiR - L_ RATED 1NTQaROOF DECKING FM L-- .. GONGRETC TILE OVER-- \..___ SL-- J PAN MASHING -- 1 IxG T R 6 Lam+ Tr _ eASTOMERIC BASE-SEE SHT _ .. ROOF FELT OVER RO' WIO. / - � THE I I 4-I 12'DIP.VB17 HOLM CALIF Gll-9 SECT.7A-6D :� GORFOSION rrE515TANr-.- -.._J ' SADDLE ,y h \ y �- a NOTES 17.NO IWLS T•V•I/0. I i PETc Tuns BAY fVH[IR' BE DEFORMED. 6116'e.ASTDTERIG!I®•D_W_NE - J 5cR® I 'V BY ROOF MANPAG7NRea'' II I FRIEZE BLOCK IITH ADHERI TO DECK .. -I= _ _JI _.. -- _� NL51 PLIElrRATE TIC PAN PLA6HIN S. STEATHINWS YEATIER:TRIFTINIG_.__ _____.---_-_ _._ PROVIDE SOLID BLOCKING I U III I STUC(4 OVER DECK ... ... GARAGE ODOR - — -- ELASTIDMERIc hEMBRA/E AT !NATION I METAL LATH oE? N0. DATE REVISION .. .... _.. WREN w11 MBDTN...._..._............_.—.. Ufc®54G' �.. OVER BUILDING PAPER T DETAIL I FRAMN6 -�----- ^ al L-1IN OVILDINS PAPER GUARDRAIL ANCHOR �� GARAGE DOOR JAMB �Ao �� SADDLE FLASHING GAo / \}—ROOF FLASHING, VAo TYPICAL SAVE ■Ao 6 >!'■IN•o' 12 3 GOAT STUCCO 0'■Igo' 3 GOAT STI C,00 91■la'o• \ V / AT WALL V■W ---_—_ 1 Vr■M1•O' AT SECTIONAL DOOR �_/ YN/3 GOAT 5TU000 Q SEE DETAIL II S/�T SD.4 FOR ALL 571IXTTARAL ATTACNMENf-SEAL AI.L PENETRATIONS STLGGO OVER n4' 4' Bn1GC0 OVER¢METAL LATN METAL LATH OVM PRINKED R PAINTED 4' Um OVER allLLDINS PAPER BUILDING►APER---......-.-_ GORAO5IGN RESISTANT METAL •••��AAA--- # PROFILE TILE OVER PROFILE GAP_. CORROSION RESISTANT METAL ROOFING TTiT OVER SHAPED MOM FA'AG 9R Zw FRAMNS-' - -- -"- Z-BAR MA7NNS OVIER ROOF SHEATHING- --.AF RO METAL u PAN FLASHINGSEALANT--. GORRO.1�PM515g ATMETA L. TE INATION GA►/ . !� VERIFY RAKE TILE BACNX4E SCN>ffD WITH RAIN DIVBRTBRgIEsuIREMEN7r KTH MAMNFAGTURER PROJECT TITLE DIA CORROSION RESISTANT 1 112'1l0. 1 STEEL HORIZONTAL RAIL AID ETD MTE __ MECANA.NIGAL GONELTION Y ROl7F PELT OV9[START132 FAT TYPICAL AT TOP AND BORON RAIL OR PE MN OV REOJIRNT IT TFEEN TAB O PROPILE CAT r _ ZZ NIECE VELLAV O -_ _ __r_ - �.ELODR LOW OPDll/16 } I I PRE-MANIFACTLIRW CORROSION RE515TANT METAL _ CORROSION RESISTANT 1315E FLA9IMNS W7H DR'P S[CLIRE RAIL TAROIASH MTE TO TIDB _ _- ' OR SOLID BLOGKINS PER STIU XT PN"S _- \ f ._...._ _..-'ti MANAIACT RM S�LA,TON METAL DI TIVIER- / 2X4 FLAT AT 24'O.G. ,. MIGAL 70'AID BOTTOM- ILDD.APPROJm GLASS'A'RATeI \ ` RE4UIREM8fT911 117T.R N 2 RAFTM SPAGM PROVIDE SOLD A..QCIC111a AT GORRO3101 WATERPROOF 6.K-3s FV ELTA-60 RIG / L}Z TO DRAIOAVROIrr N ^,• (VBLITY IV STRLGTURAL DETAILS) . 1f RMPSTOP BASE-Off 51TT 6H-S SECT.IAbB =' \ ___ INSTALLED PER MtAN1FAG7UII Siff OVERALL DIGH EXT -� ��' CORROVO I RESISTANT � RSI5TANT 57EA RAIL 51,10P F INSTR{,GnON6 OV9R CORROSION AT BASE TO MAT(M ENT.EL.EV / ' RESISTANT METAL 1'FLASHING I l-\ ~ AND TO CONGEAL FLLE METAL PAN FLASHING br6 T R 6 PROVIDE ELA5TOMLRIG TEMBRANE—At- OVER BUILDING PAPER OVER DECK 4IM�rt NN _ _, _. TERMINATION y ROOFIMS RAT _-_.._-._ 5TInso OVM - 5HEATHINS RN9,! ISOLDIER CONNECTION METAL LATH - PROJECT NO. Oft•JL7Z TVEEN TAB 8 FFLA9MNG GAP �IW!✓E$ISTANT E 2.FRAMNG- METAL ED&F FLASHING PAP - ---- ---�--- G B ER--- NOTE,ALL 6HIMRET SHEET TITLE I'W.CORROSION IRB157ANT 5T7� TO E APPROVED SIT PIRH'LAGE 12•STARTER MT OVM UlRO. ROOF SHCATRNG VERITICAL ISALLUSTBtl AT 4'OL.MWC 4„MN MATUPALTI.RE7t I RAIL DEG" FLASHING VAo '/ Q^- \�--CHIMNEY PROFILE GAP .,o DIVERTETe - TYPICAL RAKE VAo WALL MOUNTm-EXTERIOR 1 WWII I� AT WALL a••1w \ -I I _. 1••IR"O' � - -. __ -_ 1 1/1'■r6w , ��/// r ARCH N'LAT me oven DETAILS �.,./,I n[M'Q:7D 1 PNMID ROOF MATERIAL PROFILE TILE - IROO'R16 FELT I Y LOHRROF ION FCSISTAIlT METAL -I I I GEf.I.Rt<V/LL1EY FLASHING tiTH AF 11 PROFILE GM SEE DETAIL---- D_I OLIP5.NO PENEfRATON6 INTO L2'STARTER FEAT 011E SEEN I PAN FLASHING CORRO5ION RSI5TANT METAL VALLEY PLASHING. RoOr 9MEATMING �.3` SOLDER GOPELTIOII-__ -- 7UR'ED UP N•LALL VALLEY FLASHING Y'UTH Cciammi0N RPSFSTA I r METAL C 3/4•PLYWOOD- I MINIMUM 11%•CRIMP - Slll PAN ' POOPING�T MITH D R1N6 RINSE R.S11M6 . PRIED R PANTED - '� ROOFING FELT OVER RTTH DRIP �- i ,Y`y (SEAL ALL y CORROSION RESISTANT hCTAL I 2-BAR FLAWING OVER i VALLEY STRIP F$T T PDETRA71019 INTO PAW FLASH HIS GAP FUTH DRIP __ I R PAN PL.ASMNG ' ��NiY Ili ' DORRo310N RE515TA T (SEAL ALL PEN TRATIOPW SEAL"&gT N ' O I� MAL'Y AAE� SEPIA DATE 2r4 OVER THS5H0.D-PROVIDE TII@kGLD i 2,A RASED PASGIA / / /\ FJcrENGION AT ICPTIONML TILE FINSN� 2':m'OVGa 1 T � DIVER'TE1[AN7 I \�0�'� SEALANT STRIP i� 21XIO" FIJI5NIN6 GAP CORROSION RESISTANT L I '�� SCOT ZEKA OCfATE INC. R VIED ADHERED FOAM OVet IAPME METAL 51LL PAN WIT 5WCLG OYER I BROrN Pill G0.iOlR ♦ MET R AL LATH OVER � NON-COM'�nnHLC ali� 2' PERMIT I S GOAT FIN15H PERMAN/F. -- L ' BVILPING PAPER L-I I DETN '61�I�OQ I MIN CIAT r 1 ♦ ATE m l2ASTOMEW6 M 6'MYO OVea dmano0. AU oriRation is KATERMOD.APPROO P/m GLASS•A•RATED I I ROOF FNRAMING AP I e c V d Tor A 12• YVITER ROOF DECKING W/B1.5TOMETaIG aUILDIHG PAPER 6'EYOND Al'PI_B9 TRIM v ,- � �_5S SHT a"•lsT.7At� I I �� I \ Y - ;sun a bUNldin -it U APPROVED METAL FLLC III=MAN!GC v�ROOF SIEMNNM nn 9 P Pendili, INSTALL.PER MANIFALTURERS W� I YW SPARK AlRl�TER P�FLK 1• 1\ SG'FORE FELT OHca .CiIY agencies. 1• ■era 'r r S IMETAL LATH__ TO BE APPROVED BY PIRTI.ICE I— SUILDINS PPX71h IVmOF SM1EA�nrxNG� ;C•'.•,'I„ ,�AI `'nn;ln^lin oI of nn mA 4-3-2001 • T • R6TRUGTIONS OVER 1 / I LAYEltMEMBRANE B.JL•1701�CG STIIct.O OVER CORROSION RESISTANT -_._ J MOTE,ALL cHIMEY cDMPONETrIS MANLFAGTueR I gran 1PRINTnD METAL'L'FNASMNG --- I'-4• MBA. I'-O' AlILOING PAPER.AT n. 01•TnN shall Per TRfkl'', ME: 11:47 AM BUILOBT6 PA21R- - OVf3R DECK SHEATH _ _ AGTLRER Iv ,L^i ` of vI 1u ■A® CHIMNEY GAP ® WALL PROTECTION VALLEY FLASHING „ M. NO. 'ii 2Jta1 8 TYPICAL EAVE ■AoDECK FLASHING, ��NO. 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FAX: (714) 474-1422 S ASSOCIATES EXPRESSLY -MATERIAL TRANSITIONO P /PI AL EA E � RESERVES ITS COMMON LAN 3 GOAT 57UGG0 AT 11/3 ■ILO' I Vr■P•Ot COPYRIGHT AND OTHER PROPERTY HORIZONTAL ED ADHER VENEER RIGHTS IN THESE PUNS,THESE PUNS ARE NOT TO SE REPRODUCED CHANCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER,NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING Ix SOLID BLOCAUND THE EXPRESSED WRITTEN PERWS90N ' PROFILE TILE DVS[ AND CONSENT OF DANIELIAN SEAL ALL PRATRO / ROOFING FELT OVER ASSOCIATES. ROOF 51EA74N5 ---- I CORROSION PES15TAW FETAL- I ®6E FIJIS/II./6 WITH OF[IP - FIXED V40M SN7TTT9t •• 2X4 PLAT AT 24'O.G. SEE�F�.�L.�ATION I Io:E TURN 2 RAVER SPAGE5 AND/7C_� � I (HERIFY W StWGTVRAL DETAILS) opµ0TE5S/py- D-X p A TP LIRE. i 2X VERTICAL NAILER L14N 5AFE 1.1916TH AS SNPTY01t I- 2x8 ---"-- C4B29 (PROVIDE W HAILERS PER SNIREW I IR T 1• STUCCO OVER 1 f FCALIF� FETAL LATH OVER ' STUCCO OVER— _-- ---- __ - DUILDINS PAPER--- 'I METAL LATH ASTOMERUG NE7.ORIdE ` I 0J1LDM!PAI�t 2X FRAMINS- I I I'-0• NO. DATE REVISION `V•.J � UAO. 18 14 WOOD SHUTTER ATTACHMENT mot" T ASYPICAL RAKE Ur.M1O' —T eI EVAnON.x -_ I yr■�.- IX SOLID SI.OG0CIN6 � 5EAL ALL FEW-WATIONS.. I / f STLIGGO— I I FETAL LATTHH OVER ENALPIN6 PAPER - 1 I PROJECT TITLE I' SHJTIER VELLA610 FIXED YVOD •' I SET f WATION 1 ' 2X FRAFED REY.E55 -. ANDSEE ILEV MR P1w5HED wlmH, I HEIMfr AND SHAPE PERM II PRO VIM 76SEP- ALINS• —7G PER M M A5TOMMC,MEh®RAN!AND ELPV 7_ II T7# 1 2x Soup SLOMMS FULL WDTH THIS NU ACCOM TO W MIN.AwaAm AT ALL INSPc i NAL REG (RETURN ELASTOMERIC MEMBRME - SAMI!MOTH AS SHUTTER -. UP WILL Y MINIWM-5 SIDm (PROVIDE(W NAILERS PER 941ITEW PROJECT NO. ' 'EaF SEALMD• �-J ILLS 0I002 STUCCO OVER I I LM ASTOA2Ftic FEMBR/m OVER __ D METAL LATH OVER MALDINS PAPER OVER i - SHEET TITLE I4 BUILDINS PAPER t'":.l ► a'a. ' I SOLID DACKINS-'- ELASTOFENUO MEF®RAA - 2X FRAMINS 1 FRnMINa WOOD SHUTTERLL V CITY OFSLAKE EL E I a I I I -7 ATTACHMENT o' 57UCC0 RECE55 oM BUILDING-DE 9 GOAT 5TU000 I In'■I�Ot 3 GOAT 51U000 I yr IsNd ARCH MANLFAGTLI®ADHERED PLAN VIEW r I I STONE VENEER----- R PERMIT ISSUANCE SCOTT ZE 51U000 OVSt00, x.AS&ASSOCIATES,INC. Ia ELOCAONS - .. METAL LATH OVIM 11�I DUIL VIN6 PAPER These SEAL ALL PETSTR/IT10N5 -I plans ha been reviewetl 0}ATE—_ 2W� �--- he Peb able cotl and ordinance or adherent Y granted Aulhorizallo�the 2X SOLID DAGKINS I I approval b issue a buildin _ PIQ551Aff TREATED 51LL PLATE Y all a li The ' CSr PIA DATE Im.lea. Et: Iasua lance E COR7tO510N RE55TAM FETAL approval of Ihn. r la it's'GO Of a Per based on DAW SGREM W I5'CIA, �� r arP rI nn01p be construed 10 APPLIED SHUTTER __.-..--51 I I \ - PEEP HOLES AT V 04.OR w vinl I I PM CODE FIEWREFBIT . STUCCO OVER I I WHORE MORE 5TRINSEI(T r - .. .,'.I� lrnvls Ions nl g'vc FETAL LATH OVER SUILDIN6 PAPER IL _ DRISN GOAT STUCCO Y EA5TOMERIG MEF ANE I IT I FINISH DELOPI 9CJ® O APPLY OV9t ' Y ~ ... .._ SItADE,5 X UDL. RYYbUPOM ER @IT1RE SELnONS 205 AND 1805.1 s O ARF1.uNDI�t SHUTTER � I -J V90PI'ALL SI,BSTrsATE 1�CiA1RFSNTS PRINT DATE: 4-�2001 KNDOM OPENING POR ADHlRm Vt1�t ��YOTk PRINT TIME: 11:58 AM MAIifACTAtet PRJOR TD RCTALLATON /yf� APPLIED SHUTTER QI.WI d BASE DETAIL SH MtiI,3n(1 LOQ1 2 16 12 V AT WINDOW JAMB ■ILO' ^T S GOAT STUCCO LF � WITH PRO.!<LTION 0 REVISIONS: BY . .• REsiFORCING STEEL - PREFABRICATED TRUSSES 1 aymerml GJe PARNEAMfyAPALtELSTRAND LUMBER SHEAR WALL SCHEDULE - 1997 UNIFORM BUILDING CODE - _ 1.AN lain/ Neal shall be as follows: 1.Trun m°m,fodunr to provide calculation and shop drawings to tl,e project angtym and building 1 -PAR SI'1:'Dedrrofllys tb�emohuf«heed by Truss,Joist MacMillan in accoromce with - Sole Plate Moiling• 5ham 7ronsfe�r�. �� 11''��ll orolrl9 - /(ER-202. 'Shear Per Details `Cy vi�S' 9 k9. _ - department far review and approval prior to faDAcotiore- 16d Common 16d Box Capacity ® ® o•Ne.4 loan-and smoner-IntenneSwte rode eeMoNd to AB76-10 . 2. 9eari^9 lsxgth sheule never be leas then 1 1/2'. b.No.5 bons and larger-hard grade conforming to ASIS-60-- 2.Prefabricated trusses shall be assembled under the approval of on Independent testing agency per J. Baoln 5hegn Panel Material UBC 1997•• - UBC Stondor i Sec.25.1730. The manuf«tuner shun M an ,n d fabricator,ale current Nsta,t g length et Ndertnedkte wpoods aMuld be 3 1/2"minimum. Minimum Nailing c.All mosomy wall reinforcing,including masonry wall footings,Malt be intermedlNe grade _ aPpro y 4. bearing«ra lk se the fuwidth.1 M ea e beam is required A-35 Spacing Schedule conforming to A015-60 by ICBR S. Beams required lateral support at bearing paints. 3 8"structural II,C-C or C-D d.NI bars except No.2 baro shalt be deformed es per ASTM 0,305 - 3.Prefabricated truens shall have progrefaive stect.on and permanent crop�Adgino at maNreum 6. Continuous letiml support along the<ompressb / plywood With 8d na6s O 2 rows b B"o.c. _280//it 24'O.t. © © a.wire mesh shall contorm to ASTM Alas intervals of 12'(twelve feet)of aeon for lateral woven to pravmt rotation or lateral aipbcemenl, q n�ege al Deems is reaAna'd. 6"o.c. al edges & 12"o.c.field Table 23-1-K-1 USC, each row 7. PAR PSL beams shop meat the following minimum design requirements: 9 ( ace 1`10� - I.Chord bars any ration to be w•bed shall be conformktp to ASTM A-70e,Grade 60/ Note that continuous rurmee caned ing--top and-bottom chords,of adjacent bungs.wiN-be permitted H:W 3-1/2:1). Use 3x framing members of adjoining when occur brocn cur at every fourth-trun fime.starting at the frat joist from the wall. " A)Flaxurel at-,Fpw 2900 psi plywood-edges only. Use 3x mudsilis. - 2.NI ben shall be clean of rust.gnaws or,other mNeriah likely to impair bond B)Compression perpendicular to grain,Fc-Sao per 4.Trun M supplier all submit two sob of cokub d shop tim,anrop drawings,signed-"Ighibwed Civil or C)Ceanpronkn poraNal to grab,Ft.2900 Psi -3/8"structural II,C-C or C-D plywood with ad nails O 2 rows O 6"o c. 380//ft i8"o.c. ® ® 3.Al bends shall M mode cok. Structural Engineer to IM-Drojecl design Engineer for«cept°nce once to fabrication. Shop draw- _ 4"o.c.at edges& 12"o.c.field. Use 7z framing see 2B Inge old catculotions small be wemdted to the'Bwlebq aria Salary Depa In-M f«aecaptonce 6)Hortmntal sham perpendleuter to ride face of strands,r 220 psi members at ad oini d 4.Splidnq of bon shell haw bppirp al M bar GomeMn of 24'midmiwn in on eonthuous rw- A 8 v- adjoining plywood edges only. Use 3x mudsitts. ® inforcement of footings ant concrete tans,and 40 bar diameters or 30"minimum in masonry - and trrior to fabrication. _ - E)Modulus of Elasticity,E-2.0%10 psi L - © 3/8'structural N,C-C or C-D plywood with 8d nails O 3 roved O 8"o.c. 490 N/It 12"g.c. O7 ❑7 +ohs. Unless otherwise deteed.reinforcing steel in continuous beams and spandrels shall have top 5.Truss manufacturer shall design all eciswr trusses over 28'open for horizontal thrust farce 3"o.c. at edges& 12"O.C.field. Use 3x framing see 28 steel spiked at mie-won ode Ms bottom feel spliced over suDDort& of the bearing pinta hoe(Ns,..displacement 1/8"). members at adjoining plywood edges only. Use 3x mudaills. S.All reinfo nq bare shall be accurately and oaeurely placed before pouring concrete or applying GENERA.CONDITIONS: 3/8'structural I plywood with 8d not.O 3"o.c.at 3 rows O 6"oc, 550 I)/ft 8"os. © ❑j mortar eagrout. - " . -LING SCMEDVLE - edges& 12"O.C. field. Use 3x framing members at 6.Welding of reinforcing steel MOM M performed toy iM eketAt dro process util.Neq.EBOK% I. Gins al Contractor shall visit the building site and shop verify all conditions and dimensions prior see 2B b Martin ° work and shall be responsible for mordmatim of on work and materials,including M ff°R^9&Mn be common are pals confomlrng to the blest U.BC there 0utornabc adjoining plywood edges only.Use 3x mudsllls. ® electrodes,and pedormed Dig wNden certified by the City. these fum ad sub-contractoro En snNl M notified immediately of _ _ M Engineers y any diacrpancres. noAii 9 wed. Mal rase.anon not perct-ole shell inq. connections listed a © 1/2"(15/32")Structural I plywood with 10d nails O 3"o.c. 5 8"15,7"la 7.At welding to be done under the continuous inspection of a as"inspedtor registered by the city ••, rA to 1,This, Detail.govern over schedule ro minimum / 9 665 j it 8"o.c. Q7 �7 or as otherwise required the an see. 2. NI ASTM.ACT and NTC designations shop be amended to moat recent date,unless noted oMerolse. staggered at edges& 12"O.C.field. Use 3x framing bolts O 16'O.C. �' 9- 3. General details on these plans shalt be used there applicable,unless otherwise noted. 1. Joist to sill girder,toe nail each sin. 3-80 members at adjoining plywood edges only. Use 3x mudsllls. see 2B 8.Reinforcing stall cost against ant err specifically 4. NI emission,«conflict.between various elements of the narking drawings and/or opecifmbens - pining plyw' 9 y 9 s again exposed to earth NMI have 3'N clear co unless shall De brought to M,aftanbm of flan engineer before moose lI with � ark h question, 2. Oddg ng to Joel,rafter,toe nail earn end 2-Sd ® detailed otherwise. stud rig but of limited to dhcrpenciss beween the.lrycturdl a arohitealurol plans. - 3. Subfloor o^eNhi at all Morin ® 1/2'(15/327 Structural I plywood withtOd rwih O 2'o.t. Commun'canm mull be both owl and written. ^9 9 5/8",0x7"lag 870 /ft 6"o.c. ❑e I%6 a kn./qe.non 2_ea staggered at edges& 12"o.c. field. Use 3x framing 8. Cmtrattor atoll provide safe grid adequate temporary srootian bracin all beams,walls,etc. Dogs O 8"o.c. 9° Ile or winder,toy..IT 3-•8d members at adjoining plywood edges only. Use 3x mutlsilla. To brands full Nmeturd is desi lording shoo not M removed until Me element supported 2K blind and face nail 9Be is capode of supporting its design loading. 2-16d _ WASHER SCHEDULE 6. At construction sham be in accordance with that cummt uniform building code and NI local code 1. Sall plate to)plat or blocking,toy MN 1fid O 18"o,e. requirements. 'Sinker nails not permitted for this application; 16d nail length must not be less than 3-1/2 inches(actual)and 20d.nail 1.washers shall M used under Mods and nub of all bolts bearing m wood. The washers listed sty awt-tor.work 5. Top plate to stud,min nail q_ijid 7, GCI An«,°lea.Inc.d in M way responsible,iwo lea any and all jotreib vet length must not be less than 4 inches(actual). Sole Plate Nailing also abrv. as SPN Mlow shell M wee h the following Iacdtiom: or tin metnods one performance of orb+rank. S. Stud to eels able,ip nail 1-Bd A)Safe poll to foundatons 8. In no case shall working dimensions be oe.lod from owns,seclierM or details an the structural 7. Double top plates•face nail 16d O 16"o.c. **Use common nails or Galvanized Box nails at plywood shear elements to the framing; ad nails to achieve min. 1-1/2 B)Wood ledgers and caps to concrete and mownry wane_ drorings B. Double abase,face-nag led O 24'e.a, inches of penetration& 10d nails to achieve min. 1-5/8 inches of penetration into primary framing member. C)Against the 2,member when 2,member is bolted against a Mo,;w member 9. Refer to architectural,mechanical,and electrical drawings for mob.,omamanls,grooves,clip., Grounds,dropped slabs,curbs•etc,not shown an structuwl drawings. 0. Top pktn,bps end Intersections.piec (alnose Mil 2-18d 0)Standard cut washes may be used elsewhere unless otheml noted on droeings 10.Continuo s header,be pieces(alb stir 1 Where double sole DIOtls are used provide progressive sole plate nailing of spacing mtlitatetl in each plate. Any c reps«y between the structural pions and Me architectural plans must M brought ^9° wd9w)� 18d O 18'o.c. t0. anNbt«disc If.Coiling joist or rof ors to a6 bearings.Toe nail 3-8d 2 Use min.A-35 spacings as indicated at entire wall line and per detail at shear wall unless otherwise noted on plans. Belt Steal Plate Wash.. 14.9 ban to the allmtion of the engineer Immediately and than followed up h writing. This must take - 12.Cordimious header to stud.toe Mil ., 4-8d 3 Reconstituted rood panels(wafer board,flake board.OSS) may be substituted for plywood shear panels provided that Site Square Round Round place prior to cmNructing,Purchasing or expending any construction effort. The structural plan iJ.CeW at to NN rafter,fate mall - and the intent thereof shall lake precedence over all concerns and must pri all. Therefore,failure to - ^g jot Daro 3-16d an APA-NER 108 stamp appears on each sheet and equivalent thickness,nailing, and structural ratings are used. 1/2" 2-1/2.2-1/2.1 4 1- comply and ignoring structural details shall be considered a breach of contract and the contractor / 1/40/4 2-1/2x1/4 shall held heamless and indemnify the engineer and architect from any claims which might mire. 9 14.Floor&coiling joins&roof roRen lop oar,partnbm,face real,min.3'. 3-16d 4 Plywood shear panels shall have an exterior glue grade. 5/8" 2-1/2x2-1/2z1/4 2-3/4xf/4 2-3/4x5/16 11.Design criterid: See deign calculations sass: IS.1'Bwce to each stud and plate.face nail 2-5d 5 All plywood shear panel edges shall be blocked. 3/4" 3.3.1/4 3.5 16 3x7/18 15.Bunt up tamer studs 16d O 24"o.c. / 1997 UBC code as amended to date. 6 Shear wall sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface, 7/8" 3-1/2.3-1/2x5/16 3-1/2.3/8 3-1/2x7/16 Gravity bads:Roof 35.6 pal O 17.Joist or rafter to sides of studs up to and including 8'depth 3-f6d zero tolerance. 1" 4.4w3/8 40/16 4x1/2 Typ.Floor 52.0 pat Ia.Coifing stripe 1'x 4'to underside of joist-each bearing one slant 7 Boundary nails shall be placed not less than 3/8 inch in from the panel edge. Dock 74.0 pat ant straight 2_8d Lateral loads:Wind 70 mph tans.Eilposure C aa� L 2"x 3'To underside of joist each bearing ode slam ant straight 2-16d 8 Where SPN or attachment is specified at 3"o.c. or closer, nailing must be staggered and 3x blk'g or wider should be Seismic-N ZOM No. Use smug hold,annular grooved at gypsum board and plaster pilings. provided below. Na-1.2 My-1.5 - - Ships w°porti Imhr cairn shall be wired in phre in addlitm to STRUCTURAL LUMBER ^9 D 9s 9 Where shear malarial is applied at both aides of the wail,use hall the sole plate nailing spacing and double FOUNDATIONS naiMg. the number of A-35 anchors indicated in the schedule and use 3x min. pressure blocking at A-35 connection. U.O.N., 1.Alt,tmctur. rood members snail be 0 the best selection of Devoce,Fir per WCUS Gmeing Rule The me.-got-ohalf Mier the ce apt and type of o,at-goad far tin design of the foundatian(s) a fig..Bulk uD beams'(2)-2xa 16d O 12"o.c. /16,unless noted oMertise. Each piece of lumber°nail be gradeand pprove them in whim,e marked. n each edge stagger the sole plate nailing as required by the UBC. 2.NI.tructuml pyrood.shall be APA grade stamped,wide e.t•rice glue and as ep«Nied by the 4 16d O o In and 1. Foundation - 1/2"rib.N.B.O 10 Where 2 or pry p panel joints shall be offset to fall American plywood Nng an c,crate hated otherwise shal an pions. report: le Dared an eoP kvestiga8en npere by: CEO SOLA RIG•/MUItR1EFA N greater plywood shear material is specified at each aide of a wall then j Dote d report: 1/1e/07 3.Sills ant plates Hating an concrete or mawnry shall M pryawry treated Douglas iM.Bolts shall 10.3(0.e.MORE)2xa Report No.: 2487-C-SC 24'.c. ogrgand on different framing members and use 3 z framing members at adjoining plywood edges. and 12'o. M minimum 7/2 tram diameter emMdeed at Ipat 7 inches into tiro tartrate or moswry and - e.progressive Maximum ell.rebk eon Dearkg 1500 pat 11 Sole plate nailing is based on the use of 3/4 inch thick plywood floor sheathing. Thicker floor sheathing requires the spaced not more than 6 feet apart. There shall be a minimum N 2 bolts per Filets and 1 bolt Tha contractor shall be responsible for an requirements therein and maintain a copy an the job site use of longer notes which ore increased in length with the incremental increase in sheathing thickness. Notify GCI located within 12 inches of each and of each piece. at all times. PLAN STANDARDS/DEFINmONS Associates Inc. immediately if the thickness of the floor sheathing is increased 4.Pre drill all holes for 20d Mile and larger and for lag bolts. 2. NI az°°vNions shop be inspected and approved by the soils engineer prior to pouring footings. UJ • Align+tilt Post,MSB.trimmer,or bearing wall above:Unit to dictate the location 5.Double lop plain an all mentor and b•°ring partitions(not otherwise detailed)shall lap 4'0" 3. Concrete for the footings shall be placed against firth undisturbed natural soil or engineered, to :2.d}ill,a1 required by soil.engineer. Pm tuwlion specifieol arc Me responsibility of of m ov ember which is supporting a bearing point at a floor I"directly abe NOTES: MULTI-STUD BEARING(ABM.MSB) at splices am ha 16 w 10- d minimum lhru each aide of splice plate. the solid engineer. the laval whew opetniea. 6.Bolt..heads and nuts bearing an rood shall have metal washers. Sea schedule. Bolt holes In U.O.N.use double floor joist.below all pdrollel walls. Typical standard as alternate to solid post if rated 4. Fill N ramp wage and retaining walls shalt be of clean n n-eiponsive material free of organic wood Mall M drifted 1/32"l0 1M d diameter longer one nominal the bah tliamNer. AB. Anchor Bolt. Al}loon levels,use solid blocking(o/name purvallnit Beom }o/2.Stud. maledd and placed weer controlled compaction to 90%of maximum density unless otherwise 7.Manufactured wood trusters,MNI M designed in acmrdgny with tin latest edition of U.B.L.Oeakp .ADD. Additional. ar specified by web engineer. sal ea peal above)below lrimmaro and posit,supporting 1x 2 approval a anal)M submitted wi the engineer for review and to the building prior to fa for BFW Bottom frame walk Use 2x studs full height floor to floor,or floor to roll 6x { approval end permit. Shop drawings shall M submitted for engeaaars rev'row prier to fabrication. 3. Roof,o BIG runoff and art ll be e.Mall be directed°way from building. When El(Expamive den) bearing headers and Mains. NI posts or MISS shall neeeda 6O the building shall M (n per plan condition). The introduction of arbitrary top pMn a1 a height in o 8x S 8.lag bogs atoll owe lead hair tiaras before driving, hook d'rWnelen to M oe fohpwn: g equipped rills rain gutters which teed dNecty,to orb Molina. wall ahem bore' b match or exceed Mam width, 2,Joist 1 Par JdN - xg y perpendicular framing h not present constitutes a unstable A)Shank portion some d�am<ter and length as thank. B. AI water shall M removed from foundation n<avotidHa prior to plating of concraN. cmditim. Maximum non BRG Nud heights pre as follow:(70 mph wind n exposure C T Sarin Truss 1 Per Trues B Thread portion-0.80 l0 0.75 diameter of thread and same length. 7. Provide odequo4 drainage behind ell retaining edits and Olreal the drain outlets away ham the EXTERIOR NON BEARING WALLS;Use DFII1 9.A certificate of coml.-.is required prior to framing inspection for all glue kmhaled wood members. building. Aeolis use a controlled granular material behind all retaining wan for a distame behind 2"O 16'o.c.- 10`-0'maximum stud height (2)2 x 4 O I6'e.c.- 12'-0"maximum Nud height TYPICAL ROOF/FLOOR SHEATHING NOTES: the all equal to the height of ire retaining wall. Provide a comDirglidn-o/weep roles O 24'p.c. 2 x 6 O 18"g.c.-17'-0"ma m stud height ROOF LEVEL and/or a perforated drain pipe. (2)2 x 6 O IS"o.c.-Ig'-4"muzimun stud height 8. Minimum slab romforos ntnt old pad requirements shall conform to the soils engineers rec - IMERIOR WALLS Use 1/2"structural II,C-D°r C-C plywood exterior glue grade. Min.Panel index number(24/0).ride Oilcommon TIMBER SPECIFICATIONS mendotions unless otherwise noted. No specifications ale provided heroin for the design of concrete 2 x-4 O 16"o.c.- i1'-6'maximum KW height oafs O 6"Q.G.-supported edges and boundaries;O 12"o.c.in the field.(unblocked U.O.N.)- 1.Repetitive Vertical Framing Studs Adjusted Strosse, flat work or any ore°of a structure other than the footprint of the building. CALIF Cafifomta Framing:As noted an plains;e-slsU f false framing over WAaO.ral roof. Basic Fb ib(Dsi) Fv(p FRMG Roof Kicker hall be added se,as not to exceed maximum span e1 9'-0'with FLOOR LEVEL 9. MI exterior walls to be secur with 5/B'dial.AB. t M"o.t..with 7'of embedment Into first ZX6 RR O 24a.c. AI plywood sheathing and shear transfer details$MII occur at 1.2.4< 8' Constr. (Fb- 10DO) 1150 95 poor,unless otherwise-led.Prow in, of(2)A.B.at EA-data section or piece&an Me lower struetuul roftes.U.O.N.on Me plans ea details. Similar sheathing Use 3/4'Struclual f,C-0 or C-CT&C plywood exterior glue grade. Min.panel index number(32/16).with 10d 2.2,4<10' OF#2 (Fb- 875) 1500 96 A.B.nu idea than 12"from rich end. nc .0111atia -apply with the use of rip Ndps,sleeper,or any double joist 3.2x4< 18' OF SS (Flo- 1450) 2500 95 1 common nons0 6'o.c.-supported edges and bounearieey 10'o.c.in the fills.(unblocked U.O.N.). intern. 4.3x4< IO' OF/2 (Fb- 875) 1500 95 10.MI interior walls with snot pins.Hilt./DN 72 be uv°Imt at 1B'o c.,unless otherwise noted an plum. (No light-aeight Cmcrto/1%gyper.te) -- - C.J. Calling joists.2K framing member of soHited areas max mum spans oro as fdlowa: 5.2.6< B' OF Slue (Flo- 675) 775 95 _ 2w4 O 180.c.- 8'-0' NOTE 6.2x6< 10' DF/2 (Fb- 875) 1300 95 S HA( 2x4 O 24"°.c.- 7'-0" 7.2x6< I6, DF/1 (Fb- tODD) ,495 95 CONCRETE 2xa O 18'o.c,-13'-3" Reconstituted rood panels(wafer board,flake board and OSB)may be substituted for roof or floor sheathing 8.2.6< 18' OF SS (Fa-1450) 2165 95 1. Concrete..ad I.the work shalt hove th.fohoeinq ultimate comprenre strength at age 28 days: tiM1 y� 2xa O 24'o.c.-11'-6' - 2x8 O 18"o.e.-17'-6' provided that an APR-NER108 approved stam n stamp pp...o each sheet and equivalent thickness,nailing and Location.n structure Ultimate Nronoth"(sae rat.9 beior) 2.11 O 247o.e.-15'-3" QI _ DO Double structural rating.are used. 2.Horizontal Framing Members A. Slab on grade 2.000 psi U.O.N. DBSD Double Studs:MI-2. A. Joists Basil Fb-875 psi Whole that repetitive use S. wan Footings 2.000 psi U.O.N. s - - D.F. 5p«irerpoYglpe Fir core.:unless otherwise noted.ax Bx.Bx,h1D one brgN shall R(pai) Fb(os;) fr(eei) C. r'oa Footings 2.000 psi U.O.N. .. - M OF/1. Unless otherwise reeled,ail 2x.4.10 and smaller•hall M DF/2. 1.2x6 DF/2 1135 13DO 95 D. Grade beams 3,000 psi U.O.N. �l D.S. Dog o Strut: truss, STRUCTURAL STEEL(f appibable) grfOF Al 9 Deng Multi roll ran mile uM fiacr joist or solid member Nail sheathing 2.2xa Df/2 tOSO 120� 95 •U.O.N.grater -' to thin member with 0a/t Od Common Mils,at 6"o.c..U.O.N.(D.S.or D/5) 1.All structural atest work shall be designed,fabricated and erected to AlSC wecifc.tiom ant standard practice.far buildings. 3.2v 10 OF 02 060 I100 95 - .O.K.S. Double King Stud:(2)-2.full Megm studs adjacent to trimmer of wall opening. 4.2x 12 OF/2 875 1000 95 2. AlI Concrok shall be None<mcroM utilizing aggregate conforming to ASTM C33. T.K.S. Triple KingStud;(3)-2x tug height stud.adjacent to tiimmse of toll opening 2.Structural Nest plots.and arcon Mall contorm to ASIM A-36. 5.2x14 OF 02 785 Type q P.DATE 3.31-03 9 860 95 Cement shall M T h or N con/eamin to ASTM C150.D.T. Double 2x trimmerge Specifkd siren single 2.trimmer does not provided sufficient 3.Structural steel pipe shall conform to ASTM A-53 grade'a". 3. Re1nf°rchq-Neel shall have a minimum protective concrete covering n follows.unless wecifcaty contact bearing art at a header Engineering design criteria is crushing 4.Structural steel tuM Men conform to ASTM A-500. S. Framing members detailed othomiee: MAY 10 2001 InMeneicubr to the grain of the header. a 5.Paint op Coat of rust inhibitive point and for awls In exposed area. Fjb( FyJx.0 A. Canerste east agoinN and permanently awpesed to earth }' E.E. Each End.(E/E of E.E.) 8.A licensed fabricator approved D the building department shall Iumish eh drain for by en Prior to 1.4x8 or lea. OF 2 1135 ES. Each Side(E/S E.S) opro y q alp p q. approval gineer � 95 B. Concrete exposed to earth or waother. Each W 2.4x 10 OF/2 1050 95 ter ay Ill or E.W.) fabritatioM of structural Noel member. Hole far Dolts and/or rive4 shall not M cut with°torch. 