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Plans • CITY OP TIGARD_ REVIEWED FOR CODE COMPLIANCE OFFICE COPY cITY OF TIGARD Approved: -1,J j II 8PROVED Approved b PI ; nning OTC: I I _ . ., Permit IR at A.(-Nt-1 - no Q_6.S.- Date: 4e-- 2" 4.1 L on`,.,,•4 c Cr "I LinaCS , 10:0528, 07/09/2020 initials: illif Address: 010 Y ;GAR v.czi BUILDING DIVISION c•I'° 0 0 Suite #: ..,,,,0_0_L.2 SW HAWKS BEARD ROAD By:- . t..) p- Date: . ..) ._.:. ..a_.) -- 2 I A T P _ M L ... ___j--L__j--i__ .__ — L -- L_--- L.. I I? 34' am .--. [XI r r 1 1 ) / ( (/) 7, B ) r %,PARCEh,,..... S --) ( Q N _ - •---- - nr4r_ KIOSK ___ - _ 1 _ _ - - _ - K r - CLUBHOUSE _ I < 1- Ira \------ - Lo _ /----J D -Ii a.....6 T p, ---- _,:, (,) , PP _ E I a) `41 E 1:,,,' `,,,,'Vs 1----' r co r IL L, CL cti cn P 1-----17 E - . H < -.t 0 — (-7 F 2! E , -- S-2 VALIDITY OF F --- E 7 ----...._______ - ------- -- = < - ___ ___ THE ISSUANCE OF A f•ii-t' --, 0 0_ BASED ON CONSTP ( SITE PLAN - DOCUMENTS AND OTHER 1/64" = 1.-0" 17 June 2020 DATA SHALL NOT PREVENT THE CODE OFFICIAL FROM AO REQUIRING THE CORRECTION pip N MORRISON HERSHFIELD OF ERRORS. OSCC 105 4 1 a' o ' a o > N R o h[p M N Nm y N 4 0-O N o Alk O a M '- N c O N O d B m°— oxa MATERIAL KEY WEATHERPROOF STANDARD 110V ELECTRICAL OUTLET ANDMr Al ON a - - WEATHERPROOF DEDICATED RJ45 DATA JACK,80"A.F.F. `Foat:S M1: HARDIESHINGLESIDING-STRAIGHTEDGEPANEL $ ®v..r COLOR:TBD t Maim monnr m ®8MIMI FINISH:SMOOTH vA m 5'-4' M2: HARDIEPANEL VERTICAL SIDING WfTH - ^ HARDIE TRIM BATTEN BOARDS @ 12"O.C. & l l COLOR:TBD - FINISH:SMOOTH — — ® - \ ITnez P£Raeeacusn>vamaC� F M3: HARDIE PLANK LAP SIDING-STRAIGHT EDGE PANEL \ (4)PARCEL LOCKERS COLOR:TBD 13'-4"MINIMUM CLEAR FINISH DIME ISION I FINISH:SMOOTH O .'" EC)79 m EQ N 0 o iSiniii M4: ROOFING MATERIAL,TBD. \ wa` L am.z muuuaremeouJ •nnna O'_ uiui••i° COLOR:TBD L N� ••••.. FINISH:TBD \ I L _I 13'-4"R.O. 10" / / / / 15'-0" OA Mr ® PARCEL BUILDING PLAN SCALE: 1/2„_1'-0" \T.O.RIDGE \ - MATCH EXISTING CLUBHOUSE 17'-0 SLOPE / / N 1'-0" 15'-0" 1'-0�, '�/.� E T.O.RIM / / / / ii �� I / .