Loading...
Plans , . ,tovc f summERwooD VILLAGE • •• -•^ I • o ii• • • • %in • • 92• • ' *•• II 4'es ,F.S - • • r,• • PROJECT DESCRIPTION: PROJECT TEAM: GENERAL NOTES: • • . •. . • • f...,,,• • •,, .._-•• ADDRESS, OWNERS REPRESENTNE SITE COPY . DIVISION I:GENERAL REQUIREMENTS I. SUBCONTRACTORS SHALL VERIFY ALL.DIMENSIONS AND TO.OREGON -.. ff•E,2 FL§ 13495 SW SUMMERWOOD DR LYNN PANZICA . • . THESE NOTES ARE GENERAL IN NATURE AND INTENDED TO CONDMONS AFFECTING THEIR WORK - ' /0 l'e..., \ •Y a''...••• ..1 N.f.,• ASSOCIATION BUSNESS MANAGER STIPULATE THE MINIMUM STANDARDS OF CONSTRUCTION.THE 2. FIRST FLOOR SHALL BE PERMANENTLY ATTACHED TO TIGARD,OR 9722_3 • ••• THE MANAGEMENT GROUP,NC. • DRAWINGS AND STRUCTURAL NOTES SHALL GOVERN OVER FOUNDATION WALLS PRIOR TO BACKFILLING. 15350 SW SEQUOIA PKWY. CITY OF TIGARP, THESE NOTES IN ALL MATTERS SPECIFICALLY INDICATED. 3. THE FRAMER SHALL TEMPORARILY BRACE STRUCTURE. PROJECT DFSCRPTION , VERIFY AU.DIMENSIONS AND OTHER CONDMONS.THE FOR WIND AND EARTHQUAKE FORCES UNTIL THE ROOF AND.• •• ••• • ••• •,,, .11x • • EXPIRINS2031/2020• 1 I ilogiAir: • • • ••• SURE 200 SUBCONTRACTORS ARE RESPONSIBLE FOR SAFE CONDITIONS WALLS HAVE BEEN PERMANENTLY ATTACHED. ••• • • 8 tip : EXTERIOR PROJECT MANTENANCE REPLACEMENT OF ENSTNG ELEVATED DECKS. PORTLAND,OR 97224 , AT THE JOB SITE AND FOR TEMPORARY SUPPORT OF THE 4. VERIFY LAYOUT AND DESIGN OF CABINETS WITH OWNER.,• • • TARGETED REPLACEMENT OF SIDING TO INSTALL NEW WINDOW AND WONG r...ACC • VERIFY ALL CABINET SUES IN FIELD.PROVIDE SHOP ••• • i A.talL'-g.t DOOR FLASI-NGS. STRUCTURAL 8,riFsrN: RrvIE 1E1) FO iZ CODE COMPLIANCE BUILDING PRIOR TO THE COMPLETION OF THE VERTICAL AND INTERNAL LOAD SYSTEMS.ALL WORK SHALL BE DONE IN DRAWINGS FOR ALL CABINET WORK TO OWNER PRIOR TO WET COAST FORENSICS Approved: I ACCORDANCE WITH GOVERNING STATE AND LOCAL CODES_ FABRICATION DO NOT PROCEED WITH FABRICATION OF ' FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR CABINET WORK WITHOUT PRIOR OWNER APPROVAL OF SHOP • .6 7 L'244-01i • • ENGNEERNG&DFMCN 01 C: I I ALL PROPRIETARY COMPONENTS. DRAWINGS. • • ••a 0 • •• •• PROJECT INFO: 3835 SW KELLY AVM( THE GENERAL CONTRACTOR,HIS MECHANICS.THE SUBCONTRACTORS.THEIR MECHANICS.AND ANY OTHER FIRM S. STAKE BUILDING CORNERS AND FINISH FLOOR ELEVATIONS IN FIELD AND OBTAIN OWNER'S/ARCHITECTS . . : • • 're ' T f,'..;;;ARD PORRAND,OREGON 97239. OR PERSONS EMPLOYED TO PERFORM WORK UNDER THESE APPROVAL PRIOR TO EXCAVATION. • ••• ••• 1.