3.4x12 OF/1 1100 95 No.5 be,an No. 18 bon 1 F.N. Full Height: 7.Bolt holes far steel connections shall be 1/16'larger in diameter than normal bolt size. Bolt,for column base plain at 1.Iwt4 or roatef DF 1 1000 95 No.5 Ddr and YfnoNer including wire mesh i 1/2' w - C.L.B. Glu.Lumi'.led Boom:Sp.R. mmufocturaa glu-km bean grade 24 F-OF with azimu 9 r m � F7 1 1 Z'Mick lams V.O.N.ors standard comber C foundations may be 3/16"m m larger m diameter than oncher,bolts. 5.ex6.8 or ridN x8 OF 1 1200 85 C. Conchae not-penned to weather o contact with ground: 7 :7 / ( represents camber ( ) HGR. Approved Manger:my hangar which meets or exceeds the capacity of the member 8.AN comectbn,not detailed on pions shall be detailed by Nest fabricator and,hall be submitted an slop drawings for 6.600,6(or wider)x12 DF#1 1350 as Slabs,tom,joists: AppROv O as I which-it Is supporting. Even N not specified lM plans,oil joists which hang off approval by engineer. 7.Star aker).14 DF/1 1330 85 Scott �b UTA411-IS, cJ +� the We of flush beams(rat or floor)shall pa hungwW, clued rim No, 11 sae and son ban 1 1/2" FAtEK par gas, ten 9.Bolts.hail M ASTM A-307 unless hated olherwiae- B.6(on+ider)x IB Select$tract. 1550 85 AS B ASS N o 11 King Ste noted first lM Dlam. No. 11 Dar and wnaller ByT/a' f O ` N.S. King Stud:Tess NrN ern Might Nor located immediately adjacent to a Maser. 10.kOpection of all field weids to be provided by registered beauty Inspector. 9.8(or wder)xla seta!Struct. 1530 as Y z es� K.P. sting Post A post ten than a Noy in height;generahy-bearing upon dnolner Molder 11.N0.TI KWIN BOLT-11 shall be installed in cmfortnon<e to K;BO Report No.4627 use Beams,edumM' Th NBV Vs1 (except u of 2x4 or 4x4) ass,lens Z or Dam. Pnnweay reinforcement,hes.stirrups.eD^alb �PI/Eiibl^codeMs5 been review 'ML Mim-Lam Be-:by Truss John M«kfllan 3.Trimmers and Polls All OF 12 UON. 4. Before.-,at.is placed.the cmtroctor shall coerd.Mte and check with ajj Air�RmwnB ,rrefgd ardine bull, f r as Ms8 MUItipM stud baring:Replays a,afid alemant poll only when oper9,edw Permits FIELD OBSERVATION BY GCI ASSOCIATES. INC. 4.Gba_Lorol^Ned Dements �z F proper placement of all opening.,sleeves,extends,curb.,deprearl etc.>ml r g b-M�I(roiFpfgc aU^ a boil 0 f�@ '^ buiMor(where atrenn perm t)to take edvento9e of lM Cost a v, • la Fb ODfa solid cement Dy utiliing several 2.studs which aro nailed Drogrn rve1,t,;;hla (Vt) Mown,n Ma drawings. i/if`rnv s/nnr:P ntya e 9 n(.as,ecnedw•) GCI TO PROVIDE THE FOLLOWING OBSERVATIONS AT EACH LOT. 7 DAYS ADVANCED NOTICE IS REOUIRED FOR SCHEDULING. Appeorany DF 24DO 1as f 5g Psi Parahem Beam fly Truss Joist MocM'llon.Sao notes this shell it applicable. bewlriol t 3. NI concrete with a compressive Warmgth h-ern of 2500 psi at 28 dW MN Bloelb imee�ih'+2s'n9 0(a OnIC�"r a.SD. a e°aw:Usual o she z.wench Is, ion member Rea board. 1. PREPOUR OF FOUNDATIONS witch 1�-2oncreteit.pinvitil of a Inspedeput impactor tits sha q Moo local the building l building `c Moll n nR� fM9 y Sp eamprcas any. x / p8ea U.N.O.U.N.o.(.n Plana) i r. � inrian h mo om g larger Man the rafters rfl'ch from.into them. Reaf weer spacing r 8. Concrete quality.Ins,pecfon and feels shall conform to the Iacol building. a wlbtlho iD PL mat M tin some at each ode at the ridge board and mull M directly opposing. 2. INTERIM FRAMING 5.Unless otherwise notes,all heaizontd framing members which a e 4x10 or lees shall M Dougbe iir c R.BM. :1.r Beam A vertical load eany;g member with posts N each era. Rollers at 3.FINAL FRAMING /2.4.12 or greater>hall be Douglas Far/1, concrete dw•'9rred by ultimate strength method. neh aide-ad not be oppeNng. 7. NI concrte mrres Mall conform to the - k Notes: proportional eotablieMd by code for Me venous oancrte r DATE: R.J. Roof JOIN(R/J ea Ill Am combination roof rafter end cool join and specified in then h.required for the work. Centimeter shall lfRm/VI conditions where nprmt.ceiling joist ore real present:to.volume conditions Arty speadic eromirg member .led m Me framing abn referenced by°detail or s«fon!Iwt 9t engage°certified Independent tasting laboratory to , P.R. Roof Rafter(R/R arJtR).ate specified In conditions where coiling joist do exirt mquirn o Miter grade Mall supersede-my grade of the above categorized etemant.. prepare six(6)designs for the weak. Cap*.N s«h max design,womil ce 7-day and 26-day JOB N - 2001-386 ' therefore no piling material or insulation is supported by these mom ors. STRUCTURAL OBSERVATION comor test mI Mall be not to the structural engineer and the local building offokl to obtain - r SHEAR A6 eMor poyk and shear cans at en°upper Hoer level Mall extend to Me Structural observation shag be provided by the engineer on record as per U.B.C. DRAWN 8Y: WALL undonede,of the root sheathing,U.O.N. Observation deficiencies shall be reported to the owners representitive,special inspector.contractor& _approval prior to he un in the wank. - _ QJs T.T. Tam.m line used to tit-oppon q rafter N their Mele(ande),ton never M used tu building official.The structural Observer shall submit to the city of Oxnard a written statement _ CONSfIhjCWN NOTE S. Rater 1°pest teniion.lob specifications(N applee°Dle)fee tpe..requirements. support 0 drytoll CeiNng(a tension member any). Moat be I«aCxI in tin later third that the site visit has been made&identifyan re - N,T.fA tin roMery. y ported deficiencies Which to lire structural observers : THE ENGINEER ASSUMES RESPOlnSTBRItt FOR CONSTRUCTION BASED UPON THE LATEST ORAMNG itEVRN)NS - p. Th•-oliw,fied/'c noted above le g mirdmum value. h the event wMON resistant uwMM h refPiNed �xO T' 'u.o.N. Union OlMndn Noted. knowledge,have not been resolved. - AND ASSUMES NO RESPONSIBILITY FOR I;OfffRAC7 BIDS OR PROJECT CONSTRUCTION MADE FROM DRAWINGS - by th-pwjeet soils engineer,a testing laboratory or tin Building Official•ill-such a special mix PLOT DATE 5rIPS'a ROOF TRUSSES WHICH 00 NOT REFLECT BALDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERING CHECK. design requeremant will dictate higher compmnive strengths. >f - Roof truss design drawings shall be-submitted for plan check&approved by the city before the work - ANY DISCREPANCIES BETWEEN THE ARCHITECtVRAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE BROUGHT 10. In the event additional concrete coverage in requNed per this specifications of a eamoawe Study Men this SHEET is allowed to proceed. TO IKE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. thickness and/or depth of o"ruclurol members shall be increased by two tho es the gd&M..it'elements S G N1 x - thee.pacified by thh_dirnemxm addressed inst this corrosive udy. MAR 3 0 2001 1.I t e / �, ,. .�: 50. I .. ., 1• ,. ., ,: ... •.1r t ,. ,. . .. .. . a >i1, �.iz,. ----- REVISIONS: BY CASE I CASE X ANCHOR BOLT SPACING FOUNDATION NOTES SHOWN ARE FOR LOTS 46, 50-54, 59-63, 68-90, 93-98, LOTS 43, 44, 47-49. 55-58, 65, 66, 108, 109, 111-113. 116-120. 127-133, IMPSON HOEDOWN 5-H D F 102-106, 122-125 AND 160-164 SOILS ENGINEER TO FIELD VERIFY. 135-140, 142-154 AND 156-159. USE A STIFFENED (RIBBED) POST TENSIONED HPAHD22 1 5/8"0 x 16" A.B. FOUNDATION SYSTEM. FOR Sx MUDSILLS CASE 11 SEE SOILS REPORT FOR INFORMATION INCLUDING BUT NOT LIMITED TO. 850 N/BOLT AT LOTS 45. 64. 67, 91, 92. 99, 100, 101, 107, 110, 114. 115, 121. 126. 134, 141. 155 COMPACTION, PRESATURATION, FTC.. 2 PHD-2 SPACING CAPACITY THE FOLLOWING AMENDMENTS SHALL APPLY: PROVIDE SPECIAL INFORMATION PER GEO SOILS TO HOMEOWNERS INTERESTED IN INSTALLING 1) SAME AS CASE I EXCEPT INCREASE THE DEPTH OF ALL FOOTINGS TO 18". SWIMMING POOLS, SPAS OR OTHER STRUCTURES. O 48" O.C. 155 N/ft PHD-6 USE (2)-N4 BARS TOP & (2)-#4 BARS BOTTOM THROUGHOUT AT ALL CONTINUOUS FOOTINGS. REFER TO THES PLANS FOR ADDITIONAL CRITERIA. O 2) SAME AS CASE I EXCEPT INCREASE MESH TO No.6xNo.6xW2.9x2.9 OR k3 BARS 0 18" O.C. OB 48" O.C. 0 B/fl 21 EACH WAY AT MID-DEPTH. O PHD 8 OC 48" O.C. 0 N/ft 13) A POST TENSIONED SLAB FOUNDATION SYSTEM MAY BE USED. ' O H010A O 40" O.C. 255 N/ft Og H014A O 32" O.C. 315 N/ft r------ _ ca:c.erooP F 24" D.C. 425 N/fl O7 HD15 O 16" O.C. 635 N/ft r- 1 f 1 I m I O 8" O.C. 1275 /ft INSTALL ALL HOEDOWNS, EMBEDS. P--- 9 1 -._.. L -I --------------0?--- ; C i==------- ---------------- ----7-_--------------------------- -----i 1 PRIOR TO FOUNDATION INSPECTION O (2)-5/8" Pr A.B. 1700# ---_-- •\ L ADDITIONAL I OK (3)-5/8" 91 A.B. 2550N F T , w-µ4 eoTr I L (2)-3,a" p A B. 2040 N I I I PATIO L I ( CUT ADDITIONAL--' O CCNO.STOO- 9L46 1 4 1 I •4 BARB _ / 4'•0"x3'•0" 4,41 ' I (3)-3/4" p'A.B. 3060# r--=------------------------�---- 1 .__..__....... ...._..._-.._.-.L _ � ! I 12 !aeowpE=oonrx, I � SET ALL A.B. FOR 3x MUDSILLS TYP. AT OPTIONAL 6 ° R=PACE I 1. 997 UBC TABLE 23 III B-1; NDS 1 r D- ... .._ . ..._.._.. 1 2. EQUALLY SPACED. J * �`. -i... . FIREPLACE 2 I aD ITIONA- 3. ALL EXTERIOR WALLS TO BE SECURED WITH •a 70P 5/8"41 x 14" A.B.'S AT 48" O.C. WITH 7" OF OPTION I (2) •4 BOTTOM L I I ADDITIONAL(2)-A4 T 4 p 1 I EMBEDMENT INTO 1st POUR, UNLESS r2)-•a B x B'-0"LONG -------- ------------J OTHERWISE NOTED ON PLANS. 1 F? 2 I 1 J J �� _ -- 4. USE MIN. 2"x2"0/16" THICK PLATE WASHERS -� �- ------------ i 5. ALL INTERIOR WALLS 70 BE SECURED WHH HILTI j1 1 L I MDNI 72 SHOT PINS, OR EQUIVALENT, AT 18" O.C. I F --J CUT ADDITIONAL I UNLESS OTHERWISE NOTED ON PLANS _J O IS I I •4 BARS - �, (ICBO N1290, JAN. 1995). 1 CUT ADDITIONAL p I TYp 6, 3/4"0 MAY REPLACE 5/8"0 BOLT AT 1:1 A4 BARS I I ADD'TIONAL 3 RATIO w/ SIMPSON ET EPDXY METHOD (ICBO #25185) FATIO/DECK Of=71ON - F 1 I ;;--4To., V FOUNDATION i=L,dtN I 1 1 '��-•4BOTro� � I (1 7/8" CONCRETE EDGE DISTANCE AT EXTERIOR). 3 I A (� I - .,� PAD SCHEDULE < 1-L -J - i SOIL BEARING = 1500 PSF \L 2 I I I I I I PAD d Pm t A. I 4 I I ! _ 1 0 PAD N SIZE 1 DEPTH 2 (KIDS) THICKNESS REINF. r-- tL� rJ '4(1 2 -•0 (E/W) U. 1 I I 2 I A❑ 24"x24" 18" 4.8 K 12" 1 I -J---- ---- ---' W r -------------- ------ _ ❑8 30"x30" is" 7.5 K 12' (2E�Wa D I 1 - `._D ... ..._. .. .1v I - I I I 1 - - GUT ADDITIONAL I I I yx I 1 .., • #-'L-- 1 ...-....._ a i. )ro 2)- - i 1 l __..3'OP�_ ❑C 36"x36" 18" 10.8 K 12" (3E-W44 BARS L - 2 O2).•4 TO-. 4% 13-OC 0 (4)-N4 11-•4 Bo^rO^+ I --� s o E/W p 42"x42" 18" 14.7 K 12" FPORCy = GLS-AB ar CUT LINE AT- (4)-#5 CUT ADDITIONAL TYP. I ❑E19.2 K 12" E/W •4 BARS 2--D_I-- D- 1 1 All pods ore square U.O.N, p 1 __-__ •FIRE PLACESIMP SW 32xB-4 D- 1 ------ 1OPTION 2 Depth from lowest adjacent grade I HOLDOIWS 4 A.B. I ----- -.1 F 3 Steel not required when t> S/2 PER Sw 32x$-4 I : _ 1 where t = edge of square pod. --------- �RI�;�" Cl1T ADDITIONAL--- I i 4 Conditions on plan may require ... .__ d r COLRT*ARD wAL�9 BT or..ERSI 2 D-I TTP D- 1 BARS 15 I FOUNDATION/SLAB NOTES- additional depth, VERP"LGC.ITIGN AND _ _ I I , I 4-z:>-¢� 'F-- I II I LAT'CU'J"-C'/'L 1 m __ I GG'xG.STOC" J 1. USE T P. 12" WIDE x 12" DEEP CONTIN. FOOTING ® ALL INTR. & ALL EXTR. BR'G WALLS 8: SHEAR LANDSCAPE PLA',S I I 2 I D ' D I y L,._...... ... ...... .... _. L___ J I (` WALLS U.O.N. USE (1)-(r4 TOP AND (1)-{1j4 SOT. THROUGHOUT CONT. FOOTINGS. REINFORCING D- 91MP Sw 32.8-4 2 7 a1 '^ BARS CALLED OUT ON PLANS ARE IN ADDITION TO THESE M4 BARS. 2 �. I I Z_ Cj 2 -! O='.OR r 4 __CUT ADDITIONAL 5 ,- r-----, I HOLDOILNS 4 A.B._.. I I PER sw 32xB-4� a.®x3.z I \itD I _ �pFE CON^.STOOP 1 I I L 2. USE $p FOR INSTALLATION OF 51MP50N PAHD & HPAHD SERIES HOEDOWNS. !F I - --- I 1 GEOROE N ------ 1 I_ I G 2 *I - 1 __-__ ! 3. USE D FOR INSTALLATION OF SIMPSON HO HOLDOWNS. C�011 •4 BARS ------------ ADDIT.(U-•4 TOP _ 9 �f __ _ e----- 4 U?-•4 BOTT. _ 4. USE SD FOR ALL REINFORCED PADS, U.O.N, l Q� I I appc.o•.AL -------- IB I CUT ADDITIONAL 2 r '� , '4l O 1 GASITA- I •4 BARS 1 0 °-4MID FOF ILI�f I I I -] 09WI6x1- IB TY II IB 5. REFER TO SOILS REPORT FOR MORE INFORMATION NOT-SHOWN. i E A 2). So^C"+ I D- a °• 6. °--�" INDICATES BAR CUT OFF AND IF A LARGER FOOTING WAS SPECIFIED EXP.DATE 3-31-03 \ - CUT ADDITIONAL 1 9- D !, 1> '•e"pT CUT ADDITIONAL- I B ` v"�A�9C-PE�A'D RS THEN RETURN TO FOOTING PER NOTE kl ABOVE - 12" BEYOND BAR CUT OFF. MAY O YOGI 3BARS O CV I' 7. CONCRETE STRENGTH f't=2,000 psi MIN. - IN THE EVENT SULFATE RESISTANT CEMENT 7 -4 BARS ve IS REQUIRED BY THE PROJECT SOILS ENGINEER, A TESTING LAB. OR THE BUILDING OFFICIAL, THEN _ .. ----_ __---- I 5_OPE i SUCH A SPECIAL MIX DESIGN WILL DICTATE HIGHER COMPRESSIVE STRENGTHS. (MIN. f'c 4500 psi) "F ° _d � C c ------ --- _-••` ---- - i I E B. USE 4 INCH NOMINAL (3'h INCH ACTUAL) CONCRETE SLAB ON GRADE REINFORCED WITH 6x6 _ 1 e W1.4 x W1.4 WELDED WIRE MESH (WWM) PLACED AT MID-DEPTH. PLACE THE SLAB OVER 2 y aNa ' -------- ----J��-------- CUT ADDITIONAL D-I INCHES OF SAND OVER 10 MIL VISOUEEN OVER 2 INCHES OF SAND, COMPACT AND PRESATURATE z 1 E 1 •a BARB r'- -1 - , j"'- "1 SUllbxT-4HD AS PER THE SOILS ENGINEER'S SPECIFICATIONS. 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. APPROVED 9 F-0R PERMIT ISSUANCE f 'yips 1 10. ALL HOEDOWNS, EMBEDS, ETC. MUST BE TIED IN PLACE PRIOR TO FOUNDA$g01TTN %p(,�,ggSOCIATES.I DIMENSIONS TO HDs: FOR HPA's TO < OF STRAPS; TO HD OR MTTBTO < OF EMBED'D BOLT. m 11. REINFORGNG BARS SPECIFIED ON THIS PLAN ARE IN ADDITION TO SAR£e Rhfcl DATE c o a 6 en reviewed for adhei c d e) w aPPII abla codes and ordinance. Awho i,lion Is rM AT NOTE 1. ABOVE. y granted to issue a building par,1 en di- 12. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON Hlsaf( Y��1CKIb►pPlicable City agencies. DATE, C�� OPTION ON - WITHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT Hj erb-i of 11, E gr,miV g of a OIA2y01 nroval of (hn's permit FROM THE PROJECT SOILS ENGINEER FOR FOUNDATION PLAN AND rQEifm II �f g4a MIMI not be co n 2r001-3lIi tic No I,!inn of the FOUND 710N PLAN SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCT ��SCI1N fR^"^ pnrmn presumrf LRApN,BY; n cancel nee provision, C.R. CONSTRUCTION NOTE 'I�r II SCALE. - 1y4"•1'•0" SCALE:1/4" •I'-0" }- }-� J� //++ THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LATEST DRAWING REVISIONS f L,4 I 1 E L Fz\/• /\ C _ F O LA D A-T- I ON IL AN AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR-PROJECT CONSTRUCTION MADE FROM DRAWINGS PLOT DATE V. f'rt WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERING CHECK. SHEET SCALE: 114" =P-0" ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. M A R 3 0 2001 CASE I CASE Z REVISIONS: BY FOUNDATION NOTES SHOWN ARE FOR LOTS 46. 50-54, 59-63, 68-90, 93-98, LOTS 43. 44, 47-49, 55-58, 65, 66, 108, 109, 111-113, 116-120. 127-133. _ 102-106, 122-125 AND 160-164. SOILS ENGINEER TO FIELD VERIFY. 135-140, 142-154 AND 156-159. USE A STIFFENED (RIBBED) POST TENSIONED FOUNDATION SYSTEM. CASE 11 SEE SOILS REPORT FOR INFORMATION INCLUDING BUT NOT LIMITED TO, AT LOTS 45, 64, 67, 91, 92, 99, 100, 101, 107. 110. 114. 115, 121. 126, 134. 141. 155 COMPACTION, PRESATURATION, ETC.. ANCHOR BOLT SPACING THE FOLLOWING AMENDMENTS SHALL APPLY: PROVIDE SPECIAL INFORMATION PER GEO SOILS TO HOMEOWNERS INTERESTED IN INSTALLING _ 1) SAME AS CASE I EXCEPT INCREASE THE DEPTH OF ALL FOOTINGS TO W. SWIMMING POOLS, SPAS OR OTHER STRUCTURES. 51MPSON HOLDOWN SCHLQIdL 5/8"0 x 12"A.B. USE (2)-#4 BARS TOP & (2)-04 BARS BOTTOM THROUGHOUT AT ALL CONTINUOUS FOOTINGS. REFER TO THES PLANS FOR ADDITIONAL CRITERIA. FOR 3x MUD ILLS 2) SAME AS CASE I EXCEPT INCREASE MESH TO No.6xNo.6xW2.9x2.9 OR N3 BARS 0 18" O.C. O HPAHD22 O HD10A 850 #/BOLT SPACING CAPACITY EACH WAY AT MID-DEPTH. 13) A POST TENSIONED SLAB FOUNDATION SYSTEM MAY BE USED. O PHD-2 ALT. HD5A O HD14A OA 64" O.C. 155 #/ft OPHD-6 ALT. HDBA O H015A O 56"O.C. ISO M/ft 3K 3K cor+c sTooP OC 4 H 4 O PHD-8 ALT. HDBA 48" O.C. 2 B/ft PAD BY PAD BY / < o 9 PT ENG. IT E'NG. d1 4 4 D 40" O.C. 255 55 �'/ft INSTALL ALL HOLDOWNS, EMBEDS, ETC. O 32" O.C. 315 #/ft -- ----- --- --- PRIOR TO FOUNDATION INSPECTION �-� f F) 24" O.C. 425 /ft LME LOAD-1600 PLF � OPTIONAL ®r 16"O.C. 635 p/ft ., aI Iap O" 8" O.C. 1275 N/ft conc.vo"oP r�-fie_ }v A'•O x3'•9 JO (2)-5/8"9f A.B. 1700N OK (3)-5/8" Of A.B. 2550N LL� El O (2)-3/4" 0'A.B. 2040 N I�!¢oJiDE FOOTING --- A' 'ONAL OM (3)-3/4" (X A.B. 3060Q CS I SET ALL A.B. FOR 3x Is FIREPLACE EXCEPT,&-SEE FRAM NGDPIIAN ❑ OPTION NOTE: h� 2 - - [_ _ = INDICATES MIN, DESIGN VERTICAL LOAD 1 1500 PLF AT j� /� }''� �j �I 1 bQPI /� EXTERIOR LOCATIONS AND 1000 PLF AT INTERIOR LOCATIONS U.O.N. i'--'tT 1 O/JJ E CX O T I OI V - L fl 1. EQUALLY UBC TABLE 23 III B-1; NOS F 2. EQUALLY SPACED. FOUNDATION PLAN ®� �-�„ 3.5/8 Or ERx 14" ABASSATO " O.C. WITH 7"OF O SCALE: 1,4' .i'•© 0 � F EMBEDMENT INTO 1st POUR, UNLESS OTHERWISE NOTED ON PLANS. ( 1� n 4. USE MIN. 2"x2"x3/16" THICK PLATE WASHERS. v UNLESS OTHERWISE NOTED ON PLANS. 2 I I LINE LOAD-150 PLF 5. ALL INTERIOR WALLS TO BE SECURED WITH HILTI I I NDNI 72 SHOT PINS, OR EQUIVALENT, AT 18" O.C. L_ _J 2 UNLESS OTHERWISE NOTED ON PLANS O. 2 (I , JAN. 1995). 6. 3/4"Al' MAY REPLACE 5/8" 0 BOLT AT 1:1 1 RATIO is/ SIMPSON ET EPDXY METHOD (1 7/8" 1 1 1 - .,`1' 1- CONCRETE EDGE DISTANCE AT EXTERIOR). 2 SL - IAT OPT.CRI a GONG. ` V� PORcT1'' - 01 G STOOP GUT LINE AT INFORMATION FOR PT VENDOR:9L.:BJ /� 2 1. DESIGN GRADE BEAMS, ETC., PER STANDARD OF CARE (SOC). F 2. DESIGN FOR SLAB SHORTENING AND SHRINKAGE PER SOC. BIMP 8W 32x8.4 SD6 IF FIRE PLACE 3, DESIGN SLAB 0 RE-ENTRY CORNERS PER SOC. HOLDOU"4 A.B. ❑ OPtiON 4. DESIGN SYSTEM TO MAX. ALLOWABLE TO RESIST OVERTURNING AT SIMP. STRONG WALL, PER SLU 32x8-4 \,F HPAHD's & HD's, ETC.. TO FULL CAPACITY OF THE HARDWARE PER THE 1999 2 G G 2 V-4— /--__�INDICATES AllF " SIMPSON CATALOGUE. OOURTYARD"L,5 E-C'�ERS 2 I01G 5. Iii INDICATES PT POINT LOADS (DL+LL) IN KIPS (POINT �CCAr:ON ANG _ A-0i3-O PB �'� LOADS LESS THAN 4h NOT NOT AYOI.r W�rw G=n� m� Gcnc.srocP f ED). I2 LINE LOADS B DASHED LINE 56 4. b 2 to t 7. U.O.N. BEARING LINES ARE LESS THAN 1500 FT. D- 81MP 8W 32x8-4 N/ HOLDOW48 4-A-- r AT OP-.DR t 1 PER eu1 32x8-4/ e-m.x3-O OQPpFE IOpA�F CASIT,4 rl J GCNc s-OcP PT SLAB NOTES: b GE E I G 2 1. PT SLAB BY OTHERS CsOIMS, S^y V 2. USE $p FOR INSTALLATION OF SIMPSON PAHD & HPAHO SERIES HOLDOWNS. ED 3. USE SDt FOP INSTALLATION OF SIMPSON HD HOLDOWNS. . FOFC B06x1-4W0 'EXP.DATE4,kt03 9 ----- ----- -r--_---- i -- -- 4. USE SD FOR ALL REINFORCED PADS, U.O.N. MAY 10 2001 I� coLR . D WA.Ls B"-oT-ERs; 5, REFER TO SOILS REPORT FOR MORE INFORMATION NOT SHOWN. JERER e.LOC-TiOr.�VD ' I -AYOUT w,T- 6. IN THE EVENT SULFATE RESISTANT CEMENT IS REQUIRED BY THE PROJECT SOILS ENGINEER, E g,�:c. -�D9G_cE PLANS - -• --- - -� A TESTING LAB, OR THE BUILDING OFFICIAL, THEN SUCH A SPECIAL MIX DISIGN WILL DICTATE 1 s�ove E HIGHER COMPRESSIVE STRENGTHS. (MIN. f'c = 4500 psi) p C o I 7.VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ti'�b o�n le ti b co, as 8. ALL HOLDOWNS, EMBEDS, ETC. MUST BE TIED IN PLACE PRIOR 10 FOUNDATION INSPECTION z �o �.-_..... ,. 131111bx1-4H0 t>x� 9. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON HIS OWN VOLITION //�� /� WITHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT HIS OWN EXPENSE C,45 I T,4 OFT I ON - 1 FROM THE PROJECT SOILS ENGINEER FOR FOUNDATION PLAN AND DETAILS. COAFRROMM U �� FOR PERMIT ISSUANCE p mon FOUNDATION FLAN SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCTUIS61Of04O12 9RS&ASSOCIATES,INC y o v C�zm SCALE! 114'' .I'-m BY These plans have been reviewed DATE adherent CONSTRUCTION NOTE applicable codes and ordinance. Authori: I hereby granted to issue a building 0V12/01 THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED 0pe"vMICtyL37tMILMMMtlPSrtP6�16MEgps permit Jp�_nJ __ 2rt101"3e6 AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT I 4�� Q�g1IA RtO'nM9 DRAWINGS permit b AWN 8't: WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND Aa00NOliRRdN3hEN61NB61�1dCs�pI}G}NyE�C�t be const rsB"fa— Cl! ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL,PM no 6RI 8� ,IPdI/�1TT a I Se-, F FLATIC\� 1 \/ (/'�_ t presumed gve` V4'.FO' I I if . V FOUNDATION fi�LN TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCII'OW""'t`'"'v�nl:�lc or r.anrolr the provisions :,•I I..,,vi:,,! P DATE 3/�OI SHEET SALE 1,4„ MAMMA S1-1.1 SHEAR WALL SCHEDULE - 1997 UNIFORM BUILDING CODE REVISIONS: BY Sole Plate Nailing• Shear e_I�'I_Fit Shear per Details 16d-Common l6d Box Capacity She.,Panel Material USC 1997•- Minimum Nailing A-35 Spacing Schedule 3/8"Structural 11,C-C or C-D plywood with 8d nails O 2 rows O 8"o.c. -260{/ft 24"o.c. TTP. 6"o.c. at edges& 12"o.c. field(Table 23-1-K-1 UBC, each.raw : 66 H:W 3-1/2:1). Use 3x framing members of adjoining See(9� D uuu plywood edges only. Use 3, mudsills. "`222SSY�� A W © 4/8'structural ru turl & 12"or C-fD' plywood Use 3,w ith fbd noils O 2 rows O 6"oo. 380 N/ft 16"o.c. edges see � .o� - members at adjoining plywood edges only. Use 3x, mudsills. VV 3/8"structural II, C-C or C-D plywood with Bd nails O 3 rows O 8"o.c. 490 {/ft 12'o.c. Q7 ❑7 ixl4 M. Fi8 D- D•^ G-^ D- 3"o.c. at edges ni 12"o field. Use framing see 28 members at adjoining plywood edges only.. Use 3, mudsills. 4x4 31 g 3/8"structural plywood with 8d nails O 3"o.c. at 0 PATI ��' D Py 3 r 6' ot. 55 N/ 8 o.c. T c-Im• a•1e' edges& 12"o.c.field. Use 3x framing members of see 2B 0 it OW9h v 2 Q Q 5 b 6 66 6 �O atljoining plywood edges only. Use 3x mudsills.9 D-' kyx9�z PB 31xzx9Uz x9�z PS -- -- 3Gix90i F'BL - -Y- 3Glx9�r P86. 3 _V'NOTE�NO RIP HU,5412 M1GR �- -- �51/2"(15/32') Structural I plywood with-tOd nails O 3"as 5/8")8x7"lag 665 N/ft 8"o.cp p HDRHDR HDR HD HD staggered at edges& 12"o.c. field. Use 3x framing bolts O 16"4x10 dx12 4xI4 r 31^ixl2 PSL BM, g� 22 HU v Omembers a1 adjoining plywood edges only. Use 3v mudsills. sce/LB k! HDR HDR —�_J HU5412 R14CsR FA ILY HGR. 5 - v= A. 1/2" (15/32') Structural I plywood with 10d noils O 2"o.<. 5/8".&7"tog 870 N/ft 6"o.c. P. staggered at edges & 12'o.c. field. Use 3x froming 33 4x4 I B I S members at adjoining plywood edges only. Use 3, mudsills. sates 2B 8"o.c. FAMILY D- B POg It _ IM II - -Sinker nails not permitted for this opphication; 15d nail length must not be less than 3-1/2 inches (actual)and 20d noil f 3V2xt2 PSL BM. D/S 9 LIVING 5 I/4(OMIT SNEARIUALL length must not be less than 4 inches(actual). Sole-Plate Nailing also abrv. as SPN I 5 'ZI - - I\ FIREPLACE OPT. r e r ❑ -.. _.--- --Use common nails or Galvanised Box nails of plywood shear elements to the framing; 8d nails to achieve min. 1-1/2 r- DIN) C.Y _ i I 8 inches of penetration & 10d nails to achieve min 1-5/8 inches of penetration into primary framing member �$4n�� - B D/9 8 D/S --" 1 Where double sole 22 p n ypgFyR -} � plates are used provide progressive sole plate nailing of spacing indicated in each plate. _. -f WU 2 Use min. A-35 spacings as indicated at entire wall line and per detail at shear wall unless otherwise noted on plans. 51M. 51 D EJ -1 _ g 14GR. 5 ,+ 3 Reconsliluted wood panels (wafer board, flake board. OSB) may be substituted for plywood shear panels provided that PATIO OPTION - S I 21 20 TYP ;= on APA-NER 108 stamp appears on each sheet and equivalent thickness. noiling, and structural ratings are used. 20 31 22 D- 54 31 4 Plywood shear panels shall have an exterior glue grade. FLOOR FRAMINf PLAN 14AN 39,I I25 _ o D--' X D- HANGER fTYP. 0 31 D- D — I 5 All plywood shear panel edges shall be Mocked BOTH ENDS) IO+A� D- I 6 Shear wall sheathing nods or other approved sheathing connectors shall be driven flush but shall not fracture the surface, SCALE.1,4`.I-0^ 1x12 CONTINL BM - - _ - -_ .I�\�IVaI zero tolerance. "lJ1 7 Boundary nails shall be placed not less than 3/8 inch in from the panel edge. OA 8 Where SPN or attachment is specified at 3"o.c. or closer, nailing must be staggered and 3. blk'g or wider should be O IL.TJ, Y provided below. ,`l I 24 5 l --/y 19 9 Where shear material is applied of both sides of the wall, use half the sole plate noiling spacing and double a�i 5 }�• D B xlp the number of A-35 anchors indicated in the schedule and use 3x min. pressure blocking at A-35 connection. U.O.N., ) a FI _ .- S v I D/9 8 j v stagger the Sole plate nailing as required by the UBC. D N/SED5 n ' IT D/5 8 / I I � 10 Where {2 or greater plywood shear material is specified of each side of a wall then panel joints shall be offset to fa" T I ENTRY G on different framing members and use 3 x framing members at adjoining plywood edges. 1 rd Jp 11 Sole plate nailing is based on the use of 3/4 inch thick plywood floor sheathing. Thicker floor sheathing requires the d1 0 x I HGR 19 1 RM• use of longer nails which are increased in length with the incremental mcreasa in sheathing thickness. Notify GCI BED 5 0 m •O TYP.- 39 p_ I Associates Inc. immediately if the thickness of the floor sheathing is increased. 'lam 34A L FLUSW SM °- y+ O� uJ PANTRY 4x8 IN. 4x6 I NOTES: MULTI-STUD BEARING(ABM.MSB) Q� B b+ X` 31 HDR - HDR -- -�--3Y=-_ = I Mae U.O.N. use double floor joists below all parallel wolls. Typical standard os alternate to solid post it noted EA 3 D- 59 20 s" D_ 22 3 f" At floor levels, use solid blocking (of some equivalent Beam I of 2x Studs ^•'� _.) 4 D /r D I D �12 D- 5 I area as post above) below trimmers and posts, supporting 4x 2 V' 5 F 1 �- bearing heoders and beams. All posts or MSB sholl 6w 5 MSB TO I $ / P _D - a I match or exceed beam width. Ix Joist 1 Per Joist jz� 59 POST ABV. / TYP (- I Series Truss t Per Truss B TYPICAL ROOF/BOOR SHEATHING NOTES:Xg �r' 'I RODE LP'EL 0< 24 j 24 J i' u ommon Jt 1 II b ) th 6d c 9 6x1m CONTIN-4x6 OST )'h_-- \ D \ I 'fie O FIRE PLACE use t/z'strati era C-D or -c plywood extr�o g .roan. he Pan< mile.n m er,). wi_ C r me I'oes O 6'do -supported edges and boundaries,O 12"o.c.in the field (anblxked U.O.N.).TION BED 5 OPTION - 5 9 F FLOOR LEVEL FLOOR FR,41"IINCH PLAN 4 D ^ I +b 4 / \ la 2 AR�Re"Sii T'G I common Structural II,C-D or C-CT&G plywood exterior glue grades Mtn panel index number(32/16).with 10d 6xt2 I CsA Ar E I 1 \ a node o 6'•a.<. -supported edges and boundaries:0 10"a.. n the field.(unblocked U.ON.) 6CALE.1,4".I-0 HDR DROPD Elm / q concr I gyp ) 811'�a - - (No light we ht ele No CreteSW 30 F_I rgTE�� L 35 D- D6 I'L ° Q '� Reconstituted wood panels-(waferb a d flake board old OSB)may be substituted for roof or floor sheathing • SIMP. O 32xS_4HD, .� 2 ��, j provided Inat an APR-NER108 oppr—d stomp appears on each sheet and equivalent thickness,,nailing and OF S10 ❑ k % FLR DM TO \\ abucturol mange are used OQP �lff. 4 v 16 I ❑ GAR. 9HT'G `�_\ LEGEND 0 SPECIAL dDAREq AGM NAILING GE � A. yC I - p_ --_- _"'� USE 2x PAD BLK'G GO s Ina F-I 2. STUD WALL O ALL EDGES WITH: CQ I p-^ 1 4x4 HDR_-�-- - - -_ I I _ -/ _ - Sd COMM. NAILS R-I - ROOF S 4x16 HDR X 219_S SHEAR WALL O 6,6,12 >'�rf 11 ` ..__I _ __ aI ID ROOF TRUSSES. ROOF RAFTERS.CEILING CAP=270 N/FT. OF— DKS 45 i I _. - _. _- - -_ _ I I •OPT.DOOR ( 55 _ _ /n\ ` - - JOISTS. DECK JOISTS, FLOOR JOISTS /R-q\ - ROOF Xp DATE 3. 1.03 ✓•4• p_ s•-e• I 91MP. D- � Bid COMM. NAILS /// •••... 4 44/7 / 9W Ibxl-4 HD - Q - TM NDR ® BEAM N PER STRUCTURAL CALCULATIONS. 4x6 TIN. ____1L___ I = f� TO TOP PLATE C 4 4 2 MAY 10 2001 55 SIMP. 55 91MP. CAP=360 N/FT. - D. 5W16x1-4HD p_ 5WI6xT-4HD N SHEAR WALL MATERIAL(SEE SCHEDULE, SGN-I) HDR I Il O LL D MIN. LENGTH "L-AS NOTED. (FL=FULL LENGTH) - ROOF 39 v 4' I ~ m O NOTE: SEE SGN-1 FOR ADDITIONAL INFO. INCLUDING D- qg plug 0 e p �Y RACE 2 tl f 19 I PLAN STANDARDS/DEFINITIONS&ABBREVIATIONS D- -0' 10tl COMM. NAILS F-I - FLOOR O 6.6,10 FRAMING NOTES: CAP-320 FT. w % 1 DESIGNED WOOD 71NSSE5 O 24'O.C. FRAMER TO PROVIDE MIN.4x4 lOd COMM NAILS ..+ GASITA Y R / v POSTS AT ALL HOLDOWNS. SEE O 44 10 F_2 - FLOOR p_'� on 55 $RIP.SWI6x1-4HD DES04M WOOD MONO TRUSSES O 24"O.C. �& AS SHOWN ON- CAP=425 N/FT. t;J ti'7 u am ,R D• ❑3 GIRDER TRUSS t ---- - HDR - ❑4 12'TJI/PRO15- 0 FLOOR TRUSSES To 12'O.C. FOUNDATION PLANS-. F-3 - FLOOR ❑5 12"TJI/PRO-150 FLOOR TRUSSES O 18"O.C. Cc; �n V -__ -.- 10'TJI/PRO-150 DECK TRUSSES O 16'O.C. al�� .4 I S SLOPE TO DRAIN 1'4:Ft. WALL NOTES: UT c ❑7 DBL TJI FLOOR TRUSS.USE SAME SIZE AS ADJ.TRUSSES C) m``o --�--- - HDR --- - (2)-1� 3/4x12 ML w/161 O 12'O.C.O FA EDGE �B 2.6 STUDS DF{1�16'O.C. < �Zm WO 0 D/J DF{2 O 16'O.C. APP� p�[Eq, - RIP 1/4-PER FOOT TO DRAIN © 3x4 Am`/1W ISS "CE 8 gC_QbTS 6g22 iA18SOCIATES,INC DATE 01-12-01 D- METAL CONNECTORS 11 DATE JOB NO. 2001-� ALL HARDWARE BY SIMPSON STRONG TIE These plans have been reviewed for adheren e applirable codes and or finance. Authori: DpAi-67 R By: CR hereby granted to issue a building permi approval ban applicable City agencies. ADB. V4•�I'-O'CA ITy4 OPTION - �I 4�w� ` ` coNsmuclwN aoTE FLOOR FRAMING PLAN �� y\ }� I f /• �` O M I ^ I I I THE ENGINEER ASSUMES RESPONS FOR FOR BIDS RASED UPON THE LATESTDE rRpm,M �r 9ranlingl permit b t DATE FLAN\III I \)(/ IT-- I I\\I FLAN\\I AND ASSUMES NO ASSUMES RESPON FOR CONTRACT1010 BID$OR PROJECT CONSTRUCTION Mgp6 F�'RM'A IN Sic I,I,a ns qa not he cons• 3/OIY�I SCALE.1/4'.I'• WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENCNEERING•CHECK„.,,,.,t of thn T I rS14L'ET I r ied SCALE; I/4" sI'-�" ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE BROUGHT TO THE ATIENTION OF BOTH OFFICES PRIOR TO STARING CONSTRUCTION. MAR 3 0 2001 SHEAR WALL SCHEDULE - 1997 UNIFORM BUILDING CODE REVISIONS: BY Sole Plate Nailing• S Shear Transfer I ./me/OI GR hear 1 2 16d Common 16d Box Capaaty Per Details Shear Panel Material UBC 19970• Minimum Nailing A-35 Spacing Schedule A3/8"structural 11,C-C or C-D plywood with 8d nails 0 2 rows 0 8-o.c. 260 N/ft 24"o.c. ® ❑4 6"o.c. at edges& 12"o.c. field(Table 23-1-K-1 UBC, each now = TTP:ALL EXTERIOR H:W 3-1/2:1). Use-3x framing members at adjoining see ELEVATIONS U.OX plywood edges only. Use 3x mudsills. 3/8"structural II,C-C or C-D plywood with Bid nails O 2 rows O 6"o.c. 3B0 N/ft 16b.c. DECK J J 4"o.c. at edges& 12"o.c. field. Use 3x framing see 9 members at adjoining plywood edges only. Use 3x mudsills. nails I 4 b 9 3 ro o.c E g_ 3/8"structural II, C-C or C-D plywood with Bd ils O ws O 8" . 490 N/ft 12"o.c.p_ p_ ❑7 ❑7 E - O 3"o.c. at edges& 12"o.c. field. Use 3x framing see B W}7 W members at adjoining plywood edges only. Use 3, mudsills. ` 8 3'_ D- 0 �„ _ 4 3/8'structural I plywootl with 8d nails O 3' o.c. of 3 rows O 6'oc, 550 N/ft 8"o.c. ❑7 ❑7 {] Q s s. p, LLKj edges& 12 o.c. field. Use 3x framing members at see 28 W LL .