�. Um� \ y� O T Y m g PARCEL LOCKERS, N. E=m SHOWN DASHED � C N N F TONGUE AND = Zn B.O.SOFFIT FRAMING Q _ GROOVE WOOD o 6'-11" MATCH EXTERIOR CLADDING I CLADDING — AT INTERIOR �1 1 I I I ,_ N, A, z o O o W [� °D m w f 3'-31/2" 3'-31/2" 3'-31/2" f 0 (3 \ a. co-0 8'2' __-_ J SITE SLOPES AWAY TO THE w W EAST. PROVIDE CONCRETEfir FOUNDATION WALL AS I \ - I E U REQUIRED,REFER TO STRUCTURAL DRAWINGS FOR I \ \ \ Q MORE INFORMATION. \ a Ky'\� o CL \4 �� " -� EXTEND CONCRETE TO PARCEL \ y� . • X BUILDING,ALIGN W/EXISTING \ -- /• / " SIDEWALK(SHOWN SHADED) (4)RECESSED LIGHTS ,C= SV e PARCEL BUILDING SECTION e PARCEL BUILDING REFLECTED CEILING PLAN M7\-1 Al SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" O N N N N O Q n ro OINK N NOJ - ,,,NE O O"O 0-pnnU N c 00 En O o,N OJ!'l' O xD O , Oto . M U1 a 2li N 1.5 • MATCH EXISTING CLUB SLOOPS ` ` ® •1■ ■ .■ ■ ■ ■ • ■■■ ■o ■ IN _ 4 3. I■ ■a■ -_I VPI ENDURANCE,O'k4-6"WINDOW, 1..11.11 ,■1 GUTTER AND DOWNSPOUT , , GUTTER AND WHITE, -- PROFILES TO \ % DOWNSPOUT, I�■■■■ I I■■ ,.. WITH 2"SDL Mt MATCH CLUB PROFILES TO MATCH CLUB IS ■_■■ � BUILDING, ?€ BUILDING I■■■■■■! II■■ M5 ■■��■ _ �� OPEN I■■®■■II MI SITE SLOPES AWAY TO THE I I1111111111111111111.,- FAST PROVIDEION WALL A L AS ` ■ FOUNDATION WALLAS it - - REQUIRED,REFER TO I - STRUCTURALDRAWINGSFOR , . MORE INFORMATION. J ® PARCEL BUILDING NORTH ELEVATION PARCEL BUILDING WEST ELEVATION SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-D MATCH EXISTING CLUBHOUSE 1 _ _ 1 1 c 40 m SLOPE _ ® 1 _ _ _ _ M4: - ■ w■■■■■ _ , E gt V O =P ■■■■■I GUTTER AND �. I co E ■'. 1uii■■■ DOWNSPOUT, DOWNSPOUTT,, - -- - ,� I�y rap P. ■ � ®_�■_ II PROFILES TO I I I A 1 a M1 PROFILES TO ---- MATCH CLUBT ______ A91. BUILDING ! ___ 2'-0'k4-6'WINDOW. dl �1.■. MATCH BUILDING DING .-... VPI ENDURANCE,WHITE, �7 WITH 2'SDL ,nI .■■ ! �/ ® J I I _ _ ( _. Im5 L i ■■■■■■1 = h i I l II 1 I ICI II l IIII V Pi M2 M2 PIPE WEST DOWNSPOUT 1 �- w+ m AROUND BUILDING AND W DAYLIGHT ON EAST SIDE J SITE SLOPES AWAY TO THE w EAST. PROVIDE CONCRETE E U milln 1 FOUNDATION WALLAS SITE SLOPES AWAY TO THE 1 a-° _ . REQUIRED. EAST. PROVIDE CONCRETE U_- _ _ _ - - e. y 0- - FOUNDATION WALL AS I - _ ---------- - - •-a REQUIRED,REFER TO -"--' ., - STRUCTURAL DRAWINGS FOR MORE INFORMATION CA8 PARCEL BUILDING SOUTH ELEVATION PARCEL BUILDING EAST ELEVATION , SCALE: 1/2"=1'-0• A2 SCALE: 1/2"=1'-0" m o GENERAL NOTES MATERIAL KEY WEATHERPROOF STANDARD 110V ELECTRICAL OMBFANG 4IV WEATHERPROOF DEDICATED ROE FIALA JAG(.NBA E F. 1. REFER TO STRUCTURAL SHEET SI FOR FOR INFORMATION. A11 XWWESHINGLE BIDING-STPNGHT EDGE PANT. 7 COLOR.LSD NeMIIEMWI FINISH.SMOOTH IM. V N I11 MillM2 HPISH' ELVERPfgL SIDING IMIH ry � �i�� _ H W DIE TRIM BATTEN BOARDS FS tr 0 C. COLOR:IBD FINISH'SMOOTH m 1B b ,9 v ONO MS. HAADIE