• • • ZONING: R-25 Permit 11: ja,pa.oa 0 -001 .1a ,,,D - DIViii;;ON ,., 503232.5744 VOICE DRAWINGS AND SPECIFICATIONS SHALL COMPLY WITH ALL 6. PROVIDE SHELVES AND POLES IN CLOSETS WHERE COUNTY: WASHINGTON 503232.5372 FAX . THE FOLLOWING CRITERIA WHERE THEY PERTAIN TO HIS INDICATED ON PLANS.VERIFY SPECIALTY STORAGE! 6 L LI...IL, G., A, 0_ •• TAX MAP#: 15133DB Address: 1 13) 0 Evc- ,),) finrS' TRADE OR CRAFT. WORK INCLUDED:PROVIDE ALL MATERIALS,LABOR, SHELVING PACKAGES WITH OWNER IN ALL OTHER CLOSETS. 7. UPON COIAPLETION OF THE WORK,THE CONTRACTOR I...." ii' i4.44. TAX LOT* 07500-012900 CONTRACTOR: EQUIPMENT,TOOLS.SCAFFOLDING,SAFETY.AND SERVICE SHALL EMPLOY A PROFESSIONAL CLEANING SERVICE TO TOTAL LOT AREA: 4.71 ACRES CHARTER CONSTRUCTION &The #: .. . NECESSARY TO COMPLETELY CONSTRUCT A FINISHED CLEAN ALL AREAS AND SURFACES.INCLUDING THE INSIDE OF Buc IMI LTA:if,,,,( BUILDING,REGARDLESS OF REAL OR ALLEGED OMISSIONS IN ALL WINDOWS,AS NECESSARY,SO THAT THE HOUSE IS READY CONSTRUCTION TYPE: V-N 1 HOUR RATED WALL BETWEEN UNITS 3747 SE 8TH AVE. . FOR OCCUPANCY BY OWNEFL OCCUPANCY GROUP: R-1 PORTLAND,OR 97202 By: Date: 6-Q.- an THE DRAWINGS AND SPECIFICATIONS. COMPLIANCES:ALL MATERIALS,LABOR AND INSTALLATIONS B. THE SUBCONTRACTORS SHALL WARRANTY ALL SHALL LIE IN STRICT ACCORDANCE AND COMPLIANCE WITH EQUIPMENT,LABOR,PARTS.AND MATERIAL PROVIDED UNDER CODE: 2014 OSSC,EXISTING BUILDING 503.546.2600 VOICE ALL APPLICABLE BUILDING CODES,RULES.ORDINANCES,AND THIS CONTRACT FOR A PERIOD OF ONE YEAR,COMMENCING 503.5462599 FM REQUIREMENTS SPECIFED BY THE CITY.COUNTY AND STATE UPON COMPLETION. ' GOVERNING THE WORK PERFORMED TO COMPLETE THE B. ALL SUBMITTALS SHALL BE ISSUED TO,AND APPROVED BUILDING UNIT TYPES: t.J CONTACT•KYLE KNEES CONTRACTED WORT(WHEN CODES.LAWS.ETC.ARE IN BY THE ARCHITECT!ENGINEER PRIOR TO IMPLEMENTATION. UNIT TYPE A(17 UNITS) 1,152 SF CONFLICT WITH DRAWINGS AND SPECIFICATIONS.THE CODES 10. AU.SUBCONTRACTOR-DESIGNED ITEMS.SYSTEMS,OR CONTACT EMAI-KYLEOCHARIERCON.COM LL UNIT TYPE S(6 UNITS) 1,475 SF SHALL GOVERN.NOTIFY ARCHITECT OF ALL SUCH CONFLICTS. ELEMENTS(ESPECIALLY PLUMBING.PIPING.AND DUCTWORK) CCBK•166313 STANDARDS OF MATERIALS:ALL MATERIALS AND EQUIPMENT ARE TO BE SUBMITTED TO,AND APPROVED BY THE OWNER UNIT TYPE C(17 UNITS) 1,295 SF PLACED SHALL BE NEW(EXCEPT WHERE A SPECIAL EFFECT IS PRIOR TO INSTAUATION. Z UNIT TYPE D(12 UNITS) 1,480 SF DESIRED,SUCH AS MASONRY)AND SHALL BEAR LABELS OR 11. INSTALLATION AND APPLICATION OF MATERIALS BY ANY PLAQUES SHOWING NAME,QUALITY.GRADE,AND/OR SUBCONTRACTOR TO SUBSTRATE SURFACES EXISTING OR . DESCRIPTIONS AS CONFORMING TO ITS STANDARD IN EVERY PROVIDED UNDER THIS CONTRACT SHALL IMPLY ACCEPTANCE I.