--_ ._-__. _-__-___ ______.._—_.__ f ___. ___-__ _..__. ._.___ 1 .....___ _..__ _._-_ __ adjoining plywood edges only. Use 3x mudsills UJI __ FM BED Z 7 4xl_0 HDR ------------ 4x1m_HDR - ------�--- -- 31/IXSL'2 P9 Z �5 1/2' (15/32") Structural 1 plywood with 10d noils O 3"oc 5/8",00"lag 665 N/It S"o.c. ❑7 ❑7 J U �_- HDR I a staggered at edges& 12"o c field. Use 3x framing bolts O 16"o.c. a X 2 1 I X members at adjoining plywood edges only. Use 3x mudsills. see 28 1� I I I BYlTT 7w I UJALK-IN ` I a• 1/2"(15/32') Structural I plywood with 10d nail. 0 2"o.c. fi o N/n 6'o.a. a B V O / O 5/8"0,7"log ❑ ❑ J�F' (•-- - .1 I J r staggered al edges & 12'o.c. Reid. Use 3x framing J Z members at bolts 0 8'o.c, Q U BED i V ti O adjoining plywood edges only. Use 3x mudsills. see 2B OPT. PATIO/DECK Z II Z V M BED BE A -Sinker nails not Permitted for this application; 16d nail length must not be less than 3-1/2 inches(actual) and 20d nail length must not be less than 4 inches (actual). Sole Plate Nailing also abrv. as SPIN!PAT f O/DECK OPTION — I �` R•I / I I •OUse common noils or Galvanized Box nails at plywood shear elements to the framing; 8d nails to achieve min. 1-1/2 WALK-IN inches of penetration & 10d nails to achieve min. 1-5/8 inches of penetrobon into primary framing member. ROOF FRA"LING PLAN �`LE 4,•I-„ I 1m0siFT. STUB I � I J 1 Where doublessole plates are used provide progressive sole plate nailing of spacing indicated in each plate. 10 ) 2 Use min. A-35 spacings as indicated at entire all line and per detail at shear wall unless otherwise noted on plans. ' E n D• 3 Reconstituted wood panels (wafer board, flake board.OSB) may be substituted for plywood shear panels provided that -----� — Lj an APA-NER 108 slam 3 D appears on each sheet and equivalent thickness. nailing,and structural ratings are used. 4 Plywood shear panels shell have on exterior glue grade. WALK-IN I _---` 1 5 All plywood shear panel edges shall be blocked. 6 Shiest e wall sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface, zero tolerance. I 1 7 Boundary nails shall be placed not less than 3/8 inch in from the panel edge. ++ I I =_ _ j 11 M BED RETREAT ❑ I --` BA B provided pbelow attachment rs specified of 3"o c or closer. noting must De staggered and 3x bl g or wider should be - - - - - ---- -- - - - - -1 - —,- Ia pr 'Ik' 9 Where shear material is applied at both sides of the wall, use half the sole plate nailing spacing and double Opp 12 I I the number of A-35 anchors indicated in the schedule and use 3x min. pressure blocking at A-35 connection. U.O.N., W. IN LIN. slogger the sole plate nailing as required by the UBC. •ITT i r I 1` I 10 Where N2 or greater plywood shear material is specified at each side of a wall then panel joints shell be offset to fall I BA PEN r ` I on different froming members and use 3 x framing members at adjoining plywood edges. O 1 11 Sole plate nailing is based on the use of 3/4 inch thick plywood floor sheathing. Thicker floor sheathing requires the J O E use of longer noils which are increased in length with the incremental increase In sheathing thickness. Notify GCI / I ELOW / Associates Inc. immediately if the thickness of the floor sheathing is increased. 21 � I NOTES: MULTI-STUD BEARING(ABRV MSB) , I I 0 D-'' MSB 45 I U.O.N. use double floor joists below all parallel wells. Typical standard os alternate to solid post if noted ❑B m O I 26 13 j D- At floor levels, use solid blocking (of some equivalent Beam if at 2.SudsRETREAT OP ITION i 3 D- p_- 5 21 WALK IN I i area as post above) below trimmers and posts.supporting 4x 2 RETREAT OPTION bearing headers and beams. All posts or MSB shall 6. 4 Bx 5 ! TYP. D• \ 4 match or exceed beam width. 2,Joist 1 Per Joist ROOF FRAMING PLAN aerie.Tr,as , Par Tr,,. 4- I f4 p \4 TYPICAL ROOF,riL00R SHEATHING NOTES. ' �1 I � 21 5 3T MSB '�T ELV.B 3 r 36 MSB _ __ � j SCALE t'a^.I_m• I 1 T D DEG D ONLY D- _m. r-m• 43 ROOF LEVEL 8 Use /- ommon 2 K IN' B 28 �� D- A U I 2 aNuclurdl II C-D or C-C plywood'.ter or glue grade. ton.Panel,ride.number(24/0),with Bd e 36 TYP. OIJLY bx0 CONTI _ MSB 36 I \ D- D no is O 6'o,c -supported edges and boanmr,er o 12-o.c ,n the held.(,.blocked U ON) D _.. ^. - - _ _ _- ._ FLOOR LEVEL i 0 ` _ I 4x6 Use 3/4"Structural II.C-D HD HDR - 36 31 D• I or t-CT&e plywood exterior glue grade Min panel index number(32/16),with tOtl F _ 4x4 I' 4x4 38 f "BT common nails 0 6'o,a supported edges anal bqundane. 0 10'o.c, n the Field.(unblocked U.O.N.). p_ I (No Jght-weight concrete/No gypercte) 4 ' I I NIP AT ELV.B T 2 -2' \ 4x4 4 4 4x4 ONLY 1'e• s-m• r-e• I 3T 3b HDR HDR - HDR NOTE 43 NIP AT ELV.B , ONLY D- G- r _-__ --._._._.- _._.._._.. _ _ _. ((( I Reconsht,ted wood p,.els(waferboare nuke board and o5B)may be substituted for roal or floor sheathing B D- 8 HIP 4T ELV.B 28 HIP AT ELv.B I provided that on APR-NER10a approved stomp appeons on each sheet and equate t thickness, ailing and r p_ 43 ONLY D- ONLY structural ratings are used. Q D B TYP. 45 ( LEGEND SPECIAL DIAPHRAGM NAILING ' is jVA ^ � U Ex2. PAD BLK'G Q < D �y F, - I \-' O ALL EDGES WITH: G I -1 zx sru0 WALLG SHEAR WALL etl COMM. NAILS R-I - ROOF 6,6.12 Ci ROOF TRUSSES,ROOF RAFTERS,CEILING CAP=270 N/FT, aR' I � JOISTS, DECK JOISTS, FLOOR JOISTS 86 COMM. NAILS - ROOF £ O BEAM N PER STRUCTURAL CALCULATIONS. 0 4,4,12 '2 LC r'4T OFC lE� E N SHEAR WALL MATERIAL ('SEE SCHEDULE, SGN-I) CAP=360 N/FT, XR DAT 3.31.03 MIN- LENGTH -L"AS NOTED. (FL-FULL LENGTH) -3 - ROOF MAY 10 2001 NOTE: SEE SGN-I FOR ADDITIONAL INFO. INCLUDING LOFT I PLAN STANDARDS/DEFINITIONS&ABBREVIATIONS ' 10d COMM. NAILS F-I - FLOOR _ FRAMING NOTES. 0 636.10 P FTMMER TO PROVIDE MIN.4x4 320 N/FT. ❑1 DESIGNED WOOD TRUSSES O 24'O.C. 10d CDMM. NAILS DESIGNED H POSTS AT ALL HOLDOWNS. SEE - FLOOR TL DESIGDESIGNED WOOD MONO TRUSSES as 24'O.D. ® 4,4D F-2 ` C �R ❑2 % as I GIRDER TRUSS &�AS SHOWN ON CAP=425 N/FT. Lj O O L_ (__. _ ._. ._! r_- _-J ❑/ 12'TJI/PRO-150 FLOOR TRUSSES O 12-O.C. FOUNDATION PUNS. F-3 - FLOOR Z V 12•TJI/PRO-150 FLOOR TRUSSES O 16.O.C. W �a LOFT OPTION © 10-TJI/-PRO-15D DECK TRUSSES O 16'O.C. SLOPE TO DRAIN V4:FT. WALL NOTES: U �n ❑7 DBL TJI FLOOR TRUSS.USE SAME SIZE AS ADJ.TRUSSES Q mOn Q 2.6 STUDS DFN2 016,O.C. In u LOFT OPTION — o (2)-, /J DF1 ML W/ tea O 12'O.C.O U.EDGE A q�d, ROOF FRAMING PLAN o 2.10 D/J DFN2 a 16 D.D. 0 2x6 sruos OFN1 a 16•D.C. ¢rlxw RIP 1/4'PER FOOT TO DRAIN © 1.4 STUDS DFN2 O 16"O.C. APPROVED METAL CONNECTORS SC 3TFFAZ,��gSOCIAE DATE: 01-O-q SCALE-ua••.r-0^ SCOTT FAZEKAS&ASSOCIATES,INC. JOB NO. ALL HARDWARE BY SIMPSON STRONG TIE 2001-386 BY DATE N Br: r.JE These plans have been reviewed for adherence 1l� a ppl icaIfe codes and ordinance. Authorizat clil CONSTRUCTION NOTE hereby granted to issue a building permit p �g V4'el'-0' FLANI`� I 1 \ / /,{\ Qy `v'� `I� I 1`� I THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE UTESTpoRAWINCb I 4liCable City agencies. PLOT DATE L1I\I I \/ - 1 y 4 �O o� I I I`l �� I`l AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION INkK fQQMalft F rarllip of a 3105W T� \ M� ��lF(( J� TT I \��e../��IIT" 4�• \ g s permit has WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ERo1NEDRIWG 011ETJ[a5e plans -hall not be con.lr 15HEEi I V ,Inlafinn air If, aPPI i1T ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING D MO �i3R�SGGFN'No lc niot d 1 SCALE: La" =I'-p^ `? 70 THE ATTENTION OF BOTH OFFICES_PRIOR-TO STARTING CONSTRUCTION. I,�,- R 1�presume 1 p? is a SHEAR WALL SCHEDULE - 1997 UNIFORM BUILDING CODE REVISIONS: BY SIMPSON HOEDOWN SCHEDULE ANCHOR BOLT SPACING Sale Plate Nailing $ Shear Shear Transfer�F� G) NPAHD22 5/8" Per Details x 16" A,B. i6d Common led Box Capacity ®® ®® FOR 3x MUDSILLS Shear Panel Material UBC 1997•• 850 N/BOLT Minimum NGT q O PHD-2 SPACING CAPACITY Q A-35 Spacing Scheewe 3/8"structural II.C-C or C-D plywood with Bid nails 0 2 r ws 0 8"c.c. 260 //ft 24"o.c. CE []4 O 048" O.C. 155 N/ft 6"o.e, at edges& 12'o.c. field (Toble 23-I-K-1 UBC, each row 3 PHD-6 H:W 3-1/21). Use 3x framing members at adjoining see(2A� O48" O.C. 180 N/(t plywood edge. only. Use 3x mudsills. O PHD-8 N 3/8"structural 11, C-C or C-D plywood with Bid nails O 2 row.0 6"o.c. 380 //ft 16"o.c. n [¢� O ail" O.C. 2t0 /(t 4"o.c. of edges& 12'o.c. field. Use 3x framing see®B OHD10A OD 40" O.C. 255 N/ft / \ members at adjoining plywood edges only. Use 3x mudsills. / \ ' 3/8"structural II, C-C or C-D plywood with 8d nails 0 3 rows 0 8"o.c. 490 N/ft 12"o.c. E Q7 OE 32" O.C. 315 N/ft / \ / / 3"o.c. at edges& 12"o.c. field. Use 3a framing see B Og HD14A / \ / // ` members al adjoining plywood edges only. Use 3x mudsills. F 24" D.C. 425 N/rt __ - f aajoinst Iwo y 3 rows 0 6"oc, 550 N/It 8"o.c. Q7 Q7 O N/ / 1 \ / \\ /g. 9 1 " I plywood with 8d nails 0 3"o.o. of O H 6' O.C. 1 35 ft t 4 ed8eas structural field. Use 3x framing members of see 213 HD15 G 16" O.C. 635 (t / / plywood edges only. Use 3x mudsills. INSTALL ALL HOEDOWNS, EMBEDS, ETC. - -- - O N/ / \ © 1/2 (15/32) Structural 1 plywood with lOd nails O 3"o.c. 5/8"0x7"lag PRIOR TO FOUNDATION INSPECTION 665 A/ft 8"o.c. 1 Ir... ....._.__.._.... .._..... .. _... �... staggered of edges& 12"o.a field. Use }x framing Dolls O 16"o.a O (2)-5/8" IX A.B. 1700N \ \ members at adjoining plywood sages only. Use 3x mudsHls, see®B O (3)-5/8" jX A.B. 2550N \� A66 1/2"(15/32") Structural I plywood with IGO nails 0 2"o.c. 870 f I '� staggered at edges & 12"o.c. field. Use 3. Iroming 5/8")Ox7"log N/t 6'o.c. 08 ❑8 (L 1 (2)-3/4" 9f A.B. 2040 N I members of adjoining plywood g y Use 3x mudsills. see o.a. `J i � ad oininedges only, bolts B 8" O _ \ D (3)-3/4" jd A.B. 3060N I (._.. _H� 1 `\\ *Sinker nails not permitted for this application; 16d nail length must not be less than 3-1/2 inches (actual) and 20d noil SET ALL A.B. FOR 3x MUDSILLS --- k+/ �\ length must not be less than 4 inches (actual). Sole Plate Nailing also abrv. as SPN HDR O "' '- ••Use common nails or Galvanized Box nails at plywood shear elements to the framing; Bd nails to achieve min. 1-1/2 1. 1997 UBC TABLE 23 III B-1; NDS / _ .. .. .. .. _ . . _. _.. _ \ inches of penetration & 10d nails to achieve min. 1-5/8 inches of penetration into primary framing member. 2. EQUALLY SPACED. V progressive p nailing at spacing indicated in each plate. - - - - -- 1 Where double sole plates are used provide ro reasive Bole tote 3. ALL EXTERIOR WALLS TO SECURED WITH 5/8"{Y x 14" A.B.'S AT 48"" O.C, WITH 7" OF 2 Use min.A-35 spacings as indicated at entire wall line and per detail of shear wall unless otherwise noted on plans, EMBEDMENT INTO 1st POOP, UNLESS I ',� t 3 Reconstituted wood panels (wafer board, flake board,OSB) may be substituted for plywood shear panels provided that OTHERWISE NOTED ON PLANS. I on APA-NER 108 stomp appears on each sheet and equivalent thickness, nailing, and structural ratings are used. G�ARAr L E 4 Plywood shear panels shall have an exterior glue grade. 4. USE MIN. 2"x2"x3/16" THICK PIATE WASHERS " 4 5. ALL INTERIOR WALLS TO BE SECURED WITH HILTI >y 5 All plywood shear panel edges shall be blocked. �' 4 8 Shear wall sheathing nails or other approved sheathing connecters shall be driven flush but shall not fracture the surface, NDNI 72 SHOT PINS, OR EQUIVALENT, AT 18" U.C. Zero tolerance. UNLESS OTHERWISE NOTED ON PLANS IT 7 Boundary nails shall be placed not less than 3/8 inch in from the panel edge. O (ICBO N1290. JAN. 1995). / 8 Where SPIN or attachment is specified at 3" o.c. or closer. nailing must be staggered and 3x blk'g or wider should be 6. 3/4"Ar MAY REPLACE 5/8"0 BOLT AT 1:1 � 4x4 4x4 provided below. RATIO W/ SIMPSON ET EPDXY METHOD (ICBO N25185) - HDR - HDR - -- 9 Where shear material is applied at both sides of the wall, use half the sole plate nailing spacing and double ^ (1 7/8" CONCRETE EDGE DISTANCE AT EXTERIOR). -, the number of a-35 anchors indicated in the schedule and use 3x min pressure blocking at A-35 connection, U.O.N., 4� slogger the sole plate nailing as required by the UBC. v PAD SCHEDULE -' - ' SOIL BEARING = 1500 PSF B 10 Where N2 or greater plywood shear material is specified at each side of a wall then panel joints shall be offset to fall r, on different framing members and use 3 x framing members at adjoining plywood edges, PAD d Pm t fREINF PAD N SIZE I DEPTH 2 (KIPS) THICKNESS 1I Sole plate nailing is based on the use of 3/4 inch thick plywood floor sheathing. Thicker floor sheathing requires the) use of longer nails which arc increased in length with the incremental increase in sheathing thickness. Notify GCI 24"x24" 18" 48 K 12" Associates Inc. immediately if the thickness of the floor sheathing is increased. UJ 30"r30" 18" 7.5 K 12" 4 NOTES: MULTI-STVD BEARING(ABRV.M5B) I �I61 0s..� e� r 4� i IU.O.N. use double/loos joists below all pgrollel walls. Typical nonas anarnote to Sofia Dost a noted36"x36" 18" 10.8 K 12^." 4 N IIM® I�\J I- ICJ I��I At floor levels, use solid blocking rs some equivalent Be--Beo 1 0l 2+studs E/W _ area as post above)below trimmers and posh, supporting 4+ 2 ❑p 42"x42" 18" bearing 14.7 K 12" (4)-N4 SCALE: 1/4'' _ -�J' rs e. 6 heade and beams. All posts or MSB shall E/yV match or exceed boom width. 2x Joist 1 Per Joist I Series Truss 1 Per Truss FE 48"X48" 18" 19.2 K 12' (4)-N5 TYPICAL ROOF/FLDOR SHEATHING NOTES E/W ROOF LEVEL 1 All pads are square U.O.N Use 1/2'structural II,C-D or C-C plywood exterior glue grade Min.Panel index number(2./0).with 8d common 2 Depth from lowest adjacent grade nails 0 6"- -supported edges and boundaries:0 12".c.in the fi.ld.(unblocked OO,N) 3 Steel not required when t> S/2 FLOOR LEVEL where t = edge of square pod. Use 3/4'Structural II.C-D or C-CT&G plywood exterior glue grade. Min panel Inds.number(32/16),with 10d 4 Conditions on plan may require common nails a 6"o.c. -supported edges and boundaries.O 10"ot. In the lieltl. (unblocked U.O.N.). FOUNDATION/SLAB NOTES: additional depth. (NO light-weight con-le/No gyperete) 1. USE TYP, 12" WIDE x 18" DEEP CONTIN. FOOTING O ALL INTR. & ALL EXTR. BR'G WALLS & SHEAR NOTE WALLS U.O.N. USE (1)-N4 TOP AND (1)-N4 BOT. THROUGHOUT CONT. FOOTINGS. REINFORCING Reconstituted wood panels(waferboord,flake board and OSB)may be substituted for roof or floor sheathing BARS CALLED OUT ON PLANS ARE IN ADDITION TO THESE N4 BARS prwidee tho!an APR-NER108 approved stomp appears an soeh sheet and equivalent thickness,nailing and structural ratings ore used 2. USE gp 1 �pFp FOR INSTALLATION SPECIAL DIAPHRAGM-NAILING ES TION OF SIMPSON PAHD & HPAHD SERIES HOEDOWNS. O "X" 'd AREA USE 2s PAD BLK'GI 7 2. STUD WALL O ALL EDGES WITH: G 6Ek 3. USE SD FOR INSTALLATION OF SIMPSON HD HOLDOWNS, \G IS,11 t d'Oa'.`-`x2 9 a'-0 x3-0 r-F� SHEAR WALLCONC ® 6,6MM. NAILS R-1 - ROOF Gw 4. USE SD FOR ALL REINFORCED PADS, U.O.N. 5'CC 1 1 2 G 2 a��D ROOF TRUSSES, ROOF RAFTERS,CEILING CAP=270 N/FT. f �! JOISTS, DECK JOISTS, FLOOR JOISTS 8d COMM, NAILS /Itz-2Y - ROOF j'4 'QF D 5. REFER TO SOILS REPORT FOR MORE INFORMATION NOT SHOWN. _._ ® BEAM / PER STRUCTURAL CALCULATIONS. O 4-360 _....._....,_._.._._._._. ,A - CAP.360 //FL „ ,, _ _ . ........_...... fF -11-- -1 EXP.DA E 3.31.0 6. "-� INDICATES BAR CUT OFF AND IF A LARGER FOOTING WAS SPECIFIED r--------------------.T IB LJ C� SHEAR WALL MATERIAL(SEE SCHEDULE, SGN-1) THEN RETURN TO FOOTING PER NOTE N1 ABOVE - 12" BEYOND BAR CUT OFF. I D- MIN. LENGTH "C'AS NOTED. (FL-FULL LENGTH) .3 - ROOF MAY 1 0 2001 I• NOTE: SEE SGN-1 FOR ADDITIONAL INFO, INCLUDING I ADDITIONAL D- I SWI60-44I0 PLAN STANDARDS/DEFINITIONS&ABBREVIATIONS 7. CONCRETE STRENGTH Vc-2,000 psi MIN - IN THE EVENT SULFATE RESISTANT CEMENT I ,21--4 TOP I IS REQUIRED BY THE PROJECT SOILS ENGINEER, A TESTING LAB, OR THE BUILDING OFFICIAL, THEN m I /7)-•4 BOTTOM I 10d COMM. NAILS F-I - FLOOR .o SUCH A SPECIAL MIX DESIGN WILL DICTATE HIGHER COMPRESSIVE STRENGTHS. (MIN. CC - 4500 psi) I I Q1 FRAMING NOTES: P�320 N/FT k• w o 1 GsAR,4 E 2 1 FRAMER TO PROVIDE MIN.4x4 $ 8. USE 4 INCH NOMINAL (319 INCH ACTUAL) CONCRETE SLAB ON GRADE REINFORCED WITH 6x6 / i p1 DESIGNED WOOD TRUSSES a 24"O.C. 1Od COMM. NAILS F.g - FLOOR •� n 1.rB'.s- I POSTS AT ALL NOIDOWNS. SEE O 4,4,10 ,., N c Nr III x W1.4 WELDED WIRE MESH (WWM) PLACED AT MID-DEPTH. PLACE THE SLAB OVER 2 s S�CF'E I �2 DESIGNED WOOD MONO TRUSSES O 24'O.C. 1 7 GAP=a25 N/FT. INCHES OF SAND OVER 10 MIL VISOUEEN OVER 2 INCHES OF SAND. COMPACT AND PRESATURATE 1g I I GIRDER TRUSS ®&®AS-S.OWN ON AS PER THE SOILS ENGINEER'S SPECIFICATIONS. 12'Till/PRO-150 FLOOR TRUSSES a 12.O.C. FOUNDATION PLANS. F-3 - FLOOR � U big 9, VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS, I ------ I IB ❑s 12'TJI/PRO-150 FLOOR TRUSSES O 16-O.C. L-------------- a 10. ALL HOLDOWNS, EMBEDS, ETC. MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION D- © 10'TJI PRO-150 DECK TRUSSES 0-16'D.C. i / _...._....... .._._.,. „ ...._._..- gUJl&xl-4HD SLOPE TO DRAIN 1'4:Fr. WALL NOTES: U Ir DIMENSIONS TO HDs FOR HPA's TO < OF STRAPS; TO HD OR MTT TO-< OF EMBED BOLT. " , ., 1 ❑7 DBL TA FLOOR TRUSS,USE SAME SIZE AS ADJ.TRUSSES A 2x6 STUDS DF/2 O 16.O.C. V] ;1 11. REINFORCING BARS SPECIFIED ON THIS PLAN ARE IN ADDITION TO BARS SPECIFIED AT -'-'� �' - ✓ © (2)-I 3/4.12 ML w/led a 12'D.C.a EA.EDGE rn 0 AT NOTE 1. ABOVE. 1 1 QB 2xe STUDS DF/I1 a 1e•O.C. a�,za 2x10 D/J OF/2 a 18'O.C. APPIFOV 12. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON HIS OWN VOLITION E RIP 1/4-PER FOOT TO DRAIN © 3PO�H@itRFiA21 �UADRrE WITHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT HIS OWN EXPENSE METAL CONNECTORS Sff T366A4lRMS///`S)B T6'I&DES,INC. DATE: 0I-12-01 FROM THE PROJECT SOILS ENGINEER FOR FOUNDATION PLAN AND DETAILS. CONTRACTOR ALL HARDWARE BY SIMPSON STRONG TIE BY DATE JOB NO. 2001-386 These plans have been reviewed for adherence 1 DRAWN BY: SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER. appli able codes and ordinance. Authorization�- Cie Y granted to issue a la drug permit pe rd CONSTRUCTION NOTE approval by all applicable City agencies. ALE CONSTRUCTION NOTE '� V4•.I'-O' THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LATEST DRAWING REVISIONS 444..�� }�•� THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LA e AR r1FLla59fN4Franling of a permit base 0T DATE AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION MADE FROM DRAWINGS }�� I 1 I \/w {�'� _ O U1�1 D T f 01� �1__. N AND ASSUMES NO RESPONSIBILITr FOR CONTRACT BIDS OR PROJECT CONSTRUCTIOfN�j �1a �Sn)a^s shall not be construe 2/40/OI WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERING CHECK. FLAN�l I Jam. Y i-/ WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURREN11NOINEERING,0fGKe in an No Violation io of the applec HEET prp.11me.d to ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING-DRAWINGS MUST BE al'� ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING dAAW"1kvl75T°8E BR006HEanccl lha pronsions of I,h SCALE: I/�" 0" TO THE ATTENTION OF-BOTH OFFICES PRIOR TO STARTING-CONSTRUCTION. MA R 3l/ 2u01 S1 4 BROUGHT TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. SHEAR WALL SCHEDULE - 1997 UNIFORM BUILDING CODE REVISIONS: BY , SIMPSON O DOWN SCHEDULE Shear ANCHOR BOLT SPACING Sole Plate Nailing • shear Tmnl 1 2 H OR(FOR 3x MUDSILLS 16"A.B. t6d Common 16tl Box Capacity Per Details HPAHD22 5/8" Shear Panel Material UBC 1997•• O 850 #/BOLT -1 _ - Minimum Nailing p PHD-2 SPACING CAPACITY Cl 0F A 24" Spacing Schedule 3/8"structural II,C-C or C-D plywood with 8d nails O 2 rows O 8"o.c. 260 ///t 24"o.c. Q ❑4 6"o.c. at edges& 12"o.c. field (Table 23-1-K-1 UBC, each ow PHD-6 O O 48" O.C. 155 #/it -1 - H:W 3-1/2:1). Use 3x framing members at adjoining see 3 OB 48" O.C. 180 #/it \, _ plywood edges only. Use 3x mudsills. j �\ 3/8"structural II, C-C or C-D plywood with Bd nails O 2 rows O 6"o.c. 380 #/ft O PHD-B # O 48" O.C. 210 /R m o.c.at edges ni 12"O.C. field. Use . framing see®B members of adjoining plywood edges only. Use 3, mudsills. Q HD10A O 40" O.C. 255 #/ft 3 3/8"structural if,C-C or C-D plywood with 8d nails O I � PY 3 rows O 8" o.c. 490 #/1t 12'o.c. ❑7 ❑7 3"o.c.at edges& 12"o.c. field. Use 3x framing see B OOE 32" O.C. 315 {�/fl NOO ! -_ i members at adjoining plywood edges only. Use 3x mudsills. 5 HD14A 11y� - OF 24" O.C. 425 #/il - -- -1--1- --- --- - 3/8"structural I plywood with 8d nails O 3"o.c.at 3 rows O 6"oc, 550 #/it 8"o.c. a7 Q7 Oj HD15 �__ edges& 12"o.c.field. Use 3x framing members at see 28 ai I -.. ._ _._..___ _.-.-_.. G 16" O.C. 635 #/it i i adjoining plywood edges only. Use 3x mudsills. INSTALL ALL HOLDOWNS, EMBEDS, ETC. I I I , 1/2"(15/32") Structural I plywood with 10d nails O 3"o.c. 5/8"0x7" lag 665 #/it 8"o.c. Q7 O7 H 8" O.C. 1275 #/ft PRIOR TO FOUNDATION INSPECTION I_+_ --� p/�/ i staggered at edges& 12"o.c. field. Use 3x framing bolts O t6"os. JO (2)-5/8" 9f A.B. 1700# I GAR^�•' I ) members of adjoining plywood edges only. Use 3z I mudsills. see O (3)-5/8" rff A.B. 2550# _ --- - I - --- � ---- _ - 1/2"(15/32")Structural I plywood with iDd nails O 2"o.c. 5/8"0x7"lag 870 #/it 6"o.c. ❑8 Q8 \ staggered at edges &_12"o.c. field. Use 3x framing Dolts O 8"o.c. 01 r9f A.B. 2040 # I I members at adjoining plywood edges only. Use 3x mudsills. (2)-3/4" I I I see O (3)-3/4"f8 A.B. 3060# 1 I i •Sinker nails not permitted for this application; 16d nail length must not be less than 3_1/2 inches (actual) and 20d nail SET ALL A.B. FOR 3z MUDSILLS I ! length must not be less than 4 inches(actual). Sole Plate Nailing also obrv. as SPN --Use common nails or Galvanized Box nails at plywood shear elements to the framing; Bd nails to achieve min. 1-1/2 inches of penetration& IOd nails to achieve min. 1-5/8 inches of penetration into primary framing member. 1. 1997 UBC TABLE 23 III 8-1; NDS 2. EQUALLY SPACED. t I 0 Where double sole plates are used proVide progressive sole plate nailing of spacing indicated in each plate. 3. ALL EXTERIOR WALLS TO BE SECURED WITH - -�' 2 Use min. A-35 spacings as indicated at entire well line and per detail of shear wall unless otherwise noted on plans. 5/8"0 x 14"A.B.'S AT 48" O.C. WITH 7" OF --- --� - - 3 Reconstituted wood panels (wofer board,flake board. OSB) may be substituted for plywood shear panels provided that EMBEDMENT INTO 1st POUR, UNLESS an APA-NER 108 stamp appears on each sheet and equivalent thickness, nailing,and structural ratings are used. OTHERWISE NOTED ON PLANS. 1 4 Plywood shear panels shall hove an exterior glue grade. 4. USE MIN. 2"z2"x3 16"THICK PLATE WASHERS /� 5 All plywood shear panel edges shall be blocked. L,.: 5. ALL INTERIOR WALLS TO BE SECURED WITH HILTI ARAC-E 2 6 Shear wall sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface, #ONI 72 SHOT PINS, OR EQUIVALENT, AT 18" O.C. I zero tolerance. 7 Boundary nails shall be placed not less than 3/8 inch in from the panel edge. O UNLESS OTHERWISE NOTED ON PLANS I 8 Where SPN or attachment is specified of 3"o.c. or closer, nailing must be staggered and 3, bik'g or wider should be (ICBO #1290, JAN. 1995). 6. 3/4',0' MAY REPLACE 5/8",0'BOLT AT 1:1 I provided bebw s 9 Where shear material is applied at both sides of the wall, use hoe the sole plate nailing spacing and double RATIO w/ SIMPSON ET EPDXY METHOD (ICBO #25185) (1 7/8" CONCRETE EDGE DISTANCE AT EXTERIOR). _______ �_ the number of A-35 anchors indicated in the schedule and use 3x min pressure blocking at A-35 connection. U.O.N., J ( - I _� stagger the sole plate w as required by the UDC. PAD SCHEDULE L1 SOIL BEARING = 1500 PSF i � 10 Where #2 or greater plywood ood shear material is specified at each side of a wall then panel joints shall be offset to fall Q - on different framing members and use 3 x framing members at adjoining plywood edges PAD d Pm t As 11 Sole plate nailing is based on the use of 3/4 inch thick plywood floor sheathing. Thicker floor sheathing requires the PAD # SIZE 1 DEPTH 2 (KIPS) THICKNESS REINF use of longer nails which ore increased in length with the incremental increase In sheathing thickness. Notify GCI (E/W) Associates Inc. immediately if the Mickness or the floor sheathing is increased. ❑A 24"x24" 18" 49 K 12" ,{ lUJ a 30"x30" 18" 7.5 Y. 12" (2E,/W FLAN L AN I ELEV. L E\ /• E) F L O O F F F /\ Y IN I e FLAN L A 1� I NOTES: MULTI-STUD STUD BEARING(ABRJ post E,/W ITw�/ Y 7J-�T I I I\♦I I\\I U.Q-N. use double floor joists below all parallel walls. Typical standard a anernote to said post if noted 36"x36" 18" 10.8 K 12" 13)-#4 At floor levels, use solid blocking (of some equivalent Bea_ Lor 2.Studs E/w SCALE: I/4" =I'-m" area as post above) below trimmers and posts. supporting 4x 2 Dearing headers and beams. All posts or MSB shall 6z 4 ❑p (4)/W4 5 42"x42" 18" 14.7 K 12" E match or exceed beam width. 2z Joist t Per Joist I Series Truss , Per Truss 48"X48" 18" 19.2 K 12" (4)-#5 TYPICAL ROOF/FLOOR SHEATHING NOTES: E/W Lr -' ROOF LEVEL 1 All pods are square U.O.N. O C- Use 1/2"structuml II.C-D or C-C ptywood exterior glue grade Min.Pones rode.number(24/0).with Bd common 2 Depth from lowest adjacent grode nails O 6'oc.-supported edges and boundorles:O 12"o.c.in no field.(unblocked LON.). 3 Steel not required when t> S/2 FLOOR LEVEL where t = edge of square pad. Use 3/4-Structural II,C-D or C-CT&G plywood exterior glue grade. Min panel index number(32/16).with 10d 4 Conditions on pion may require common nails O 6"o.c. -supported edges and boundaries:O 10"o.c. In the field. (unblocked U.O.N.). FOUNDATION/SLAB NOTES: additional depth. (No light-weight concrete/No gyperete) NOTE 1. USE TYP. 12" WIDE x 18" DEEP CONTIN. FOOTING O ALL INTR. & ALL EXTR. BR'G WALLS & SHEAR R«onsNwtea woos panels(naferboard.flake bourn and ose)may be.abebwted for roof or floor sheathing WALLS U.O.N. USE (1)-#4 TOP AND (1)-#4 BOT. THROUGHOUT CONT. FOOTINGS. REINFORCING provided that on APR-NER106 approved stomp appears on each sheet and equivalent thickness,nailing and 1 BARS CALLED OUT ON PLANS ARE IN ADDITION TO THESE #4 BARS NOOK sbuaurol ratings ore uses. �pFE SIONgI 1 LEGEND SPECIAL DIAPHRAGM NAILING Q F,pc 2, USE SD FOR INSTALLATION OF SIMPSON PAHD & HPAHD_SERIES HOLDOWNS. G4-:I�. - _ _- --- ------ O "X" 'd AREA (t, 7cR:p. A USE 2x PAD BLK'G 7 v /� /'\ 1 r--- � 2x STUD WALL O ALL EDGES WITH: O�ts'I( A 3. USE SD FOR INSTALLATION OF SIMPSON HD HOLDOWNS. C.-Y_ AL - GA�,+--iG� -- 8d COMM. NAILS R-1 - ROOF OO„R-"'"R✓'I �I - � SHEAR WALL 9 u O 6.6,12kkkk 4. USE_ SD FOR ALL REINFORCED PADS, U.ON. ROOF TRUSSES, ROOF RAFTERS, CEILING CAP`270 #/FT. �lAff6P EE ID JOISTS, DECK JOISTS, FLOOR JOISTS Btl COMM. NAILS 2 - ROOF 5. REFER TO SOILS REPORT FOR MORE INFORMATION NOT SHOWN. BEAM #PER STRUCTURAL CALCULATIONS, CAP=360 #/FT.4 XR DATg3-31.03 360 ' At Oz'-"Re I SHEAR WALL MATERIAL(SEE SCHEDULE, SGN-I) MAY 10 2001 6, INDICATES BAR CUT OFF AND IF A LARGER FOOTING WAS SPECIFIED <'-c-3-C MIN. LENGTH "L"AS NOTED. (FL=FULL LENGTH) - ROOF 5: THEN RETURN TO FOOTING PER NOTE 1 ABOVE 12" BEYOND BAR CUT OFF. NOTE: SEE SGN-1 FOR ADDITIONAL INFO. INCLUDING # - ' STOCK PLAN STANDARDS/DEFINITIONS&ABBREVIATIONS 7. CONCRETE STRENGTH f'c=2.000 psi MIN. - IN THE EVENT SULFATE RESISTANT CEMENT ___ _____ r--I 10d COMM. NAILS F-I - FLOOR IS REQUIRED BY THE PROJECT SOILS ENGINEER, A TESTING LAB, OR THE BUILDING OFFICIAL, THEN --" -- - -- 1 0 O 6.6.10 Jd q SUCH A SPECIAL MIX DESIGN WILL DICTATE HIGHER COMPRESSIVE STRENGTHS, (MIN. f'c = 4500 psi) FRAMING NOTES: :JnT✓R. CAP=320 #/FT. .�+ 8. USE 4 INCH NOMINAL (3 Vv INCH ACTUAL) CONCRETE SLAB ON GRADE REINFORCED WITH 6x6 % FRAMER-TO L HOLE MIN-4x4 ❑i DESIGNED WOOD TRUSSES O 24"O.C. 10d COMM. NAILS P_2 - FLOOR P0515 AT ALL HOEDOWNS. SEE r.. W1.4 A W1.4 WELDED WIRE MESH (WWM) PLACED AT MID-DEPTH. PLACE THE SLAB OVER 2 - - O P= 10 .... nT N I ❑2 DESIGNED WOOD MONO i7tU55E5 O 24'O.C. /�--l� m•p o0 Fw:.�&a AS SHOWN ON CAP=425 #/FT. U es INCHES OF SAND OVER 10 MIL VISOUEEN OVER 2 INCHES OF SAND. COMPACT AND PP.ESATURATE Q GIRDER rn1155 "'VVVVOeeS," A Z b"'" O 12"TJI/PRO-,50 FLOOR TRUSSES O 12.O.C. FOUNDATION PLANS. F-3 - FLOOR- A$ PER THE SOILS ENGINEER'S SPECIFICATIONS. /� ��)) Try�U,N - -- G A R AG E 4 0 12'TJI/PRO-150 FLOOR TRUSSES O ,6"D.C. 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. :3' B,.C=E [rl 10. ALL HOLDOWNS, EMBEDS, ETC. MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION TO-TJl/PRO-150 DECK TRUSSES O 16'O.C. DIMENSIONS TO HDs: FOR HPA's TO < OF STRAPS; TO HD OR MTT TO < OF EMBED'D BOLT. SLOPE TO DRAIN US Fr. WALL NOTES: O min �7 DBL TJI BOOR iR1155.USE SAME SIZE AS ADJ.TRUSSES ❑A 2.6 STUDS DF/2 O 16'O.C. Ln g it. REINFORCING BARS SPECIFIED ON THIS PLAN ARE IN ADDITION TO BARS SPECIFIED AT m © (2)-, 3/4x12 ML W/,�•tY 0-C.O EA EDGE rim AT NOTE 1. ABOVE. 2x6 STUDS DF/1 s 18"O.C. d ❑9 RIP 1 4-PER O 1To D.C. © 3x4 STUDS DF/2 O 76'O.C. Ap 12. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON HIS OWN VOLITION ` - _ ,BP,/4•PER roar TD DRNN QX __.. _ -._. 3z6 STUDS MA2PLR1b1F11uVUANCE DATE: OI-12-01 WFTHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT HIS OWN EXPENSE �, ,�; L-j METAL_CONNECTORS 6COTT FAZEKAS&ASSOCIATES I Nri 201DI-586 FROM THE PROJECT SOILS ENGINEER FOR FOUNDATION PLAN AND DETAILS- CONTRACTOR ALL HARDWARE BY SIMPSON STRONG TIE SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER. BY OATS DRAWN Br: These plans have been reviewed for adh CR applicable codes and ordinance. Au, ERA4fan is CONSTRUCTION NOTE CONSTRUC;OOM NOTE in granted to issue a building pe rt endin Iy4"el'-D" THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LATEST DRAWING REVISIONS apprOVaf byy all applicable City agencies. THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LATEST DRAWING RMSIONS PLOT DATE 2l16A91 AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION MADE FROM DRAWINGS J� I I wt} I`� I e��./ AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION MADE FRDMeDRW,,t61hee or granting of a perm t WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERING CHECK, FL /\N I ELEV. L E\ . E FOUNDATION O f `N D A I I O \I FLAN WHICH C NOT REFLECT BUILDING DEPARTMENT LANDCORRE STRUCTURAL AND A CONCURRENT ENCINEERIR011C'RLRR1.of 1hPsr, plans shall not f t nSMFjFtTd to J� )C 11✓� VF j Iiiw�� ♦♦♦ ANY pSCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURA ENGINEERING DRAWNGS t'' av r any violation of Ih a ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE FkST'.