PLANK LAP SIDING-STRAIGHT EDGE PANEL A, b I A, > FINISH'SMGOIH iES LED11 4oO21l0I 1 '7ranro TM: ROOMS MATERIAL 100. I@ RNn ® COLON:LSD n4_ FINISH.TED J L _ __ L -I • MC: HARDIE-RIM BOARDS — t COLOR:T LJ FINISH'TOO '` To- a - MCNEW IYIARpMILS M). TONGUE AND GROOVE W000 CLADDINGe COLOR' MATERIAL A'GRADE' WESTERN FEDDCEDAR 1A _—, FINISH:TWO-COAT CLEAR FINISHAT J 0PARCEL BUILDING PLAN e scALE. yr=1`V 70.RIDGE MATCH EVSTNGCLUBHOUSE 17-0' SI 0E1 I1 / ISd / L 1 'IIe l *Ili Cl .PARCEL LOOKERS, I■ :N' III 11411 ` OILMAN GA !y...H1 .I _FEMME. I_I GRCnVE WOCG N �6G'sGFFlTFRAMING MATCH IXIERIORGADDIOR IN■■■N1 . ■I CIPDOMG m` AT INTERIOR IEI■ER II 111.11•111 El § • _ �I N+ SITE T.PRI£s E CONCRETE THE lUll10 :. $ yt __ , II IMORE INFORMATION. OQi�bQi��i�iT. Y"% ° - 14obQ,aA,6�9Pr���ry��JJ�/�bpr�� r Ex,LNo coNCRETE ro PARCEL � 1 y Y bbriA Li �j6A ♦��rybj �b?g`,i✓ BUILDING.WlOW„SHHA�OmlLE /�E (AI RECESSED DGHf$ AL-SWITCHTD VHOIOCELL •y • • PARCEL BUILDING SECTION a PARCEL BUILDING REFLECTED CEILING PLAN M) / Q ... AlA, BALE ,2'=1'�p f BCALE. +2'=1'tl g S mVw` MATCH DOTING CLUBHOUSE .111.....11..111..111...111..1110.0.1 W SLOPE m 111111111111111011111111111111111111111111111111111111 ttrr 111 12 a. a> 4 illINIIIIIMMENIIMElik I e■■■■ 1I11111111 r.•11 �� V• 1-1 -44 hill! ! ! ._ i ! (1) 2 cyUTTER.wO GUTTER ANO k 2tlxa8"xIrvOOWp,h^YNBPWt, DOWNSPOUT, E k MIENWRANCE WHrtE. pgOFll£$TOMATCHcwe E 1BUILDING % = € 1■■■■■i� I�1 / N k ri..■■■1 IIf11 . 5 WI M2 SITE SLOPES AWAY TOTHE \ EAST.PROVDE CONCRETE pilil■ wu I WALL AS I �REGUIRED. ERTO STRLCAEN GMAWMSS FOR ' _ I GNE INFORMATION. J s ®PARCEL BUILDING NORTH ELEVATION ()PARCEL BUILDING WEST ELEVATION if 6 SCALE. 11'Y=1'SA SCALE.' 12'-1'-p' cn z Q •''• MATCH DUSTING CLUBHOUSE a SLOPE m ® > 4g . 11■■■■■\ _ J S • i/■�■■■■■■■■.� • rrr W I 1�■■■■ GUTTER AND GUTTER AND u 1 ` iII.— --I. I._ Q `a il I LI-I 0 III 1I.®M■. CO'NNSPDLR. DOWNSPOUT. -— y I.I ■■■■■® rik PROFlLESTOCLUB PROFILES TO MATCH NATI;H CLUBMI _I ■E I�■■ WILDING BUILDING C VP.ENW PONCE.WHG I1aE E! ■■■■■■I_ ® I I I _1 f m m R WITH ill I■e■■■ ,/ —_ —�—�_ I_a, I�...IF— M6 W ¢ �I ■■■■■■t ) ® U PIPE WEST DOWNSPOUT MJ AROUND BUILDING AND Q la' _ DAYLIGHT EAST BIDE II'I'I'I� g u Y { I SITE SLOPES AWAY TO " e u 4 ME E o I )ouloarU�WALL�,sRETE Al _ sTL SLOPES AWAY TO THE - FAST PROVIDE CONCRETE __ FOUNDATION WALLAS - - --_ = REQUIRED REFER TO ••L ••• •` ~ a STRUCTURAL LYUWINGG LOP € MORE INFORMATION. - PARCEL BUILDING SOUTH ELEVATION AI,R PARCEL BUILDING EAST ELEVATION SCARE: 12'=1'-P SCALE'. ilr=1'IY ::::.1,BNo{F!