•••• CASE WHERE SUCH STANDARD HAS BEEN ESTABLISHED. AND SUITABIUTY OF EXISTING CONDITIONS.SUCH UNLESS OTHERWISE NOTED ON THE DRAWINGS FOR REUSE- CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DAMAGE OR 0 WORKMANSHIP:ALL WORK SHALL BE EXECUTED BY SKILLED IRREGULARITIES TO THEIR PRODUCT AS A RESULT OF THE MECHANICS ACCORDING TO BEST TRADE PRACTICES KNOWN PREVIOUS CONDITIONS. . W TO THE PARTICULAR CRAFT AND/OR MANUFACTURER OF THE 12, THE SUBCONTRACTORS SHALL KEEP THE JOB SITE MATERIAL BEING INSTALLED.THE WORK SHALL BE REASONABLY CLEAN AND SHALL UTILIZE DUMPSTERS.ETC.AS COMPLETED IN A TRUE WORKMANLIKE MANNER READY FOR REQUIRED TO DISPOSE OF DEBRIS RELATED TO,THEIR THE NEXT TRADE,CRAFT,OR INSPECTION.IN NO CASE SHALL SPECIFIC WORK 0 THE WORKMANSHIP AND MATERIAL.BE LESS THAN THOSE REQUIRED BY UNIFORM BLALDING STANDARDS. . f: GENERAL:OBTAIN AND PAY FOR ALL PERMITS,FEE INSPECTIONS,ETC.REQUIRED TO COMPLETE ALL THE WORK. . ri CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO BEGINNING WORK AND NOTIFY ARCHITECT OF ANY SIGNIFICANT DISCREPANCIES. 06 . - Z .. VALIDITY OF pERmrr . < THE ISSUANCE OF A PERMIT --I HMS, . I . ' L IN•TALLATION&LAIL POLL:MB& I R4.414. - BASED ON CONSTRUCTION CL . --.... PINSPACTATEENS 1101:01111SCTATIONS. BLDG#1- - DOCUMENTS AND OTHEN----d W 3.MOTS SHALL DE INOTALLE0 00 '-- , WA/ANN OP 3L.CP INTIESIPTI . -..._. . . ' MOPE lie ONIANO ORM•MN GP I- 1 DATA SHALL NOT P:5EVENT I- -„, NOW V-CP 191:11111:181T. I 134954.-7 '',. THE CODE OFHICIAL FROM 3.MTN'S MOM SHALL OS PLIPICENSED Ft OMB ...- ___ ____ - A CENT11410LIP POLL TO NOM JONES. 1 '-.... - _ CO - IN r-t , ______ _ _BE it-ouG-THE CO I-(irlTriligil -__4•10. A 6P1A011.101011 AT NIPPON POSTSETAT, ....... ...---' um A Pt Ar.ONEISLAP. j 1349,1•1=1 OF ERP,OR,S.-OSS• r- 4 21-0.MN . INSINI iii PININC n SEDIMENT FENCE. ..------ gm= 13211 ISXPORNE ----N SEE DETAIL 1/CS .---- MT 0 1 .,j 1 All-ii„,,, j__H---BL-DGI: - - - N --- i 13 MEM. , ',,,,,. N--- I __. -- ------ --- .--- =--- --- - 32if E _J L.F: , 3m lag,.5. 13219 '""321A._7' - C PP-, - _1 BLDG#3 ) ..put maw POR PASPOO INT EI P 004:-,, _34.5 1341 WE 3 . 5 c, • J ,„_, 6.2 ,.. MEM .13F5 ISACKPILL I -.1111 .6.* .. 4 --- ... 