�e"�`PU1kR;nvn pp1 I TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. �Rn No prrm,t pfnsls ,S� �_C BROUGHT TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. $GALE: 1/4" =P-m" �/ 4� � v J REVISIONS: BY CASE I CASE IQ SIMPSON HOEDOWN SCHEDULE ANCHOR BOLT SPACING FOUNDATION NOTES SHOWN ARE FOR LOTS 46, 50-54, 59-63, 68-90, 93-98, LOTS 43. 44. 47-49, 55-58, 65, 66, 108. 109, 111-113. 116-120, 127-133, 102-106, 122-125 AND 160-164. SOILS ENGINEER TO FIELD VERIFY. 135-140, 142-154 AND 156-159. USE A STIFFENED (RIBBED) POST TENSIONED O HPAHD22 5/8" x 16" A.B. FOUNDATION SYSTEM. FOR 3x MUDSILLS CASE H SEE SOILS REPORT FOR INFORMATION INCLUDING BUT NOT LIMITED TO, 850 VEIOLT SPACING CAPACITY AT LOTS 45, 64. 67, 91. 92, 99, 100. 101, 107, 110. 114. 115, 121, 126, 134. 141. 155 COMPACTION, PRESATURATION, ETC.. O PHD-2 THE FOLLOWING AMENDMENTS SHALL APPLY: PROVIDE SPECIAL INFORMATION PER GEO SOILS TO HOMEOWNERS INTERESTED IN INSTALLING 1) SAME AS CASE I EXCEPT INCREASE THE DEPTH OF ALL FOOTINGS TO 18". SWIMMING POOLS, SPAS OR OTHER STRUCTURES. O PHD-6 O 48" O.C. 155 N/ft USE (2)-N4 BARS TOP b. (2)-N4 BAPS BOTTOM THROUGHOUT AT ALL CONTINUOUS FOOTINGS. REFER TO THES PLANS FOR ADDITIONAL CRITERIA, 2) SAME AS CASE I EXCEPT INCREASE MESH TO No.6xNo.6xW2.9x2.9 OR N3 BARS ® 18" O.C. 48" O.C. 180 /ft C C 0. EACH WAY AT MID-DEPTH. O PHD-8 O 48" O.C. 210 N/ft r r 13) A POST TENSIONED SLAB FOUNDATION SYSTEM MAY BE USED. I9 I I Ig O HD10A OD 40" O.C. 255 N/ft __5 '�-ae O Y 'Y 8 Hp14q 32" O.C. 315 N/ft I I I I O 24" O,C. 425 N/ft CUT ADDITIONAL i O HD15 G 16" O.C. 635 N/ft •4 BARS 3'-6"X5_0" INSTALL ALL HOEDOWNS, EMBEDS, ETC. O 8" O.C. 1275 N/ft CONC.5TO0= PRIOR TO FOUNDATION INSPECTION I I G H -_..OUT ADDITIONAL O (2)-5/8" g A.B. 1700N I I 4 j 4 4 �i 4 BARE O (3)-5/8" P'A.B. 2550N I O (2)-3/4" P'A.B. 2040 M -_... ._ ._.. r CUT ADDITIONAL I ."ram________________1 O ----- ------------------ - __ I i` (3)-3/4" P'A.B. 3060N 4 0•4 BARS, - ADDIT.BAR(21-•4 TOP I I i SET ALL A.B. FOR 3x MUDSILLS 4(2)-•4 BOTT. 1. 1997 USC TABLE 23 III B-1; NDS I I I I 2. EOUALLY SPACED. I 2 I ( I I 3. ALL EXTERIOR WALLS TO BE SECURED WITH OPT. P�T10/D�C1C - I I 1 I I 5/8 x 14" A.B.'S AT 48" O.C. WITH 7" OF 3 TYP. I 1 6 6 .-1 I EMBEDMENT INTO 1st POUR, UNLESS FOUND�ITION PLAN I D I D I I I OTHERWISE NOTED ON PLANS. - I 1 1 4 r I I 4. USE MIN. 2"x2"x3/16" THICK PLATE WASHERS SCALE: 1/4"•I'-0" I ADDIT.BAR[U••d TOP I I I I I 5. ALL INTERIOR WALLS TO BE SECURED WITH HILTI I 4(0-•4 BOTT. NDNI 72 SHOT PINS, OR EQUIVALENT, AT 18" O.C. I I i I L i UNLESS OTHERWISE NOTED ON PLANS - O P I L O J I (ICBO N1290, JAN. 1995). - Ty F., 6. 3/4"0 MAY REPLACE 5/8"0BOLT AT 1:1 RATIO w/ SIMPSON ET EPDXY METHOD (ICBO N25185) I I I I I (1 7/8" CONCRETE EDGE DISTANCE AT EXTERIOR). ---rFir PAD SCHEDULE _ y _ _. . SOIL BEARING = 1500 PSFL. 2 6 PAD d pmt qy PAD N SIZE 1 DEPTH 2 (KIPS) THICKNESS REINF 12 I( I (E/W�I I 1 1 D Pr 4UBARDITIONAL- ._ ..... A I ---- ---- PTGF FL R.FRAME I I I I � 24"x24" 18" 4.8 K 12" 51 CTNER5 I I I B 30"x3O" 18" 7.5 K 12" (2)-N4 W Li E/W `J 36",,36" 18" 10.8 K 12" (3)-N4 I I I I r__J ( rJ __ I I I ADDIT.3C.+•-4/TOP ( I E/W (31-•4 BOTT, I p. �D 42"x42" 18" 14.7 K 2" E/W 1 I ....CUT ADDITIONAL 4 BARS i i 4 D6 i I •� O 48"X48" 18" 19.2 K 12"' (4)-N5 E/W B I I I I G © / _ I I UT ADDITIONAL 1 All pods are square U.O.N. 1 ..- - -----r--- Z--- � a-----I)- -- 04--- BAR$ 2 Depth from lowest adjacent grade - I r______L, r______ _______ 3 Steel not required when t> 5/2 where t = edge of square pod. I I LJ I I I I 4 2 I 4 4 Conditions on plan may require �,P 3 12 I _ I I ( 12 I I _2 2 D- I E FOUNDATION/SLAB NOTES: additional depth. CUT ADDITIONAL LJ - L _-_ -_____ ______ _ •4 BARS 1. USE iYP. 12" WIDE z 12" DEEP CONTIN. FOOTING ® ALL INTR. ,1r-ALL EXTR. BR'G WALLS & SHEAR 1 I `• (AT OAT.DR,, ' 3'-0 x5'-01 WALLS U.O.N. USE (1)-N4 TOP AND (1)-N4 BOT. THROUGHOUT CONT. FOOTINGS. REINFORCING 1 I GONG 5TOOP I I i -N[OF GJRB AT OPT DOOR I 5 oPe PD xc� I G CUT A-OPT.DR BARS CALLED OUT ON PLANS ARE IN ADDITION TO THESE Na BARS. I 1. 2 TYP, I _ - I G I Q�pfESSIOpq�F D•I it ( -------- T J li 2. USE $p FOR INSTALLATION OF SIMPSON PAHD & HPAHD SERIES HOEDOWNS. LAB L_____ 5 - -. D• -. I ADDIT.(2)-%TOP ADDIT.<21-%TOP 7 4[21-%50TT. 4�2/-%BOTT. I '' 3. USE $�Dj FOR INSTALLATION OF SIMPSON HD HOLDOWNS. � 11 x I I ^ b2'0211 a Sim. I ( _9� \� ' v 5 5 4. USE SD/ FOR ALL REINFORCED PADS, U.O.N. D ,AT F �YF F i Ix i v I D-1 t. I 5. REFER TO SOILS REPORT FOR MORE INFORMATION NOT SHOWN. 5 F I . 6. 1" INDICATES BAR CUT OFF AND IF A LARGER FOOTING WAS SPECIFIED P.DATE 3-31-03 r I 12 r� I THEN RETURN TO FOOTING PER NOTE N1 ABOVE - 12" BEYOND BAR CUT OFF. MAY 10 2001 CUT ADDITIONAL-- _ I I 1 I %BARS L 1 D" J i 7. CONCRETE STRENGTH f'd=2,000 psi MIN. - IN THE EVENT SULFATE RESISTANT CEMENT OFF I CE OPT. IS REQUIRED BY THE PROJECT SOILS ENGINEER, A TESTING LAB, OR THE BUILDING OFFICIAL, THEN SOUND�1T I ON FLAN -L-----=---- CUT ADDITIONAL •4 BARS 0 SUCH A SPECIAL MIX DESIGN WILL DICTATE HIGHER COMPRESSIVE STRENGTHS. (MIN. f'c = 4500 psi) 1° J t I 8. USE 4 INCH NOMINAL (3'-'4 INCH ACTUAL) CONCRETE SLAB ON GRADE REINFORCED WITH 6x6 SCALE: '.'a" •I-O' CUT ADDITIONAL I w, y a r %DARS WIA x W1.4 WELDED WIRE MESH (WWM) PLACED AT MID-DEPTH. PLACE THE SLAB OVER 2 n. n� INCHES OF SAND OVER 10 MIL VISOUEEN OVER 2 INCHES OF SAND. COMPACT AND PRESATURATE Z ew a1 U 6 AS PER THE SOILS ENGINEER'S SPECIFICATIONS. $IMP.&LIlil 414D 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. m,o $IMP.5WI6xD-4HD - 10. ALL HOLDOWNS, EMBEDS, ETC. MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION .FQ.., xm.. t DIMENSIONS TO HDs: FOR HPA's TO < OF STRAPS; TO HD OR MTT TO < OF EMBED'D BOLT.APPROVED G m�g m 11. REINFORCING BARS SPECIFIED ON THIS PLAN ARE IN ADDITION TO BARS SPECIFIED AT FOR PERMIT ISSUAN rn wew AT NOTE 1. ABOVE. SCOTT rAZEKAS&ASSOCIA E S,INC �i� 12. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON HIS OWF�T{1N/OLITION "lie b Dor DATE: 01/1210I B $RIP.SlU22x�-4 SIMP.9U122x1-4 1$ WITHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT HIS 040 des been reviewed for D- D- p e codes and ordinance. r a bu building e FROM THE PROJECT SC11L5 ENGINEER FOR FOUNDATION PLAN AND DETAepelehlCa�®�NvP�LtA0Tgl2 issue a building on iS00t-3p6 SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCTURAL L�JG�NELE(.all applicable City agencies DRAWN Br jL The Issuance or C.R CONSTRUCTION NOTE approval of these. plane granting not py C Bsad on \/ permitupd tpl/4"•I'-O" ONX FLAN 2 E L E 7( . A C FOUNDATION f=L AN AND ASSUMES NOTHE ENGINEER- RESPONSIBUMEIS ILITY FOR CONILITY TRACT BIDS C BASED PONtt§L'CTION�MAD'E ffZOM;'DomiREVISI�1"�',' ATE 2A6/OI WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERING CHECK. SHEET SCALE: 114" =I'-m" ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BEn BROUGHT TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. 3 0 2001 S2 1 REVISIONS: BY CASE I CASE III FOUNDATION NOTES SHOWN ARE FOR LOTS 46, 50-54, 59-63, 68-90, 93-98, LOTS 43. 44. 47-49, 55-58, 65. 66. 108, 109. 111-113. 116-120, 127-133. 102-106, 122-125 AND 160-164. SOILS ENGINEER TO FIELD VERIFY. 135-140, 142-154 AND 156-159. USE A STIFFENED (RIBBED) POST TENSIONED FOUNDATION SYSTEM. ANCHOR BOLT SPACING CASE R SEE SOILS REPORT FOR INFORMATION INCLUDING BUT NOT LIMITED TO, SIMPSON HOLDOWN SCHEDULE AT LOTS 45, 64. 67, 91. 92, 99, 100, 101, 107, 110. 114, 115, 121, 126, 134, 141, 155 COMPACTION, PRESATURATION, ETC.. 5/8"0 x 12" A.B. THE FOLLOWING AMENDMENTS SHALL APPLY: PROVIDE SPECIAL INFORMATION PER GEO SOILS TO HOMEOWNERS INTERESTED IN INSTALLING FOR 3x MUDSILLS 1) SAME AS CASE I EXCEPT INCREASE THE DEPTH OF ALL FOOTINGS TO 18". SWIMMING POOLS, SPAS OR OTHER STRUCTURES. O HPAHD22 O H010A 850 #/BOLT SPACING CAPACITY USE (2)-#4 BARS TOP & (2)-#4 BARS BOTTOM THROUGHOUT AT ALL CONTINUOUS FOOTINGS. REFER TO THES PLANS FOR ADDITIONAL CRITERIA. SK 3K 2) SAME AS CASE I EXCEPT INCREASE MESH TO N0.6xNo.6xW2.9x2.9 OR #3 BARS 0 18" O.C. AD BY PAD BY EACH WAY AT MID-DEPTH. O FPHD-2 ALT. HDSA 6 HD14A Oq 64" O.C. 755 �}/ft T EN53. PT Ewa. 13) A POST TENSIONED SLAB FOUNDATION SYSTEM MAY BE USED. O8 56" O.C. 180 #/ft O PHD-6 ALT. HDBA O7 HDiSA Aq_ A-4,6 OC 48" O.C. 210 #/ft PHD-8 ALT. HDBA Op 40" O.C. 255 #/ft ! j INSTALL ALL HOLDOWNS, EMBEDS, ETC. OE 32" O.C. 315 #/ft PRIOR TO FOUNDATION INSPECTION � `✓ 24" O.C. 425 #/ft G H GON1_5T00- O 16" O.C. 635 #/ft J (2)-5/8" 9f A.B. 1700# ,i 8" O.C. 1275 #/ft - ---t OK (3)-5/8" Pr A.B. 2550# II � ' -J O (2)-3/4" f�'A.B. 2040 # LINE LOAD•1000 PLF M (3)-3/4" (d A.B. 3060# y SET ALL A.B. FOR 3x MUDSILLS OPT. PST f O/DECK - � a7 EXCEPTm-SEE FRAMING PLAN a NOTE: FOUNDATIONPLAN °uu�t 0 INDICATES MIN. DESIGN VERTICAL LOAD = 1500 PLF AT b EXTERIOR LOCATIONS AND 1000 PLF AT INTERIOR LOCATIONS U.O.N. SCALE: 114' .1-0" a% 1. 1997 UBC TABLE 23 III B-1; NDS 2. EQUALLY SPACED. O 3. ALL EXTERIOR WALLS TO BE SECURED WITH !_ 5/8"4f x 14" A.B.'S AT 72" O.C. WITH 7" OF EMBEDMENT INTO 1st POUR, UNLESS ' ^ OTHERWISE NOTED ON PLANS. I V 4. USE MIN. 2"x2"x3/16" THICK PLATE WASHERS. o I �----� UNLESS OTHERWISE NOTED ON PLANS. o 2 5. ALL INTERIOR WALLS TO BE SECURED WITH HILTI #DNI 72 SHOT PINS, OR- EQUIVALENT.UNLESS OTHEERWISE NO ED ON PLANS AT 18" O.C. I _ n pTDF FLR.FRAME (ICBO #1290, JAN. 1995). Br OTHERS 6 MAY REPLACE 5/8" U BOLT AT 'RATIO w/ M SIMPSON ET EPDXY METHOD (1 7/8" CONCRETE EDGE DISTANCE AT EXTERIOR). INFORMATION FOR PT VENDOR: 4 1. DESIGN GRADE BEAMS, ETC., PER STANDARD OF CARE (SOC). t 2. DESIGN FOR SLAB SHORTENING AND SHRINKAGE PER SOC. O -- 3. DESIGN SLAB 0 RE-ENTRY CORNERS PER SOC. 4. DESIGN SYSTEM TO MAX. ALLOWABLE TO RESIST OVERTURNING AT SIMP. STRONG WALL, 2 4 HPAHD's & HD's, ETC.. TO FULL CAPACITY OF THE HARDWARE PER THE 1999 TYP 3 _ 2 2 2 E SIMPSON CATALOGUE. D- ,�� _- 5. INDICATES PT POINT LOADS (DL+LL) IN KIPS (POINT 1 - 1AT OFT DR) LOADS LESS THAN 4K NOT NOTED). A'0PT DOOR STOOP 6.�-�-t'�INDICATES LINE LOADS 0 DASHED LINE 114 FT ...._.. AT O SLOPE <oRGHi G G 7. U.O.N. BEARING LINES ARE LESS THAN 1500 #/FT. WpfES toy�� - PT SLAB NOTES: y GE A�Pyc3 - ---'- - - C 1. PT SLAB BY OTHERS 2 1 O h 2. USE Q� FOR INSTALLATION OF SIMPSON PAHD & HPAHD SERIES HOEDOWNS. .0 Rlt•" b F L1[ at 7 lfoC :- 3. USE SD1 FOR INSTALLATION OF SIMPSON HD HOLDOWNS. F EXP.DATE 3-31-03 �Ic 9 1 pg 4. USE SD FOR ALL REINFORCED PADS, U.O.N. MAY 10 2001 OFFICE OPT. - ' 5. REFER TO SOILS REPORT FOR MORE INFORMATION NOT SHOWN. FOUNUAT I ON FLAN C �= 6. IN THE EVENT SULFATE RESISTANT CEMENT IS REQUIRED BY THE PROJECT SOILS ENGINEER, y C A TESTING LAB, OR THE BUILDING OFFICIAL, THEN SUCH.A SPECIAL MIX DISIGN WILL DICTATE if u°:5 �o a � SCALE. !,4'" •I'-©` HIGHER COMPRESSIVE STRENGTHS. (MIN. Cc = 4500 psi) U w' ,b Q rp 7. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. Z 5W6.1-4WD _ ---_ _ duo SIMP.SW6xT-4WD SIMP. r 8. ALL HOEDOWNS, EMBEDS, ETC. MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION L APPROVED 9. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON HIS OWN VOLITI%R PERMIT ISSUANCE ati WITHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT HIS OWMQOgREIM�'EKAS a ASSOCIATES.I _ U) �Gw FROM THE PROJECT SOILS ENGINEER FOR FOUNDATION PLAN AND J)ETAILS CONTRACTOR DATE � SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCT�tLe 189"I'ligERbeee reviewe � d for adher BaTfn the 18 SIMP.5U.Q2xl-4 SIMP.9UR7xI- 18 applicable codes and ordinance. Auth ation 01/Ilrol hereby granted to issue a building per p_ D- approval by all applicable City agencies. 1 J®®"A01B 2001-386 CONSTRUCTION NOTE The issuance or granting of a permit N" Y` CR val of those plans shall not be co THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON RUTg`5T'�3F}RV4R1C,"R�Y19fON9n of the FLAN 2 ELEV. l C FOUNDATION O, I N D A T I O 1 T L A I AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDSRRE OR PROJECT CONSTRUCTION�MAWE FRS} HECK. I7�h,� _PLOT OAIL f/�\ I�{I ��{ I\�4' WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT"LNC'fNERIMG CHECK. 2/�6ro1 ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE BROUGHT SHEET SCALE: 1!4" =I'-OO" TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. ^-„/.� M A M �t3C�� L I SHEAR WALL SCHEDULE - 1997 UNIFORM BUILDING CODE REVISIONS: BY 77---- Sale Plate Nailing' Shear Transfer I tun l e Shear ele. t6d Common 16d Box Capacity. Per Details Shear Panel Material UBC 1997•0 Minimum Nailing bx6 bx6 ESE' TYP. A-35 Spacing Schedule ilt D- TYP.ALL ExTERIOR 3/8"structural 11,C-C or C-D plywood with 8d nails O 2 rows O S"o.c. 260 //ft 24'o.c.W/OEC g1/4x12 PSL w/ CC ELEVATIONS U.ON. 6"o.c.at edges& 12"o.c.field (Table 23-1-K-1 UBC, each owALTbzK /\ H:W 3-1/2:1). Use 3x framing members al adjoiningseeplywood edges only. Use 3z mudsills. d1 3/8"structural 11, C-C or C-D plywood with 8d nails O 2 rows O 6"o.c.4 380 N/it 16"o.c. 4"o.c. at edges& 12"oc. field. Use 3x framing ®8 members of adjoining plywood edges only. Use 3xmudsills.xF'/�cTlzr 3/8"structural II, C-C or C-D plywood with 8d nails� 3 rows O B"o.c. 4903"o.c. of edges& 12"o.c.tield. Use 3z framing see 28 D- T � TYP. members of adjoining plywood edges only. Use 3x mudsills. x~ 4•a• D .t� � p Al 3/8"structural I plywood with Bd nails O 3"o.c. at 3 rows O 6"oc, 550 ft 8"o.c. 7 7 edges & ply o.c. Bete. Use 3z framing members of see 28 4.12 4x8 3VZx91^j SL 4x6 4x8 4x0 adjoining plywood edges only. Use 3z mudsills. HDR HDR HDR HDR HDR,�J HER Q 1/2'(15/32") Structural I plywood with 10d nails O 3"o.c. 5/8'px7"lag 665 #/ft 8"o.c. ❑7 ❑7 4xb7 _ I ® Ig - 5 !J` staggered at edges& 12"o.c. Geld. Use 3x framing bolts O 16"o.c. / / `�T members at adjoining plywood edges only. Use 3, mudsills. see- B NDR 34 o �g / 42 ,t 1 T Q 1/2"(15/32") Structural I plywood with 10d nails O 2"o.c ti70 ft 6"o.c. p_ D- j I, FANfILY staggered of edges& 12"o.c. field. Use 3, Gaming 5/8"0.7" lag M/ 0 ❑8 / bolts O 8"o.c. / 1 / members at adjoining plywood edges only. Use 3x mudsips. see 28 {/ B OFT. FAT 10/1DECi< i IDEN/BED s7 LIVIN� x -Sinker nails not permitted for this application; 16d nail length must not be less than 3-1/2 inches (actual) and 20d nail lengFLOOR FRX-I INC. i=L AN V ~I' **U e must not be less than 4 inches(actual) Sole Plate Nailing also ao as SPIN C 5 5 / 5 •'Use common nails or Galvanized Box nails at plywood shear elements to the framing; Bd nails to achieve min. 1-1/2 nches of penetration & 10d nails to achieve min. 1-5/8 inches of penetration into primary framing member. SCALE: va° =r-a" I I Where double sole plates are used provide progressive sole plate nailing at spacing indicated in each plate. ( ) 2 Use min.A-35 spacings as indicated at entire wall line and per detail at shear wall unless otherwise noted on plans. ,x 3 Reconstituted wood panels (wafer board,flake board,OSB) may be substituted for plywood shear panels provided that 4911 on APA-NER IDS stamp appears on each sheet and equivalent thickness, nailing, and structural ratings are used. HDR Q I 4 Plywood shear panels shall hove an exterior glue grade. 34 i 5 BA lyg6 `- --- __ _ 5 All plywood shear panel edges shall be blocked. D- I B / ' 6 Shear wall sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface, MSB' B % =p1-_ F 2 NOOK zero tolerance. I �A II --- --- -� __ _ 7 Boundary nods shall be placed not less than 3/8 inch in from the panel edge. O F„I� .4 M86__ - B B B Where SPN or attachment is specified at 3"o c. or closer, nailing must be staggered and 3x blk'g or wider should be BED 6 KP iD provided below. GOATS 22 4 22 fl 12 9 Where shear material is applied at both sides of the wall, use half the sole plate nailing spacing and double LINE ' the number of A-35 anchors indicated in the schedule and use 3x min. pressure blocking at A-35 connection. U.O.N.. ) " 2nd FLR I stagger the sole plate nailing as required by the UBC. Q I 10 Where N2 or greater plywood shear material is specified of each side of a wall then panel joints shall be offset to fall ® 5 1 DBL.1%ML RIM/0/6 5 1 on different framingmembers and use 3 x framing members at adjoining I g j g plywood edges. t 11 Sole plate nailing is based on the use of 3/4 inch thick plywood floor sheathing. Thicker floor sheathing requires the J O= DINING j• Use of longer nails which are increased in length with the incremental increase in Sheathing thickness. Notify GCI IIIQ Q ry 0 Associates Inc. immediately if the thickness of the floor sheathing is increased. to D 20 �5 1f 'D_ NOTES: MULTI-STUD BEARING(AM MSS) CAP 2 ❑4 S 4 D-^ I Q U.O.N. use double floor joists below all parallel wolls. 7 yDical stand Id as pllernote to solid post it noted SIM. 20 D- At floor levels, use solid blocking (of some equivalent ee_om /of 2.Studs 52 T /"mot, D- 43 4x4 TO 4x6 31 ' KIT I area as post above) below trimmers and posts, supporting 4x 2 st LE ._v D / LrEIM1 � D- POST ABV. POST D I bearing headers and beams. All posts-or MSB shall ex 5 4 _-y 4xIQ 4ntQ HpR _ f _ 269x12•F5L EiFt. 4x4 match or exceed beam width. HDR 4x10 BM HDR - ' --- _ -- t POST I Series oTruss I Per Tans ► 30 11 _66 p PA LER J-"47 TYPICAL ROOF/FLOOR SHEATHING NOTES: — 13 { b T B - - _ I ENTRY 41 NTRY : _ 5 I ROOF LEVEL I D- 0 ommon ,pry! fee use 1/2"structural II.C-D or C-C plywood exterior glue grade. Min.Panel index number(24/0),with 6d c �, � C Y y9,�w D- 4xb CONT.HDR - 6x6 nags O 6'o.c.-supported edge:aria boundaries;o+2"o.a.m th4 Held.(unblocked U.O.N). O r� i 1�+p. f - -- - HDR _---_ /7_� i FLOOR LEVEL BED _ IM : _ '-/ 'w"V•�❑ j S L=1 4x HDR• Use 3/4'Structural II,C-D or C-CT&G plywood exterior glue grades Min panel index number(32/16).with 10d REVISED i}"_�11�-/) OFT, -I 1'� D- \SIM. A 1 ,-a' IB Le'—b•, DOOR OPTt CITY O 1 - 39 2T I common nails O 6"o.c. -supported edges and boundaries:O 10'o n the field.(unblocked U.O.N.). KE ELSINORE 2 2 B D- BUI ING DEPT. FLOOR F R741" l Ne FLAN I I D- D GONTIN �p NOTE qhl-weignl concrete/No gyp role) 1 / - -4x12 I SCALE: 1/4" wl'-0" - ---BM. - L t - - - - - I Reconsttuted wood ports(waferboord,flake board and OSB)may be substituted for roof or noon sneotning 21 '�_ _ _ -. I _ n / /T -'"" I provided that an APR NER106 approved stamp appean o exh sheet and puivalenl tn,ckness nailing and J ---- ---- ---� - I _ I structural ratings are used. GAi AG (2)2x6 I ALL PLYWOOD SHEAR I GARAGE 5 I 1... -- _ - POST PANEL CONTINUOUS 4 lNINTERRJIPTED I F-I I LEGEND SPECIAL DIAPHRAGM NAILING Q�FE ONE/ rIBB a "x 'd AREA Q F I (PRIOR TO BOX OUT FRAMING,TY 1 I ` MSB I g USE 2x PAD BWITH ff A 2z STUD WALL O ALL EDGES WITH: 11 � ai I 1 yea GW 8d COMM,NAILS R-I - ROOF � Q B I SHEAR WALL O 6.6.12 D O 3 r� I I _ _ yrlb - _ ROOF TRUSSES, ROOF RAFTERS,CEILING CAP-270 M/FT. R I ELEv.5 �� ELEv.B I 11 u 8d COMM. NAILS - ROOF � flF C lF BOPPED PSL B al ID JOISTS, DECK JOISTS, FLOOR JOISTS s Q ONLY 2 ONLY 3S P 35 O 4.4,12 ® BEAM g PER STRUCTURAL CALCULATIONS. OFFICE I �rnlaa we I Ir_ I D- I ` D- CA N/FT 3-31-03 „ EXP.D \ I ` i T SHEAR WALL MATERIAL(SEE SCHEDULE, SGN-1) B \ - SIN. ENGTH 'C AS NOTED. (FL-FULL LENGTH) - ROOF MAY 1 0 2001 I HIP AT ELV.B 1 b F E GN FOR NFO N' DI ONLY .... __ -- - - -.. NIP AT ELV. F 1 _. NOTE: S t RI I CLU NG T T 5 � ONLY PLAN STANDARDS/DEFINITIONS&ABBREVIATIONS 55 55 EXT.WALL BY OTHEYSTEM JIF 10d RS MI '\ Ira O 6 FOMDM. NAILS F-I - FLOOR xe� c e FRAMING NOTES: o r 0 p_ p FRAMER TO PROVIDE MM. x4 CAP-320 FT. SIMP.SWI&xT-4H 4H D SIMP.5W60- D - HDR �1 DESIGNED WOOD TRUSSES O 24'O.C. 10d COMM. NAILS F-2 - FLOOR 'y ran POSTS AT ALL HOLDDWNS.4 SEE O 4 4.10 Y 2 DESIGNED WOOD MONO TRUSSES O 24'O.C. Q. � CAp=425{�/FT. �' z j4DRGIRDER TRUSS ❑ & AS SHOWN ON U 'a xIQ TO TOP PLATE - 3 Y 3 12'TJI/PRO-150 FLOOR TRUSSES O 12'O.C. FOUNDATION PUNS. F-3 - FLOOR 911P.5W22x1-4 55 G 5 5 SIMP.SW22x1-4 ❑5 12'TJI/PRO-150 FLOOR TRUSSES O Is-O.C. W ow 12 Q 10"TJI/PRO-150 DECK TRUSSES O 16'O.C_ .d-,mF. D n SLOPE TO-DRAIN 1'4:FT. WALL NOTES: m U mO 19 DBL TJI FLOOR--TRUSS,USE SAME G12E AS API.TRUSSES 4x4 D-' a (2)-1 3/4x12 NL W�180 O 12-O.C.O EA.EDGE 2.6 STUDS DF/22 O�Y16""7O.C. M �p - hmR _ _ C ❑9 2.10 D/J DF/2 a 16'O.C. 0 2xe�WHISCOMAT d RIP 1/4'PER FOOT TO GRAIN [ (�W S1bD610R/2 F041ffiI�(pATES,INC. 3.46. BY DATE❑D 6'3z6 STUDS OF►2-O 1 O.C. DATE: - METAL CONNECTORS 9'-4' 01-D-01 g These plans ha—been reviewed-Ior adheren O ALL HARDWARE BY SIMPSON STRONG TIE applicable codes and ordinance. Authoriz I 2m01 386 hereby granted to issue a building permit DBAVON BY: D 2 aPProval by all applicable City agencies. CAL. OFFICE OFT. CONSTRUCTION NOTE The issuance these or granting O( a permit b SC on V4'.]'-m" _ J/,(�� II`�`I '//�/ J/A�; l//•►- ppraval I (Ilany shall nOI be const FLAN\ (mo w�� )—T V 1.00 i� i�)�1� f NCB FLAN �ENGINEER ASSUMES RESILITY FORM FOR ACT BIDS BASED C UPON THE LATEST IMWMNG.a�RFAllest$�vn any , I...linn of the ap I_ DAfE 3/05/91 FLOOR FR,tI"1 INCH FLAN AND ASSUMES O NO R RESPONSIBILITY FOR CONTRDEPARTMENT C BIDE OR PROJECT CONSTRUCTION NGINEIFRpM:pRNMNdS nrn fir N, ` p,r:,,nrd WHICH DO NOT REFLECT BUILDING DEPARTMEM CORRECTIONS AND A CONCURRENT ENGNCf'RING"CNECIC.'-'"` n ""Ir the�invicians � SNEE7 SCALE: I/4" =I'-0" CJGQ.L E: I/A" ,I'-(jj" ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE BROUGHT+ {Y //� •//�J •//ram) TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. I P,R 3 t 1 2001 S i� 2 SHEAR WALL SCHEDULE - 1997 UNIFORM_BUILDING CODE REVISIONS:I BY ANCHOR BOLT SPACING Sole Plate Nailing • Shear Transfer SIMPSON HO DOWN SCHEDULE Shea HPAHD22 z 16"A.B. 16tl Common 16d Box Capacity Per Details 1 2 5/8"jK O FOR 3x MUDSILLS _ Shear Panel Material UBC 1997•• o Minimum Nailing 850 N/BOLT A-35 Spacing Schedule OSPACING CAPACITY - PHD-2 I I 1� 3/8"structural 11. C-C or C-D plywood with Bd nails O 2 rows O 8"o.<. 260 N/ft 24"o.c. O PHD-6 48" O.C. 155 N/ft IIuIf _ 6"o.c. at edges& 12'o.c field (Table 23-1-K-1 UBC, each/�aw H:W 3-1/2:1). Use 3x Training members at adjoining see`2K O48" O.C. 180 N/ft plywood edges only. Use 3x mudsills. OO PHD-8 3/8"structural II,C-C or C-D plywood with Bd nails O 2 rows O 6" o.c. 380 //ft 16"o.c.48" O.C. 210 N/ft 4"o.c. at edges& 12"o.c. field. Use 3x framing see(28, O /Hp1pA O 40" O.C. 255 N/fl __-___ _.: _ -� members at adjoining plywood edges only. Use 3x mudsills. W 3 3/8"structural It.C-C or C-D plywood with ad nails O 3 rows O 8"a-c. 490 N/ft 12"o.a. ❑7 ❑7 OE O 32"O.C. 315 #/ft memo.at edges ni 12'o.c.field. Use 3z framing see®B g HD14A ' i I tubers at adjoining plywood edges only. Use 3, mudslls. r F 1 24" O.C. 425 N/fl __ j/ ---� 4S 3/8"structural I plywood with Bd nails O 3"o.c. of 3 rows O 6"oc, 550 N/it 8"o.c. ❑7 ❑7 �J edges& 12"o.c. field. Use 3x framing members at see B O HD15 O 16" O.C. 635 N/ft / D O _ adjoining plywood edges only. Use 3x mudsills. INSTALL ALL HOLDOWNS, EMBEDS, ETC. �\\ A 1/2"(15/32') Structural I plywood with 10d nails O 3"o.c. 5/8"'00"log 665 //it 8"o.c. 7 7 OH 8" O.C. 1275 N/ft ❑ ❑ PRIOR TO FOUNDATION INSPECTION � i � staggered at edges& 12'o.c. Geld. Use 3, framing balls A 16'o.c. (2)-5/8"(d A.B. 1700N members at adjoining plywood edges only. Use 3, mudsills. see 2B \j K l/ (3)-5/8" (d A.B. 2550N I A6 1/2" (15/32-) Structural I plywood with 10d 5/8�,i.7" lag 870 N/ft 6"o.c. ® ❑8 `✓ nails O 2"o.<. staggered at edges& 12"o.c. field. Use 3, framing bolts O 8"o.<. (2)-3/4" (d A.B. 2040 rY � .- -- -_ - -_ -___ O members at adjoining plywood edges only. Use 3, mudsills. see 0 (M1 (3)-3/4" ¢•A.B. 3060# r ...-._.- _ -. - . - .----- -- `/ I -Sinker nails not permitted for this application; 16d nail length must not be less than 3-1/2 inches (actual) and 20d nail SET ALL A.B. FOR 3. MUDSILLS length must not be less than 4 inches(actual). Sole Plate Nailing also abrv. as SPN I - ••Use common nails or Galvanized Box nails at plywood shear elements to the framing; Bd nails to achieve min. 1-1/2 inches of penetration & told nails to achieve min. 1-5/8 inches of penetration into primary framing member. 1. 1997 UBC TABLE 23 III B-1; NDS 2. EQUALLY SPACED. 1 Where double sole plates are used provide progressive sole plate nailing at spacing indicated in each plate. 3. ALL EXTERIOR WALLS TO BE SECURED WITH I �\ 2 Use min.A-35 spacings as indicated of entire wall line and per detail at shear wan unless otherwise noted on plans. O 5/8" x 14"A.B.'S AT 48" O.C. WITH 7" OF 3 Reconstituted wood panels (water board,flake board, OSB) may be substituted for plywood shear panels provided that EMBEDMENT INTO 1st POUR, UNLESS on APA-NER 108 stamp appears on each sheet and equivalent thickness, nailing, and structural ratings ore used. OTHERWISE NOTED ON PLANS. /� 4 Plywood shear panels shall have on exterior glue grade. 4. USE MIN. 2"x2"x3/16"THICK PLATE WASHERS / 5 All plywood shear panel edges shall be blocked. 5. ALL INTERIOR WALLS TO BE SECURED WITH HILT] 6 Shear wall sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface, NDNI 72 SHOT PINS, OR EQUIVALENT, AT 18" O.C. - . . - -- - -- ---- zero tolerance. UNLESS OTHERWISE NOTED ON PLANS -" - - ---------- ----- - y _ 7 Boundary nails shall be placed not less than 3/8 inch m from the panel edge. r r '_"'-- -'"- -_ __�- _-�-- or attachment .c. or (ICBO {f 1290, JAR. 1995). B Where SPIN is specified of 3'o closer, nailing must be staggered and 3x blk'g o wider should be _- 6. 3/4"0 MAY REPLACE 5/8",0"BOLT AT 1:1 I provided below.9 where shear material is applied at both sides of the wan, use hod the sole plate nailing sparing and double RATIO w/ SIMPSON ET EPDXT METHOD (ICBO N25185) ^ (I 7/8' CONCRETE EDGE DISTANCE AT EXTERIOR). i �� - _ _.- _ -_- --_-__ � i the number of A 35 anchors indicated in the schedule and use 3z inn pressure blocking at A 35 connection. U.O.N. � ) PAD SCHEDULE _ stagger the sole plate nailing as required by the UBC. Q 10 Where N2 or greater plywood shear material s specified at each side of a well then panel joints sholl be offset to fall SOIL BEARING = 1500 PSF on different framing members and use 3 x framing members of adjoining plywood edges. PAD PAD d Pm t As 11 Sole plate nailing is based on the use of 3/4 inch thick plywood floor Sheathing Thicker floor sheathing requires the SIZE 1 DEPTH 2 (KIPS) THICKNESS (EINF use of longer nails which are increased in length with the rncrementol increase in sheathing thickness. Notify GO 1 Associates Inc. immediately if the thickness of the floor sheathing is increased. J ❑A 24"x24" 18" 4.8 K 12" - UJ a 30"x3O" 18" 7.5 K 12" (2)-N4 NOTES: MULTI-STUD BEARING(ABR'V.MSB) E/W � I ` . I e I U.O.N. Use double floor joists below all parallel walls. typical standard a alternate to sons post it noted / © 36"x36" 18" 10.8 K 12' (3)-N4 lyl II�y! or floor levels. use solid blocking (of some q.posts. suertpporting Beam i of 2.Stuaa E/W ea as post above) blow trimmers and posts, suDDorting 4. 2 ---' Dearing headers and beams. All posts or MSB shall 6. 4 ❑p 42"x42" 18" 14.7 K 12" (4E/W4 &GALE: '%4° .I'-m" z.B Jost 1 Per Joist match or exceed beam width. L Series Truss 1 Per Trues E 48"X48" 18" 19.2 K 12" (4)-N$ TYPICAL ROOF/fL00R SHEATHING NOTES: E/W ROOF LEVEL 1 All pods are square U.O.N. Use 1/2'structural 11,C-D or C-C plywood exltrbr glue grade Min.Panel'rude.number(24/0),with Bd common 2 Depth from lowest adjacent grade nuila o 6'o.c.-supported edges and boundaries:0 12'o.c.in the field.(unblocked u.O.N I. 3 Steel not required when t> S/2 FLOOR LEVEL where It = edge of square pad. Use 3/4"Structural 11.C-D or C-CT&G plywood exterior glue grade. Min panel index number 1 with tl 4 Conditions on plan may require -� common nails O 6"o.c. -supported edges and boundaries;O 10"o.c.in the held. (unblocked U.O.N.). FOUNDATION/SLAB NOTES: additional depth. n(No light-weight co Crete/No gyperete 1. USE TYR. 12" WIDE x 18" DEEP CONTIN. FOOTING O ALL INTR. & ALL EXTR. BR'G WALLS & SHEAR NOTE WALLS U.O.N. USE (1)-(j4 TOP AND (1)- 4 BOT. THROUGHOUT CONT. FOOTINGS. REINFORCING _ Reconstituted wood panels(wafertedud,flake board and OSB)may be sabstil for roof or near sheothinq fill BARS CALLED OUT ON PLANS ARE IN ADDITION TO THESE N4 BARS. provided that an APR-NERI08 approved stamp opPeem o ach sheet old eq.w,lenl thickness,nailing and structural ratings ore used LNE OP r,REI - SPECIAL DIAPHRAGM NAILING FOR INSTALLATION OF SIMPSON PAHD & HAHD SERIES pESSIO� 2, USE gD PR HOLDOWNS. =�pol_ OI°'.7R. LEGEND _ O "x" 'd AREA QP� �F,y 7 I USE 2x PAD BLK'G J ---� 2. STUD WALL O ALL EDGES WITH: `w (T'[-QFtGo 3. USE SD FOR INSTALLATION OF SIMPSON HD HOLDOWNS. ❑ ❑ J2i, a �-_ SHEAR WALL 8d COMM. NAILS R-I - ROOF �g211 y} 4. USE SD FOR ALL REINFORCED PADS, UYJN. 8 6,6,72 �xA•� 9 a��D ROOF TRUSSES, ROOF RAFTERS.CEILING CAP=270 N/F. � JOISTS, DECK JOISTS, FLOOR JOISTS 8tl COMM. NAILS - ROOF �rAlFOFC UE CA 4.P=36OP� 5. REFER TO SOILS REPORT FOR MORE INFORMATION NOT SHOWN. _ O BEAM / PER STRUCTURAL CALCULATIONS. 0�a;N--- 360 N/fT. f/ER""i O SHEAR WALL MATERIAL (SEE SCHEDULE.SGN-1) 6. " INDICATES BAR CUT OFF AND IF A LARGER FOOTING WAS SPECIFIED I I' Lt,L - MIN. LENGTH 1"AS NOTED. (FL=FULL LENGTH) -3 - ROOF •EXR DATE 3-31.03 THEN RETURN TO FOOTING PER NOTE N1 ABOVE - 12" BEYOND BAR CUT OFF, O-- OIm NOTE: SEE SGN-1 FOR ADDITIONAL INFO. INCLUDING PLAN STANDARDS/DEFINITIONS&ABBREVIATIONS 2001 7. CONCRETE STRENGTH f'c=2,000 psi MIN. - IN THE EVENT SULFATE RESISTANT CEMENT ' IS REQUIRED BY THE PROJECT SOILS ENGINEER, A TESTING LAB, OR THE BUILDING OFFICIAL, THEN 10d COMM. NAILS F-I - FLOOR SUCH A SPECIAL MIX DESIGN WILL DICTATE HIGHER COMPRESSIVE STRENGTHS. (MIN. f'c = 4500 psi) I FRAMING NOTES: O 6,320 q o CAP-320 N/R. p p «+ 1 FRAM 8. USE 4 INCH NOMINAL (312 INCH ACTUAL) CONCRETE SLAB ON GRADE REINFORCED WITH 6,6 ! POSTS TO PROVIDE MIN.4x4 ❑1 DESIGNED WOOD TRUSSES O 24-O.C. told COMM. NAILS p-2 - FLOOR POSTS AT ALL nOLDOw NS. SEE ® 4,4,1D �-+ N o a I 2 DESIGNED WOOD MONO TRUSSES O 24'O.C. m•cd u O W1.4 x Wi.4 WELDED WIRE MESH (Wil PLACED AT MID-DEPTH. PLACE THE SLAB OVER 2 O- f� �- Q GIRDER TRUSS G)&�AS SHOWN ON CAP=425 N/FT. V <a INCHES OF SAND OVER 10 MIL VISOUEEN OVER 2 INCHES OF SAND. COMPACT MID PPESATURATE U z © 12'TJI PR AS PER THE SOILS ENGINEER'S SPECIFICATIONS. FOUNDATION PUNS. -3 - BOOR o/ O-1•A FLOOR TRUSSES O 12'O.C. m0. 