� .f,IN4eq O,� IE-HTVERIFY WITH MGH.) O GENERAL STRUCTURAL NOTES }III' I -�+•fCODENEOVIREMENTSI11' XGCONFORM TO THE R;.IS OREGON STRUCTURAL SPECIALTY CODE.(BASED ON IRE 251E IRA) 0 © /YM.B DESIGN CPl1EAW: ®m� lYP EXPIRES 12-31-21 THE FOLLOWING LOADS WERE USED FOR DESIGN. \ ' .-_ ROOF sHow LOW s5 PSF Q 0 � __ ____ _ `___ _____T' ROOF DEAD LOAD' 13 PSF ir 1 r1T. 1 ULTIMATE DESIGN WIND SPEED:IOC MPH 1 O�� 0 � WIND IMPOKIFNCE FACTOR EN:10 0 1 BUILDING RISK CATEGORY:II WIND ExPD6GREe , H_ _ �.."+"TBAG^:M woman JLTHAN "n w - SITE cRA STOnrvcE FACTOR IC LO a'-ID' Q O ® 1 ,� i F..IIiDINY nm lame ` SITE CLASS 010EFAULTI IARORI Q �1 ® e/L. _I I= SOSS O.BB3 WITH SFISMC RESIGN CATEGORY'D ARCM) BASIC SEISMIC-FORCE-RESISTING SYSTEM:LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED yy FOR SHEAR RESISTANCE I ��� I 1'�rypryp - R SEISMIC SPONSESPPYSE COON FACTOR M R 11 1 7 - ® _- �n_ 3 ° � RESPONSE MODIFICATION ATION10ENT a:65 ALLOWABLE SOILBEARWG PRESSURE"INN PSF. ■L J - EXISTING CONDITIONS: K1. Idd _ _ _� __ _ ijilLL THE CONTRACTOR SHALL FIELDV£RIEY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS.INS CONTRACTOR -- -` ' - F.OIOFFx OR ET')OR SIAS(5 xK-wlH •R SHALL NOTIFY THE AGOHTIECTiENGI V EER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON WE DRAWINGS PRNR ry f TO THE START OF THE WORK. 0 0 0 V TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW STRUCTURES.AND WALLS OUTING dal CONSTRUCTION THE STRUOTCRF SHOWN ON THE DRAWNGS HAS BEEN DESIGNED FOR STABIUTY UNDER THE FINAL ® S CONFIGURATION ONLY. DIMENSIONS: ® PARCEL BUILDING-FOUNDATION PLAN ® ® PARCEL BUILDING-ROOF FRAMING PLAN dN HEMSGS THE CONTRACTORsnuLvERIFvAw COORDINATEIE ALARCHITECT/ENGINEERONSaN THEsTRIICTURK DRAWINGS WITH THE y ARCHITECTURAL DRAWINGS AND SHALL NOTIFY T ARCHITECT/ENGINEER OF MIT DISCR®NNES PRIOR TO THE START RDI R5-DI SOgLL ITT VA• 20145-01 OF THE MORR.DIMENSIONS SHALL NOT BE SCALED FROM THE STRUCTURAL DRAWINGS SCALE tl3-1U j EAHTHWOHIlL TAKE ALL NECESSARY PREGURONS TO PREVENT DISTURBANCE OF RIO TO PROPERLY DRAM IRE AREAS HAHN WHICH CONCRETE IS TOBE POURED.TO NOT ALLOW VAT ACCUMULATE IN NI REMOVE OR DISTURBED SOIL THE BOTTOMS OF ERGVATION.FOOT:NST4XLLL BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED STRUCTURAL FILL 11 FOUNDATION PLAN KEYNOTES: ROOF FRAMING PLAN KEYNOTER: WHERE IEDIRFASURC DISTURBED SY CONSTRUCTION OPERATIONSADVERSE WEATHER.OVER EXCAVATE mo ACKFILL VnH S•iYIHUR CRUSHED HOER COMPACTED TO MINIMUM HP 05%OVINE DRY DENSITY AS MEASURED BY AASHroneo_ 1. 