13467 NMI 13 7 ..., C Elir -- - - . DI 0 8 •.'111N-1 .7'1 _ 4,17L,_ ,••1141- UNT/3 I - ] 3465. - ,_,1336i5,1133N 3379 ._,' E !Pi'L E 1101,- svls04°$6 i IL i 0 3 . ., 1 -1235 F i -T 1.1.1 ii 1 c'E i_ , ' - .....isk 1 SECTION B-E. • A I --II-3837 I 1,.° P § as.- ----_____ • • 1 .I 1 41L1 L1.1 D csi't 1.1113% ME!M II mop.j L gird ,.. , 2 0 11371- . I I '--- 00 d HOOP FAN=PISTIENTS.NsP uw' 10 1 =1.• MINH ATTACH TO STAKES C E i •• - ,E •11314 . g 0 1/11RC ...... MI ] Tr TITI-C- .--L"' IF D .a i 1 I V) _F I I '1 C - Fr:, ,_, up, il _I mil • •_ , • 113l1;,•. ,_, II_ isA-=-2N_____E - 11.1 MN 1,1E8., tat t,-141-71111L7 tuft tag r 1 : RIENOICON MARTINS UV -Li- E i lir II I 1=1 MING :' IP SECOPPINSPO SY I -Lr - 121,r , - IMPPOSUPS 1 111 -1-17-1--1-1-ll-r L . • ig &u $ BLDG#5 1;LOGIN BLDGV i BLDG#8 BLDG#9 re MIN ISTSTICEM OP MIEN MATERIAL " _ _ Is A. _ IN ii Nee Meal-1 I, E , ,1 PROPERTY LINE 1 1 -44 -H- I I( ii.HAx BUILDING LIMITS , • Mr PIMA 1152.1/ vows 1 .-------1 2arTerauceelre,t.wor,T6.mar wpCmAr eitaso ," ' NTT/PEI) 147ILi. SINN ' . LINITIITEG 129521 VOWS . 15 • UNITIWED MA021 121.111111 EL.EvATiCIN 5 I TOTAL HERS '. . , N 1 SEDIMENT FENCE DETAIL 2 SITE PLAN CS ITS • CS Y•SP.O' Cs 1 • • •0 • •VIICOil) • • • N • • • ,,,• • • • •••••• ,,�•6gtyt, 9 •• ••• 4 • ' Oi EQON y i RI \ ear c. an of g ••••• •.•• EXPINa lj IV.2B. =fa cer :• • • ••• • ••• • • a�g• • • • • ••• • 6 • • • • • ••• • • • ro • • ••• • 3w mmar dl I 1 \ I ••• ••• • • • • • • • • • • • • • • • • • ••• ••• • • • • • OOOO • L � — �R_ Z/NF BLDG#1 / � " � 13495 UNITS1 \ � - - - ,_ _ ._ - -- 11 UNIT Al - - - / r Jr1 - - _ _ - . / u -1 13491Mil - • I - IIJ UNIT A2 - - - �— /' C-J J13489 — — / J I I 13211 Ncr BLDG#2 D32117 Z \ - 13487 SEDIMENT FENCE / I I 1�NR1A18 J IIJUNRA4 SEE DETABN. .IICS / rl / J' ° J \ J 11 A5 — I I luNRlAia a 13490 NITC S -1 1u3 rt755 13473 13471 BLDG#3�\ I I 13219 ti __ - 11_I UNIT B2 AR B3 — UNITA13 rr uNRc1 S� u �I 13375 _" U u u r,a' MEN ,__ __ I - - - ���� .. r 1r J r,r,yR l' 1u34677 r—I,r111--i r-1 U13Nf3A11 UNRA O< J J V/ 13465 13379 E- a 11374 �+ UNrta9 1338511338' 13381 uNrtn10 L Ws�m a `uHrlci� I _11385 Firs a • u UFI1841UNR85��' UNRB6 1- S I co UNRC2 co _ E. m , 1 •�_ / tii 11383r a 1• L' E _ J ur li�r , s II * �11312 uNrtc3 r w �11 } ��11329 � w �uertcle nUNffC6a UNITC1 - u _- 11334 uNRc13L ' w I -1 c4 7 MT az 111 L 1 ` O _ - ^ __ J 1 I1NfY C14 r r a 7 11325,- ,_ __, ,__ -� POOL r- •' uNRcr_ r- --I r- _1 r= T—tr7 11341 E 11332 ■ I L�1— —� L ��LJL LJLJ LJL_ UNIT CB= = I I UNIT C11 I UNIT