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ❑5 IV TJI/PRO-150 FLOOR TRUSSES 0 16'O.C. 10. ALL HOLDOWNS, EMBEDS, ETC. MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION © 10'TJI SLOPE TO DRAIN/PRO 50 Vi DECK TRUSSES a 18'O.C. DIMENSIONS TO HDs: FOR HPA's TO < OF STRAPS; TO HD OR VITT TO < OF EMBED'D BOLT. DBL TJI FLOOR 1RUS5,F ❑7 USE WALL NOTES: SE SANE SIZE AS A0.1.TRUSSES GO 8^ 11. REINFORCING BARS SPECIFIED ON THIS PLAN ARE IN ADDITION TO BARS SPECIFIED AT r 11 U A 2.6 STUDS-0F/2�18'O.C. VI (2)-1 3/4a12 NL W/ tee O 12M -J �B "O.C.O U.EDGE AT NOTE 1. ABOVE. ❑B 2.6 STUDS DF/1 O 18'O.C. 6 ❑9 2x10 D/J DF/2 O 18"O.C. APPROVED RIP 1/4'PER FOOT TO DRNN © 3x4SC SND9�F( p"I Q.�UA NCE 12. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON HIS OWN VOLITION a SC OR ZFxnc • � 3z8 SN�uF/z v%A6.*PCIATES.11!_ATE: 01-12-0I WITHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT HIS OWN EXPENSE - - METAL CONNECTORS BY J:IEs NG. FROM THE PROJECT SOILS ENGINEER FOR FOUNDATION PLAN AND DETAILS. CONTRACTOR T1 ALL HARDWARE BY SIMPSON STRONG TIE These Ve been-, --DATE _ _ 2001'3D6 SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER. se plans have been reviewed for adher applicable codes and ordinance. Autho UFAWN Br. CR hereby granted to issue a building CONSTRUCTION NOTE approval by all applicable City9 Perm agencies. CONSTRUCTION NOTE The i55 uRnCe I THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LATEST DRAWING REVISIONS �t e�•� }� 1� [:),4 �� ?� THE ENGINEER ASSUMES RESPONSIBIUTY FOR CONSTRUCTION BASED UPON THE LATEST DRAWIMG,9FN549NTgf r 91 l a,ni Permit TE 2RGrDI AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION MADE FROM DRAWINGS �� I {�.OI I I\I I ) ( OI\I FLAN. AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTPUCTION MADE TROM.41RAe"WA r - WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERING CHECK. I ELEV. I L "i l[: "tt WHICH DO NOT REFLECT BUILDINGDEPARTMENT CORRECTIONS AND A CONCURRENT ENGIN"fHN"cclEcir I SHECT ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWAIGS HUST Lf 6Rbu _iT - 'ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE $GALE: 1/4" =I'-O" TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. �� L L "4^oo� ^ 4 BROUGHT TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. 'P C SIMPSON HOLDOWN SCHEDULE ANCHOR BOLT SPACING SHEAR WALL SCHEDULE - 1997 UNIFORM BUILDING CODE REVISIONS: BY Sole Plate Nailing• Shear Transfer Sheaf Per Details 1 2 Oj HPAHD22 5/8" x DSI A.B. r� _ FOR 3. MUD$ILL$ -.7____.__ _ ___..._ _-_- ._.________.____.-_._____ ___. t6d Common 16d Bax Capacity 850 #/BOLT _ Shear Panel Material UBC 1997•4 Minimum Nailing O PHD-2 SPACING CAPACITY -_ A-35 Spacing Schedule - i 3/8"structural It. C-C or C-D plywood with Bd nails O 2 rows O 8' o.c. _260 #/it 24"o.c. PHD-6 - OO 48" O.C. 155 #/ft 6"o.c. at edges& 12"o.c.field (Table 23-1-K-1 UBC, each _ 3 H:W 3-1/2:1). Use 3x framing members at adjoining see OB 48" O.C. 180 #/fl plywood edges only. Use 3z mudsills. O PHD-8 } OC 48" 0 r. 210 $/fl #/ /8"structural II. C-C or C-D plywood with Bd nails O 2 r O 6'o.c. }80 ft 16'o.c. I 4"o.c. at edges& 12"os. field. Use 3x framing see/SR\ OHD10A OD 40" O.C. 255 #/fl members at adjoining plywood edges only. Use 3, mudsills. f`Z*+r-ywi 3/8"structural 11,C-C or C-D plywood with 8d nails O 3 r s O 8"o.c. 490 #/It 12"o.c. ❑7 07 O 32"O.C. 315 #/rt 3"o.c. at edges& 12"o.c. field. Use 3, framing see B O HOT 4A members at adjoining plywood edges I Use 3, mudsills. W F 24" O.C. 425 #/rl � BONUS ED5-BED6 I a 1 9 PYwoo gee any. OO 4� 3/8"structural I plywood with 8d nails O 3"o.c. at 3 rows O 6"oc, 550 HD15 O 16" O.C. 635 #/ft edges& 12"o.c. field. Use 3x framing members at see B #/il 8"o c OH 8' O.C. 1275 /ft - INSTALL ALL HOEDOWNS, EMBEDS, ETC. # adjoining plywood edges only. Use 3, mudsills ! W PRIOR TO FOUNDATION INSPECTION ! 665 #/ft 8"o.c. �7 ❑7 G 1/2"(15/32") Structural 1 plywood with 10d nails O 3"o.c. 5/8"¢x7"lag staggered of edges& 12"o.c. field. Use 3x framing bolts O 16"o.c JO (2)-5/8" fA A.B. 1700# members at adjoining plywood edges only. Use 3x mudsills. see 2B O (3)-5/8" (d A.B. 2550# 1/2"(15/32")Structural I plywood with too nails 0 2'o.c. L (2)-3/4" (d A.B. 2040 # j staggered at edges & 12'o.c. field Use 3. froming 5/8 Ax7"lag 870 �'/fl 6"o.c. 8 8 members at adjoining plywood edges only. Use 3, mudsills. bolts O 8"o.c. O (3)-3/4" r71 A.B. 3060# 1 see" � i 'Sinker nails not permitted for this application; 16tl nail length must not be less than 3-1/2 inches (actual) and 20tl nail SET ALL A.B. FOR 3x MUDSILLS i length must not be less than 4 inches (actual. Sole Plate Nailing also obrv. as SPN --Use common nails or Galvanized Box nails at plywood shear elements to the framing; Bd nails to achieve min. 1-1/2 1. 1997 UBC TABLE 23 III B-1; NOS inches of penetration & 10d nails to achieve min. 1-5/8 fiches of penetration into primary framing member. 2. EQUALLY SPACED. 3. ALL EXTERIOR WALLS TO BE SECURED WITH ' 4x6 4x6 _ ! 1 Where double sole plates are used provide progressive sole plate nailing at spacing indicated in each plate _ _ 5/E"0 z 14" A.B.'S A7 48" O.C. WITH 7" OF HDR � HDR _ - 2 Use in.ted spacings as infer board, d, lake wall line and per a substituted ti shear wall unless otherwise noted on plans. EMBEDMENT INTO 1st POUR, UNLESS 3 Reconstituted wood panels(water board, flake board.OSB) may be substituted for plywood shear panels provided that OTHERWISE NOTED ON PLANS. .i on APA-NER 106 stamp appears on each sheet and e- quivalenl thickness, nailing, and structural ratings are used. 4. USE MIN. 2"x2"x3/16"THICK PLATE WASHERS 1-" -- -'-' '- -"- - --- - 4 Plywood shear panels shall have on exterior glue grade. J ._. _ 5 All plywood shear panel edges shall be blocked. 5. ALL INTERIOR WALLS TO BE SECURED WITH HILTI 6 Shear wall sheathing nails or other approved sheathing connectors shall be driven flush but shall not fracture the surface, #DNI 72 SHOT PINS, OR EQUIVALENT, AT 18" U.C. zero tolerance. UNLESS OTHERWISE NOTED ON PLANS }}-�. }��•\/ I I t/�� R 4'.�) 7 Boundary nails shall be placed not less than 3/8 inch in from the panel edge. O (ICBO #1290. JAN. 1995). FLAN 2 E L E K . 5 O I `l Vf 5 B E y./5-8 E D(o O F f ON 8 where SPN or attachment is specified at 3"o.c or closer, noting must be staggered and 3" blk'g or wider should be 6. 3/4"0 MAY REPLACE 5/8"0 BOLT AT 1:1 SCGL.r. "4" -m" provided below. "I RATIU w/ SIMPSON ET EPDXY METHOD (IGBO #25185) 9 Where shear material ,s applied at both sides of the wall, use hall the sole plate nailing spacing and double E'•� (1 7/8" CONCRETE EDGE DISTANCE AT EXTERIOR) the number of A-35 anchors indicated in the schedule and use 3• min pressure blocking at A-35 connection. UOA PAD SCHEDULE stagger the sole plate nailing as required by the UBC. Q SOIL BEARING = 1500 P$F 10 Where #2 or greater plywood shear moleriol is spec;fied at each side of a wall then panel joints shall be offset to fall on different framing members and use 3 x framing members at adjoining plywood edges. PAD d Pm AF PAD # SIZE I DEPTH 2 (KIPS) THICKNESS REINF 11 Sole plate rolling is based on the use of 3/4 inch thick plywood floor sheathing. Thicker floor sheathing requires the (E/W)i j use of longer nails which are increased in length with the incremental increase in sheathing thickness. Notify GCI OA 24"x24" 18" 4,8 K 12" Associates Inc. immediately if the thickness of the floor sheathing is increased. _ ! LLI ❑B 30"x30" 18" 7.5 K 12" (2)-#4 1 NOTES: MULTI-STUD BEARING(ABRV MSB) E/W U.O.N. use double/tear joists below all parallel walls. Typical stontlord as PRernate to solid vast if noted 36"x36" 18" 10.8 K 12" (3)-#4 At floor levels, use solid blocking (of some equivalent Bean, /of 2.Studs E/W grea as post above)below trimmers and posts, supporting 4. 2 ❑p 42"x42" 18" 14.7 K 12" (4)-#4 ! g posts or MISS shell bearing headers and beams. All 8. E/W ❑ ❑ match or exceed beom width, 6. 4 ( E/#W5 .- -.. _. -_ r - _ _ _ _. ._ x.Joist 1 Per5 Joist I Series Trues 1 Per Truss 48"X48" ❑ 18' 19.2 K 12' 4- -- - TYPICAL ROOF/FLOOR SHEATHING NOTES. E i ROOF LEVEL 1 All pods are square U.O.N. -- j use I/z-structural 11,ctar ,c-D or c-c pywooa« um tartar glue grade. Min.Panel index number(24/0).with ea common 2 Depth from lowest adjacent grade noes o 6'o.c.-sWooded edges and bourdories:0 12'a.c in the field.(urNocked UO.N.). 3 Steel not required when t> $/2 � � FLOOR LEVEL where t = edge of square pad. Use 3/4"Structural II,C-D or C-CT&G plywood exterior glue grade. Min Panel index number(32/16), with t0d 4 Conditions on plan may require FOUNDATION/SLAB NOTES: additional depth. common noes a 6'o.c. - supported edges and boundaries:0 10"o.c. in the field.(unblocked U.O.N.). (No light-we,ghl concrete/No gyperete) 1. USE TYP. 12" WIDE x 18" DEEP CONTIN. FOOTING O ALL INTR. & ALL EXTR, BR'G WALLS & SHEAR NOTE WALLS U.O.N. USE (1)-#4 TOP AND (1)-#4 BOT. THROUGHOUT CONT. FOOTINGS. REINFORCING Reconstituted wood panels(woferboard,flake boord and OSB)may be sunitit.ted for roof or floor sheathing BARS CALLED OUT ON PLANS ARE IN ADDITION TO THESE #4 BARS. Provided that an APR-NER108 opp,a stamp appear on each sheet and eguivolent thick.......;ling and s- stracm re ral rol a used Q�pfESSlpp-� 1 LEGEND SPECIAL DIAPHRAGM NAILING WQ� . A 2. USE SD FOR INSTALLATION OF SIMPSON PAHD & HPAHD SERIES HOLDOWNS I }}�� `}��\I FLAN __ _ ____-- - 0 "X" 'd AREA �(( s CLAN 2 ELEV. ID v FLOO ` Ff.,4� II ♦� FLJ-TI l USE 0ALL DGES WITH 7 ,'x STUD WALL O ALL EDGES WITH -------� p29211 6 3. USE SD FOR INSTALLATION OF SIMPSON HD HOLDOWNS q rJGALE: 1/4" = '-C'„ --�--- SHEAP. WALL COMM. NAILS R-I - ROOF O 66 aTf dFD E 4. USE SD a CAP=270 FT FOR ALL REINFORCED PADS, U.O.N. I ROOF TRUSSES, ROOF RAFTERS, CEILING #/ Ar l fV . . i VCR rY,'O JOISTS, DECK JOISTS. FLOOR JOISTS 8d COMM NAILS .2 -ROOF 5. REFER TO SOILS REPORT FOR MORE INFORMATION NOT SHOWN. wI i, I i ® BEAM#PER STRUCTURAL CALCULATIONS. ®4,4,12 EXP.DATE 3-31. 3 u CAP=360 #/fT. 6. INDICATES BAR CUT OFF AND IF A LARGER FOOTING WAS SPECIFIED r0, 1i a1 SHEAR WALL MATERIAL (SEE SCHEDULE.SGN-1) "i 6ARAG-- I MAY 10 2001 THEN RETURN TO FOOTING PER NOTE #1 ABOVE - 12" BEYOND BAR CUT OFF MIN. LENGTH "L"AS NOTED. (FL=FULL LENGTH) 3 - ROOF NOTE: SEE SGN-1 FOR ADDITIONAL INFO. INCLUDING 7. CONCRETE STRENGTH f'c=2,000 psi MIN. - IN THE EVENT SULFATE RESISTANT CEMENT PLAN STANDARDS/DEFINITIONS& ABBREVIATIONS IS REQUIRED BY THE PROJECT SOILS ENGINEER, A TESTING LAB, OR THE BUILDING OFFICIAL, THEN ! 1 10d COMM.NAILSP-I - FLOOR _ m SUCH A SPECIAL MIX DESIGN WILL DICTATE HIGHER COMPRESSIVE STRENGTHS. (MIN. Yc = 4500 psi) FRAMING NOTES O 6,6,10 _ CAP=320 #/FE .�7+ o �] �_ FRAMER TO PROVIDE MIN.4.4 u adi Cro 8. USE 4 INCH NOMINAL (3"2 INCH ACTUAL) CONCRETE SLAB ON GRADE REINFORCED WITH 6.6 / ❑ ❑ Q DESIGNED WOOD TRUSSES a 24'O.C. 10d COMM. NAILS p_z - FLOOR ` y WI.4 z W1.4 WELDED WIRE MESH (WWM) PLACED AT MID-DEPTH PLACE THE SLAB OD OVER 2 ❑2 DESIGNED WO MONO TRUSSES O 24-O.C. POSTS AT ALL HOEDOWNS. SEE O 4 4 10 �, m o .I . 1 7 CAP=425 #/Ff. o' INCHES OF SAND OVER 10 MIL VISQUEEN OVER 2 INCHES OF SAND. COMPACT AND PRESATURATE Q �." - - - -- GIRDER TRUSS & AS SHOWN ON V <de z AS PER THE SOILS ENGINEER'S SPECIFICATIONS. ❑4 12"TJI/PRO-150 FLOOR TRUSSES O 12-D.C. FOUNDATION PLANS. -3 - FLOOR -d d VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. ❑s 12-TO/PRO-150 FLOOR TRUSSES 0 Is-D.C. 06 m�'<N 10. ALL HOLDOWNS, EMBEDS, ETC. MF1ST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION _ -- 10'TJI/PRO-150 DECK TRUSSES 0 16'O.C. E mm� - - SLOPE TO DRAIN 1'4:Fr. WALL NOTES: �H'm DIMENSIONS TO HDs: FOR HPA's TO < OF STRAPS; TO HD OR MTT TO < OF EMBED'D BOLT. --- -- -- -- - � � OBL TJI BOOR 1R1155,USE SAME SIZE AS ADJ.TRUSSES O 11. REINFORCING BARS SPECIFIED ON THIS PLAN ARE IN ADDITION 70 BARS SPECIFIED AT 0 (2)-1 3px12 ME w/lfid a 12'O.C.s G 2.6 STUDS DF#2 O 16"O.C. EDGE AT NOTE 1. ABOVE. e Efl O J # ISTUDS2x6 STUDS DF#1 O 16'O.C. - d e9i 7:w 12. GENERAL CONTRACTOR TO PROCEED WITH CONCRETE WORK ON HIS OWN VOLITION A-a.6 RIP 1/4' R P FOOT TO DRAIN © 3.4 STUDS �._A 5T6 1di{j?f*116S3MtANCE DATE: -p-q WITHOUT FIRST OBTAINING A CONCEPTUAL WRITTEN APPROVAL AT HIS OWN EXPENSE t A-4. METAL CONNECTORS SL�T hAIAS&ASSOCIATES.IN FROM THE PROJECT SOILS ENGINEER FOR FOUNDATION PLAN AND DETAIL$. CONTRACTOR ALL HARDWARE BY SIMPSON STRONG TIE BY JOB W 2001-3E6 Oj3AWN,B SHALL PROVIDE A COPY TO THE PROJECT ARCHITECT AND STRUCTURAL ENGINEER. appl ab Y: le codes one reviewed DATE ed for adherein" R i IO e CONSTRUCTION NOTE hereby granted to issue anbuilding 8atl ns M4 THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LATEST DRAWING REVISIONS CONSTRUCTION NOTE approval by all applicable City agen permit cies. 9 THE ENGINEER ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE IATEST Ijlj)rNOt REVISIONS PLOT DATE AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION MADE FROM DRAWINGS j/Aj\ }I'-'�J J/,T�\ /J�\j AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION s Aar grant,,a of a permq b 2/26/01 �L' `N 2 ELEV. D FOUNDATION ION FLAN 1N M�,��tla �UG Plans shall nr1 De c WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERING CHECK. _ WHICH Do NOT REREt:T BUa01NG DRAR7MENT CORRECTWNS AND A CONCURRRT ENGIREBffmNo¢NErgHI„nc,n ,l v�hall rn n/ tl1"ens r,gHEE3 ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING,�,��..�„„CC��S 1SUSY BE'1jRtRKTHi tl ANY DISCREPANCIES-BETWEEN THE ARCHITECTURAL AND STRUCTURAL ENGINEERING DRAWINGS MUST BE ^'S' n• -"' I ^ TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARING CONSTRUCTION. /_ BROUGHT TO THE ATTENTION OF BOTH OFFICES PRIOR TO STARTING CONSTRUCTION. SCALE: 1/4" =I'-O' !AF i �wb1 SL ----6X6 POST WORIZ,BEAM PISNIF,MAY L4x3xS1b"THICK BE CONT.OR ADD BARB REVISIONS; By V 1/8"0 DOLT SAME SIZE it SPACING L 2x STUD WALL, AS RE INIFORCING- I wi E(iccuft -2.PRESSURE TREATED SET MIN I MIN,&X011l DFSS li FIR W1 11 0 X 4"AS. .. IF IN INTO FIRST FOUR OF (SEE PIL 4N) 5IMPS 55T5 ANC44 1 3/4"MIN EDGE DISTANCE CONCRETE FIND.SPACING PER FND. CONCRETE SLAB(SEE 'N C L _J i PER FDN PLAN Fill Mi PLANS) SEE 57AMPED BOLT SEE FOUNDATION PLANS FOR V LEAD FOR ANCHOR MIN,PC-24W pbl CONIC SLAB �x=".Ti STIL 111! IS LTPLAN N ORIENTATION) SIZE AND NUMBER Or STEEL ALL AS. • 16 --MIN.20 kv Ri BARS IN FOOTING ,�TEEL Ill COLD JOINT(IF OCCURS) -EXPANSION JOINT CONIC,FTG MATERIAL INTERSECTION SINGLE LAYER CORNER SINGLE FOOTING EXTENDED L L PRINCIPLE REINF. TO F.O.S. COLD JOINT 0 W �11`T AND. SEE PILAN,i -ADDITIONAL BAR$SAME TWO PolCY[ TYR U Q > As PRINCIPLE STEEL SYSTEM IL .7 7 LA 30" 0 NO COLD PRINCIPLE INF, df-DEEPEN fill 24 v 116 JOINTEM it AS REOD, • .3 DOWELS •S"O.C. 1 0 wl FOOTING 51- •PER MANUFACTURER- WIDTH BEYOND D OUN RS II SEE FOUNDATION PLAN ACCOMOVATE ARCH. Ir.IF RE010.- MIN.4x P05T- W 36"MIN,\1- BASIC FT-0 WIDTH- EN -POST I I T STEEL Ill PLAN (SEE PLAN) ADD-ON FT'G TO C TE INK PROVIDE Z�tSEE PLAN) w -FOR SIZE AND LOCATION NOTE; /-3"\ MIN.4x&POST d __SEE Fl ilill FOR RE-15ARS, DOUBLE LATER INTERSECTIONgDI (2 2 1 SEE PLANS FOR CORNER FOR INFORMATION NOT SWOUN SEE )--A INVERTED SIMPSON WDA PER FON "'i UJIC;ITW 4001il PLAN(SEE$MP CAT 'IF MUl IS •STEEL PLATE IS MIN.5 1/2 X 5 li X 1/4?HICK OR FOR POST PER Fill NOTES THEN LONGER A.M.ARE Rill EQUAL TO POST IF LARGER L 30 BAR DIA.MIN IN CONCRETE(MIN,2411 LAP) 24". 24 DOLT Fill NOTE:SEE SOILS REPORT FOR SLAB TO FOOTING DOWELS IF REQUIRED I—A L 40 BAR CIA.MIN:IN MASONRY(MIN.24"LAP) 5"MIN.EDGE V BASE PLATE Ca) DECK DI$TANCE a 11 HOUSE TO GARAGE [4 119 TYP. REINFORCING BARS' 1-15 EXTENDED FOOTING CORt4FR COND. w SIMPSON STRONG WALL COLD JOINT (IF OCCURS) (SWEAR PANEL) 2x PRESSURE TOP 4 BOTTOM TREATED DOUGLAS FIR g AS PER PLAN CONCRETE SLAB SEE PLAN) BARS(SEE PLAN) WITH 5/8"CIA.A.S.MIN T'INTO 2x STUD WALL STEP PER FOUNDATION. ---MIN.12"SQUARE ELEVATION MIN 3/8'TWK X 4'0 WASHER FIRST POUR 2".2".3/16`TW STI IE(SEE ARCH, W/NUT OR PLAN BOX OUT 2,FRAMING IF NOTES: SEE FOUNDATION PLAN WAswell ALL AM. CONC.$L415 SEE PLAN., NOTIFY ENG.I Ih LESS THAN 12") AT RAISED Ull FLOOR CONDITION EXTEND CONTINUOUS POST TO Mi FOR SIZE AND NUMBER Or MIN REFER TO THE SCHEDULE BELOW FOR TYP HOLD DOtt1N REQUIREMENTS STEEL BAR$IN FOOTING % -3 DOWELS 24" oremmitinew SE FOUNDATION PLAN ------- (2)A.S.PER -181,C.C. is" pill E j; NATURAL + WALL FACE CONCRETE 9LA5 FOR SIZE AND NUMBER OF LI GRADE TWO POUR MONO POUR eSEE PLAN, FINISH 14 lt___ STEEL BARS IN FOOTING 1U -4 FOOTING DOUIELS Z GRADE 17• 1 SIMFl ANCHOR- MIN.EMBED. ANCHOR MIN.EMBED DESIGN TEN51ON AT (MIN.) - —2 ---_3"CLR I HOLDOWN BOLT Is BOLT 1. LOAD • ig df --------- 24 51 orq WD-2A 5STS20 w 98T516 12" 2115 '14 if HD-SA 6OT524 2'.. SST520 16.; 3105 11 0 SLM-5l 14sr -- - $p. . i SEE PLAN) 7�ft "i SST1534 28" SOT1528 24- 5100. I V WD-SA SSTB34 32" abrel 24" ill COLD d • CLR. I WD-Il 6675 4 14" 55TB26 ;4.. C.-P JOINT PLANS 14"MAX.1 030 Alli F 24.. 13300. OCCURS) PROVIDE 3'(MINN CONCRETE "FOR WIDTH (9 -I t. y WO-14A I"DIAAM" P DIAA301 0 J 'IF COVER FOR Pill COLD JOINT _1 SEE FOUNDATION PLAN FOR WD-20A 1-1/4"DIAA301 W. 1-1/4"DfAA301 24" 13360- AR f IF OCCURS) SIZE AND NUMBER FOR REEARS i < I I-I/A"DIAA301 1-1/4"DIA.A301 3,, 1113015. 3"CLEAR 0)i O VERTICAL REINFORCEMENT REBAR5 h.] "-24' PROVIDE-4*24"O.C.VERTICAL FlNtE�2 6STB20 20.1 SSTIl 121 32915. 1 NATURAL GRADE . ... IPLAN h>24" CALL ENGINEER SSTB34 16 4S00. .1 SO,SIZE Fill 9,ST534 21" ? f FOR WIDTH 0-)SUGGESTED HEIGHT gk."(VERIFY I All OF PAD 26.1 89T528 24. i MI USE-4 HOOP ISAR SEE PLANS 891634 21.1 SIST1528 24.. _j I` PROVIDE 311(MIN.)CONCRETE COVER FOR REEAR to- Itir •MIN.6"LARGER IN EACH DIRECTION MIN. THAN ARCHITECTURAL BOX OUT U.O.N. UON.ON PLANS -IF 3,MUDSILL 15 Ill PER Fl NOTES THEN LONGER AS.ARE REi ui- el MIN.LENGTH-2df;MIN.WIDTH TO MATCH FT'G. NOTE:SEE SOILS REPORT FOR$LAB TO FOOTING DOWELS IF REQUIRED > SIMP. STRONG WALL 18 SLAB STEP NON—BEARING '1 ISOLATED PAD (MONO POUR) 110 HOLDOWN _7 EXTERIOR FOOTING 13 2,PRESSURE TREATED CONCRETE SLAB(SEE PLANS) DOLIGLA6 FIR WITH F 2x STUD WALL -4-24"O.C. 5/8"DA.AM,MIN.T' V'x2`x3/I&`TH STIL.E '3 BAR NOSING(TYPICAL)r SEE FOUNDATION PLAN 3 1/2"CONCRETE SLAB EMBEDMENT INTO 111A$WERS,-ALL A.B. IS W. FOR SIZE AND NUMBER Flli POUR R15ER UJ14ERE Or-CUP r FOR RE-BARS -4 FOOTING DOWELS SEE FOUNDATION PLAN 121- AT 32"O.C. COLD FOR SIZE AND NUMBER OF NATURAL GRADE 24 'IF OCCUR", TEEL MARS IN FOOTING is, 24" -3 DOWELS•ID"O.C.O'c, Up ALT.BE CONCRETE SLAB c SEE PLAN) -4 TOP 4-4 BOTT, Fill fill CONIC.SLAB 14 TOP AND ' -4 BOTTOM 2_ (SEE PLANS) 30 DIA LAP MINIMUM �"� LIAL CIE I 'IFI H 11 ir A PLEAR MIN e IF OCCURS) 3"C:L COLD JOINT w ?7' 0 IT N/ —7 of j ssift, U! Wi ALSO SEE FOR ISOLATED PAD(MONO POUR)IF APPLICABLE JOE?PLANS I A. FOR WIDTH NATURAL GRADE SEE SGI FOR ALT.CONDITION MIN.3"CLR.COVER FOR REMAR FILL,PUDDLE AND TAMP C2021i III NOTE,SEE SOILS REPORT FOR SLAB TO FOOTING Ii IF REQUIRED —.4 OF C SLAB APRON DETAIL STE 1)PE D FOOTING 113. REINFORCED PAD SQUARE 9 INTERIOR FOOTING 6 EXTERIOR FOOTING TO PORCH -72 p(p-gp 3*V 4r, r4l $IMP50N WPAHD22 SHOULD BE MANUFACTURED FROM TYPE 316 CONCRETE SLAB PER PLANS COLD JOINT STAINLESS STEEL 4 TO BE USED -C, 45-MI FULL DEPTH JOINT STUD WALL MIN.4x4POST WITH STAINLESS STEEL NAILS. ii 2D yy PROVIDE A,(sil PLAN)LU DRIVEWAY kill POST f E.N R 3D FOR-2 TWRU-1 R 4D i ob TWRLI'11 SIMPSON Will GARAGE bi WOLDOLUN(SEE BAR$CONTINUOUS IN FOOTING Z A HOOK 4 BEND SEE FOUNDATION PLAN PLAN)SET PRIOR UNLESS OTHERWISE NOTEDMa SEALANT SAIUCUT OR TOOLED FOR 51ZE AND NUMBER ON TO CONCRETE POUR U)RE TIED TIGHTLY STEEL BAR$IN rl APPROVED JOINT 10 _�TCIR PER BEGIN i EMBED MIT ISSUANCE 3"CLR, AT THE TOP Or THE i&ASSOCIATES,INC. FIRST POUR AT TWO ALTERNATE SPLICES f+t POUR SYSTEM. L or v JI FI - 415 USE WPAD22-2P 6 -ic Z have b i Iceadherenc, COLD JOINT III TIUO POUR SYSTEM olrd,Oannt Authol 5 b Nei n is a r6bly gran I been U permit IF OCCURS) ?I IF MPAWD22 19 by It MLN.) CONCRETE PLANS. SPECIFIED. s DATE: 009 11 COLD JOINT 0;112101 41(2�-S MIN.; MASONRY FOR WIDTH y,# Of a Pei be!, of "pt(�pli of a sl DI -4-TOP 1!oglk Fill \\�, 0,M]l 11.1 It. 111 201 NOTES RESAl IF PROVIDE 3"(MIN.)CONCRETE MIN.(1)-4 BAR SEE Fill OB l P X 6'LONG a"\/IN WPAWD22 FOR WIDTH' n-4 BOTTOM ju FOR WIDTH REQUIRED PER COVER FOR FEBAR REFER TO MANI SPECS / CONTROL JOINTS SHALL BE INSTALLED PER Mill INSTRUCTIONS.IF NOT d FOUNDATION PLAN Mr ALT.AT AAT o7,Domil AwN BY: 11/2D INDICATED,INSTALL IN AS SQUARE A PATTERN AS POSSIBLE WITH lill MAX, h<1611 NO VERTICAL REINFORCEMENT REBARS FO COP..E.CONDITION- Tw"OUR COND. 41 C.ft I"MIN. h.1i PROVIDE•04•s 24-O.C.VERTICAL SCALE x2"'=.x M" -T �4 F1 11 IN X r M, 1,411,MAX.(RATIO) SPACING(100 SF). REFER TO SOILS REPORT III MAY SPECIFY SMALLER AREAS, h>24" CALL ENGINEER NOTE: _E5 BAR x S'LOW,-14OLDOUNS AT Ti POUR FOUNDATION SYSTEM(REFERENCE ONLY), PLOT DATE OFFSETS 4 SPLICES WHEN HD OR 14PA&ARE PRESENT:USE CENTERED-4 HOOP SEE STRUCTURAL-CALCULATION PACKET FOR HOLDOWN LOAD REDUCTION USE(23)-16.0 COMMON NAILS 111/141-Al CONDITION M A 11:3() 2001 L.�i W 41N. TYP. REINFORCING BARS 116`1 TYP. SLAB JOINTS (6LAISONGRAll 1121 GRADE BEAM Cw GARAGE 8 1 EXTERIOR FOOTING @0 GARAGE 5 1 HOLDOWN TO FOOTING SD_1 REVISIONS: BY STRAP(WERE CROSS l9't OCCURS) TYPICALINAILING NOTE: USE Od 6 BEAM OR JOISTS NAILS AT EVERT PLTUD.W. OF$IM I'1 SPA-35(USN) _-- -..-_ USE 2x PLYWOOD WTN EH R1'R7GTID SHEATHIN10"_ PLYUD.ICJOF SWTG SHT'Ca EN. ]x FASCIA D0414D6 OF$ALL LINE 4-3b CQJi •Q EN.AT PI.1'UI000 OEN 10d CC/'1'ICN 4T FLOOR PEIRFORdT10N (S GRADE END COND. AT WALL LBE SEE I UWORIZONTAL EDGES KG.BETWEEN TTdJS8E8 IEEE BELOW) AS NOTED ON PLANS ONB DES YD.TR189E9 BT (SEE ARCH.DETAILS) - a 5�'�__ OT 6"OC.R SPACING 3@'MNMIfT_- 3rtl NAIL _M__._Q OTHERS AT 74"OL. / RT 6"OO.R JOISTS RUN UBE Dd N41L AT ALL PEI�ORATI .EXTENT OF CS STRAP -ALT.INTERIOR COND. A-35 LOCATICN SAME BE: M4T'L,d4 BELOW W/ FROM{x BLK'G 10 ALIW-6PECIAL DES. Q \ SEE_"_AR WALL Kd AT 6.00. _ --- MIN IR"PLYWOOD W NAILING UAN. I TYPICAL) UPPER TOP PLATE SHEAR TRUSS W/ / 4>SLKG AT EXTENT--..-. _.. } SCHEM OR DIET. (UGH) -- 1 OF CS STRAP I - - E, 0 FOR SP4C'G__- _ SAME CQF*AS --- "� _u >--' Q - NT.TRU9EE8(STRIIGT K--BHEdR MAT'L.PER PLAN •BEARING COND.(SBEAM(WERE OCCURS) /--\- Fit- O/WALL DES. TOP RATE- MIN COMPOSITE PO 200 SIMPSOd C&-lbxl7'LOH__-__ > \ a 'P_ P F MIN ANE QI PLANS Q 9 8EE COM OSITE OPLAN •E/5 O W CEILING LINE -.__..___ \ `�- TYP EN.•POST _____ OR DETAILED _7X4.BE7LLEEN 9EG LOAD I[COF DEFOIRE T COND./IF NOTED CONNECTING ALKG - H - - TRUSSES W'MIN Ill"PLYY.D. 7X PGGTDACK TO TOP PLATE ALT.A-35F LOCATION RECEIVING NOLDOW -�- -_� (SEE PLANT BLOCKING -------- TOP CHIORD 1 TIDI•PLATE OFFSET SPECIAL \W/�NAILING 1-1 � Od O 111 ROOF NAILII ✓ INTERSECTION MUST EN 7x TRIMMER U.ON _-_.-_-_ -_._. BLEAR ELEMENT WE PL�5 WE PLAN STANDARD FOR ALL BEAM/LOAD BEARI M I- rT--" OR EXTERIOR INTERIOR CONDITION) © STUD OM WALL ACE_.. jpLD DOWN IEEE L /UL • 11" EIS INAIL9 E'S4'OL.IUGH) BUTT JOISTS(BEAM$)TO^RETHER LON.I ) tBEAM OR _ , _____ TW _-_- -_IF'�KR LAT)BETWEEN AR•O LOWER QSEE SCHEDULE FOR STRAP DESIGNATION. '1015T COI®. TOP PLATE- --- r 4 S 4 ANS USE ST-6224 UON./USE CAP7UONPOST I SEE PLAN)-- -- - PLAN IF REO'D) CAP I.WITH-16d COMMON NAILS FOR SPAGItG) --A-35 R BLOCK AENT1 CAP 7 WITHWdCOMMONOR I6dSINKER NAILS [� - -BC OFTR159 TOPLATENID !'BAR PANEL-.- - /- Is TOP OF SLAB. -..-_._ - MOSILL �.-_ LOWER RSS STRAP DEBKNATION 6GHEDULE CAP I l•) CAP T!•) EH l9EE NOTE BELOW/ - -- -- ----- INTERIOR CONDITION AALTERNd1E ALTERWITE TRUSS VENDOR IeEE PLAN)EN.47 - _ �� T TO PROVIDE ST 22�(T9 PER CONDITION) 17O ISO. _ 4>DLOCXING oNE SIDE }ST-6774 _._r 2570 - 2 i5-__ -OF WALL ONLY LOAD ROOF BEFORE CONNECTING ��' SPECIAL BLKG 1 a*_m236 __ ... 3a3m_-_j za5m _ I ro_roP PLATE. _ - MST-40 4460 _y 14S - 2 17,C67 ING •SEE NEAR WALL SCHEDULE AND DETAIL t=1 FOR A-35$PACING _ 50G'J$.__ 4670 NOTE:9MP.d-35 ARE NOT REQUIRED 4T THIS CCNDITiCN MINIMUM(l)•A-35 PER TRU86 BAY DRAG STRUT 122 DRAG STRUT / PLATE BREAK 117 SHEAR TRANSFER 1`' TYP. SHEAR PANEL � . 7 SHEAR TRANSFER 13 COUBLE LLYJT-TR100 2 ROWS OF (06 SEE NOES•O -U - MIN.Be CON.NAILS.b'OC / NAILING i FROM SHT'G TO TRUSS SEE[):J �, R -- --x .'40'. _.. STAGGER END JOINTS_.-._ ..JOIST-SEE PLANS I6d'i.W7)x 'M3' c�_ �_T- -�-t_� OF PLYUJOOp I FOR SIZE AND SPACING FLR COMSHT�1 NAILS O I STAGGERED 0"OC, LAP 4-'_ICE ALL MEMDERD- __ .. IW 4.d CO'T NAILS•6-OC. '\ = -4LT.LCC.O TC T 7Tr l TT-rl� - TYP.PLYWOOD SWEET BLKG OR RIM UAN-VEIRRM IW Tiauft FOR SHEAR TRANSFER FROM TOP CHORD OF _...- VBNDCR N WRTNG -�- ._.._ ` _ DRAG T SOLE PLATE / IB1SS TO ROOF 9HT'G.SEE DETAILS : ALTERNATE STRAP - • n'f1 Stl CO'T.NAILS.b•OG / AL SPLICE \ /j /I '.4, AS APPLICABLE Nt FROM eHTG TO TRUSS RUSH BEAMTM --J- N.d GG T9 NAILS peon THE ELEVATION `` rAB>B a,BT"af �pJ7�t - 12)-1&d',J62I x3y"-__.. --_ .. .590I BLK'G y) ... _ ROOF Si J? - TYPICAL--- J - _ NAILS -- • - WHERE WIDTH 6 De fEOY! BONDART--._ NAILA S-0' L OR RIM 2. ••fs• ±OCAS-CN TO THE DRAG STR1T. I SUPPORTED - SHEAR WALL ___ USE IR THE TOTAL NAILS PLAN •=SEE PLAN FOR TOTAL OF .. GRAN EDGE-_- '_- IrieD IN THE STRAP. --"- NAILS PER TOP PLATE SPLICE �. 2:BY r .- � -- r I"MIN _- •DIMPEON ST-612{ STRAP LOCATION•END OF d-35 _ TTeU99 VENDOR _ -_ TYP. STRAP .NEAR WALL MAY OCCUR MINIMUM$PAGING$ - o- 1--- aMWEIeE ALONG DOT.CHORD Ir-_777 _ \ __ .. _- �� CAP.36@pit P� TOP RATE OR LC 1R1W9' SEE PLANS FOR - d SPACING D$PAGING / �j _ _ - DROPPED DEM LOCATION -'--'-- Il// 1A\ _- lbaNAIL5 NOTES. nv DEARNG CONDITION(SEE RANI NUMBER Gf NAILS MAY REQUIRE TO MEELLA D PERPENDICULAR ..BLK'G.AT PLYWOOD -� / SEE FRAMING NOTES- FACE CARAINWBUPPORTED EDCf6 • LE RATE 4ttAGM`tENT QwP SSC FDULE FOR DTRAP OE9IGNATION. /� ---- TO J018T DIRECTION ONLY IF SPECPIf9 ON (I6d OR 5/B".LAG BCIEW' 6224 USN/UOE CAP]UAN. SEE I - I WHERE -GIRDER/DRKx TRJ99 BY OTHERS USE ONLY CON.NAILS FRAMING RAN9 - y GAP 1.WITW Yd CLFMON NAILS 'fa�D•�APPLICABLE (PREDRILL FOR LAG SCREWS) CAP 2.WITH I�CO TMON OR Wd SINKER NAILO ••USE I64 COMMON NAILS 3-Ill'LONG ONLY LErK TNB USE RE EDGE DISTANCE -* - / OR f'FEVAILRNG CODE •• - Ln .✓l Cal COM.NAILS O STRAP MESWNdTION SCHEDULE C4P I(•) CAP]!•) AID\ SPdG'G t `/FLR SWT'G TO O .g$TT 72��fT4 PER LOTDITiCN) I3Tp_. ISO IF ELEVATION OF TOP PLATE CHAJYaES,THEN SEE•-- - 4 SEE 1 { NOTE:SEE FRMNG PILPANEL I FOR PLYAND OODREQUIRED GRADE, % BLKG OR RIM FOR TOP IE SIZE CHANGES '6D�2t V'D-T/ TNIGKNE80.PANEL INDEX AND REQUIRED NAILING. 'HBT-60 - � SD00 Mi0 I DRAG STRUT STAGGR'D •v - ___...3'"r"PSL OR CONTIN.RIM P� 21 TOP PLATE SPLICE 16 SPECIAL DRAG TRUSS / HIP COND. 11 TYP. PLYWOOD SHT'G LAYOUT 6 ROWSW/MIN. /\ V OFFSET- ALTERNATE FLOOR BEM :SEE NOTES FOR D.S.RAN DES.TRUSS TO TRANSFER - _ SPECIAL DES.SHEAR �� STANDARDS ON SHY,BGN•II - -- A MIN.200 PLF BETWEEN _ TRUSS AL KNED O/ FULL DEPTH BLKG, THE TOP AND BST. SHEAR WALL(SEE PL-51 EN'RYWD BUILT-UP 49 REO'D l9imp A2 - LOWER LEVEL 81MP8OJ ST-672� CHORDS UON.ON RANG 15LK'G SEE ScHED. SHEAR WALL STRAP UON IEEE - RYWO.EDGE NAIL PER RANI____ __ _ \ r---- ) ~•�' '�.•. Ix CONT.NAILING PLATE TYP FORCE APPLIED I._.. SPEC.ALQG THE ENTIRE 2B' I• DOUBLE TOP PLATE-- - •� ♦ • . ♦1 -i' I-- CONY ALONG 7 TOP CHORD OF TRUSS ALT.DROPPED BM_ _ \ I - 7>KICKERS AS REO'D CHORD,16 FOR SHORT �pPED BEA.1 -{_yA' FOR ROOF RAFTER$ TERM LOADING --- \ 11 ALT.CONFG I L J ATTACHMENT SCHEDULE w (OR SINGLE 2>OR '�4- / 5PAN NOT EXCEED 9'-0' / T.�D-I WHETS OGG1R9 __ML DRAG -1 - As PE. ._ -. - __2x6 DF>z RAR.24"O.G.REAM BEARING __...__. -___.__- - 4VIV/SGAp-ON - E_ SPACING �A 35 - CqM� 1COND.(SEE RANI �- �- 1 SIDE GROW 7909E KNEDULEIDTH OF DS REO'S \ W OL.._ OL 315 I6d LOAM.NAILS FROM THE � � L OCAS-ON TO THE DRAG i M.T.SCISSOR TRUSS --- - STRUCTURAL TRUES `J� _ -- I SIDE - IRON NOTES! KICKERS TO BE- - - CONO.(BALLOON FRAME �', WITH DIAGONALS ` OG STRUT.USE-Ill THE TOTAL -"- ^ [nSBE SCHEDULE FOR STRAP DESICdNATION NAILS USED IN THE STRAP PLACED DIRECTLY ABOVE WALL BELOW TO THE BOT. ,I -.--.+__._.. DBL TOP © I 12SIDE 42-Tt'OURS 5q9 USE BT-6274 USN./USE CAP 3 UON ROOF TRUSS OR ROOF CHORD OF TR155) \ I PLATE /"O.G ERECTIVEI CAPE ST-62WITH Ibd COMMON NAILS RAFTER ------ APPLIED FORCE IEBIBTED CAP 7.WTH 10d COMMON AI Wd SINKER NAILS / -.- BY BOTTOM CHORD UPPER I K. OL. 4 OL 1x BLK'G- ADD VERY.MEMBERS 150 GAP 3 WITH 10d COMMON NAILS.EVERY OTHER NAIL / /. / AT GABLE END COND. SHEAR ELEMENT-_. _- i BOLE R1N.AILING - 2 SIDES 2 ROWS HOLE WHEN ATTACHNG ON POL OR MW BEM / NOTE5:I.GABLE END TPRI MUST MEET OR EXCEED THE INTERIOR 'WEE PLAN -__ • I -❑ !8 OC EFFECTIVE (2 OL EFFECTIVE) USE Tx KPH-ON WITH SINGLE Ix OR M• ROOF TRJv9 TOP CHORD (WHERE OGCUR01 i lSPN)SEE SCHEDULE TRUSS COF DURATION 1'A19T EXTEND PH ' FRNMDYF NOTES R OL 3 OC L D/5 ONLY. OR ROOF RAFTER ._ - .. i 1USE Od-6'OC IF 2 SIDES 7 ROWS 1000 O / T.TRUSS MER TO OESKiN-SOT.CHORD OF TRUSS FOR FROM TOPE TO UPPER SHEAR ELEMENT IS O (6"OL.EFFECTIVE- (IHl OO.EFFECi1vE1�_- OTRAP DE9KNAtICN SCHEDULE CAP I r GAP 1(•I CAP 9(•I T.200•FT x L IN TENSION AND COMPRESSION. M1D5ILL TWO - -EXTENDED TO ML RIM JOIST' -- bT-11 (T$PER GONDIIIONI 13T0. IIBQ_ _ -5T5-_ STRUCTURAL ROOF 9HT'G .... INTERRUPTION - d- r9T-6324_ _. __ _ -_- -_ 752€ y 21J5--.- .._I1055T 3.SEE TRUSS MFR SPECIFICATIONS FOR FINAL TRUSS DESIGN. TO I•UD81LL ♦� 9T•¢236 _ -_ 3410 ,.. 