4'CONCRETE SLAB WITH M3 AT 1'-6"OIC EACH WAY OVER COMPACTED 1. 1S/32"PLYWOOD ROOF SHEATHING,APA RATED 32/16,W/THE STRONG CAST.IN.MACE CONCRETE: STRUCTURAL FILL OR NON-DISTURBED NATIVE SOIL. PROVIDE CRACK AXIS PERP.TO SUPPORTS,2-SPAN CONTINUOUS,MINIMUM. NAIL WITH MIX DESIGN:PREPARE DESIGN MIXES FOR EACH TYPE OF CONCH TE.PROPORII0N MIXES BY EITHER LABORATORY TRIAL CONTROL JOINT AS SHOWN PER PLAN. 0.131'x 21/2'NAILS AT 6"O.C.AT PANEL EDGES AND AT 1'-0"0/C AT BATON OR FAO EXPERIENCE METHODS,USING MATERIALS TO BE EMPLOYED ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRES/ INTERMEDIATE SUPPORTS. 2. PERIMETER WALLS:FRAMED WALLS TO BE 2x60/2"0/M2 OR BTR)AT 1'4' ADMIXTURES:AIR ENTRANMG AGENT IN ACCORDANCE WITH ASTER CZW AND WATEwREDEDINC ADMIXTURE O/C. SILL PLATES TO BE P.T. 11.)WITH 1/2'DIA.X10"J-BOLTS AT 2. ROOF FRAMING SHALL BE 2,6 RAFTERS AT 2'-0"O/C WITH 2z4 CEILING CONFORMING TO ASTER ABA USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENWTONS,MAY BE 8'-IY OIC&8"FROM ALL ENDS WITH 114'z3'x0'S'HDG PLATE COLLAR TIES. INCORPORATED IN CONCRETEFOR WE ETE DESIGN MIXES.AN AIR{CESEANO AGENT CONFORMNGN AMMMCSSO SHAY BE USED ( ) IN CONCRETE BE IA IE6 FINHMOU FOR HORIZONTAL SURFACES EXPOSED TO WEATHER THE AMOUNT OF ENTRAINED AIR WASHERS.STRUCTURAL WALL SHEATHING SHALL BE 7/16'OSB WITH SHALL BE GHE 6Y VOLUME.FLY ASH SHALL CONFORM TO ASTER tale AND SHALL BE UNITED TO A 15%MAXIMUM BY EDGES BLOCKED,WITH 0.131'x 2 I'NAILS AT 6'0/C AT EDGES AND AT 3. PROVIDE(1 II)0.131'x 3'NAILS BETWEEN KING STUD AND END OF 1'.0"0/C WITHIN FIELD OF PANELS INTO ALL INTERMEDIATE FRAMING. HEADER. CONCRETE WORK SWVL CONED RM TO AC1501 AND SHALL E AS FOLLOWS. FOOTINGS AND sues:tc=3aON PSI AT xe DAYS 9. (1)2x6 TRIMMER♦(2)2x6 KING STUDS. ANCHOR KING STUDS TO MINIM CEMENT CONTENT=Oro Les FOUNDATION WITH HOLDOWN PER DETAIL 4151. ABSOLUTE MUM WATER/CEMENT RATIO BY WEIGRT:O N 4—, EN Al.I%AIR ENTRAINMENT 4. FOLDOWN FASTENED TO STUDS AND ANCHORED TO THE FOUNDATION C^` ALL CONCRETE DESIGNS ARE BASED ON!¢$$CO PSI AT XI DAYS THUS CYLINDER STRENGTH TESTING IS NOT REQUIRED PER 4/S1. W EX THEEO.R. REINFORCING STEEL. REINFORCING STEEL L CONFORM TO ONTO A515,GRADE 40 MIN)FOR MI BARS AND GRADE w FORE BARS,UNLESS OTHERWISE NOTED. COREINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH MI 316,,LATEST EDITION(DETAILS AND DETAILING NG CONCRE I E INNFOHCEMINTV /"\ LAP SPLICE LENGTHS SKULL BE SS BAR DIAMETERS.UNLESS OTHERWISE NOTED. COXCHEIE SUB PER POUR. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: TURN ROEN RE ID AT PERIMETER EDGE Y CalNnox: MINIMUM COVER II STVO WALL,SHEATHING, AND SILL PLATE ANCHORS CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: E PER PLAN CD CONCRETE EXPOSED TO EARTH AND WEATHER. Sr NOS BAR.W310RD31 WIRE AND SMALLER IIT US MOM n DONT.AROUND STUBS)PER PLAN METALS' TOP PERIMETER ALL MISCELLANEOUS STEEL:ASTY A361FY"DH.BM PSI).OR AS NOTED ASTY ASix;YEW K51). w ANCHOR RODS:A61M 1664 GRADE 36 UNLESS NOTED OTHERWISE. NOTE c THREADED RODS ASTER A53 OR ASTER A307 UNLESS NOTED OTHERWISE FOMDAn[xN rvEORMPTION RIMETER ' SHEATHING/NAILING ii ((` ALL EA-POSED STEEL BELOW FLASH GRADE TO BE CCPTEOWITH ASPWLLTIC PAINT PRIOR TO BACKEILONG. �\<� 6'NN PER PLAN.PROVIDE CD qv ALL STEELEXPOSED TO WEATHER S A I FIE HOT DIPPED GALVANIZED. I aSE J N 1 NAIL STATG TC WE E R / \(♦ 04. MTOSTVOFq$TEIED Gv BASIN LUMBER a�Q�/Ia A� n�- iO HOLDOwN Y _ SAWA LUMBER DESIGN IS BASED ON TIE NATIONAL DESIGN SPECIFICATION,LATEST EDITION.SAWN LUMBER SHALL (,'# S\( !G mm CONFORM N WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING �byBQ / N-0' �1'Ii SMPSOV IOTYSD536' UYO RULES. M AT - 5 1 ALL SIDES '�''�' ALFRAMING LVMBERSXFLL NAVE PONTENT P511MOISTURE CONTENT INSTALLING OF IPA AT THE THE OP FABRICATION ALL ON.ALL FRAMING Al ✓'%a-.fA\/ I e„\jpq�p IRA IEF SNAIL HAVE A MAXIMUM MOISR/RE CONTENT OF IS%BEFOREWEETEEG GYPS MI WALL BOARD.PUMP:MON �vR - bP PERMANENT CONTACT WITH CONCRETE I CMU OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.GRADE AS I a MI OR_ (aQ I �(\ LL FOLLOWS.V.C.N.PER MAR: 1 RI G\d, / RODDIAMETER WOG)WITH READ - FRAMING ELEMENT SPECIES S CNJIF PLATE WASHER AND D3L. Y N A BOTFRANDOSL. GENERAL ERAMING•SNOS,TW PLATES.RAFTERS,JOISTS OFp20R BETTER 1CIN BOTTOM PERIMETER NW AT BOTTOM BOTTOM PERDUETER P T.SILL PLATES RF.(PRESSURE TREATED) B'MIN . FRAMING ACCESSORIES SHALL BE MANUFACTURED BY SIMPSON STRONG-DE COMPANY MR ENGINEER APPROVED EQUAL)AND OP THE SIZE AND WM SHOWN ON THE DRAWINGS ADO ATTACHED PER MANUFACTURERS REQUIREMENTS © TYPICAL EXTERIOR FOUNDATION ® TYPICAL HOLDOWN ANCHORAGE AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. 