LJLJ LJL 133p9 13 0 r- a ■ II W LU UNIT Di UN D33 UN 11 r752 11360 13464 13462 1UNIT vs3382—1338lr— = 1 r I Z Q NI UN 5 UNIT UNIT�TD7 UWTDe 11339`- Juril3c� [ L _1._. Ill 1— �1�J"I f 11380 _ r—UNRC9 uNl, roz I 11319N UNIT W > � � u NIT DII UNR Dig MI 0 0 _ , la � 8 BLDG#5 BLDG#6 BLDG#7 BLDG#8 BLDG#9 1 o 1 . - KM In w �W PROPERTY LINE Lu 3 BUILDING UNITS 2 a 6 UNITTYPEA 1152 si. 17 UNITS CO 72~ UNR TYPE B 1475 s1. 6UNRS UNIT TYPE 12950. 17 UNITS N UNIT TYPED 14690. 12UNRS O SITE PLAN TOTAL 52 UNITS AS101 UV**.0 E i s AS101 4'b' 42'b' / / / / 27' 5b / 1 1F-10' I, 4'4• 1 0'-10' \\ 3 00%, I \ 00 CO CO 0 0 ,q a C - naz El Z n " d co I m I I GO e" = 8068 }cn IlL ] - 0 b0 OZ7 i 1 ° r�r 4 1 D G Z 00 i - o JL GO _ , , u-....... I 32•8 la a egg,c o Z . L_ n 0 cL - (1 z 0 o fco m Co m ® ; c 0 0 g ��rrr S S N m 0 0 0 0 — T 0 \ 0 A r r D 4 z •••• • • • • • •••• • • • • • • • • • ••• • • • • • rilb, •• • • • fy •• • ••••4ry $ g•• NN p m 4•_�• • • '2, 2 enj • • •• • 1,•P REV DATE DEWANTOVN -._ _... •• •• D 5 MATSDWRTq SUMMERWOOD VILLAGE UNIT C FLOOR PLANS Wes`` "` ' ••••� En4jrye 4,...EN 13495 SW SUMMERWOOD DR • • 3031 MM111M•AVENUE ^ c, TIGARD,OR 97223 •••• SAD 200 ••' CA) ph' 97239 ph' 2 2 7/4 Ydx:(503)438470 •A • `ym • A� •••• • • •• INF • • E . ••• . `„0• F-P • • • •• .91yPE • .4 • • • • a 1 OFEOON 0,7 d w 10. 10'',0 . = rarf • ••• F'• c.� • a 2$ : : • EXA 123i�(RO • 4$4 •.• • •• • • • • ••• • �n5• • • • ••• • • FJ€s 3ft/i d WINDOW SCHEDULE •.• ••. • • •• • 2050 • / � ® 2026 . •.• •.. •. 1�-6. • . • • • . • 4 • / 12'-3' 15 10'-6' © 2040 • ••• • • • • 4 • N. \ ® ® te ® 5040 .® 2640 6068 6068 \ ® n z Q J Cl_ 67 O 10 V r-rr 111 - .LI- 1 . O O O AA AA AA AA /X ,{� �i '11]II�III)41]HI I I ® ® • ° Lam '' �- z /i� A ©......._© D a 2V-2,V 510Y2'' 8"31i. 11%11%' `1,-1114• 4 W / 393 / 0 g > cc on r O 0 o $ UNIT D SECOND FLOOR PLAN > A104 1�1� W N, g 0 g NE2 m� 8076 Li U) A~ 4I 21' 1'3' UNIT D FIRST FLOOR PLAN A104 w•ro. 8 i A104 • • •• � •• •w e ® . • ••• •INF.c • •ti• • ••2• • L / \ L I••• ••• \• • • ri•Ti3E • •• •••• ••�•I•c•:,zr n• • •' g • • • • 3 W mL Z • • — I • ••• • • II— I I I I I UNIT Cl LEFT SIDE ELEVATION UNIT C2 LEFT SIDE ELEVATION A203 uas CI,C•CILA..cm.02Lc13 04••I.-0" A203 arts aaccac.01.01.cl5ci6lcll u4•P-0• Cr) Z 0 F- a w �ia ■■ 1. ■■ Iv, J m �■I I■1 �11 In nl In rll ■_ ■■ ■■ : ' t ' I u W W ■■ W ■■ all II i ® II II it mil _ -W ■■ W ■■ aMff � li LI N H t i M U �M M. JI 11 i 11 II 1 LI L_II Mil =a ^>— IMAI ... .. ..I!i11JI LLI L7 UNIT C2 RIGHT SIDE ELEVATION J UNIT C FRONT ELEVATION A203 MOWS ON 11E HEVAMI OCCUR ON mrSClt0,m.C1l. J u4=r-o A203 1;r•ra. 0 O ° O ■MIN 1. k-.