800 _ -I!40 I 10d.4"OO. DT-0• "$T_49 t. a46o- f 3145_ _ _1017_._ SPECIAL TRU$$ TINS EXCEPTIONS/ I __TO BLKYa -MST-60 -- DIDW 4O10 2433 DRAG STRUT 120 CAL. FRAMING 115 SPECIAL DRAG TRUSS 110 TJI RIM J016TOR SHEAR TRANSFER 12 I.. FJSACE NAILS SEE \ U0 SEE WALL PER SHEAR UAN.SEE MALL SCHEDULE _ -� I - f`- ��R PLYLLD RF.9HTY+ HIM.4B" * DETAILS DETAILUON S `Q ' JOIST SIMP90N A-35PLAN FOR (SEC -- - - (I)ST27 STRAP AT I_OR 7 r I OR 2� ALT. SEE A-35 OR A-35F I /EACH SIDE OF EACH TOP ra-35• NOT PERMITTED i PLATE/IE.4 TOTAL -7>SHAPED BLK'G �eD �8D1 9D>Z `9D� •TJI CONDITCOI i SCHEDULE P nL RIM JO16T ALT.WI'.24'OL, A9 FJNDIIPN) DOUBLE TOP PLATE - - I FACE NAILS MAY BE RYU100D I670F '\SEE FRAMINC4 PLAN FOR LENGTH REDUCED TO 6"OL. I OR ML BLK'G 19 USED SM'G EN. -- - / -Txb GULP FRAMEC 1M-• _ _.. OA NAILING FROM 9HT'G.TO 1- i RAFTERS.24'•OL. W/ML OR PSL RIM W/ i 1 tT-1 SWEAT.(BANE d9TADJ WALL)-� LOWER SHEAR ELEMENT __ ADD FULL DEPTH 7x BLK'G.(SEE SCHEDULE) _ f-- _ EXTENDED TO RIM PSL BLK'G1 TJI BLK'G) 2X BILK 6 CONTNIOUS HEADER •O JI I PARALLEL FLOOR JOIST CONDITION /�yN'�"• •I _ 16e.D"OO.FROM \ (SEE PLANS) - if;�T�• LOWER SHEAR I W/IFLud BLK'G L-L S 2x SHAPED ELK*TO \ 7x.FLAT BLKG /' ,.(21-Wtl Ed END EQUAL LENGTH ____._ �.--_.- SEE PLAN _ANCHOR BOLi9 RNR OR R/J \ / 'WHERE OCCURS) • I ROOF TRIES. i [J i -SEE FOUNDATION T _ 51MPSON ST-6236 STRAP$AT PLANS FOR$PAGING \ALT.2x RAT BLK'G. Kg GQUV •u / _- _ _ _ _ EACH SIDE OF EACH POST. -- _.._ ` / 4 I DEL.TOP PLATE ... 2,BLK'G UNDER EA.CALIF. DOUBLE PLYWOOD EDGE pJ I OR DROPPED dM.- I INSTEAD OF d-35 --'- FRAMED RAFTER MAY OMIT II STUD WALL --� NAILING AT HEADER - ---'--- _ -' --_- / 1 'I BLK'G IF TRUSS IS DIRECTLY l ,`�'> • ' r RYU.D.RF BHT'G. \ $USE 10d COMMON NAILS OR UNDER RAFTER POSTS(TO MATCH BEAM WIDTH) - --- - FOR SPACING.'E�� - - ---_ }F I6d SINKERS•BT STRAPS �/ s\'U�• lq OF Al.- DRAG CAPACITY•4600• IL 1x STUDS AT 16'OL ////�eee • \X/7n __ .. -. - -'7x FLAT BLK'G / SEE ALSO`� �' C- HEATH 1174LL WTH SIR1Ci.__ _--_.-- XP.D E 3-31 3 $ B❑M9TA30 STRAPS W/10e CON. F ELEVATION OF TOP PLYWOOD(SEE RANG FOR 617E / , ONAILING FROM OHY01.TO _TO REPLACE 9T21 PLATE CHANGE5.THEN SEE: 11- 4 SEE:e AND NAILING 1E411FEDI _ •• 7 7x BLKG.(SEE BCNEDULEI MAY 1 20�1 FAIN.GAP.5660s1 FOR TOP E SIZE CHANGES D• I/2'R ANCHOR BOLTS ..._.._.__ L 15EE PLANS FOR&PACBGI - -_ _ TWO BOLTS MNIMU I(7 EMBED INTO FIRST POUR) � /' -DEL.TOP PLATE TOP PI,ATF. TIE 19 CAL. FRAMING �C 14 CONTINUOUS HDR-BOX FRAME 9 TYP. SHEAR TRANSFER `i PLAN SPECFIEDSWEAR 1 BTAOKEDBLK'G -V ELEMENT(WHERE OCCURS' . 91MPSOJ MbTiS AS REO'D FOR C PLYWD fi'- G il TYP 4 PURGES-119E 1X FLAT MUST EXTEND TO TOP PLATE N Ibd NAILS AT 6"OC. - - - BLK'G 01N.7%6)MIN.3 BAYS (4)PLACES IF 5 USED CONTIN.PATH COMMON NAILS AT 6"OC. U.ON.OR A9 APPLICABLE AT E/5 WALL. PROVIDE ALL GASES/TYP. m II EDC,E5 4 so_:;:ARIES,AT Q <41 MbTI}B ON EdGW CCNi.2X FLAT IN VALLEY - - --I 'I •._...../ `.. .._ UBE 4%BLK'G.IF 19116ED RTUD.ROOF 9HT'G - -- TI I 12"OL.N THE FIELD AT Eh OF W4LL FADE OF WALL(a To1au ` NAILING SCHEDULE -2 6 TOP PLATES _ - -_ + EDGE DISTANCE PER :\y w W 1 APPROVED ti ROOF 9HTYa - 1 PREVAILING CODE d 35 04 I6d CAPACITY (� Dtlb4.OL \ �-- GALIFORNIA FRAMING 3/8"MIN. i .� IF 1 ba OG 6 CC _{D or._____1 84"it___ FOR PERMITTSSUAN W -- - SMPSON 4T6236 \ PLYUD.BOUDART- --- -\ -__.1 SIMP.A-34 - - - -} - a - CO FAZEKAS&ASSOCIA S 1 LOWER BLOCK - - 46 OO. 6 OL; 8 O.0 113 I ALT.BA+'B TYP.SHEAR__ NAILING / •40.OC. 32 O.C. {6 OL_._ I6 OG W9/t-_ C N.E 31 . 2x4 TOP PLATES WALL ELEMENT / -HEADER' $OTT.CHORD 4 24.O.C._y 4 OC_ b OL 775 NF --P I (SEE PLANS) TO MOP E USE DOUBLE EPEE Ix STARTER---- -- 16 OL. 3 OL_ }3 IR OO.g 3 4ft DAT -__ NAILING FROMQ• BOARD tl OC 7 3 4°O C. 3 112 CQ'ITfrgS$Q}JMDS av¢been lP.vi¢W¢d}O! ALT.BACK -} t'- _ TOHEADER BLK'G , 1 S O.G. 340E 7111 ST! C des Bad ordinanC Authorization i5 L] ' NAILING W/O 1 IF APPLICABLE / /� AND TO SILL - / _ - COI'T��' -- I C - LOVER BLOCK 1-.� \. pLK'G,MDR - `- J - -7x TRIMMER \ 6"OL. I N OL. 13/A'COMt r nit d t0 i83U¢ a bulldin ermlt pending 8d ER BLO STRAPS 7%BLK'G. -_--_ QEH; I \� TX ROOF RAFTER approval by all applicable City agenci DATE NAILB•6"OL. OR TRUSSES O! granting a P O4 -USE ONLY COMMON NAILS n 1 iru D,S/OI �\ T ,ypp r' 9 o} BUMP.A-35 SEE USE BOX SINKER OR COMMON(COMTI1FaCTii'CC SWEA/e-WALL SCHEDULE 6 Ih a pl ns 1 II ^ T SHEAR MAIL. I OR/ 1 P ^ IM 61MPSGN MBTI48 W/10d SEE RMISi _ _ • I t- ).❑FOR 6PACING FOR CASES OF 74"OL.OR CHEATER IPACNYa ann 0 ^Y v I ' \ ,&"AR PANEL ELEMENT.__..__� 1 - _.. COMMON ST16d I e�p3, RUSE TO REPLACE D-®ONLY I r H . Ord C. Nc .t p -81f�d9TI q-,,R PLAN VIEuI `.- SINKERS TYP. ____.4DT.LOCATION OF '.I - cT ,hC!' nrNTA. ABOVE HDR AND BELOW BILL CONTDAlOUB PATH-BLOCKING MUST�• �,,�. SCALE: \ \ ELFJMENTBUONJ/9WEAR SILL I ALTERNATE BOTTOM OF SHEATHING TO TOP PLATE/rGl SEE 1 8WE4R MdT'L t 2X GONTN (2).7X W/16d-0T 4"OL.) SEE VD(/./7 PWT DA?E 2R6/DI .E TOW.b IF HEADER BROKEN VIA INTERMEDIATE POST-USE NAP.MSTI48 �D7 4 �D-] ROOF TRUSS,TOP AMID FROM HEADER i0 HEADER 9/4�,] /1( j SHEET_ BOTTOM CAOFID6 A I^.;;3 1 [^ Q` TOP PLATE SPLICE III CAL. FRAMING s 13 SPECIAL SHEAR PANEL 8 STARTER BOARD � 1 4 SHEAR TRANSFER 1 S�-� Imd NAILS A7 6.OL. REVISIONS: BY •CS -...._-...__......., _...._-.__RTUq ____ I"FootN POST AILS.3"O.C.•CM6T ROOF d-IT'G WOOD DEAF)OR-.. _ INSTALL DESIGNATED CS STRAP __ 35 MULTI J016T ` CONTINUOUS _ r PROM 9N7'GTWE % TOP TRAP MFG.TRJ99 __...-.-.. �^OVER PLY-SHE dR ELEMENT •glT•IPSOJ d- / u W 19d CCI9.NAILS -' (A)PLACES PANEL J CONDITION OO-E PLATE ,•, � ,{/ PER DETAIL�KIG 5D• -__-. DRAG Trd)65 -..FLOOR 6WT'G • _l -_ SOLE PLATE NAILING 7 •EXTENT OF 1 SWEAR WALL DGWED.4 -/ STRAP 0\ - 1,\ 141•A•S5•E9'' 1.� PLAN IMATL Wd NAILS(1 PLACES)-JSWEAR' -` (71 AT EA.NDR TO POSTr ENBEE.(MIN.led COMM.•S'O.C.) / •C/6 E(6)A-35 TCTAIJ I PER FLOOR 5MTG-SEE PLAN 2X OLKG DEL.TOP PLATE 4,KILL WEIGHT POST FLOOR P'LENEV"I (4)- (SEE PLANS)W/KING STUD AT 6DE20F WDR ---- /'FLOOR SWIG2 EACW 61ME I IF RED'D.FOR N -""-'_"''-" / FILLER)(NOT$WOIN) m J_..._. 2.WMDpI✓-TRIMMERS SIMPSON(OR USE S71A•IP." w-22 TRAP E/S-.. c.. ----_-(--- -76 ./ WINDOW OR DOCK OPENING _.__ ` TIES EACH SISTOM NAILS E - PERFORATION / lid•4"O.C. (I NO Room USE HNIC OR EG 14ANGER9 _I__-_--_ I _- TO POST) SIMP.CS/CMST(SEE SCWE .1--- ,� SIMPSON DC WALE RASE. .-._... � VERY OTHER 'I'YL __...DDL.CRIPPLES (7/-SIMPSOI AMUSE' I SUPPORT 13p.• J BEHIND STRAP FT IF 9PEC'D.AT _^.y�_MAX.rYF-, CONDITION""' r 6(7'•CM87--ff RONDATION LEVEL ------- ------- fI ILL ALL WOLE6 (BEE PLANS' .. MMT UBE Pb DESIGNATED DES STRAP L MIN, CAP M1D61LL 15 NOT CONTIN. - SOLE PL Oi MJDSILL Ix PULL DEPTH DLKG _ -I_- ` FLOOR lO6T DESIGNATION') SMP.STRAP- LENGTw 61MP9ON C6 U C515 Im" 11T B• •E/B CP P08T ..- I •uAN SEE PLAN FOR STRAP•E/S �_ ` POST IN U�IAb - / ALT.4x4 DLKG Oft OR ❑A C8•W W WINATE LENGTH, L• AD•E/9•FOJND EVEL OR I•S/4"M•L I OF wEACER W/ HEADER G916 17' '1 (WITH TJI F/J) _L�ll 6HEAR WALL BELOW• .,_......_ __ .... .._..._. _ ..USE O UAN. IBd COd.NAILS •NAT REQUIRED WITH WIUC CONDITION USE ONLY FULL DEPTH II O "T-IC Is UK I.COMMON NAIL6 OF REOS TO INEADE K9 TOTFN,DAR NAILING •USE Sh PULL DEPTH PSL OR 4.4 W/SWEAR WALL ABOVE CONDIT. NOT RED xo.n - O- CMBT•I2 ._7]-_. USE E,a COMMON NAILS BEAM HOLDOWN 47 FULL HEIGHT POST 42 BEAM TO POST 37 SHEAR TRANSFER y 32 DRAG STRUT 127 SMEAR MAT'L -.. DOLE TJI or - ENT PLT�LD.Q( SWT G IBa NAILS - - pLrW ROLE 9'-ITG If ADD I- PLAN) SEE PLAN GI E E 1 TRU99-R PLAN ` EXTENT a U ) BEE RANG ..-. • ML I SERRI9L NENGTNL h \ 1 GIRDER TRUSS OR .. PLYUC.RF.SWT'G.ON--I ... .. A•35 SEE PLANS r' PObr SWEAR EL . 3v STUD .._ CALIF FgT EX 3"O.0• i t LD NOTED Y PLTWD.RF SWT'G. f FOR SPACING FROM ROOF SWT'G Malt / (Q PANEL BILK l/�-,3.,��\) I64 SOLE PLATE-- - OF CANT. F NOTED .G �.r._PER DETAIL 'C'1 NAILING.SEE SWEAR FLOOR SWT'G. -TO'22 E/8 TO BLK'G •EXTENT OF WALL SOWED,FOR / W/I6d CCM.NAILS L r. STRAP / SPACING ON, ll� ELEMEN7 EN _ -J E PLAN - ...-' `. 6IMP.CMBT-14-: - ' RYwD.R•.OWIi'G ON. • ._... .. x 60"W IBd • POST •("T CONDIT. / COMM,NAIL6 e EN. A•3-3•17.CO. C Q 91MP60N C5/CMS?l9EE 6GWED.) 1 I • `I • '="-+ COMER CONDITION 7 PLACES Q N.. ... nlp.ROOF 6WT'G. USE IIh WIDE PERFORATION FORATI�EVERr OTHER WON - 1 CJ C- • SWEAR ELEMENT_--.-_ 3Y STUD CONDITIQN * I E / BLK'G i OF STRAP/ _.-_ I SEE RAN `\\ WOLD DOWN (I/•EISUSE MIN.SWEAR-.._. 1 / ALT.USE SIMP.WB OR I / '"---...-. USE Wd•CS STRAP AND Kd•RATI STRAP•EACH 16.1.YIR"OL. \ "' F NOTED HIb-1 PRIOR TO bWT'G I PANEL UAN. PERFORATION TO TOP PLATE FORA (4)•TS-22 E/6 . ._� �\ '1" ....._.... .-_.. OR OM W/Kd COM,NAILS -SEARING AL7.LOG.OF Zv STUD(MIN/ DDL TOP RATE L�N' .. ._._....n �-- �„if 6 - r-O'ID, r BEAM OWN ELEMENT ' be •CMBT -- AR WALL MATERIAL ..._. - II SEE RAN © ..... -a POST ROOF R OR TRU66 Ffl:L ALL HOLES C.O •BEARING COLD. _.' L.� E. ... MSE OR POST ... G/>NIT.TO TOP OF _ l9EE AN9! DLKG AT EXTERIOR COND. 7 'I \-. 6"CO. DESIGNATION IMPSON STRAP)LENGTH• UON,SEE PLY)FOR •IF COMAaNED WITHIN 51EARWALL NDE u / ' )I v 7,TUD(MINI r� BEAM SUPPORT _ \�� I6d AT A Op•16 16' SWEAR ELEMENT r y, GUDN REATER LP LAN R SEE RAN 7 MIN 7 UON. 2X BLK'G r. (ACTUAL) ..USE UAN. EN.TO POST(SEE RAN FOR • ) i � L-_---- p CMBT-Ia B' -,_ Kd•7-IR'OL. ALTERNATE LOCATION APPROVED HANGERS WWU IIGR STAG'R'G OF SWEAR ELEMENT 'WRAP STRAPS OVER TOP OF TIW56 TOP CHORD AS REO'D. NOT SHOWN •r.Au G __..CMBT-17.-. 22,..-. ALT.CONDITION PLAN VIEW SEE PLAN SHEAR TRANSFER �•• 46 HOLDOWN w•41 TRUSS TO POST 3f SHEAR TRANSFER 31 DRAG STRUT 2Et n PANEL 0I G OF STRAP 61MP.C0/CMST,SEE SCWO' EN.PER PER DETAIL x�!. wl 00 COMMON NAI1_6 EVERY OTWER FION I USE I PSON$TTOP 4 RYUD ROOF bWTG. /RF dNT'G E _� UAN.OVER 4x POST OR 111-7x FLA7 II i I I•L GTE BRA / CALIF.FRAMING ARE♦ c: LTU,p (71.51MPSCN ST-6236„ I STUDS.SPIKE WITW Ibd ..._.-, (PLATE MAY BE SLOPED) ' Per=ROOF 5MTG. I r_I. II I CROPPED BEAM ®' I EACH SIDE TO BEAM \ I " NAIL•8"CC.•EACW EDGE L SEE PLANS) / SPECIAL DE412'1 f (SEE BANS) __. _ 2 X FLAT BLK'G. BELOW.(ALT.4-T8271 i ..� I I I I GIRDER?BUSS TO pE /� �� SIIE I I I - NORIRYJE 14R ISWTti. Iy" - 2X DLKG• - ----- FROM ui T._ PLYWOOD FLOOR ' _-- OL. 16dLNAIR fl E9 ..' 1/ CHORDT(BEE RANG _-- MqE TRUSS DHEATHRKs .... ._ r ,WJ 5,6 L RAN9 FOR SIZE AND .... __..__ .- _ -- k FOR LOAD RED.)SEE�® R7.^f OR FLOOR TRUSS DOT GIORD OR F 2x ROOF JO18T BEE 1 S � _ WAN3FRb INOT SNOL11 / L' J SPACING POST - ry PER M.4JF.FROM / • " TRUSSES T?GIRDER 71W1 U b `EARC. SIMPSCN BTCT CLIPo ---- - +- - D. IL m 1 A7 EA ROOF MEMBER-. - - »! ./ \ - T- ( 3 \ - SCISSOR OR FLAT -� IR'CLEAR-...._1 ° \I/ BOTTOM Tws9 (VERIFY W/ \ SINGLE 7%TOP RATE- RATE WEIGN7 CHANGE I I M BLOCKING 0 RATE �// \.-_.- 8R'T.A•35'S AT 74"O.C. -'--"SWEAR WKL MAT'L CONT. { TRUSS MFR1 GONDI710N-VARIES I_....._ WHERE STACKED DLKG. ---- -,- (SEE PLAN) - - WEIGHT G TO I5 CONDITION I6d C(7M.•4.OL.UAN- E TOP BLK'G AT \ NON•BEdRING WdLL - - - EN.9M7'G 70 BLKG OCCURS(MIN(I)-A-S5 --_ J- - EXTERIOR CONDITION. ATTACH STRAP TO BOTTOM KING STUDS EACW F EXTENT OF STRAP AT EA STACKED OLK UAN.) 2%FLOOR JOI6TS--"'\` OF BEN')IF REQUIRED -'(�+ SIDE OF POST -- - - ---_'- C6.16.V LOW BOTTOM BOTTOM TO DESIGNATION SIMP STRAP LENGTW OR TJI(609 ' RAN) / -- CENTER•POST -- ET --_-' I6d GO'7.NAILS AT 4"OL.UAN. N EACW SIDE MULTI FLOOR -_- / Bd NAIL 0 3rd WOLES ,--CB-16 K' J019M OR SEAM •LLON.SEE RAN FOR -.. .. 2x FULL-WEIGHT OR ... ©..._ CM9T.la._.._ r'-. GREATER LENGTH,'L• ' ,USE PLYWOOD FILL NOTE.USE PLYWOOD 1 LARGER EACH SIDE-L BEAM STACKED BLOCKING AT TJI T'AILTI-JOIST GOND.1 WHERE POST 10 LARGER.(IE.GLU-LAM COND.) -... ...-.-_ _ C_ ....-... ....2 c CMST-n 2r HOLDOWN THRU. FLOOR '145 NON-BEARING WALL »40 REAM TO POST CONN• 35 SHEAR TRANSFER y 30 DRAG STRUT '5 PLYWOOD SHEATHING USE Oo,•C5 STRAP EQUALLY 5WM SMALLER BM r -PLYWD.EN12d _ .._. .MIN SEE RAN' k5tl 9^ - / TRJ95 OR 1X G/JNT. W/®CANTON NAILS '\ AND EA F GM9T STRAP )• AT E/S A9 REQ'D TO MATCw SIMP CBYCM O(BEE BOWED. TOE PERFORATION DM WDTHS WHERE DIFFERENT Ia., ML EVERY OTHER PERFORATION - • OL.6WT'G TO DLKG i Iu. U6E (UON./ FLOOR JOISTS OR... I\I •�. • \ - EN. %-- I6d AT a•OC. H7a 6'OL CS ..1 91 SPECIFIED 6T ... - BEAM IEEE PLANS/ RYUA 9NT'G. / IBd•3'h'OL 9TAGD•CM6T I IF SPECIFIED SIMP.T6-S • \ \ \ T0'•CMBT 1 BEAM OR POST ABOVE \ ......- - ..-.-... PLYup.RF.BNTG. .. . POST 'SCE PLAN9r ��- f -� Iv OR TJI D/J)BEE PLAN) •4p"OL. FOR TWE Or- OF STRAP CONPIT. POST OR KING POST -. �c _ (4hBA`1PBON T8•I2' ""1 91MP90N"T"STRAP ( FROM 9MiIG TO DLKG L STRAPS(2)AT E/8 1 AT EACH SIDE OF BEAM .. QEN.TO DLKG. ` t�4mtts. / Y �\ /- LOWER BEAM'SEE PLANI T-- F 2,FLAT t / - . DLK G (iE SUPPORT BEAM r „I,. o •,., i /' 7X BLKG •N"O.C. N y Y AT EACH SIDEMPSON"I" TOF 95 - __ - I SERIES OR ALT.STRAP LOCATION �• SEE. W/POST TJI DLKG I �I - BLK'G W Ipd NAILS t"OC. 2X STUD WALL OPEN BEAM END CONC. ._---' J ✓ \ FLOOR TRUSSES OR END WALL- o AT LEVEL EELGW --- _ -- - f Q SERIES DLKG --_._ 5LK • • o_ ` POST D (6EE PLANT I /,' ST•77•45'OL SWEAR ELEMENT ... ( OR RING OND'G PER FFC.-. -. _. ��! ..._...��•ffE•�C`�O • • c6EE PLAN)--.... .. 'rt LLBEARING WALLNERE OCCURS __// Lr IpEE PLANS) ... •.... • _._ALT.LOCATION OF (� f'I ._...L_.- SWEAR ELEMENT BE OR MULTI JOIST(6Ee PLAN)......_...._. .. QM.P.DATE 3•J1.0 AT crier coNDlnoN, BLK'G SHALL DE EITHER. NOTE:-USE 12n"T"OR^L"LION., Q L DESIGNATION' SIMP.61RAP LeNG7M• NAIL6 N DOL.LINE OF TJI " 1 P 2nn1 -IF BEAM SUPPORT$FLOOR LOADS USE WT OR WL PER CONDITION. I.LION.USE 1 MIN FROM 2x I LK'G A CS•I6 12' IBd 2) OL WIDE TJI 1 :IF WT OR WL ARE SPECIFIED USE MACHINE DOLTS ONLY. TO FLOOR LEVEL -._-.t..CMBT•N ... _.IB...---.. _._.nd _.. OR5 V1, WIDE P&L CMBi-t7 21' - TTd HOLDOWN JOIST 44 POST TO BEAM CONNECTION 39 SHEAR TRANSFER 34 SHEAR TRANSFER 29 UKAG STRUT24 x A ADD IZ LENIGTH __ UAN' J -ROOF b 0 BN. FROM OC FOR EXTENT FLOOR 1-5 G 4v POST PLYWOOD S.:.3 C9MT STRAP 7 SIMP 6 S(ALT. 1•t0'OG. SWTIG TO DLKG L .......'i, BOLE RATE I (TINSS TO STUD) I PILL OV"W=SERIE6 IBd AT 6"OC. _ "'-- OK TO TWIST 90' f ERIE9 OR OPEN WEB K'G PER FLOOR 7 ._. _.. FLOOR TRU96E8 FFYa EXTENT OF STRAP �2{• T-'-'7 2x P/,!-OR -' SWEAR MATERIAL 6� 9MEATHRJC. TO ACCOMODATE .', TJI F/J f SEE RAIp JI � - PLYWOOD SWIT'G.OR NAIL - DBL TOP f-- .. I I SPACED DECKING ROOF 64TG ,�_.. RATE OR TOP _... - .. 5A KAS&ASSOCI �(�gg� APPROVED �Fn S �O'D KING POST �� I I 1x DO-ALT.TJI D/J r ROOF MONO-TRJSSE6 L4, / r SAT.GG7�'yy ISSUANC U�ay H - pQ EN. -.-.._.__.. btkC 4C A' (ELOPE MIN.1/4^:1 FIT) DE EITHER. p OR POST_-.__ / \ 1 ...-.. r [; - U DEL.LINE OF TJI ..... 4 X '- r-"uAOELI- DATE _M 1 61MP9GN 57-22' LION. / I 1 2.DLKG - n<P. IBA SNiWWIDEH/p+OviP.Wed for a erence 10 1he EACH SIDE UAN. �L CONTINUOUS BEAM OR IWOR1i1 nNcanle codes and ordinano6. )h 2,STUDS KING F'081 \ 'IL �- ALTERNATE END OOND. SIMP.Cb/CMST(SEE - hnnz" %WC Sm,.P.(a building orization is ... V p )SEE mLms) _.7 I [� SOWED.,W led EVERT _a- , r / OR POST I �.• 3Nd PERFORATION/U6E f 1pro 11A111sp. ncies. Q'� - 4e°LGNG GpR• I r.... (Ey UAri1 ihn PL..TT��¢¢ DES. STRAP IL MIK GAP E/9 POST ASV.TO PEI�ORATICN TO TOP dYEa OV6/61 A G91B IV" 17Tm• POST BELOW U.oA- I _ A 2,1 •V OA.d TOP PL OR DROP'D BM -- M n I'PF{tL'L,'8'Nr27f Pe J ' •1•BL.To nT n •SM rD- C916 12 165m' ST OR T6.27 -� x, �. 1�a"DOEN•IGR,*dTPO4 MONO WORK DLKGd 60 •�M19T F4 !I .L'�L G 'r 1 nl I' CA J I 6d AT S"CO.OL. txp LEDGER W(!)-Wd 70 EA STUD Sm •ce TO '-- U GMST•14 34" 6195' I •4p'OL. I�I UAN. o,O.C.TO WORK DLKG ---- KT.R Ea DESIGNATED -TIT- p� CMBT-12 a9" lT3m' I BEARING CONDITION I IiIL TR158E0p"VO 5 IMP90rJ -.4x POST I _ l --2X DLKG.OR SIN.LEDGER M D01'r.CWOI®FOR __.__.-ALT."AR MATT_ ^ ROT pA7E POST BELOW - I I DESIGNATION BIM+.STRAP LENGTH• ' d'I/CM9T STRAP WHERE OCCURS DOTT CHORD BRIG TRADES EEMND TRUSSES c,IBd COST.NAILS I I rBEE PLAN) M•L DLKG•TJI COND. LOUTICK CONTINUOUS \l.l CMIRI W MANUFACTURER C-0-K �' K 30 �IJ�T ]Ru01 1 p L (T5.27 PER CONDITION Q _ -._ ._ _._ ®UAN.SEE PLAN" SSW ET, NOTE, EDGE!NAIL SWEAR WALL MATT_TO POSTS U-- .. WN.USE 1 MRl FROM 2.DLKG -- ... GREATER LEAK7W-L- 4T UPPER AND LOWER LEVEL. �Q'107_Q _._�2,.-. ^ .,. ^.� TO PLOOR LEVEL D_ HOLDOWN43 POST TO BEAM CONNECTION 38 SHEAR TRANSFER ® DEPRESS 33 SHEAR TRANSFER 28 DRAG STRUT 23 V - ..PLYWD.E.N. �. r PLvsious sr PLYWID.FF. -" SEE PLAN 29 BN.._.. __ • N' TO SOLE RPH CONTIN.TOP ItD- 1/2"TW SHEAR ELEMENT - NAILED AS Q U.O.N. / BN 2.BALLOON FRAMED LOWER WALL(Oft)SEE PLAN---- - PLYUID.!@F.9HT'G. LOWER Imo.SHt'G r UPPERT'G- • N. 2x BLK _._. 200•/FT.'--STRUCTURA -- TJITRUSS(MIN. \ DES.WOOD FLOORCAPACITY. .U.ON) TRUSS- -- JOIST Ibd•12"O.C. 16d COM.N -1-- J \ TRUSS BOTTOM-` AFTER ROOF b"O.C. CHORD 19 LOADED - •---TRUSS OR 2X CONT. Ibd•b"O.C. 2x BLK'G FRAMER TO OBTAIN LLRITTEN PROOF•911BMIT TO GCI AggOC.INC -., ,r'l iRU$6 vENDOR TO AFPROVE THE U6E OF PLYWOOD ON TRUg9 IN WRITING FOR ADD. SEE PLAN- -- » ; INFO 5 U �f i NOT SHOWN SEE - - SHEAR TRANSFER ati1 SHEAR TRANSFER 157 TRUSS/VI FLOOR .JOIST 152 :-2.CONT. TOP OF WALL BEAM A9 vER vLAN MIN®�2 I TOP PLATES FASTENERS A9 PER PLYWD.ROOF SHT'G.- '- U.ON FaD- D•� SIMPSON CATALOG \ ` C ip IT, I 2X LEDGER (2)- \ ST•6224 PER.;coa if Ibd TO EA.STUD •CORNER ad b 8"O.C. BM.TO BM. 16d AT 3"O.C.AT (-I <, r MMPSON STRONG WALL \LEDGER TO 2X BLK'G. L:-_ I / AS PER PLAN 6 I I I / O OO x EN.PER SHEAR- / SIMP.CCC - SIMP.!CC HOLDOWN(TYP.) WALL$CHED. WHERE OCCURS BEAM O/SIMPSON MUD9ILL ANCHORS XEN. 8 E.N. \-'Ibd AT 3"O.G. STRONG WALL AS PER SIMPSON POST AS PER PLAN (SEE PLAN) MIN_I,,'" CATALOG AT END9 SHEAR MAT'L I 3X CEILING JOISTS OF rT•G _ PER PLANS •Ib"O.C.W/ FHOLE E FRAMED FOR SHEAR MAT'L ELAN VIEW w.1 % PER PLANS O - PATIO-BEAM POST CONNECTI-ON 166 CORNER BEAM STRAY 161 SIMP. STRONG-WALL (STANDARD)- 156 SHEAR TRANSFER 151 , n 1/2 L. MIN.®(�'g 7'2Y�pI�/\ TOP PLATESPLATES S�-.. �•/ 2,6 PAD BLOCKING FULL - rLI U.ON. \D/ l WHERE OCCURS Q LENGTH OF STRAP r PER CONDIT. --0 P9ET DRAG TRUSS Ed AT -. I ad CONCAIL9 A•86•16"O:C. __ 29 TOP E oa eM....- .'A SEE PLAN, ALTERNATING NAIL r * TOP OF WALL DRAG STRAP- - J PERFORATIONS I 'PD�� FASTENERS AS PER 'SEE PLAN) OF LENGTHC$III II - 4e BLK'G 2,BLK'G- t - SIMPSON CATALOG I L"30'MIN U.ON. FLOOR SHT'G �' —1 I I•a SEE PLANS AS PER PLAN I' A l 1 1 WD TRUSSES I 2"9TUp9 SIMPSON gTROIY,WALL TOP R OR BM.-I ..-.DRAG arRIJTRRIaD ,SEE PLAN)- 1 I. MST-31 STRAP (SHEAR PANED OR BM.lel PLAN' • �.,! W/LOCI COM.NAILS 49 PER PLAN .�.. ..-._._. j' TYP.•EA END - CS•E/S led C.NAILS--' -- PRE•ATTACHED - OF WALL b$"O.C. 14OLD011N(TYP.) PLAN VIEW L...J SHEAR PANEL MUDSILL ANCFIOR9 (SEE PLAN)PROVI 2.0 PAD- E DE N TO 4.BLOCKING A9 PER 91MP9RJ a5 r C}TALOG G'r2)-2xb DRAG TR1SS-- / BLK'G `I \® -TJI BLK'G - r MIN. w •2 Afi ENDS W/l Tre:TOTAL•O• CSIb TWIST - / _ ��FTG !�NAILS AT THE SPEGF ED (IT STU EE PLLAN! fl' A A 4 A M DRAG STRAP•1 PLACES ¢OF STRAP LENGTH u INSTALLED PR09RE991VELY SECTION A. PER DETAIL — DRAG STRUT 165 SHEAR TRANSFER 160 SIMP. STRONG WALL PORTAL 155 OFFSET @ DRAG STRUT 50 P•a ML locib 3"O.C. - PLYW'D SHT'G. 2 ROWS OF (MIN.SEE PLAN' - I SHT'G TO BLK'G 1.031, 0 COM.NAILS BEAM- TYPICAL NAILING NOTE: �L YWD SWT'G.- I EN. PER PLAN-- 5'y P9L BM i'� •3"O.C. 8d COMMON AT ROOF- % I LOCI COMMON AT FLOOR - raa 2x D/J(SEE PLAN) AT 6"O.C.ALONG RUN 2x'BLK'G 48"O.C. OF BEAM OR JOISTS HIP BEAM -\ OR TIGHTER SPACING (SEE PLAW1 ?1y� 1 [- o o o o _ A$NOTED ON PLANS. pft� Oq(q�f Z % 1 ` (TYPICAL) '1C 1 - HD A9 PER SCHEDULE'/ - ---DRAG STRUT C2j211 >o- A-3-3 F- A-35 F ^ BELOW/PLAN - •R PER PLAN(TYP.) s a"Oc. ... b all O.C. �/ ,,.=: , (MIN.2.6.9 WIDE PSL) rv-s1MP9cN sT.le--. it C 2,BLK'G OR P.x ML P PE T OF POST AJF�O TJI BLK'G - IJJ' W)16d NAILS a 4"O.C. HOLDOWN DESIGNATION SCHEDULE AT TJI-F/J r^ t (SEE PLAN!- J ' - M 44OLDOUJN TYPE CAPACITY EX DATE 8-31-03 Fin $T-22 b 49"O.0 SEE PLANSI AY 10 2001 ' I HD2A 2565• Mae OR vo9T - - J` BEARING WALL /,, L1 ...... ._... ... ..._......._. . .... WHERE OCCURS------� .__--. HDSA 30SS 'ALIGN D/J W/STRAP• 4 HDSA 5415 PERP COND. aT-See SHEAR 'TRANSFER 64 SHEAR TRANSFER 59 DRAG STRUT 54 HIP BEAM CONNECTION 149 VAR,ES PITCH 11 \ .LPPER"AR MAT'L CONC,SLAB(SEE PL AN1- APPROVED1641 a �' 3"•PC SOLE PLATE NAILING -- - -- (4)-Ibd SIMP a•34 E/9 FOR to ISSUANCE �' .. _ ___._, ..✓< SEE NOTE BELOW/ -SHT'G EN.PER PLAN 2 PLACES-- ^.. pe G j ._. SC07T iAZEKAS&ASSOCIATES,INC. r`3 E . a t t-"F ?� .- - --Y ,-� �. HlADEIPoSEE PLANS-... S& __ --�—...—_DATE 0 SS R a (- rS'= {N.PER WDER Q TI-le planS have been reviewed for adherent t aw" I rehle code/and ordinance. Aut horiz t -- granted)to issue a building permit riding 11 -- PLYWOOD SPLICE nnnrov.il n all 9 MAX.DEPTH OF ° U Q Y + plloable City agencies. BEVEL NOTCH 1 -EX-PER LOWER -( I .__- (SEE PLANS) r----- rant,nq of a permit be R- , °1 41 FLUSH BEAM CONT.SOLID RIM JOIST ._ "• nl rill"^ Inns shall ove/01 o not be coital r (2 X MICROLAM.•tcJ . / I��y vinlnrinn of the !�� •FLOOR LEVEL -.PLANS FOR RlO'D .rc11na I No I•.,,,•I nresu marl I zmolseb n DELL TOP PLATE- \ ••al.l r;,'Iel:� Ile 1�r.vls�nns 1 Dw1w eT: 3 T14RU BAR " I I f ___.,� •cALe CA x T"LONG...�' /, _..._.. I a .MAX.6.'3 I..O N. 4 SIMP,A-34 NTA L2.TRIMr1ER SEE PLANS 1 C2001 PLLor DArB NOTE:T49$OLE PLATE NAILING SUPERCEDES ALL OTHER ,S��{1 t t)f )��1� oNEET, rns/ml 12"•GONG.PIER-- SOLE PLATE NAILING IF DETAIL S COMPLIED WITH ]_FULL HEIGHT POST j�l )l I(, b, AND ALSO OMITS THE NEED FOR SMP.A_339 OR KING STUD-SEE PLANS 14- EMBEDDED PIPE COL. 1631 NOTCHED BEAM 1581 SHEAR TRANSFER •1531 HEADER TO F.H. POST CONN. 148 REVISrONS: BT 2x4 LEDGER W/ RIDGE BLK'G (2)-16d c EA.STUD N 2x4 STUDS.1611 O.G. 2x BLK'G PLY11170D RF.SHT:r A35 a I6" - Ex 2.BLK'G a35•16"O.C. 2x4 PLATE W/ i 16d s 4"O.G. TIP D4 D1 I D1 Q EN. EN. 2x BLK'G 2x BLKrx " I( I � �\ r Ex (U 8T-18 STRAP i EN. � # •EA.STUD (STAGGER THE SIDE) BEAM BEAM (AS PER PLAN) J (AS PER PLAN) 16d SPN•6"Olc.(TYPJ N TYP.ALL SIDES I N y SEE p` SIM. 2x4 SOFFIT FRM'G C (SEE ARCH.t I I PLYWOOD W.SHT'G 2x4 STUDS - 2x BLK'G 2x BLK'G 7 NAILMG♦ •16"O.G. 2x4 LEDGER UU SHT'G(TYP.) (2)-Ibd•EA.STUD 2x6 C/J•24"O.C. DESIGNED WOOD EN. r 2"PLYWOOD STRUCT.II _ ROOF TRUSSES W/10d•6,6,12 OIC. i BY OTHERS 2x4 FRM1'G 16"OA. (5)-Ibd.LAP EN.� -- --- C/J TO RE.TRUSSES I r i II 2x BLK'G EN' + . + y I — _. EN./# EN — 2x BLK'G 2x4 PLATE EN' M - �--_ \ 4 A35•16"O.C. � � N AB.(AS PER PLAN) BEAM(SEE PLAN) 2.4 STUD FRAM'G.16"OIc. (AS PER ARGH 2x4 PLATE.) O �-� 2x4 BCJFFIT FRM'G EN. — TOWER SECTION Q e,--ALC: I/ =I-0 Q CANT. MEDIA MEDIA NICHE SECTION SECTION �J :;GALE: I _ _ - W Q�pff Sl V P C49i f �fAIf0FC U, EX .DATE 3-31-03 AY 10 2001 �-ki gf 8 - o rM z ,s APPROVED FOR P ER MITISSUANCE � SCOTT rAZEKAS&ASSOCIATES,r o Its Rrd aPPlicablle c evrewetl DorTadher a to the hereby 9rantetl to ordinance. Autho i nd approval by all a 'ssue a buigenlding Perm PPlicable City acie. The s rn9 murtrml rssua^tI eor grantin a Permit Tnnrnval of 9 0l r�,n, Plans sha sed r nr arprm•.' nv o nl.tl nnot Ibeh Con A D Wes` (,e<,hle CR rl 1"nv' NTA. PLOT DATE 24.w SHEET: MAR io aw SD-5 2C�PAD W— REVISIONS By c2P4 EAOH WAY• I •ti, _ PECK OPTION �- --,�- �..24•DP. FOUNDATION NOTES: ACTS. CCNC.PAD III/ \s G7 (2).4 EACH UTAY• ALL DA'EN9ICNS SHALL BE vERIF!ED WITH THE ARCHITECTS DRAuWA 014-03.01 21'-2• 10'-4• I3'-0' DECK OPTION ANY DISCREPANCIES$HALL ISE RESOLVED PRIOR TO COI'7'•ENCMS OF WORK I.ALL EXTERIOR WALL$ARE TO BE SECURED WITH 5M•DIAMETER BY 12'LONG ANCHOR BOLTS EYBEDOED AT LEAST 1•INTO CCNGIRETE WTN A MAX"r SPACING OF 12'OC. .4 TIERE SHALL BE A MNMV OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WTI ONE BCLT LOCATED WITHIN 12'OF EA END OF EA PIECE 4 PQOPERLY SIZED NUT AND WASHER SHALL 5E TIGHTENED ON EA EMT ?O THE PLATE. 2.ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS SPACED PER FCINDATION F_AN 46'-4• 4 3i 5' a \4 " O 3'NST.ALLEDI PER MANFACTURERS RE TO JNA.STRUCTURAL O V v V BE 3E�WITH SHOT PINS i -.p� .,v �• m EVGINEERS CALCULATIONS CAVERN N ALL CAeES. 22'•Ia .I'-i'. 1'-{' I'•i' 7.0" / • "r" • '+" p >�, I 4.`TALL ALL 91PIPSCN;OR APPROVED EQUAL I FOUNDATION HARDWARE 1•'-'--�'� „ R n,YI.FACiLRER9 RECOMMENDA7!ON9 DEEPEN Fp7"*_►ERE I 1ECE59ARY'O PROVIDE ANCHCt P-15E..MENT AT HOLCOIN LOCATIONS ff r------------- ----------- r---------------- ------------, j S.PROVIDE 5/6'DIAMETER 15"'ANCHOR BOLTS AT 3X-FCV*ATION I I I PLATE$UMERE OCC:.RS,VERIFY WITH FRAMING PANS, 4-A HARDY PANEL I I I .84 I 6.USE 2"R2".3/16^THICK AS SPECIFIED AT ALL WALLS UON. sot Wn 1/e".da.•. I 1 I I I I' �2 Nt91S HARDY PANEL I �1 I I SOIL INFORMATION: y ATION SIZES, WA 1/e^�4D:• r '� I I I TYP SUBCONTRACTORS,ARE APE a P I I I I FD1 I 2 -MC0n'VD�QWE-IN T O0M`'CEvELCPER'5 SOL9 ENGMEERS(PORT. TO - -- - ----------- NG CONSTRUCTION. _- __ Y I I I I I S T 9�RE-'WAT'IELffPORT:ArE ABOVE.$GRRENT AND LAN Z ---' - u- Wo J/ \`—————— --�`--_.---L�'", I '" tea: •vim;a:$ISTANT�n ANY ImDaTED SOIL�PORrs. III I I I III I '�a�N �m Lrz��Ij ANCHOR BOLTING:12'9 PLFH.WImYP4NELI I I HDBA I I I._... FDI I i •1156A 5,8"CIA.x IT ANCHCR BOLTS AT 64.O.O. V n' �.. _ ..... _. I AS-6 5,8`DIA.i'."ANCHOR BOLTS AT 56"O.C. (n I I AB48 S/6"DIA.X 7'ANCHCR BOUT AT 48'CC. Ijj = < •pl I I 4 I ... ^• x , -v+--- ., I A640 5/8'DIA X:'AFICFCR BOLTS •+0 CC. I I g r' .. . A532 5/8'DIA.x 2'ANCHCR SOL S A 3'CC. —J ----�- L------ I ; r , A6:4 5;8"DIA.x 12'-NCHOR BOLTS A 4'CC. d6!6 .5'8'O!A./ sNCHCR BOLTS 6"OC. � 3 I --- • — — _ _ -V AD6A I --- _ I I HDeA i I t \ F 0 _Ba 5 a IA 1 4NCTCR BCL'S: a"CC. PARTIAL FDN OPTIONAL BAY WNDOW I - -� 5c i e ,4 O I �- : 67x 3 4 C A x :'ANCHCR 5CL c FOR A l!F RMATITIONAL ON NOT BwOU.N-ERE I :ol I IF[C : :_ _-c--.:_.::r.=,--J.: 939 R �I •. �' i 3..Bxx . 3:3,4 D.A x:'ANCHOR 5CL?S . .ER .O MATS FOUNDATION PLAN I I r:7 :-•4 PROVIDE A TOTAL CF 2"4 AT TOP AND 3 PROVIDE ATc I' ... �.._...-.....�.E,. I I ,FDI I PQO�CE TOTAL POSTS. FOOTING,3 PAST ! I I I S A7 SC-CM OF FpOTAW10P AND PC$T5. .i .. 4 4 AT BOTTOM CP FCC INY T P POSTS. O -Z ID2A :1)SPIPSCN HC'A PER POST Z O 7 I I AC9A 1'S1MP5CN.CSA PER POST. �,.4 ZF+ ------------- -----� Q ,_----' 0 ��' I I (• --- -----�------- 'NCBA I':51MPSCN HC8A PER T Q I` Cbd I it SIMPSCN HC I I _� --- ------ BA PER POST --- I -C!GSA U SIMPSON..DO"PE Q PCB /•� _ i $ -C'4A :1)elr- N-C',4A'-E POST. LL I I 9e PLF I i _ 1 D:cA PP_Q POST O ^C IDA^ " 1)_IMPSON LFAHD2:PER POST.� PA a$InPSCN., O I 2 I III I f I I I -+PAHD,2.P n)51MP50N:,PAHC::-:P PER POST I I %IPA 12)SIMPSON HPAHD22 PER POST LL FDI II.I I I I , bI 4TTI �i1,51MP5CN l^^1 .86 PER POST, J I TYP \\ I HTTI6 1 51MPSCN HT'.b PER P03T. 146 PLF I T?19 PER POST. :r,,:PEQ P05r T \ I ! _ _- ..... ...L/Z.P•F� � /-y 7- -2, I A e I j �,� I j FDl III 4caNc4PAcYvP ^ (374 EACH WAY. O I j I ♦ i — wp° �c°P!e' P' AD L-_- ) I i, \ 3!'4 BARS EA(WA7 coI .FDI BAR$EA.WAY 6 1 J ~I �•�•1 LL 2. � O7IL ON[St T APPROVED G _ I I- FOR PERMIT ISSUANCE I I I m T SCOTT rAZERAS&ASSOCIATES,INFDI I FDIByPARTIAL FDN OPTIONAL CA31TA'/ OFFICE:' I - �' ,,� enni "—e� E_DATr Icodes a !ewetl Or adherer---J aPnroval by alla to Ies Ue a buildingApehmr'N is ndordnan o theIFOR aCD1T!ONAL AND SPECFIG - -_ ----- PPlicable City rl Ina h'FOI¢1ATION NOT oNOI1N N+ERE _ ....... ---...... ............ .... .. . '—_— ., the i agencies. ending O �_ T soma:�ef sn,9r Tnl I A 111T r otnyrmiT ba d on h. REFER TO-MAIN FOUNDATION PLAN ... ...... •;, nProval T� Li ,A • nrl': !ny v .r ion PN a cons) rid 10 3,SILL 3.SILL 11 I i ( \ ';t Ir r'.s lnnlnnlrl, I FDI i I II. of 440 HAIIDY PdllL 0'-2' W'-2• I'-Y 9'•1' I'•Y 1'•0' IT-2' T•0' OQPOFE J� DRAWN a'•0• n'.4• 2r-r yQ� �y�' CHECKED m -i, �� No. m DATE E Mh I'm Im 09/07/2000 JOB NO, 2499 FOUNDATION PLAN 3 INAY 1 9 2 ��CAU� SHEET x MAR � S3-1 M A R t3 01200i SHEET: �` 6� Ll _DIBOPJAx12.HECK OPTION_ LATERAL SHEAR NOTES: a . - ----- (lit UBC) DCLIGYFR-L4X4 4x4 AIE N4i 6'OL1. 2 LAYERS S/ato '-BLOL/�D DRYWALL wM1l 6d LOOL6Q XdLS di Y OL AT 3 VS'x!VJ'PSL "' ED ES A FIELD AT BASE LAYER 8d COMM NAILS AT T•OL AT EDGES -Q5 PLF DECKaAND FELD AT FACE LATER ---- OPTION 2. V!•DRYWALL WITH Sd COOLER MU ATT OL AT EGES AND RELD - 50RF (TABLE 25-1 IEC) 11-Z 3. 5B•DRYWALL WIN bd COOLER NAGS AT T OL AT EDGES AID PELD - 58 RF SDI' 3 LEE(20)Kd NAILS PERTOP,•LATE SPLICE ItABLE 15-I LDC1 SD2 SDI r8-2 8-2 4. VJ•DRYWALL LATH Sd COOLER MAU AT 00L AT EDGES AND FIELD63 PLF`SDI 'w L•6_ + i L.A'-4" is tTABLE 25-1 ILL4A> • 15 a5. SB'DIPYWNLI UI1H be COOLEtt MAILS AT aTABLE 25-t OL AT EDGES AND FIELD- 73PLF N BLOOD )Vl'x9Vl'P% 3IR' .9 Iq"PSL 3 V!x 9 V!PSL axrA xb. DRYWALL WITH Sd COOLER NALS AT 4.OL AT EDGES - 75PLF- - --- --or - , - i -- AND FIELD.(TAME 25-1 UBC) \ 5 V - _ U I I J - -- - - T SB'BLOOM DRYWALL WITH nA 6e COO NAILS �Lb 4T OL AT EDGES - FtF ROOF \ fi' tir fi I I I_ _ _. 13 DEBT AND FIELD.!TABLE 15•I LOW sD/°P CN s. TB•57=OVER AFwaCIvED LATH wTN rr GAPE STARES _•am PLF - 21 4-50 NAf>DY PANEL 21 11"HA®Y PANEL ` ^ i SDI ` SDI RAND g9DATABBLLE�1 IEC BOTTOM PLATES.ETXE9 OF SHEAR WALL f 4xAb 4x6 ►,\ 502 SDI /'- - �' zI \1-,�-. - OPTION OPTION J S 1B'$tULCp OVER AFPROdED LATH wnA Ib GAICE STAPLES AT 3.OL-260 1 (A +j ...-... .-- �x��(ii At TOP 4D BOTTOM PLATES EDGES AND 6'OL AT FELD. W F�� _k W ` WIF !C50 REPORT NOID4(OR EQIAL) W m. 3B•WDOD 12-OC AT PANEL WITH sd CQ?TOH NALs AT Ar OL AT ( \ _ 4x8 _ _ ' EI -1- __.__..-.-. F EDGES AND Q'OL 4T FIELD(TABLE 23-II.I-I MC) PLF - _._ --- ----_ -_.- W BLOCKED FLOOR DIAP. a / yy u_t 2 IIA6"x 11 T/B"P9L FL dM p Wy %� z W WIN 1 F ./0GE•4• L A Q'Or- �I _ R 3B'WOOD S7R CTWRK PANEL WITH 8d LCTT4ON NA LS 4T Y OL AT _ 50 FLF g N 33 3-2 - - •EDGES A BOWDARIE9, r m r m SDI SDI J ,' 1 YI 8-1 EDGES AND Q'CC di GELD,TABLE 13-R•I-I IEC: Q P. < Q. 3B'WOW$TRIC7IFAL PANEL WITH ad CCTTALT/NAL9 AT 3'OL At t� EDGES hil"'OL AT FIELD(TABLE 23.11.4I UBC) -GE -i Y 21 i r� ul 9vI I I. 8-1 LL Ue ' ! U E 1 B. 3B•WOOD STRCTURAL PANEL U7148d CCHHCN NAILS AT 7'OL AT SD2 -r AxA -._.. - v SDI -__ .-:. EDGES AND Q'OL AT FIELD,TABLE 23--11.1.1 UBC) _640 PLF W< PANEL 001 �-.. H. IOYOR ISM WOOD STRCMAL PANEL MH 1Od COMON WIALS AT 2.OL AT LO uQi W SDI :: 3'_ CSIb __ ^ EDGES-d1D Q'OL AT FIELD,TABLE 23-11.1.1 USC) - PLF g FLOOR __ - -!/ SDI / \ I L•6'-O Ni` f `F_-_ L•6'-0 f\ 5 IaTOR S/37/$TRICT.I WOOD PANEL WITH NM COTTON NALs AT 2'OL AT _ Vim-/ ;i8 r EDGES AND Q OL AT FIELD,TABLE TABLE 23.11.1.1 IEL) f FL 2 Ivw•.W va•P_sL �4. I � - - - -aTm PLF s . . -_.. _. _ v NR>t r.rtNF---JIB r^ ■ JJAI _OPTIONAL_ BAY W_ NDOW '� •EA I 1 A S R L:RAL PANE AURAL FP¢�ED e.APA P��EA R PI 58dN� _ Vr� 1 I SPECIFIC.. '✓ :: B Q\P FI Y V POST 1 _. _ J^. L e ; `S}u�� B. R3 CVr 2LABORATORIES CTC "»15 ER SPECIES ES )THESEHAT PIF vALWERN 5IEAR 5 ARE CA ACITIES LAROA $ FOR ADC T ONAL AND SPEC G SDI " °-A I _ ...