20145-04 SCALE I's l'tl 20145-05 SCALE:1'=DO' InPAST 704 RS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE ILDl DIfl£DGLLVANIII➢OR HAVE AUX COATING. Tr SHEATHING PANES SHALL CONFORM TO THE RR/TREMORSOF VOLUNTARY PRODUCT STANDARD PS 100 PS x.OR U. ARA PRP-166 PERFORMANCE STANDARDS.UNLESS NOTED,PANELS SHALL BE APA RATED SHEATHING.EXPOSURE I,OF THE THICKNESS AND SPAN RATING SHOWN ON THE G.SHEATHNG INSTALLATION SWILL BE IN CONFORMANCE WITH APG RECOMMENDATIONS.ALLOW 11YSPAC MG AT PANELS ENDS AND EDGES,UNLESS OTHERWISE RECOMMENDED 0 SY THE PANEL MANUFACTURER. Z ALL RDRAWINGS SHE SHALL BSIEATHING WITH FASE BLGRAIN PERPENDICULAR m AFRAHNSR SUPPORTS,NEL.PT AS INDICATEDLIIEW OTT - SHE IFPWIN09. NTIFR VI/ALL THE SHALLSHALL SE CONFORM TO OUOC A LE 25N 1ATKL PANEL EDGES,NAILING NOV SPECIFICALLY IDENTIFIED ON DPAWNG66HLLL CONFORM i0065CTIBLE 2TN 1D1. Cl) Z AND WATERPROOFING' CCL FLASHING AND WATERPROOFI NG 9HALL BE BY OTHFR4. CORT.'h5 RIDGE BOARD ROOF SHEA LONAILS a (4)O. D TOENAILSAiEOC INTO BLOCKING AT EACH RAFTER TO RIDGE BOARD,DIPCii LU DOS BLOCKING WITH ROOF SHEATHING LU RAFTER PER PVN __ 'PUCAT YL'O/C(1 PER BLOCK) PER PLAN Y ROOF SXEITHINSAWILIHG - I,I - _ xJ OUTRIGGER Z PERPWI I AT TAX 0; TIES -1 EXTEND STUD 3' eEAAT CA RRIGLA.G'EF PPGTSND ANAL nP I__!1II 11—(3)01C1'xT ENDCC h FULL HEIGHT BLOCKING(VENT PER ARON) FA6Cl4 DER ARCH.- I�IrrII II Z WITH 0.IRV x Y TOE NAILS AT$'OC -` PAILS AT EACH IMOroPPLATES.MVP. OUTRIGGER SIMPSON'H$SA AT Y, IG L•4 GABLE END STUDw EASE BODE RAF-ER.RIP Il��' WALL AT 1'r aTOEHaw I 1 RAFTER PER PLAN (7 J 11 TOP PLATE I�COLOUR TIEEEILNG Q 999 FASCIA PER ARCH,TVR I�F LI COLLAR ARRIEE111NO JOISTS ���I SHEATHING EDGE NAILING JOIST PER PLAN CC N S LAPPED TO RAFTERS WON 1311N'x3' COST.ON.DIR TOP PLATES �A SIMPSON'sOP SCREWS AT EACH END. SPANNING BETWEEN ~ : g DBL.Me TOP PLATES RETURN WALLS \` U T HFP➢ER PER RNR x0131. THr BO DER AT WITH FG� nS' I S`UD WALGPED-DING. 1l' I.:,N SOFF?FRAMING WALL BHEATHIHGI �er AND NAILING PER PUN PFAFRANER.LAP NAILING PER PLAN 0131'n C'NVIe Ai O'WC, $ VERTICALS TO EACH I 1 TOP PLATES.IMO f O IE CEILING JOIST WOO SNDWALL PER PLAN TOP PLATES d(n (Y)0.191'A 9'NALB. I 0 ROOF SECTION e GABLE END ROOF SECTION 20145-OH SCALE.1'c1'{l OPUS_06 SCALE.1'=1'M A ‘11E-J25(.--""%.. . , cv4"r F \ • w f r a. �a - � �.. ;�. . 1 ) T I MINNOW OM Alme ,. r - t y r w; , •,�, � ;t� �� d. .. p�i > r 1i• 4.. yyy, -- • _ a '..e.t.a h r • • • • Summer Creek Apartments kth • Proposed Mail Area leebArchitects April 9 2020