-M•- -_I _. _Y I.-.. - r' I r �5 4MZC TAL U0 MAT UCTUR MPA14EL PANEL JOIN SCALE - O" L.3 0 - ....-..�..- - \�6 _ I '..- ,.ZI 3 OR BLOCKING WHEN NAnILR,K'RIZGNTAL WI0.7D STRUCTURAL PANEL PdNIEL JOINTS. INFORMATION NOT SWOUN WERE NG Is At 3•oc.OR LESS. REFER TO FLOOR FRAMING PLAN _ - < I I L. WERE WXDSTRJCW. AL PANEL 5 APPLIED ON Bong FACES OF WALL AND NAL SPACING /R _\ /!Ell IS LESS THAN b 04.PANEL JOINTS 5NALL BE OFFSET TO FALL ON DIFFERENT FRAMNG v 1 "IrBERS OR MAIM SNALL BE 3x OR WIDER AND NAGS STAGGERED ON EA04 SIDE \. I D. "RE IIALB ARE SPACED AT 3'OL,THEY SMALL BE STAGGERED AND 3X OR WDER ` - 2z BOLIDDLOCKING•-� -• �1�1 iI�V LLI USED AT ADJOINING PANEL EDGES u1[1IAIJGER IAl CS I 12 (NICLIIDNG NORIAL LBLOOC4/. STRAP OP I SDI COMION NAILS SHEAR WALL ONLY'NTO FLOOR 13 Y JI E. Y7d 9110R1 BOX NAILS MAY BE USED N LIEU OF BO OR 10Y1 • S O SDI �\ I. ' r =A I F. I•.2".3Ab'STEEL ELATE WASHERS AGE REOWRED ON EACH BOLT,LBC SECT.W MAJ) 1 -_% • , G JOE 3.TIAMLL PLATE AT SHEAR WALLS - .�,NAGNG 3'OL,OR LESS) D I 11171QONTAL 0 z N I 35 II ALL ROOF AND FLOOR SWEATNMG TO BE EXF'0511�i OR EXTERIOR Y Oil I (TABLE 23-I-J-1 AND 23-1-5-1 JBC) fi•T` O SY` E 3D I B SDI Ji l ,(• A I ROOF: JOIST SPACING EQUAL TO E G LESS AN THAN zs•RE I12'0,CW STRUCTRAL PANEL PII tam, O A __ -- :...- •I BROKEN � - �B- - z J L I WITH Bd's AT b'OL AT EDGES AND BOADARIES Q'OL FIELD. y"q. al V I O FLOOR' 06 IN 32 16.SPACINGwWd AT 6-O A EDGES AN W'OO ARrE 0''O C FI DRAl PANEL TKa SHTG z1 PI 32JIb.Wimd's 4T b'OL AT EDGES AND BOUDARES 10'OL PELD �I I JO18T SPACINGTO OR LESS r6IANOL: WOODICTLRALPANEL TAG SAG. ULPII 40 120,w0d's AT b'OL AT EWES AND BOPOARES,C'OC FIELD.I �� i _ /' \ � I♦ m; K'G•WALL ASV. --___-_ I ! •• b -- - - /,(�A�,r� 6 N - - I ♦ 11 "•\ JOIST SPACM EMAL TO OR LESS THAN 24.OL:23/32•WOOD STRUCTURAL PANEL T4G SNTG. 0 1.1 `" 1!Q I I ♦J SDI i _- _ / BLOCKED FLOOR DIdP. PII 4W4,W12V's AT b'OL AT EDGES AND BOlDAWE9.TO'CC FIELD, '? •LOC EDGES SHALL HAVE GP LIGWTW IG T CONS E-SMALL BE D CAR SUTED WON • o �D� I ♦ - / \.- a+• I 4'-O"EACH SIDE OF BLOCKING NOT REOAR-.TJ wa3A LIGFAIIEKAA CONCRETE IS PLACED OvER SUBFLCOR - mxlm(DROP�, _- 507 s I o 6 b I SDl/- -_ ®\ RAGE FRAMING LEGEND: Ww;�Zlml EVEN NDICATE$SPAN AND DIRECTION OF a+A' J I L'/I „ ROOFJOlsrs AND RAFTERS {/ Nix V I SPAN-AD DIRECTION OF n�, ' n it l (lnxy Y J� TVESSE1S, _ I \\ �111 4.6 ___ c A _.:: ¢lWi C:ONi. I 4� J �' . '_ L " 8-I , J/^.� INDICATES SPAN AND DIRECTION OF ` Z.-: R O AP•E SDI ROB >a I SDI INDICATES CEILING JOISTS AND DIRECTION OF _4z6 V 575 �1 25 SD2 \' -bz._ _� / r - - -'�+ T V I y - y DECK JOISTS(SLOPED APEDAffCTKxIE M "11r DECK JOISTS!SLOPED l4 REOUIREp) A 7X6 AT Q'OL (.JOIST TABLE cn B 116 AT K'OL 512E A TRUSS w/E1V. - _6=6 _ - - DROP Y'a 18' P9L - © --- !� MARC'i SPACING I'1LNFACf'JRER OPTIONS 1 _ -_ J L 2X6 4T M'OL OPTIONAL CASITA' / OFFICE ' _*_1 4) 5 VP TJI,SO CL n� 22 3 E SX8 AT 16'OL ��L��ry�G •�''Iw^ ��p�y�� 0- 1-JOIST•li'O.G. i FOR ADDITIONAL AND SPECIFIC _ f LR - -.---` @ �. S"_-Y------- .9D3 SDI y+�j°} --_ 3 I n•L¢IM - R. j I-JOBT•16'OL. b/ 9 la•LFl/5m r_, 'r r --- - F 2X8 AT 24'OL U 9 IR'.1/450 w__-.__ .__--__---_.._-___ _ I•JOIST•197'OC, d) S W-SJ/W �� G516 NFORMATION NOT 5WOU7J HERE `��`: ''-':-"' T � J L•e'-o (,tom- -�' SDI APPLY• j m 26 I G IXIO AT Q'OL S- REFER TO FLOOR FRAMING•PLAN ZN1 4CDITIONAL AND SPECIFlG V 'v cE11aNAG , 0 J- I Ia g i SD2 4 SxlO AT W OL U- I-JOIST•Q.OL. ATION NOT _,^ -, L I 9D1 A) 11 IW TJI/W APPROVED R TO FLOOR FRAMING PLAN - u J (MAT 24.OL tok V• I-JOSST•W'OL. bl W 7B•LPI/SOY, TT rA EKAS IT ISSUANCE 9 - J B-I K f &ASSO /8'BG/450 CRATE .NC. J - I �-�+ L 7XQ Q•OL d) n 1A3ry5J/50 i � '^ M 7XQ A7)b'OC ' n ans have been r DATE o► �► - SDI ( �I� X- I-JOIST• OLG aPnl,rahlr a evlewed for atlh S T 6 v _._ 1 odder and ordinance DI A a - • N 7M14T 14.OL •I 4•hArh75AD gra Io Issuc AUI enca-lo LL i OON7.4x11 _ - 9 -A � 3a'z b"�"al� - - -� -- P (2/QAT Y•'OL Y- �1-JOIST•K'OL. � " Juan eaPpIf ble City bgences Pe rizp-nllln, -•=- 1 - a Pentl J -- --- I JOIST•F32'OL 45 'BI$9 AT 24'OL Z- - I dJ m 1 R nl I f` � nI1 g / a based on 1 e G•L INDICATES,(1)1 3/4"x 11 T/B"GAfY LAM LVL L&E 1 n II 1ONpb c GL 'NDICATES GANG-LAM LVL IS,E �'` ��./ L•P_:O• L•P I0" �\ SDI P•L tOR PSISIANDRCATES RPTARALLAM P5L2ID E 91S HARDY P LVL 1.9E. \ PANEL I DRAG TRL195 m/ROCP EN .FDI VLL INDICATES INDICATES(IVER9ALAMILVI"2ID.E�ALAM LVL 2ID E Rz>-Ga LOAD•2000• B•L INDICATES/11 13/4"x 11 LVL 9TRJCLAM LVL 1.9 E WADERS ADD SEAHS REFER TOIDENGIEEWO CALLS. �pep,OFE3 � DRAWN ■O•INDICATES INTERIOR BEARING WALL Q Fy -.. - NOTE Ar STEM PRIOR TG PPt IRAMNG OF y I�✓'9 (YA CHECKED PERP@DIOLAIW WALL AND/OR BOX•aro.(0ERE APPLICABLE) a U rDTE 1. FRA"NOTES LEGENDcr _ 31,2001 1 09/07 2000 MARK: DESCRIPTION j FLOOR FRAMING PLAN 3'A' \ JOB 9 l 5PN12:I6d SOLE PLATE NAILING•12"O.C_ F--� 9GALE:'i•A'•I'-O' -- 8PN10:I6d SOLE PLATE NAILING•I0"O.C. 2499 I I -•'�i(arm SHEET rov�s} BM 5 SPNS:I6d SOLE PLATE NAILING•8"O I I I SC-ALe:•va,�l,ov-`r-- sPN6:wd 90LE PLATE"Lx`G. .C.6"O.C. MAY 14 20 C ^% FOR AD MI DITIONAL D SPECIFIC 9PN4:*d SOLE PLATE NAJLINC••4"O.0 S3-L .. .- I1•FCr ATION NOT SWORN WERE SPINS:I6d SOLE PLATE NAILING.3.Oc, M A K 3 o 2001 REFER TO FLOOR FRAMING PLAN 8P+N2:I6d SHEET: OF: !'ALE PLATE NAJLMG•2"O . REVISIONS BY -_ - - LATERAL SHEAR NOTES: 115E(20)16d NAILS P"TOP PLATE SPLICE (W UBL) FRAHM MEMERS -�-� DOIGLAS PIR-LAR71 L-W-0• IC----------- aT li•oc �T 04-03-0F _.- .. 51N 4 I \ { 901 \ // I L 2 LAYERS 51T BLOOED DRYWALL YIN 6d COOLER NAILS AT TOL AT \ / EDGES 1 FIELD AT SE LATER Sd COOLER NAILS AT T'OL AT EDGES-09 PLF --------- ------- ------ ----- ..._ ------- - ER AND FIELD AT FACE LATER -�--r-- T-- ------ � / /_ _... 1 4xR_ _--�.- __ /I 2. V2•DRTWALL WtN se COOLER NALS IT T OL 4T EDGES AID RELD - �'� 4.10 (TABLE 25'UDC) . / {' I 3 So-DRYUNLL WTI(bd COOLER NAILS AT T•OC AT EDGES AID FIELD 50 F1F - I (TABLE 25.1 LBC) `_ \\ Y /' I a. in DRYMI WAIN 5d COOLER NALB AT 4.OL AT EDGES AND PILO - 63 PlF ^'r // I (TABLE 25-1 IBC) J // I PLF 5. SAT'DRTtlL1LL WTN bill COOLER PAILS AT 4.OC AT WY'ES AN FIELD- 13 I N'BLOOIED DRYWALL PALS AT!OL AT EDGES - x'I b WIN 5d COOLER SDI/ I ♦ / I AID FIELD,TABU 25-1 UBC) - . 52'BLOO:ED DRTUTALL WTN bd COOLER PAILS AT 4'OL AT EDGES FIELD.(TABLE 25.1 IBC) WI- .-__._.._ .. I-3 I \\ 0� I S. T/S'S TUCCO OVER APPH7VID LATH uITN 16 Ge(v4:STAPLES _w PLF --::7-=- __- 6-Q SDI / I - 4T 6-OC,AT TOP AND SOitBOTTOMPLATES.EDGES 6 SNEAK WALL a AID FIBI.D-RTABLE 25•I IBC) o /' Try STUCCO OVER AFFWYW LAN WIN 16 GANG STAPLES AT 3'OC-2"PL � AT TOP AND BOTTOM PLATES,EDGES AND 6'OC AT FIELD. y ICISO REPORT NOUS4(OR EaIAL) Z �/� t i,•0 \ / �'i 10 32'WOOD bTRICTWAL PAIBL WTN Sd OLTT'ION 1LUL5 AT b'OL AT -. OPTIONAL CORNER TUB SDI __ - - _-- r l 'v2D'2 A EDGES AID Q'OL AT f ELD(T E�II I I DPAILSAT 4 OC AT Z z F o - -/ Z r -l - --- \ (SDI hq+� I S - W __ -. i' / R _ _ _350 PLF _2m SN scALE. :a -p' - I , / - - - - - EDGES AND Q•OIL 4 14ELD�iTABLE 23-11C 1-JW) FOR ADDITIONAL AND SFEC:RC axl(B DTa BM ,'• ,r.- Q ASV•LF � A `I f��>>•��r>.�,�r.>t fr>.7�--- Tr Lrar= �>•�Tr>. I t.-_:_-_ �' -... _-_- _ .-. 1 3/b'Ud00D STRUCTURAL PANEL NTN Sd Ca74?/NAILS 4T 3'OC 4r INFORMATION NOT SNOUN HERE - w T / \ ` / -- -_-. I EDGES!JD Q'OL Si FIELD(TABLE 27-II.I.I 11BL7 - F m A / 9 U- REFER TO MAIN FRAMING PLAN I 4• \ h fi~ / v U O. 32•WOOD STRCTURAL PANEL OTN Od taYGN NAILS AT 7.OL AT EDGES AND W OL AT FIELD(TABLE 23-11.1-1 UBCI -640 PLF I I J �/� p- < TV PLF_ -.__. S .• I N. VJMOR 53311OOD STRUCTURAL PANEL WITH IDd LLI'1'1CH NAILS AT 2'OC AT � '^ 5-2 T EWES ND Q'OL AT MELD(TABLE 23-II-I-I UBL) g I I I I 9 JF----(T _ - }--- S I - -- DI-. T \ I S. IRYOR 532)STRCT.I WOOD PANEL WAIN ISd COTTON NAILS AT 2-OC AT S I IB LF I I I S AND Q BL OC AT FIELD(TAME 23 III UK) - \ I WFIES. WOOD STRUCM RAL PNEL.MATERIAL APPROVED By APA PFS/TECO OR PITTSBURG LABORATORIES I THIS NCLIDES 0581 TIESE VALUES ARE FOR DCW-RR LARCH ` _.. x `��\--___.. �I I I � - // \\ - - •-\ _ - v 1 I OR SWf4ER1 PILE.JTNER LUMBER SPECIES MAY DIFFER M�a1EAR CAPACITIES - .. B PROVIDE 2X BLOCKING AT NORZCMAL WOOD STRUCTURAL PANEL PNgL JOINTS. 3x BLOCKING IWEN NAILING 19 AT 3'CC,OR IFS&. -- / C. WIERE WOODTHAN 6'C C,URM PANEL NS APPLIED ON SET T FACES OF WALL 4D NAIL SPACING T.+ w J 3e\ w/(2)ILSTT26 I 5 LESS THAN 6'OL.PANEL JOINS 51uL1 BE CTFSET TO GALL IN DST FRRA"IG __ _.�(-- G.T. / \ - _ ..• I // Sl y• ,SD2 \\ I nEITBERS OR FRAM SHALL BE 3x OR WDER AND NAILS STA-1ERED ON EACH 5DE BEARING O D. W FE NAILS ARE SPACED AT 3'OC.THEY SHALL BE STAGGERED AND 3X OR UMCM w..w. WALL \;... _ _-_:.--_ ._ I FRAMIG M-BERS SHALL BE USED AT ADJOINING PANEL EDGES (NuuoNc NORzaaT4L BLods). _. x �,�' I �\ _ \\-- - � > � ' I Jt I /� //' //I♦ / t I E 10d°.ADP?BOX NAILS MAT BE USED N LIEU OF Sd OR 10d Cal",NAILS•"AR WA114 OILY. .. F. 2•x 2-x 3116"STEEL PLATE WASHERS ARE RE WRED ON EACH BOLT LIBC SECT.Ill O ' I / I \\ RAG I'LD&LL O r ,SDI •0I I G USE 3x PLATE AT SHEAR UWLLS NAILING 3'OL.OR LES91 .-.I✓ 1 -_ ' Lf I / DRAG AD•:5C0' i { \� \ \ n +b I // p / I \\ __ �_ I ALL ROOF ND FLOOR N(EATNI G TO BE EXPOSUR:I OR EXTERIOR O 9*1 I \y SDI \ I / - TABLE 23-I-J-1 AND 23-I-5-I UBU -fir 46 \\ I I I / nr 23 sD1 I `\L- " �' I n 7�. I ' I �, SD2 RXFL 1015T SPACING,EQUAL TO OR LESS twAN 21.OL:532TI170D STRLCTIIRAL PANEL PII 24/0, A I I I // i I L k 6. f h+4 I WIN Bd'a AT 6'OL AT EDGES AND BalDARES,Q'OL FIELD. CL 4.4 _� 4.4 �-,- J--i--- / I \ 3 FLOOR P-- ' -- --- I '' / x wMSr45 i R� I 1 Y I FL JOIST SPACING EaLAL TO OR LE59 TNM l6'OL.R32-WCVD STRICnRA1 a1E1 TIC.SNTG 'j- -- -- I '_ < - I I-1 e 27 I III I -f`\\ I �... 5 ,• { 2p 4 I PII 32M WIOd.AT b'OC 4T EDGES ND BOUNDARIES.10"OL RELD. SDI JOST SPACING,EQUAL TO OR LESS THAN 20'OL:932-WOOD SMICTWAL PANEL T(G^JJTG. PII 40/20,WISH•.AT 6.OL AT EDGES AND BOUNDARIES,10'OL FIELD. bxb bxB ..� \`'- I (.• • 'G (-�� .. n • �, I —- - -_. - -{ - )CI TO OR LE55 TWIN 71.OL:3332'WOOD STR1C11RAL PANEL T.G SHTG, ^''-�- DRAG LO SIM <IS--6-50SOT.FL e/ I OK T 'A I• ( PII SlM4,,.A0dS�A7�b'OL AT EDGES AND BOUNDARIES I0'OC FIELD. sc2 SD2 -- - - - --4 A4. { � I ' \ an W RocF c I ..A i -! , l I T _qt'� PANEL EDGES SHALL HAYS APPROVED TAG JOINTS ET SHALL BE D OVERTEDFLO OPTIONAL BATH 3 G.T. -___ I, \ G.T B-COOING NO RE LI Ep U7$LGNTUEGHT CPICRE E IS RACED OVER S yBFLOD e p0 i� ��• M1+(fit ----- MINLEGEND: SCALE I:4".I-0" 'SD2 .SD2 � _... / I - � t`{/� -- I'fo / \ P HOOF TES SPAN AV DIRECTION OF FOR ADDITIONAL AND SPECIFIC I i ' ` _ yam_ I - _ \ --- { ^i� JOISTS AND FMFTER& rt O ATION NOT SHOLLN HERE .� v _.-_ ,_�_.,�.,' b i IREFERTOTTAIN FRAMING PLAN \\N -- µ I \ T \\ --.� ,ems _. 4x6 _ / r 14 I \ \ I RDICATES SPAN AND DIRECTION fi -{ / /''' 7)7z0 I \ n-a_\-\ /\a_ FLOOR INC SPAN AND OflwasON OF _ I Is _... \ � ^ __^-'�'�/ •SD2 __ � ..i ✓��✓�I - O \L------23 •� \ 4 6- _ 4 6.\\\ I f--��,--� INDICATES SPAN AND DRECiiQI OF CEILING JOISTS �H 11 SD2 I - +A I DEO�C.GIST, ORSPAN�•EDDAS REOOUIRED) I:.�) 1- J. -- - - -y \� co AT __ -_.-_..-__.___ ... __. •SDI SDI I 25 � 25 � Q.DL I•Jd9T TABLE J J e 7x6 AT li•of I I T SD2 sot a 2 -- - -- - ---- I I SPN1- I-1 nAFac bPACMG SIB 1 SDI C 2xi AT 24.OL MANF4CTUTER or Ia+s { ll iv I I 0 2XS AT W Ot O• I-JOIST.li"OL. 1 f1 E 2XS AT 16.OL e) 9 VI'TJI/R50 I�•r L.L R. I-JOIST.H'OL. b) 9 VI'LPI/60 r T, r- .n,•, F.L.) ,, _-• I ..._bx& - ._ _ I F 2x5 4T 2!•OL G 9 1/1'SO/450- -�•./ A%A - _ -� -- I I•JMT•1ST OL. dL 114'SJ/150 I�j L---� - -- _. -- N 2XIO AT 2.00L V. JOIST Ii O 1 A) aIV TJ1/50 5f'OTifOZEK q RROVEDAN I' Sol I I I 1 J u- ;1 JoeT.Ir OZ. /6-I I• L. b B'LPI/50 'A 9PVQ 25 K (7.md0 AT W OL W 450 4 S CIA S INC. 502 -- __- $DI 1 _ _ o __ -/\A -_\ /',:_�-\, M 2xQ 4T li'OL W- I-J016T•R1'OL. d) SLS'SJN ) P code Wren 7 -ed DRAT, X- -JOIST•IT'OL. hereo y 9 anfetl end Tdinance. erence to the N 7XQ 4T 24.-OC aZ- A. TJI A6[0 vat V all aPP�iCable a hoilding Rhoriza on is P (2AXQ AT IIII T- I-JOIST•III b) 14-LPt 1, City agencies Pending 0 0 \ T -,-W AT 2d•OC Z- I-JD19T•197'OG d/ N•SI!!•0 I (Pe ba5e.d o __.. - c .9E .. ROOF F FRAMING PLAN 3 'A' GG.LL NDI�T�ES(IG)�4"x II l/0"-LAM LA,2GANC LN`t P.L IORPl3LEi9 ND1�TE91PtARALLAM P9L 2IDE .. ,. _. SCALE: 4'•'.'-0, V.L INDICATES '.)1 3/4"x It T/B. IRSALATI LVL 2ID E _ - VL INDICATES F_R6ALAM L`/L 2.0 E O P�F JO S.L INDICATES I O 13/4"x 11 T/B"STIHJCLAM LVL l9 E /Ql` E tC - 9L INDICATES 9'RWCLAM LVL 2ID E °•�' .. __. - -.._. - O NE ADER5 AID BEAUS REFER TO ENGINEERING CALC9. DRAWN Z o - ---- -��•--- -_.- _-:.' ■0 E INDICATES INTERIOR SEARING WALL ._O No. 30407 m R^ CHECKED APPLY SWEA NG, NOTE FERPE DICI PRIOR TO FR R BOX-OUTS - ,[C r 31,200/ _VSO2 PER'ENDILLM WALL AND/OR ,a BOXMS(13ERi dFPI- 'FRANNG NOTES LEGEND - DATE 1 SD2 MAW- DESCRIPTION 09�07�2000 i -_ _ _ JOB N0. ._.�. -_. SPNQ:16d SOLE PLATE NAILING•12 O.C. 'C OFCAUF 2499 N OPT. BONUS ROOM BATH 3 9PN10:lbd soLE PLATE NAILING.10'O.G. -- - - �' - SCALE:V4'•I'--0'-.--- -. SPNB:16d SOLE PLATE NAILING.B"ol. MAY 14 2001 SHEET w FOR ADDITIONAL AND SPECIFIC SPN6:16d SOLE PLATE NAILING•6"OL. A `' INF7R1`fATION NOT SNOUN HERE 5PN4:Wd SOLE PLATE NAILING•4"OL:. MAR 3 U zpV S3-3 REFER TO MAIN FRAMING FLAN 9RJ3:16d SOLE PLATE NAILING•Woo. ;.:, - SPN2:III SOLE PLATE NAILING•2.O.C. v SHEET: OF: , -.. a OPTIONAL STUDY • :� _ SCALE: /a•.G-0' REA SIONS BY -----�—�— —�—'--' ♦ --- -- -- —--'-----I— I / r- T f � i p � I\\ I �✓/ I � f f � ✓✓/ �f I ✓ / I I Q 03 me mI — 1 �i �� // :_ � i __ f � j �' ✓✓ �� ^J I; ✓✓ f' i I i 0 m.-ms-mt '�--r� j� _I -:� I✓ I ---� I :..__:✓ _ I I I � t-z_-c...--�-��/i/- �\ f II I �=:/ �J I CLO — ------- --- O�—* 'T'O , i ✓/ \\ --- oe /. ♦ ♦ u I 1 \ \ ... - -----------� i� ♦♦ I I I I 2 T I w ,r ♦♦ I 1 I I C Z _z uj ✓. ♦ I I -� — I W _.,._. .. --_- - ._ - - - I Jf- �♦ . I. . ..._ -__. ... _ I t.__. .. -. � UPI 9 '�---- ———————————— L--------1--------J 1-I U) .601 r FOR ADDITIONAL AND SPECIFIC flJ g i 4 INFORMATION NOT SWOUN wERE ,,...,. REFER TO MAIN FRAMING PLAN PARTIAL ROOF FRAMING PLAN 3 B' PARTIAL ROOF FRAMING PLAN 3 'C'& 'D' + s _ . _ - — 3GALE: _ a Q 1 I I Z _ .. I LL ------- _ Q 0- I I I I I � ( I I I I \♦� I I I I I I // �\ I I I I I �♦ I I ✓/ �\ I I I I I `� I I I I ♦ I -- ----��- t r— ------------------ I -- -L------ I =_-----------------\F- I FOR ADDITIONAL AND SPECIFIC INFCRI"IATION NOT SWCIIN WERE REFER TO MAIN FRAMING PLAN PARTIAL FLOOR FRAMING PLAN 3 'B' PARTIAL FLOOR FRAMING PLAN_ 3 'C &_'D' i ✓�♦ /^\----------------------J I - J/✓ FOR PI APPROVEDIL I SCOTT�AZEKAS&ASSOCIATES,INL I -----1. .... .. ., T Ins DATE L----------------T I I t I h 6ln codes and r adherenc toihe I I 1 atyrl' eviewed for he grantetl to issue tlinance. Authoriz aP aI-by all aPPlicable C a a all Permit ndin on is L— J I I Thl _ VapenCies. >f I i uance or 'v I P v l n granting of a Pt bii n on nnrtn "e Plans Shall ,r Permit '+ n I __ of ns ve any v„�I,�unn be consl nl Iha alrlr d,i° I I I �QpOFE /0 I No. 127 DRAWN I I I I 1 I I CHECKED I I I I DATE I I I I I I Ofc 09/07/2000 ----J I I i I I JOB NO. 7 I I I I L-------- I _-------------------------� 'MAY14 Z001 2499 � I I SHEET IL------------� L------------------------'� u— MAR30 �QOi 53-4 LUZ ... ..:-:�:. FOR ADDITIONAL AND SPECIFIC 'i - -- INFORMATION NOT ILIND d WERE a REFER TO MAIN FOUNDATION PLAN PARTIAL FOUNDATION PLAN 3 B' PARTIAL FOUNDATION PLAN 3 V A 'D' SHEET. OF, SCALE:1/4'-1'-0' 77 1.7 . REVISIONS BY p03-011.01 .I. C Nambal C..d.SfabSEE DETAIL I FOR 4- i Reinforcement Per 20►�1 ��-0, t 14 SOS 1/4'i 3' - SEE DETAIL i FOR - SEE DETAIL 1 FOR REPETITIVE INFORMATION 6 - e 2• Membrane,eexen .Extended 1 1rY (2)2x CONT. o IB'FARDY PANEL - REPETITIVE INFORMATION - - REPETITIVE INFORMATION b'tin.-Isty 5 - Into Foundation Wall r/ a TOP RATES - 6"Min.-2Sty 5 1 - 1',of-Sand Ovrn ill.Below,U.Nd HEADER 1 8.1/Y EXp.Jalnt _ 3. ReInforcamAtt Par 20/FDt x GARAGE 22 4. Natural Grade or Approved 1 6 1 8 Compacted Fill. POST TO BM - 18./3 X 24'Dowels - - � CONNECTION PDt PUN at 24"O.0 JAMB 2 8 2 - 2 3 5. �2'A e'a O 72'/O/C MIK 12'From all Comers&Splbes JAMB voriea x x x Sn ro ' L -A1' 9we plan w/T ABn.EmDedment(U.N.O.) ssiu A A x __ 19 6'MIn. / / ��•i // // (Sae Foundation Plana) x x x-i x x x \ \\/ S. Cold Joint at 2 Pour -; x • Slope ( - %/\�� J ��\� \- • U.N.O. (2 15 REBA S TOP END 5*-T PAST'ASTeSo . AL i i'�s•ROD, ///��/�� yV.VA :�A QA V//�/��/v�/• �, /j//j/A� 1 ��OF RA (sRAP O ) %.AT�WASHER \\/ \/%\/�� /\jj:�/� \�\\///• /\/\/ - - V.N.O.¢elf PLANS _ DEEPEN FTG O ��-`• rq, �_ :-. 4 8" \/\\/�\ • • U-N.O. J ANCHOR BOLT _� s• 3"MIN CLR FROM EDGE • - - SEE PLAN - - _ ' OF PLATE WASHER AIlemate Footing II I i; �• qq Condition w/Heel 3 'J • a SEEfo 1 ,� -I--1(- • �• ESI FME ESI ME Note: See Soo Report For ESI FME ' W y I ESI FME ESI FME FDN-005 Additional Requirement. FDN-001Z f, FDN-D04d FDN-D13 FDN-oo9 EXTERIOR GARAGE FOOTING 1 TYPICAL EXTERIOR FOOTING zo 17 HARDY PANEL 13 RAISED ENTRY PORCH 9 SCOOP FOOTING 5 W -jfcU-A SEE DETAIL,1 FOR SEE DETAIL t FOR SEE DETAIL 1 FOR SEE DETAIL 1 FOR SEE DETAIL 1 FOR YJ ;Z 2 REPETITIVE INFORMATION REPETITIVE INFORMATION REPETITIVE INFORMATION REPETITIVE,I FOR REPETITIVE INFORMATION J N rrg 22 22.3/6'Plywood Depressed 8.//2'Expansion Joint 7.Interior Wall Shag Hare (�,� _ r? 23.2x4 Framing at 16"O.0 - 12 12. 3"a,Concrete Filled 2z4(Optional) 10.3/8'Die.SU.x24' 6 - RAMSET/REOHEAD 15165D 1 Pipe Bumper Guard Dowels O 24'o.c O 24'of U.N.O.Q C.8.0.' (Schedule 40) i U.N.O. /1639)or Equal. 6 1 7 g 2 5 / 13. 12"Sq.Shovel Footing w Scoop F1% 2 12' 1 5 2J1 1 Refer to Arch.Plon x •-� •9, O x_ slave per code 2 x x x x • \\ \/� \ \\i\ • 10 ev to 6 ^ lesew I-{/}- 12'-1Sty\ 4 • -----�-e xe Pour i r a, / --J 1Y 15--2sty 6 cont.FoolInq If Read ESI FME ESI FME ESI FME See Found.Plan ESI FME ESI FME FDN-018 FDN-014 FDN-O70 fDN-006 FDN-�2 -18 POT SHELF OR BOX-OUT 14 RAISED FLOOR 10 BUMPER GUARD 6 PORCH 2 TYPICAL INTERIOR FOOTING O Q to e LL .; SEE DETAIL 1 FOR Cut Lots end Shallow F7s leas then 5 feet In depth SEE DETAIL I FOR SEE REPETITIVE 1 FOR SEE DETAIL 1 FOR REPETITIVE INFORMATION REPETITIVE INFORMATION , 1.Cenventional continuous footing should be founded at a minimum depth of 12 REPETITIVE INFORMATION � REPETITIVE INFORMATION inches below the lowest adjacent Bound surtace for an loads and 16 - 11 inches below the lowest adjacent ground surface for two-story loads. Interior 13.Concrete Pod(See 8,1/2'Expansion Joint. 8- 1/2'Expansion Joint footings may De founded at a depth of 12 inches below the lowest adjacent 16 Plana far Size) Too Dean Min_ 8 1/.DnvewoY Slob or Asphalt • _ _ >t` gr.no surface 6 U.N.O. - 6 15 i!Concrete Pier (t I 5 - -- rcht ga for one-atwy structural boos should hove o should hom riots m 72 inches,and footings for two-story etructuroliooda enoulo have a minimum See Foundatlen 15. Poet Optlpnol t 1 width of 15 inches. All footings should have one No."inforing bar placed i plan - - at the top and one No.4 reinforcing bar placed at the bottom of the footing. 6 74 Isolated Interior or exteAor piers and columns should be founded at a minimum 16. Simpeon Port Base depth of24 inches below the lowest adjacent ground surface. 2 (See Plana for Size L J 2/3--u Bar and Type). es 1 2.Concrete slabs,including garage slabs.should be reinforced with 6-inch by 13 I"' m z z see Arch 6-inch,No.10 by No 10(6x6-WI 4xWi.4)welded-wire mesh or No.3 x x x z II 11 plan , reinforcement-bors placed on 2hnch centers.n two-horizontdly perpendicular --- - ( I \ • - 1 directions(,.e,long axis and short axis). AN slab reinforcement should be • \/\�/\\�\ �,c\/�/� I >-� \�\/\ \� �� •r supported to concrete.M"Hooki-proper reinforcementhis not tan ncceepptablepmeothod off /%:\ • \\' /`�//\\ \% /\��\\\j\ I I '° E ��\\��_`a ;/�.��\ /�/��%\� /\Q��\;\'� r - - Positioning. A� - A ��/ //// O'er�� A�V�v� J Deep Fie greater than 5 feet in depth \ . • - �A/� 1.Exterior continuous footing should be founded at a minimum depth of 18 Inches __ ///, / / ��, ��i� /��' • I 4 • - below the lowest adjacent ground surface. Interior contmuous-footings should -- - ' have a minlum embedment of 16 inches bolo.the top of 61e lowest atlp<mt 4 Altern to ancrete stab surtace. however.a minimum pens trotion-of 12 inches into the Solid Pour 12" soil is requwed. All footings,should have two No.4 ninfacing bare Dloced See Pion Alternate Footing Q v of the top and two No 4 reinforcing bars placed-at the bottom of the footings Condition w/fleel Jl may be founded at a depth of 12 inches below the lowest adjacent ground ESI FME ESI E rr••�a <'' surface. Footings for one-story structural loads should have a minimum width ESI FME ESI FME FDN-007 FDN-�3 L.L oH2 inches.and footings for two-story structural loads should hove a minimum FDN-015 'FDN-011 width of 15 inch-: Isolated interim or exterior pier and columns are not recommended- Isolated •j" pier and aaamn footings anaald be landed at a minimum depth of 24 inches 15 FIREPLACE FOOTING 11 CONCRETE PER 7 SLAB EDGE AT GARAGE 3 HOUSE TO GARAGE FOOTING PD .,APFq S80A E y and bed to the nearest mom foundation system. '� DAZE KAS.4i SOC T =¢ 2 Canrnrte slabs.InoludMq the garage area.should be reIntareed with 8-Men by SEE-DETAIL 1 FOR ES INC 6-inch,No.6 by No 6�bx6.W2.9zW29)welded-wine mesh or No.3 REPETITIVE INFORMATION SEE DETAIL 1 FOR SEE pETAIL 1 i0R REPETITIVE INFORMATION REpEr161 }; reinforcement bars placed on 18-inch centers,in two hodzontdly perpendicular �r�w 1 Post per plan SSTB Selection Table: ese Plans have been revie ed Dlo en 3S' directions(i.e,tang axis and short axis). All slab,reinforcemerrt should be T Min.Pmt A.B Die MnFnmedr,mt M de �TDD1 /f1 dherence to iha supported to ansure proper -slob height positioning during placement of the T or Size: rdn 7 of Cane 2.SimDtHoWown per Plan ModeL 2X.3X and 2-ZX SdLPI. 1 9.HPA,IFe`r`eD aM �and ordin nce, ut hortzation 15 -r concrete. "Hooking of reinforcement Ia not en acceptable method of poaitianinq. H02A 4x4 5/8" 12 5' 1 3/4"3.ASTM A307 Grad.Steel ono Pour Two Pour LocalAltern to y 9ranled to Iaau6 a HDSA 4za 3/4' 14' S' 1 3/s' Anchor Bdt with Std.Nook HOLDOVYN TT28 SS 16 SSTB 20 Locat;on I eRpraval by a+l-app,cable Cny gene, permit Pend rtq Portions of Tract Suseeptble to FrydroP.Otlpresabn/DlffersiTIN H06A 4x4 7/8' 21' 5' 1 3/4' (L-Bat or J-Bolt)Per UBC o ITT76 SSTB is SSTB 20 g gg _ •`+ ' $BttlBfilBfit: HDBA 4x4 7/8" 21' 5' 1 3/4' Sec,1907.1 HTT22 SSTB 20 SSTB 24 1 t)Q?G�val of ce r pro. Ung f a 1. Post-Tension design by others HD10A az4 7/8' 21' S' 1 3/C Bolt Diameter par Schedule. T a �"� D 2A SSTB i6 SSTB 20 I see aloha Va.6impsan.SA n1 t D sad err •HD20A 4x6 11/4' 36' S11/i6'2 3/4' 4.Mud SO Plate //'l,''/ D 5A SSTB 20 SSTB 24 2 fl' B2P b,hnot con r .pd t tt sr, Rt(2)Pour w/(23�)Bd'" T h 12• iSe.Plan For Size q d, nit c- f P'tcD tv.2 0 6A SSTB 28 SSTB 34 2 rLocotion) Pee W. .2s.Inc YT12E6 x4 3/4' 14' S" 1 3/4'S.Top of Concrete HD SA SSTB 28 SSTB 34 / HPAHD To Be " W.O.2482-A-SC 6.Cold Joint x •To be used at 2xe Stud Wall Only. i July 6. 1998 7.Flg.Re-bar par plan 6 HD10A SSTB 28 SSTB 34 - --_- v. ••Use(24)16d Comm.aia to Posl of MiT28B Orgy. Slope 8.Cone Ftg.per Plan z Do Not Install HTT ar MTT z x-z / over PI 4 1 Note: Hdtlowl Anchors Must Holdowns Raised Off The Mudsill ----- __� /- post or f A Tc T( be Tiad n PI_.Prior to t ----/ • // 13. 0 X2e Dowels at %\\/�\/�%\ ,J Deepen Ftg.A.Required - - to Obtain Anchor Embedment /,'; NOTES NaldawrT AnentXs \`'�,a\ is/� 24'O.0 i ,(.1// /A:A//AA/ .¢ •;T; g - 3 and Cone Cover. / ; �'7 PI cs a'redon //T\`\J: \ \��\�/ ice,\ y DRAWN � v The Above Embedment For A.8 �\ S-mP.SSTB Foundation /}}/ \ \ \ is Valid For 1-Pour Fdn. 3 /// \ Bolt. 13 • i 8' 1,20D1 -}l� For 2 Pour Ftln,add 6'to the �� /) , Inspection. Clr. CHECKED _ ,a 8 - II c. Embedment. G• I Deepen Footing 4 • - 14 - -_-_-_----I�---Ea 4 _ As RealObtain ad Altomete Footm nt 't'/ - ----==r_I�==$: - Obtain Anchor Alternate Footing Embedment and _ 3 - Condition r/H ��CAL � �U1 t19�OB7 20000. Condition w/Hed Concrete Cover. 3 �0 249% 4 - 3,Min. C PLAN NEW - -ME SI FME ESI FME •. ,., ESI FME ..SHEET 1'---") FDN-016 - FDN-012 - FDN-004 t :4'S v FDN-008 - 20 FOUNDATION CONSTRUCTION 16 SA�APSON HOEDOWN 12 S9NPSON HOLDOWN w/ SSTB 8 STEP 4 SiMPSON HPAHD22 F�� .F ;t of r' x 1 ' REVISIONS BY 1. 2x Sill Plate w/SDn .Beam 2.Roof Sht a A35 Per Plan 2. Decking / 1.1x Starter Bd.0 Exp.Eaves - Blocking 1.2x-RONr Joist orT,A 2.Post r MWt.Stud. t g 2.2x Block' r TJ 3.2X Studs 3.Struct.Tmsses 3. Deck Joist Per Plan 1 3 2.Root Sheathing 3.Simpson CS16 w lod-Nds• 1.Simpson YSTI 36 Q 04-03-01 P / 3.Manuf.Wood Trusses. ' 4.8d at 6'O.0 or-ST6224• 2 5.16d at 8'O.0 4. 2x10 Ledger w/3/4'Diu.x 1 4.Stud Wall 4.Simpsa+H1 at 48'o/a 5.Flush Beam 6.Stud Frmq 6 5'Lag Bats O 16'o.a 5.E.N. \oT\ 5. Tap Pbte Staggered,U.N.O. 6.(3)16d E/S 6.Edge Noting- . VN U.N.O. 4 Nailing- 4 2 5. Simpson LUS Hanger 2 '•2'Spacing For C516 1.TJ Blocking o U.N.O 1 �'/I 7.Simpson A35 at 48'0/e 1 3 6. Tmberstrand Rim 2.Sims 6"S1 y S.SLu 0 TAll-An No�Ti1 p t - 3.Simpson CS16• �/ BLK9G.Allowed. 3 2 a 7. M=L `,� •U.N.O 4 (Vent Holds OK 8. A35 O 24"O.C. X ••2•Spacing For CS16 ALT CONDITION -U.N.O. 3Omit if Truss _ - - t-'t 6 5is Adequate 2 for nog Force 2-4' 9-0' .• E0. SPACING 6 2 1 X H1 IA35 E.N 2 3 1 48'o/c a8'o/c 6 a 8 2'-a• '�-f-'9.-0. 6 ans Pr Plan a 6 \� JV 2 N.A. 32 o/c 6 CONDITION 4 3 24'o/C 24'a/c 6 y •U.N.O. 3 a N.A. 16"o/t 4 ESI ME ESI/ME ESI FME ESI FME 5 ESI/FME SHR-009 DCK-005a SHR-005 DRG-003 SHP-001 17 SHEAR TRANSFER 13 DECK DETAIL 9 PERPENDICULAR DRAG STRUT 5 BEAM POCKET DRAG CONNECTION 1 EAVE TRUSS SHEAR CONNECTION W�o WNSa, "J�a Hen U n� oosl Omit if Truss 1. Simp.A35• at 48"O.0 1. 1x-Starter Bd.0 Ezp.Eaves 8 2 1. 1x Starter Bd.O Exp.Eaves !2 is Adequate 2-SimpsonMST-48 1.•Simpson ST6236 or 2.Roof Shtg. qu (To Be Installed After 1 2.Roof Sheathing U l n n for Drag Force Loading Roof) 1 3-Cut through Sht'g MSTI 36 3.Roof Truss or Rafter Per Plan 7 3.Simp.H1 Roof Rafter u� to install strap 2Shim as Req'd. 4. 2z4 Fn 4.grs O.C. '^ ALTERNATE 2. 160 Nods- � / � • v' �gz (See Plan) 5. Top Plate 6 3. Struct. Truss 3.Simpson CC88 5. Top PlatO 48'e W �� <6 4. Roof k'tg �-.� 4-Post 2 8 6 1 7. A35 at d Truss Per 7 �. \ 6.Edge Nestling 4 5. 2X f Sh '1 I - Simp.A35 O 48"O.0 > 6 EN ti j. I ♦ ♦ yw 8.Gable End Truss Per Peon 8.(3)8d Toenails O Ea.Rafter ar 5.3/8" PI d Both sides `2 ♦ L 4"max. w/(10) 10d. nails 7 g.stucco shear �J -T a said shtg 3 6^) 6 See Spacing on It a Structural Truss. U N 0 { 3 1 3 S<hedWe Below. (a a .X 16d A35 ROOF _ ___ 1 6 I60 A35 ROOF 2 1 2 a SPACING E.N. X X SPACING E.N. 5 6 2 6 1 IO" 32' .1 10' 32" - 8 8" 24• - �l .�,-. Note: .2 8' 24- ttt��\\\ t�\ 5 3 4' 16" - 'J � T..I Notch Larger Boom 5 ALT CONDITION 3 a" ,5 - X SPACING J \ \� ♦ ♦ to receive Smaller When HI A35 EN Q 6 \`(6 .4 STAGGERED 8• ♦__♦� "X" is Greater Than 4" '4 STAGGERED 8" 1 1 48•a/c 48'o/c 6' a: r^ aa a As Per Plans= ALTIOR -U.N.O. 3 = Y' •U.N.O. TA I 3 24'a/c 24'a/c 6• = 4 4 I6'o/c ESI FME IE11 FME ESI/FME ESI FME /tl / ✓ ESI,FME U SHR-010 HOD-001 CCN-D02 SHR-003 `J ALT CONDITION sHR-Q02 = W 18 DRAG TRUSS SHEAR TRANSFER 14 POST TO POST HOLDOWN 10 MAIN INTERIOR BEAM 6 GABLE 2 EAVE RAFTER SHEAR CONNECTION Q Q' ' i-tJ I-E.N. I.Simp.ST 6224,UNO 1.Got To Plate 1.Post• 2-Sheathin p g 1.ON Top Plate Alt.MSn for at Dbl.TJtion. VL See Plan 2.Simpson ST6224 __ _ _ ___ __ 2.Simpson ST6224 3.2X Sill Plate 3-SimpsoaST6224,UNO MST48 ti 2.Bm Or ST6224• 2.See Plop for Brg.Condition. 3. Top Plate Break 4.Bm or Dbl.Jst or P-L ______ ______ 0 DBl iJl/LVL/PSL 0 Top > 3.Bm a Dbl Joist 4.Flush B3.Drop eam.orDDot Jsbl tt. 4.Dbl Studs �- 2 _ 5. Wrap Strap 4round Bm. 4-Stud Wall or BM. •U.N.O. PI (3 5.Plywood Spacer i 5.%o d.Shtg w When D61 F/J) 5-Beam or TJ or LVL,PSL. EQ. { EQ. "'I �J (See Pbn) I 3 5 Eq. Eq. � � / i / 1 �z_L2 � a 1 .. (� (` 2 EQ. EQ. 1 F_i__P-T=�-T- 3 4 x ' Il WI 0DOL TJ/LVL ----- ------- X Strap O�K7A O STRAP SL AT TOP Yr� 1 ST6236 MS!An 2 I alt. IOC. 4 1 ST6236 MSTi60- 2 MST48 MSTi72 co 4 9 3 E EQ. 5 2 MST48 MSTi72 3 3 MST60 - ELEV4T10N ALT.FOf� u 3 ''MST60 ' - z Z 5 6 ELEVATION ESIjFME Tull El FME I�i�9 ESI FME ESI FME ESI/FME ^ DRC-025 HOD-002 DRC-009e CON-006 DRG-001 L.L 19 TOP PLATE BREAK -15 TIE DOWN CONNECTION 11 JOIST DRAG STRUT 7 TOP PLATE CONNECTION 3 DRAG DETAIL W APP 3OVE ,'1.,n Ir ISS NCE 1.Edge Na1nnq 1. NB125 at plote,Brlggly,r 47f KAC 7. 2x Patter 1 7JI 2 2.Double Joist If Applicable UNO.(or CS16 Strap) ASS IATES,INC. (1 (2) 2. PI d Roof Sht 1. Edge Noilin �` .Dbl.To Plates Typical. 1. Edge Nailing g' I L=(See Plans) 9 9 I 1 3.Simpson A35 At a8'O.C.o.c.(U.N.O.) RC� YP� 3. lz Cont. w/t6tl Nails ,w 2. Header I I 4.Al'.A35F Location 3.2X BIPRdR��a£s have en re iewe 1 2 2. Roof Sheeathin ,T---- - A7E_�_ y at 8"O.0 4'-0"PI d. 3 b 3. Girder Truss W/ Approved 3 1 I I 5.Studwdl a Boom •Unless"ARNtgft6d bgoM4gd e r adherence to the Han er Per Truss Mir. 3. SU.Str Sim 1ST * RRd or inane tr ap pO •� h Authorization is 9 4. Edge Nailing 6.TJ a Bk'q.r Rim 9ranrad to issue ___ L=_= pending 4. iyp�ca Roof Trusses 5. 2x Blk w PI d E.N 6224 Ea.Post over 9'-0'+/- 28'+/- -nn,nval by all a I- bull ng Permit Per�'lon i g / Plywd.Shtq. - 7.TJ 8d Common at 3d Common at Pp icable C ly age ias. g 5. 2x Blocking W/16d's 0 4 6. 2x Cunt. w/16d"s 0 �- 1 f ( 1 4' 8.DbLTop Plates 12" o.e,U.N.O. of 8" t. _ , ! y 4. Post w/E.N. I I Every Third N.0 Hole. Every Noil Hde. O g and of 5. 2x Stud 0 16'o t 9.10d Nails At 12'ox U.N.O 7_ pl,� h.11 Permit based on 1 / - *2x Blk' 7 Be Fit riot#Snu To Truss And I r'^ obthea astrued to o- .....: J B. 4ab Sill npaade ^ Na Skp-�k go 9°w�tOd Spacing 2 99 PPlicable L 'resumed t L a I \ 3 5 A35 Spacing - i� _. i A I <� �' N 4 9. u-ears to Match era J 1 � 1 1 ,� QPOFES - s 5 WWI Material Bm.in Quantity k Size. 7 .2 16 .3 a24 6Sta r 'Q�O� N - 1 2 6 \ ee Plan 10, Simp.HD,See 6 ALT CONDITION _ 7 (otaten90 0 ona)� o I�c C- 2 fp DRAWN f6 E20(4 4 N I 8 11.Curb Height Per Plan �'� 9 CHECKED 3 5 O 5 L J •U.N.O. N g S x( 3'clr. DATE _ (r} �\ Ol P 09/07/2000 -- - - 10 11 LLLIII la pv 14'LQ J2899 ESI FME ESI ME "' ESI FME OPTA :TJI w/A35 OPT.2 :TJI w/Toe Nails Per Toole ESI FME ESI/FME SHEET ROF-028 SHR-008 SHR-006 SHR_004 DRC-002 20 ROOF CONNECTION 16 SHEAR TRANSFER 12 GARAGE DOOR HDR SF IR WALL 8 1 JOIST SHEAR CONNECTION 4 DRAG CONNECTION MAR 3 0 tow SD 1 SHEET: OF:, - 1.MSiae REVISIONS By 1. 2%Studwoll 2.Drag Truss w/E.N. 1.Dbl.2x S0 _ Q m3-09-01 t 7) 6 01 -Edg Truss Nailing 2. 2%Sill Plate 3.Hq,.Per Loss MFC 2.DbI.Top-Plates +iY 2.iron 3. Floor Sheathingaiin 4.B.M. Q 3. 2x Blocking 4. Sill Plate Nailing 3. Top Plate 3.(1)5nnpson CS16• 4.Stud WWI 5. TJI BI' w 6.PI d Shq / O2x CONT. 5. Simp.WB 126• 10d 0 4• / 7. bx6 g - O w 10d O-2'o.c.O Ea. 2 4 01/BS HARD1r PANEL 3" tY PANEL WO1H Ea.Comer Over Plywd TOP PLATES w 10d-Nails 4.2x Blocking OR BM,PER PUN 2 / 1 6. Edge Nailing B. 2x B1k'9 S.Shear WWI Edge 6.2z4 Blocking 7. Floor Joist 6 8 7 t + Nailing. 2 B. Double Top Plates 3 •12 U.N.0 4 3 TRIMMERS A " 2'-0' 6 A/ - USE 1-I/2"DRYPACK .. W. ROD k 6 5 / OPNG. ,-./ *8)BO T.EXTENDRS D5-0" A PCA� ER 7" '-� i f_ Q: 3v + See Framing PAST EA SIDE OF FR 4" 5.6 9'-0- d 8 t Plan.Typ. (WRAP O CORNER) 4 1 DEEPEN FTG.O e tuANC I I - SEE PLAN OLT • ; , ESI FME '• " ' �' SHR-020 EHR/ME E51 FME ESI/FME + + ESII ME W DRG-004 3YJR 2 37 PERPENDICULAR TRUSS SHEAR BLOCK 33 SHEAR TRANSFER 29 25 SPECIAL SHEAR AT OPENING 21 HARDY PANEL W� ,.S•npson MST-48 1. 3/4" x Space O Top Plate 2 Rows t 2) +. Edge Nailing 2. x aeam Sr 2.Drop Boom W Q a<�� To Bottom OF Truss 1 Y 1.Beam or Mtpl.Jsts. 1.Drag Nailing - m 2. Roof Sheathing 4 I 9 3.Simpson 516224 3. 4. an Sf6224 1 2.Blocking 2.Drag Truss,See Plan LL < 2. 1z4 Plate Ovwer 2x4 Plate Y 3. Girder Truss 4. 4x Post 4 4x Port 1 2 3. WB126`or 12'Lon 3.jimpson ST 6236• w/Simpson STCT Clip O (Plywood on side 5,yll Floe 5.Sill PMe CS16• 9 4. 2x4 Scab-L=8'w/ uF Int o.c. O All Non-Dearing May Be Omltted &DDLFILJast air Beam 6.TA 4.Wall or BM/Jsts. t 2 ) 16d O 4•ox Stagg, N �g Interior WaNs J<//J�� 99• If Des,gned as 7.Mutt.FJ or Bm. 7,16d Nails W 8'O.C.U.N.0 a• (' S.Bd.Common-NailsO I O Single Drag Truss Only W •-t^ 3. 2z4 Walls O 16" o.c..U.N.O. /`t Drag Truss) 8.Single Rim Jsts. 8.Single Rim Jsls. 6 5.4 o/c(6•o%far 2 5. Post&Beam d//`✓ 4.3x Blkg. w/16d's 9.Sole PI We Noii g CS16) 6. Top Plates Alt. ^' 4. Bottom Of Truss Per Plan O 3'o.c -_d• t 6.2 Rows of Id q •U.N.0 �' B g' 10.(2)8d NOAs,Ltrtwn ! Common Nails O 4.2 4 \t3 5. Simpson HU it.Ay Web Sli lever• �\ a/e(4"o/c For C516) \ 3 B/s ofi,`�, (4 9'&ell 7/B'2 1/12 1/16• �--�• 3 3 14"§16". i'x 2 1/Ili- 5 3 9 (J s _ 4 4 r 2'-� X �_ 6 I •� E. Eq. /) 2 Rows / -2 Shlg hru I 2 Cut nru `-,=;u b• / u__� \ Sht uCf U.N.O. = J -Ref:iJl Res. ESi FME Product Retcuiae ESI FME {OOFME ESI FME ESI FME U CON-019 jHR-018 HOD-003 DRG-018 DRG-007 Q 38 NON-BEARING WALL CONNECTION 34 SHEAR TRANSFER 30 FLOOR HOLDOWN 26 INTERRUPTED DRAGS 22 DRAG TO TRUSS 0 1.Elm Per Plan 1 5eom ISee Plan) 1. ,',x Sill Plate I.Simpson _S16 Strap '^2.(2)Simpson TS22 Ea.Side T Simpson ST-6224 1 (I)Simpson or TBdor 2.2x Staid Blocking 3.King Post -^� 1 2. "TREX'Decking Over Member 3.Hanger g 1 3. For BearingCond. 3. Deck Joist Per Plan • U.N.2 See Plan. 2 (Use LSTA21 O 24"o.c. 4.Mi<rolam _ O Otl BA/SDI) ' ALi(2) TS22 4. 2x Ledger w/3/4'Did. x 5.Blocking / 3 5"Lag Bolts O 16'o.c. 2 Bm(See Or6.Floor Joist 4 Staggered,U.N.O. 1 3.Beam 5. Simpson HU TF Hanger 4.Metal Hanger(See Plan} I 2 6. 2z Rim Joist Or Timberstrand Eq. Eq. 5.Plywood Sheathing 7. A35F'S O 32"o.c.U.N.O. •U.N.0 3 i 2x Blocking 1 NOTE: Use Snnp.MST1 48 Far I-Joists or LVL 7 Jl �^a.�� Cl) 7 2 \-O, 2 36 7L ESI FME ESI FME ESI/FME ESI FME ESI/FME a CON-040 CON-065 DCK-OOSa DRC-014o 39 BM / PDST CONNECTION 35 BM TO POST CONNECTION 31 DECK DETAIL 27 DRAG CONNECTION 23 W Al VEp� FOR KAS ISSI Floor Joists, Beam or +.SHTG. Roof:reoth,ng SSOc;ig7 Post Abv.,See Plan 1.A35 O 24'o.c 1- 2z6 Ledger w/(3)16d 2.EN. 9 2. Edge Nailing BY ES,INC. 2. Roof Shtq. (2A 4.B.N. 9 T plans (- per Truss �./ 2 3. 2z 9lockin pPlicable ^rev 2. Simp.T522 or H2.5 O o 3.vert,cal WeD 2. Lap Rafter and Truss 6.A35 AT 24"o/c 1 3 4. 16d O 6"0.a cotive be -DATE 4.2z Blocking /� Spike with 4-16d 3 e.BEAM 5. Rafter or Trhef b granted to ai a^oe(Or a ce to ad 3. RequAddired. Strap where \� 9 1 p' and 1 Y Old dhere e Required. 5.Truss /j✓ 2. 4. Support Beam or '/ 6. Edge lidding O 48"o.c 5 7.6d SAT 4"o/c TOP Chord. oval by all aopplica le C} viltlingApe/mlz s ationtie 3.2x Blocking As Req'd 6 11ng Per Trae MFG. , 2 6. Studwall The issuance gencies. Pentling \ (6 9 9.Truss 5 7. 2x816dk0 P�biC I °�the g g I�ng If Perm-I b Stud Wall, See Plan For Full Bearin \, 2 3 r�� @ 8. Lap& 16Itb .or he c nsased °o i,. 10 6 w/4 9 ( I r Ledb4, 5 9. Smp.TS9 O 68 oc g y I - 4 j 2 10. 2x Blockingpe -- •1 1 2 RAFTERS PARALLEL 11. 4-16tl per Stud '71 1II 4 R TO wALL 12. Simpson Lu�O�OQP�FE� in, Wrap to ,`�l` 9 side 7 O 7 m DRAWN J --- A35 Spacing 3 2 4 3.201N i 4 \y R See Pon a 16' CHECKED 2 • u.N.O D. 12 9 6 t. DATE p. 6" CALtWQ, A 09/07/2000 d. a" 8 AI TFRNATF t2 J2499 ESI FME RAFTERS PE ESi/ME ESI ME ESI FME 70 WALL J'L� { E51 FME SHEET CON-009 SHR-019 ROF-038 7 C^.-000 I ft l\Cr O 2��1 SHR-012 �0_ BM TO BM CONNECTION 36 TRUSS SHEAR BLOCK 32 TRUSS TO ROOF JOISTS 28 SHEAR TRANSFER 24 ROOF TO WALL SHEAR TRANSFER SD2 SHEET: OF: f REVISIONS BY 23,ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE" LATERAL SHEAR NOTES: GENERAL NOTES CONCRETE LUMBER/CARPENTRY " STAMP LABELS�°"'�"HEART""�" FOUNDATION/SITEWORK 155,IBC, FRArm , o 24.ALL HANDING JOIS"ALL BE HUNG WITH SIMPSON Q DOIGLAS FIR-LARCH 1.ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE •LUS'MANGERS U.N.O..AND SIMPSON'ITr FOR TJ's.U.N.O. 1,THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION 47 M'OL Qj IDS-m'8-OI • � I THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL 1.ALL CONCRETE SMALL CONFORM TO THE 1.11I EDITION OF WITH THE STANDARD GRADING RULES N0.16 FOR WEST COAST INVESTIGATION BY SOIL REPORT SUBMITTED: VERIFY ALL DIMENSIONS-AMID SITE CONDITIONS BEFORE STARTING THE UNIFORM BUILDING CODE. LUMBER µD USC STANDARD NO.23-1. 20. ALL BEARING WAILS ON A WIX)0 FLOOR ARE TO BE SUPPORTED WORT(.THE ARCHITECT IxN @3Ti.E IIQ SHALL BE NO11F1ED WITH DOUBLE JOISTS OR SOUND BLOCKING DRESS NOTED OTHERWISE. PER: IJEOSOILS•INC. l 2 LAS A p 5/CAT SAOEDAYMOd IETHH R"LSCOOLERA I.O AT 9'OL A7FLF W ANY 4E DISCREPANCY. 2.CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PROJECT NO.: 2741-A-SC AIVIES I FIELD AT DARE LAYER 6d CpC1E1M WWL9 AT T•OL AT EOCfS -m THE SPECS. 28. ALL BEAMS TO BE SUPPORTED WITH FULL BEAfiNC,U.N.O AID FIELD At FACE LAYER PRESSURE TREATED DOUG AS FIR OR REDWOOD. : - 27. ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING. 00TOBER 11, 1999 G,TYP. 7. Id'DRYWALL AM Ed F.00LEEDGESFIEL NAM AT 7.OL 47 EDGES 4D D 50 FU 2 DIMENSIONING SMALL TAKE PRECEDENCE OVER SCALES 3.ALL CEMENT SHALL CONFORM TO ASTM C-150, ITAOLE 25-1 IOC/ M PLF SHOWN ON DRAWINGS TYPICAL DETAILS µD GENERAL 3.MOLES FOR BOLTS SMALL O BORED WITH A BIT 1/32"TO 25 APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BO%-OUTS. 2.THE ALLOWABLE.SOIL BEARING VALUE IS 1500 PSF FOR NOTES ARE MINIMUM REQUIREMENTS TO O USED WHEN TABLE-19-A-3 REQUIREMENTS FOR CONCRETE 1/I6"LARGER THAN THE NOMINAL BOLT DIAMETER. FUR-CUTS,SOFFITS OR ANY On"FRAMING THAT MAY 3. SITS'LE 25-1LL YMIHI 6d COMER NAILS AT T'OL AT EDGES AID FIELD- EXPOSED TO SULFATE-CONTAINING SOLUTION INTERRUPT CONTINUITY OF IRE PLYWOOD. CONTINUOUS FOOTINGS (TABLE 75-I IOLI CONDITIONS ARE NOT SHOWN OTHERWISE. '01mAL wticx UO-MHHT 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPUCATIOI - 29. PROVIDE FURRING AS NEEDED TD AUGM-NON-SHEAR WALLS 4. V2.OftraALL II1H1 SDI COOLER NAM AT 1.OL AT EDGES AND FIELD 63 PLF AWREGATE AG......E C.c. (TABLE 15-I IOG1 3.NOTES µD DETAILS-OM DRAWINGS SHALL TAKE PRECEDENCE WATER-SOLUBLE "PLYWOOD.PUNSTER,ETC. WITH SHEAR WALLS waNmum 3.ALL SITE PREPARATION,EXCAVATION AND COMPACTION SHALL - 13 PLF SULFATE SULFATE�5174)IN CEMENT welw-a•m•MNeu. I'e I4o•mel wxeM 30, PROVIDE 4X OR DOABLE 2X MEMBERS UNDER SOLE PLATE 5. SR'DIMT1 w 1 MITHI bd COOLER NAILS AT 4'OL AT EDGES AND FIELD OVER GENERAL NOTES AND TYPICAL DETAILS.WIERENO EXPOSURE SOIL, PERCENTAGE TYPE uaHhH a Reno.eY ane Wn'•'!an( S.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES,ETC. BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. (TABLE 25.1 VBC) BY WEIGHT w•pn1-nah_,wNgM •g+•w•'• NAILING AT 2'O.0 DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO Aget-,. C.,_ Cenc.N•.vN UNLESS SPECIFICALLY NOTED OR DETAILED. "S PLF S11i WORK ON PROJECT. Negligible 0.00-0.10 - - 31. DOUBLE TOP PLATES+/MIN.48"LAP SPLICES TO BE PROVIDED•/MIN 4.SEPARATE PERMITS SHALL fE OBTAINED FOR ILL FENCES 6. N•DLO02.D(TABLE 2-I YIN SDI C00.ER NAILS 4T 4.OL aT F2DGE 6.ZX SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR AND WALLS,AS REWIRED. AND BLOC(TABLE 1S I IOC) 4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS Moderate M 0.10-0.20 N•P�M$•IS 0.50 4.000 RAFTERS AT ALL SUPPORTS,EXCEPT WEN LEDGERED. (6)t6ds PER TOP PLATE SPICE - PLF OF THE 1994 EDITION OF THE UNIFORM BUILDING CODE, 1. AIV11/9'BLOOD DRT5-1 WITH M C00.BR NML9 AT 1.OL 4T EDGE Severe Q20-2.00 V 0.45 4.5002. TOP PLATE BREAKS ARE STALL OCCUR OVER A STUD OR POST. S.PROVIDE NON-EXPANSIVE FILL AS RECURRED TO LEVEL PAD. ArD FffLD.(TABLE I5-I UDC) AND ANY OTHER REOILATNG AGENCIES WHICH HAVE AUTHO- 7.CROSS-BRIDGING SHALL BE PROVIDED AT W-0"O.C.MAX.MA% E TW Si11CL0 OVER APPROVED LATH WIN 16 GAUGE STARES im PLF MTY OVER ANY PORTION OF THE WORK,INCLUDING 111E V_ y OVER 2,00 V plus 0 0,43 4,500 FOR ALL FLOOR JOISTS OVER IT IN DEPTH AND ALL ROOF 33. SOUD BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT 6.SURFACE WATER WILL DRAIN AWAY FROM BUILDING,DRAINAGE AT 6.OL AT TOP A/ID BOTTOM PLATES,EDGES OF SHEAR MALL - SlfMef Ixdm JOISTS OVER 10'DEPTH.USE SOW BLOCKING ORµ SHEAR WALLS 9HALL BE 2x FROM BUILDING TO SWALE LINE SWALE SMALL DRAIN YD FIELD(TABLE 25•I UDC) STATE OF CALNVNIA DIVISION OF INDUSTRIAL SAFETY,AND I-A to-w.at•r e•m«euou•mot .d.,aco at n91-.vmgth mare•••au++a THOSE CODES µD STANDARDS LISTED IN THESE NOTES 10•'o.Pum_4 a ro•Proz _ag."o anro•�a,or embeaa.e't. or APPROVED TYPE METAL BRIDGING. 34. ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO O AT 1X(MIN.)FROM REAR"BUILDING TO STREET. -760 PLF eea.ng ane lnamng(Tml•la-A-2) FREE OF HEART CENTER. S T2'STUCCO OVER AP+ROvID U7N WiTI K GNNI.'#STAPLES AT 3.OL a. AND SPECIFICATIONS. 7-3w•at•r AT TOP AND DO7CM RATES EDGES AID N,Or,AT vELp. 0 io:xden that not e•wr a1.•m�we eY t••t aw�c••«0•4 to+xP•o..xulfal• 6.ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR C-D 35. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PS's µD/OR- 7.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION ICDO INEPCIMCF NOII54 NOR ECL&) Z n.n<an<e.n.•u.ee a comet.ca:tonup type 5 cemant GRADE WITH EXTERIOR CLUE UNLESS NOTED OTHERWISE µ0 BC's MINIMUM,UNLESS NOTED OTHERWISE. WHICH EXTEND DEEPER THAN A 45 DECREE LINE PROJECTED DOYN 10 3pp WOOD STR)CftPAL PANEL U N 8d COMM"AILS AT b•OL AT S.APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL µD AWAY FROM THE BOTTOM OUTSIDE CORNER OF µY FOOTING. EDGES AID tl'OL ATRELD(TABLE 23•11.1.1 IOC) � V 2 OR ALOWABLE FAILURE 10 COMPLY WITH THE PLANS AND FOR FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 CONFORM TO PS-I-83. EACH SHEET SHALL BE INDENTIFIED 36. ALL SIMPSON HD PA,AND CB HOLDOWNS TO BE FASTENED TO Z LAM W H FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT BY A REGISTERED STAMP D.F.P.A OR A.P.A. 4x4 POST MIN.,U.N.O. S 3IY YUCD STRCTURAL PANEL URTH 6d COLrCN NAILS AT 4.OL A7 7: SPECIFICATIONS. µY DESIGN WHICH FAILS TO BE CLEAR OR WEIGHT CONCRETE. u B AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR 8.PROVIDE 6 MIL RECOMMENDED U.N.O.UNDER SLAB(EXCEPTION:GARAGE PIECED AID II'OL AT FIELD'TABLE 73-II•I•I IOC) -350 Fu W '•I O1 S IS AMBIG FOR INTERPRETATION OR CLARIFICATION. 5.ALL AGGREGATE SHALL BE COMPARABLE TO'Sµ CABRILL 9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT 37. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 1/2'DMA•x 10" $LAB A$RECOMMENDED BY SOILS REPORT). C m U i i Q, 3U5'woop STRUCTURAL PANEL 11MTI/6d CIMM'N NAILS AT 3.Or-6T ! 4 FS µDHOTI BOLTS AT 72"O.C.,U.N.O.(MIS 1270 RAMSET/REDHEAD -490 RF � WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. EDGES AMID Q'OL AT HELD(TABLE 23.11.1•1 IOC) � rP<1 0 VALLEY AGGREGATE,THE SHRINKAGE SHALL BE AS PER ASTM MAYBE USED IN LIEU OF ANCHOR BOUTS). 9.ALL HODOWK ANCHORS,RUST BASES AND HQDOYIN BOLTS SNAIL 6.SEE ARCHITECTURAL ELECTRICAL µD MECHANICAL DRAWINGS C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-OAK U' S FOR PITS,TRENCHES.ROOF OPEMNGS,DEPRESSIONS ETC. NOT E%CEEDINO-0.04x 10. ALL METAL ANCHORS,FASTENERS AND CONNECTORS ETC. BE RED INTO RACE PRIOR TO FOUNDATION INSPECTION. D. 3R'UKi7D S1RC1URA1 PANEL WTM 6d GGfMON NAILS 4T 1.OL AT -�� '^ �w t�� SHALL BE FROM SIMPSON STRONG-TIE(IIIi SUBSTITUTIONS 38. ALL INTERIOR WALLS TO RECOMMENDATION,SECURED WING.CAL PINS PER EAfb MD 0'OL AT HELD(TABLE 23.114-I IOC) v/ NOT SHOWN ON STRUCTURAL DRAWINGS. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND MUST BE PRE-APPROVED IN WRITING BY ESI/FME. MANUFACTURER'S OMMENRAMST U.N.O.CALCULATIONS GOVERN 1,1 pS IN ALL CASES.RECOMMEND RAMSET/REDHEAD 1516D AT 24"O.C. 10.PUCE 20'-0"REBAR N FOUNDATION AT SERVICE LOCATIONS. y VJYOM DAL MM'10D STRUCTURAL PANEL EITH TI3d ccTflpN NAILS 4T J'OL AT W CEMENT TO NOT MORE THAN THREE PARTS SAND. PER ICSO REPORT NO.1147. STUB UP RESAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. �g AND V*OL AT FIELD/TABLE 73•II-1-1 LW) -TIC PLF S 7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT 11. ALL STRUCTURAL LUMBER SHALL BE DOUGAS FIR-LARCH, i BEEN CONSIDERED BY P$T#E FTC. 11.FOR THE LOCATION O-CONTROL JOINTS.REFER TO THE FQUNDATION 7.ANCHOR BOBS,HOEDOWN ROTS,DOWELS,INSERTS,ETC. 19X MAX.MOISTURE CONTENT,OF THE FOLLOWING GRADES 39. ALL CONVENTIONAL FRAME PORTIONS OF ARE TOO D. EDGES DAL 6TRCT I FRELD TABPANEL WITH 10d COMMON NAILS AT 7.OL AT ev Put B THE DESIGN ADEQUACY µD SAFETY OF ERECTION BRACING, SHALL BE SECURELY TIED IN PLACE PRIOR-TO POURING CONCRETE. UNLESS NOTED OTHERWISE CONSTRUCTED PER SECTION 2326 O'THE UNIFORM BUILDING CODE,U.N.O. PUN.(ZIP STRIP OR EQUAL).MINIMUM O 20'-0'O.C.EACH WAY ©CEg AMC Q'OL AT REED(TABLE 13-II•I•I LOG IS RECOMMENDED. NCTES, 31 _ SHORING,TEMPORARY SUPPORTS,ETC.IS SOLE RESPONSIBUTY 9.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET OF THE CONTRACTOR,µD HAS NOT BEEN CONSIDERED BY 2X4 STUDS(LIP TO 1)......... 'STUD GRADE'OR BETTER b. HE ARCH-DRAWINGS ARE TO MI RENEWED BY THE CONTRACTOR AND 12.DRIVEWAY PAWING SHALL O 4'PORTLAND CEMENT CONCRETE. A LLDA G LABORATORIES PLIES I MATERIAL APPROVED Oea•)T DT SAL E6 A""BOO OR I=-PIR LARCH '• " FOR 10-DAYS OR BY AN APPROVED CURING COMPQUND, 2X4 STUDS(OVER t0').......... 'CONSTRUCTION GRADE' THE ARCHITECT PRIOR 10 SUBMITTAL FOR ENGINEER REVIEW. RESTING LADORA OTH(THIS INCLUDES pSp)THESE R IN SEA FOR ACTIE FIR LARCH ..-.... ; EEBP'AE INC. 11E CONTRACTOR IS RESPONSIBLE FOR THE (5 SACKS MIN.). OR SWTNE?R PRE.OTHER LIMIDER SPEGES MAY DFeER IN SHEAR LMdGTES. STABILITY"THE STRUCTURE PRIOR TO THE APPLICATION 9.REFER TO ARCHITECTURAL,MECHANICAL,ELECTRICAL µD 3X RATES............................. 'STANDARD GRADE'OR BETTER 41. TRUSS MANUFACTURER TO PROVIDE CALCULATIONS,SHOP DRAWINGS. 2%6 STUDS............................ NO.2 13 FOR POST-TENSION SLAB.REFER TO APPROVED PUNS S. PROVIDE 2x UsIEN NA AT HORIZONTAL 31-O WOW 677WK'TURAL P41EL PANEL,lO4NTb. OF ALL SHEAR WALLS,ROOT AND BOOR DIAPHRAGMS PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST ''' DETAILS.TRUSS MµCERS,BRIDGING AND ERECTION BRACING. 3x OLOOCItNG UFBI NMLNG IS AT 3.OL.OR LESS INTO CONCRETE AND FLOOR DEPRESSIONS,PITS,ETC. 2X JOIST NO PREPARED BY OTHERS. C. WHERE UDOD SrRIC111MAL PdNE1.15 APPLIED ON BOTH FACES OF UIALL,MID NAIL SPACING AND FINISH MATERIALS.HE SHALL PROVIDE THE NECESSARY BEAMS AND STRINGERS 42. PROVIDE DOUBLE 2X SIDE PLATES WITH SOLE RATE NAILING AS BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION 4XII)AND SMALLER.................... NO.2 SPECIFIED ON THE PUNS AT BOTH PLATES WHERE I 1/2"LICHT WEIGHT 14.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL B LESS S OR FF M PANEL L BE 3 SHALL BE OFFSET TO$STAGGERED ON Ds+ON E CH SING OF THE AFOREMENTIONED MATERIALS.OBSERVATION VISITS 4X12 AND LARGER....... ...,. NO.1 CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS,U.N.O.. nE1tDEIQS OR FRAMING SHALL BE 3k DIM WIDER AND NAILS ST,eGGEIMEp ON EACH SIDE J JOINTS,SCORING.ETC.FOR CONCRETE WALKS AND SLABS. CONCRETE IS USED AT THE FLOOR. 6%AND BX.........R....._............. NO.1 TO THE SITE BY Effi'Pi,E pG SMALL NOT INCLUDE INSPECTION D. U4EFE MALLS ARE SPACED AT 3.OL,THEY WALL BE STdGGE1HfD MD 3x OR i't•3,000 PSI POST µD TIMBERS............ N0.1 1997 UBC OC OF THE ABOVE ITEMS, 11. ALL STRUCTURAL CONCRETE D-" 43. WHERE BOTH TOP PLATES-ARE KRONEN,STRAP WITH ST6221 MIN.U.N.O. FRAMING(INCLUDING WORRS SHALL BLOCKS). USED 4T ADJOINING PANEL EDGES ALL SLAB-ON-GRADE Fc'2,500 PSI ROOF PLANKING ANO DECNINC..COM.DEX. (NCLLIDPG HHLRIZCNT4L BLOCKS/. '^ 9.CONTRACTOR SHALL INVESTIGATE STE DURING CLEARING AND ALL CONTINUOUS FOOTINGS AND PADS F c-2.500 PSI BOARD SHTG.AND STRIPPING-SUITABLE FOR INTENDED USE, 44. COMMON NAILS SHALL BE USED FOR ALL PLY SKATHNG TOP PLATE SPLICES S SEISMIC FACTORS PER SIDES BE i ram'\ Q V J SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS E. IBM°JNORi DOx NAILS MAY BE USED IN LIEU OF!b OR kad COMMON NAILS a SEAR WALLS ONLY. -/ EARTHWORK OPERATIONS FOR FlUID EXCAVATIONS OR BURIED ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH I of NDS STRESS VALUES FOR DQU(XAS FIR-URGH LBGCIIAPTER B s931.BC � � F. 2'x 2'x 3A6'STEEL PLATE WASHERS ARE AMIRED ON EACH DOLT(UDC SECT.IB064.0 EARTHWURES SUCH IO CESSPOOLS,CISTERNS,ONS OR U RI 28-GAYS. PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. TABLE ILO PARAMETER VALLE M.IF µY SUCH S S CESSPOOLS. FOUND, EIONS. FIQ SINGLE/REPETITIVE G USE 3x 1•MDSILL PLATE AT$16 MALLS �•�INgILNG 3.OC.AM LESS) 1 E E 12. ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL 2X4 02:FI'315/1510 PSI; 'v-95 PSI E•M6x10 S 16-I Seismic Zone Factor Z 0.4 Z O AND THE SOL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2%6 ,2;rb• '140/1310 PSI GLUELAMS/MFR: WD. PROD. �IgOM AND HAVE SPECIAL INSPECTION PER SECTION 1702"THE UNIFORM !6-J Soil P•oiile Type S. O,44 ALL ROOF AND FLOOR SHEATHING TO DE D(P091M I OR EXTEIeIOR �1 10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PEALED ON ?X8 02: rb-!055/1210 PSI (TABLE 23-I•J•I AND 73•I-9-I UBC) ram/ W Z BUILDING CODE UNLESS NOTED OTHERWISE. !,ALL GLUED LAMINATED MEMBERS SMALL BE MADE"'-'i2 t6-$ Near Source factor N, 1.2 FRAMED FLOORS OR ROOF.LOAD SMALL NOT EXCEED THE DESIGN C%10 12:•b- )65/1105 PSI -- 13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4' 2X12 42:Fb- 375/1005 PS DQUGUS FIR LAMINATIONS,COMBINATION 24-F PER AITC. 16-0 Seismic Coefficient(C� 0.55 R.'TOF JOIST SPACING EQUAL TO OR LESS THAN 71.OL:D/3111COD STRUCTURAL PANEL PII 24J0. /R LIVE LOAD PER SQUARE FOOT,PROVIDE ADEQUATE SHORING OF SLUMP PER ASTM C-143.5 SACKS OF CEMENT PER CUBIC 2X14 42'. Fb. 791 905 PSI 2.IND.APP.GRADE: FD•2400 PSI;Fv-165 PSI;E-1.8X10 P51 WIN soft 47 6.OL LT DOOR L AMC MMDOU Is-OC II'OL FIELD. � v AND/OR BRACING WERE STRUCTURE HAS NOT ATTAINED DESIGN YARD OF CONCRETE. CEMENT ASTM C-I50 PIPE-1 OR 2 446 12:Fb-1140 PSI '16-U`. Seismic Source Type B FLOOR•JDlbt bP4CMG EdIAL TO OR LESS TMµ Y'OL:ISA7'WOOD STRCILR4L PµIB,TAG SM4 STRENGTH. 4X8 /2:Fb-11w PSI 3. INDUSTRIAL-APPEARANCE GRADE SHALL BE USED.WITH i FI 32H..WIOd'.4T 6'OL 4T ECfiEE AND DOUDARE9,IB'OL FIELD 11.CONSTRUCTION DOCUMENTS IDENTIFIED AS'BID SET'ON µY OR / NOTED O CONTENT OPAEEtM 7-14 PERCENT,UNLESS 4X10 2 Fb-1140 PSI pE0 DEBEl1 JOIST SPACING E,,A.TO OR LESS THAN 20.OL:MI WOOD 5TRC'IRAL PAIEL TIG SIM ALL SMEEIS MAY BE SUBJECT TO RENEW.THIS RENEW WAY RESULT 4X12/I.Fb-I IOD PS NOTED OTHERWISE. - PI 4OR0,vutdd'•A7 6'OL AT EDGES µD DO3DMtlE8.ICI.OC FIELD. M CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR 10 11E 4X 14/1,Fb-IDDO PSI 4,FABRICATOR STALL BE A MEMBER O AITC µD ALL FABRICATION tt�� 4X16/1 Fb-1000 PSI SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION O' JpgT 124,%V.s AT A TO OR LESS THAN D SCU:23/37•,10- 9rFIELD,AL PMEL TUG 6MT4 ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN BXIO Ft.Fb-1350 PS PII 46/2{,+AOdY 4T b'OL AT EDGES diD BOspdREb I19'OL FIELD. NO*BID$Er DESIGNATIONS.CONSTRUCTION DOCUMENTS IDENTIFIED AS 6X12 41:Fb-1327 PS 'TIMBER CONSTRUCTION STANDARD'BY A.LT.C.. LUMBER SHALL BEBE MARKED WITH AN AITC QUALITY MARK INMATING CONFORMANCE WITH 4 PANEL EDGES ��MEN L TW Tp.LOOTS ET SHtA11 C SUPPORTED LATH IX(7OCNG HOT 1iE0UIREp WEN LI(rINEKNR LO'CFE'E IB PLACED OVER STOP OOR 'BID SEr ARE NOT CONSTRUED AS BUNG THE COMPLETED OR FINAL " DRAWINGS AND 1Y SHOULD NOT IN ANY WAY O USED AS SUCH. 12. ALL NAILING TO BE PER`ABLE NUMBER 23-I-0"THE LATEST THE COMMERCIAL STANDARD'STRUCTURAL GLUED LAMINATED LUMBER 12 ALL GUARD RAILS AND HANDRAILS SHALL BE AY BE TO WITHSTAND 'UNIFORM BUILDING CODE.UNLESS NOTED OTHERWISE. 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A FRAMING LEGEND: A LATERAL-LOAD OF 20 POUNDS PER UNEAL FOOT APPLIED HORIZON- 13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS CERTIFlCAIE"INSPECTION.CONTRACTOR SHALL BEAR EXPENSES I ��>� ROCIIINDIC J S SIPµ RA T RECTIOR OF TALLY AT RIGHT ANGLES TO TOP RAIL(50 PLF FOR COMMERCIAL) OVER TWO OR MORE SPANS WTH FACE CRAIN PERPENDICULAR TO OF INSPECTION AND TESTS A CERTIFICATE-0F INSPECTION SHALL �J 1 ✓qgm AMID RAFTER!, 13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER SUPPORTS(UNLESS SHOWN OTHERWISE).STAGGER ALL RYWV00 BE SUBMITTED TO THE BUILDING DEPARTMENT. I�- _.J-'�A TFAkwINED-Eg SIPµ µD DIRECTION OF FOR CONSTRUCTION µD ARE EXPRESSLY NOT INTENDED FOR USE PANELS A MINIMUM OF 4'-0'. v^}�`y � g IN MARKETING.EXTERIOR ELEVATIONS µD OTHER DETAILS 14.WHENEVER LATERAL BRACING O WEB MEMBER IN TRUSSES IS REQUIRED. 6.THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS V ♦ � ' FLOOR INDICATES Sp,µ dNID DIRECTION Q ON THESE PUNS ARE ONLY A REPRESENTATION µD MAY VARY THE LATERAL BRACE MUST END ON AN-EXTERIOR BEARING WALL. BUILDING FABRICATION. DEPARTMENT PINT µD 1=J'FiE•INC. FOR APPROVAL PRIOR RGbIA JOISTS O SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION, TO FABRICATION. / /� INDICATES SPAN µD DIILfECTICN OF 14,SLAB ON GRADE REQUIREMENTS i0 O PER THE SOIL ENGINEERS 15.FRAMING CONTRACTOR SMALL PROVIDE BACKING AS REQUIRED FOR ALL 1.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER CEILING J016Tb �y FLAB ONNGRADE SOLELY. THE SLAB ON GRADE I A LIGHT FIXTURES.CABINETS.WARDROBES,TOWEL BARS,µD HANDRAILS BASED ON A RADIUS-1600 UNLESS NOTED OTHERWISE. \\ �� /DCdTES,SPAN drD DINECTKN OF AS REQUIRED µD REQUESTED BY GENERAL CONTRACTOR. H DEIX 4 18TS(SLOPED dg REQUIRED) co NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED 8.PµALLAM PSL ZOE BY TRUS JOIST MACMILLAN PER NER 292 BY THE STRUCTURAL DESIGN ENGINEER. 18.EXTERIOR SH WOOD POSTS AND COLUMNS SUPPORTED 6'ABOVE E A CONCRETE A 2x6 AT Wi OL I-J016T THOLE Z SLAB SHALL BE INSTALLED A MINIMUM O 6'ABOVE EXPOSED EARTH N•2900 PSI:(V-290 PS:E•Z.0 IS,IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL AND AT LEAST 1"ABOVE SLAB ON METAL POST BASES.(EXCEPTION. 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT B 2X6 AT 14••OL TU E I Q nARc SPACING r1M4FALTUtER OPTIONS _ NOTES AND THE STRUCTURAL GENERAL NOTES(BHT SDI). POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE LOAD FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. .,+'E C 2x6 AT I4'OL J THE MORE STRINGENT REQUIREMENT STALL GOVERN. TO DECAY OR TREATED WOOD).POSTS OR COUMNS RESTING ON CON- �•'• 1► jR', ■ D 17�-AT IT'OL 0• I•JOIST P II•OL. CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM 10.TRUS JOIST MAC MLUN PRODUCTS PER NER T19.NER 126, fj A/ 91R•TJI/DO OF B"ABOVE ADJACENT GRADE PER US C.SECT.2317.5.ALL ISO- NER 292 AND HER 481. E 7X6 AT 16"OL R- :I.lOIST•W'OL. bl 9 IR•LN/60 APPROVED REINFORCING STEEL LATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO �« , + 't^.w(4 p� y7 F 2XIN AT 24.0� c) 'MIPSI DO FOR PAS 8 PERMIT ;E CONCRETE SHALL BE SECURED WITH SIMPSON PS'OR EQUIVALENT. 11,PROVIDE DQUBLEJ3'a OR DOUBLE iJ BLOCKS WHEN 16d SIDE t v"L•'ee d G 2D0O AT II•OL S. 1"1016T s 197'OL. d/ 91R•5J)60 SC07T rAZEKAS&ASSOC I.ALL REINFORCING SHALL BE ASTM A-615-40 FOR 44 BARS AND PLATE NAILING IS LESS THAN 4"O.C.AT SHEAR WALL ABOVE, "V� TES, M 7XIV AT W'OL U. 1•J018T•II'OL. r �rH u n Tro'Tit D E��- 17,PROVIDE 6 I RAT HEADERS AT ALL INTERIOR NON-OARING OPENINGS 12 REFER TO TRUS JUST MAC MIWN SPECIFICATION FOR DRILUNC J 7xID AT 74.OL bl A VB'Lpls 5e Tang have beg.reviewatl fo tlherence ICI the BARS AN ALL REINFORCING SHALL A IC T BE A$M A-1 i5 UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS K (7IIXIB 4t 4.OL V. I I-JOIST•ib•OL. I e ble Codes and ordinance. uthori7etion is BARS µD URGER.MELDED WIRE FABRIC 70 BE A$1M A-185. "HOLES THRU TA WEB. e) nT/D•Sakt �Flry-granted to issue e 3 TO 6 FEET IN WIDTH. permit LAP 1-1/2 SPACES,9'MKT.FOR STRUCTURAL SLABS ALL WOOD TRUSSES L 2xO AT II'Of w. I•JOIST•BI OL d) II VS'SJ PSI I by all applicable City agenc� Pending REINFORCING/5 AND LARGER TO BE ASTM A-615-60 IS.PROVIDE MINIMUM 1/2"CLEARANCE(VOID SPACE)FROM TOP OF ALL 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A-305. INTEROR NON-OARING PARTITIONS TO ROOF AND C3RNG FRAMING ABOVE. L MANUFACTURER SHALL SUPPLY TO THE ARCHITECT/ENGINEER M 2XII AT Q.'OL The is Usnce or X. I•JOISt•II'OL. �"�i��n�to granting ll a rmil based on "t"'Isilut,cl To J.ALL BAR$SHALL BE CLEAN"LOOSE FLAKY RUST,CREASE OR 19,ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE µ0 THE BUILDING DEPARTMENT,CALCULATIONS AND SHOP N 7XII AT 74.OL A) M•TJI/f ,. of these Tang shall not e P l2IIxl7 ATW OL b) M'LPI/ mit nr na�nnancn any Nrviolation the applicable OR OVER MATERIALS LIKELY TO IMPAIR BOND, BALLOON FRAMED WITH CONTINUOUS STUDS 10 BOTTOM CHORD" DRAWING$FOR APPROVAL PRIOR TO FABRICATION.ALL T• I JOIST•WOG I TRUSS OR RATER. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY e) I4•DLI)•v10:,,r t... ,�.,1 uermn n cumed to give 4.ALL BENDS SHALL SE MADE COLD. A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER.iT SHALL T 'IR156 At 74'OL S• JOIST.DI'OL. d) M•SJ/DD" I<innF.f a,r 5,$RILING"BARS SMALL HAVE LAPPING"JO DIAL OR 2'-0" 20.WHEN PLYWOOD SONIC IS USED AS µ Ex11:R10R OR INTERIOR WALL O THE RESPONSIBILITY O THE MANUFACTURER TO OBTAIN G•L INDICATES(U I GY L x R 7)0"GA6IGLAM LVL IB E COVERING,PROVIDE SCUD BLOCKING AT ANY HORIZONTAL JOINTS BUILDING DEPARTMENT APPROVAL FOR CALCULATIONS AND CAL INollATE5.1)1 3/-1 x LVL 2ID E M•L INDICATED I U 13(4"x II VD" MICROL.AM LVL L9 E MIN.IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS,EXCEPT AS NOTED 1XR RµS.MASONRY BETWEEN SIDE PLATE AND µY TOP PLATE."Z'BAR METAL SHALL SHOP DRAWINGS PRIOR TO FABRICATION. P•L (OR F5L) INDICATES PARALLAM&'-VER PSL I L E BE USED AT EXTERIOR HORIZONTAL JOINTS. V. INDICATES(U 1 3(4"x II T/d'yE11R*A1.AM LVL LID E ■PIH � .: REINFORCEMENT SHALL HAVE LAPPINGS OF 40 OA.OR 2'-Or r+ 2.TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE ��p VL INDICATES vERD14" MIl VL 20 1R QPOFES$'/p e WHICHEVER IS GREATER. 21,INSTALL FIRE13LOCKS TO CUT OF ALL HORIZONTAL AND VERTICAL LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, J OIL INDICATES ST 1 CIL IT Ill STRUCLAI'1 LVL L9 E S.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES, INCLUDING LITERAL LOADS AND MECHANICAL EQUIPMENT LOADS. 6L INDICATE*9T'BE"R LVL 2ID E Ir �FE PLACED BEFORE POURING CONCRETE. FIREBLOCN$SHALL O"2 INCH NOMINAL THICKNESS.LOCATION , )• O HEADERS MD BEN•15.REFER TO BIG6EEIMI.G CALLS. h v 7gmyC DRAWN vl "FIREBLOCNS SHALL INCLUDE: 3.ALL CONNECTORS SHALL BE ICBO APPROVED AND OF r-'• � ^ ■ •INpIC4tE4 INTERIM BEATING UW1 OD O 3�407 N m CHECKED N \ NOTE: APPLY SHEMM PRIOR TO FRAMING OF E 11,2004 DO 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST A.STUD WALLS AT FURRED SOFFITS,CEILING AND FLOOR LEVELS. ADEQUATE STRENGTH-TO RESIST STRESSES DUE TO THE E / \ pEg•EIDICiLAR N ALL ArDrge 501.(WERE APPLICABLE) EQUAL TO THE DIAMETER O THE BARS COVER SHALL BE AS FOLLOW B.AROUND TOP,BOTTOM,SIDES AND ENDS"SUDNC POCKET DOORS LOADINGS INVOLVED. {''�, L / Y � 7 NOTM LEMV DATE A POURED AGAINST EARTH 3" C.BETWEEN STAIR STRINGERS AT TOP µD BOTTOM OF RUN AND 4.TOTAL LOAD DEFLECTIONS SHALL BE UMITED TO L/240 'V k ` M ' MARK: DESCRIPTION Cam` �P* 09JOB NO. BETWEEN STUDS IN A WALL PARALLEL µD ADJOINING RUN O STAIRS. 5.CROSS BRIDGING AID/OR BRACING SHALL BE PROVIDED AND _ JOB N0. S. POURED AGAINST FORM BELOW GRADE 2'• l 9F'Np:Kd SOLE PLATE NAILING,.O.O.C. 'C /5 µD LARGER 2" 22.FASTENING O MULTIPLE MEMBERS: DETAILED AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES (, CAL(`-i rML(� 2499 IS AND SMALLER 1 1/2" DOUBLE a TRIPLE JOISTS: ♦ L SPhIMO:MEd-ALE PLdTE NAILING.10"O.C. 14 F-T+"' SHEET 16d NAILS AT 12"O.0 STAGGERER(BOTH SIDES FOR TRIPLES). 6.PER UDC OR OTHERWISE 2321.4'EACH TRUSS SHALL FI LEGIBLY THE ETO THE. �,N.. ) 9PN8:16d SOLE HATE NAILING C. FORMED SLABS 1" WARNED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE 1 \ - 0. SUBS ON GRADE(FROM TOP OF SUB) I" FOUR IA MORE JOISTS; FOLLOWING INFORMATION LOCATED WITHIN 2 FEET"THE CENTER F T :R;4:t 16d SOLE PLATE NAILING 4,6• r- MAR 3 t) 2001 SIGN I/2'DMA.M.B's AT 16'O.0 STAGGERED. "THE SPAN ON THE FACE OF THE BOTTOM CHORD �' bplRd:Kd DOLE RATE NAILING.4"O.C. `E COLUMNS AND BEAMS TO MAIN BARS 2" 4X OR LARGER BEAMS; t` Y' fff F. WALLS-EXPOSED TO WEATHER 2" 1/2'DIA.M.B's AT 12.O.0 STAGGERED. a)IDENTITY OF THE COMPANY MANUFACTURING THE 11RU55 t. '`I \ i gprl;:16d SOLE PLATE NAILING+9'O.C. 1 NOT EXPOSED TO WEATHER./It AND SMALLER 1" b)THE DESIGN LOAD ` SHEET: OF: 1A /14 AND/16 11/2' c)THE SPACING OF RE TRUSSES �:'.. SPI•p,I6d SOLE PLATE NAILING+2'OL. 1 l� o � ,ol� 95 p D A C WV 7' O v