- r . �N 2 30 r c onliminimmo ■■ emusim ■■min D m a C I 11111111: mom IMIIMANINI IIIIIIIIIIIIN IMMIAIMAIIIIN IIIINIMMINIMAI MIA F11.11.1111.Mill....1.11.1.1111M11. 111"1.1.1.17 1 N _............1 r .... .. l ''—""" IINIMMINIMIE 3 ilim innewImmemommilimmoilmIn i UNIT C1 REAR ELEVATION UNIT C2 REAR ELEVATION A203 ummscl,a0,C9.c10.c126C13 0Y'=1'-0" A203 UNISMICl.ac),c11.C1<.C15C100c17 I/4.4_0- A203 ti .. . . '4 fi } • • •• • . • • (, ,} • •• • • • He, • • • • • • • bi69a•PEI' �1 • •q• • • • •fir'. OREfXMJ /\ w 0. 1� aw mY • •• •• •• • >•t e ■■■■ • • ••••• • E•PW$:11L•2010• B �•$� ■�mim mi mommon illsommomm • • • • ! :*. !! ' E u 1ms mom • • mmi Mill I NW _— �_ _--m I-I ' -_ -H - L,�— ow 1. �_m m ■. =m —A 4 �_ —_ tt J0 ■_ — —_m W — .-..l 1 u _— Pt I H I II = =x ■■ —� '_J num M WY IIIIR u , ,' �,. ��,'' ' 'r '2� ,'�;: UNIT D1 FRONT ELEVATION UNIT D2 FRONT ELEVATION A204 NM DI noa>x DM it4PgA). a A204 MR901,03,1,D6A],0111 D12 _ I/4'=I'-0' //1 • = z Z r 0__GARAGE DOOR IN UNIT D6&D11 H w 1 I p,..-1.1•..•iim ........ 1' •• .- . a ems .....: momommoommiummam —I 1 al. C W . 1 r=dimil 'mumm :.... ..= C Lw..---nak,,,---r_______T...,17=., .... ___________ ___ It ______ __ ___...... ......_ _______ __ 1 1- 1 1 _......_..._,_...._..._ ,.....__a_ UNIT D1 RIGHT SIDE ELEVATION UNIT D2 RIGHT ELEVATION W A204 UNIS D05,04098 o,0 114'44y A204 Mms o,AaA4.06.01.o119012 f4'=I'-0' Q J J_ � c 11 o __ o i _ / '2 N W 7,n ._ g O _L' C 2 —II l 1 11 „,1l 1 0 CO r'F II I V 1 np 1 _ II l 1 11 1 p 0 l 1 11 MEMINEMINIMINENNIIMMINNINNII ININIMIIMINNIMIIIIMEMININIMENI II F i II 1 1111 1 1-I1— MINNIIIMENIMOIMIM IL-t UI Lit 71-t. >A ..._.......T.... ....i If 1 1� S liii.. I 1 1 f 1 1 UNIT D LEFT SIDE ELEVATION UNIT D REAR ELEVATION A204 ,u+ru A204 wyro 6 • • ••• WC • • • • • .• . 4 Al •• • • • 1NE • • At •'• • a194PE P • • • • • ••N " Alr 7- • •••• • ••I oa•m$E 11 a� _CO3 =®r- �r II a_cW — —4 sir. -CO3 �� t9,5_,Sf MIMI l;i_ • - oo —ao = ' = 'L'� IT '� I'll a Lt� 3 ^' t mommom -------------- ------- v • ••• ••• •• • • • . • • WEST ELEVATION 118"=1'-0" A213 fl terry -- F— / 9 ��, m tea. i/i"ri,v, , YV/i�l i/ Lii Y W EAST ELEVATION 1I8"=1'-0" It A213 0 Z NEW CLADDING AND S.S.CHIMNEY CAP —.I CIRCA 2016,ONE LOCATION a 1 m i7!,i ram" , W pc:',-; LU jm O NORTH ELEVATION 1/8"=V-0" SOUTH ELEVATION 1/8"=1'-0" „Cf A213 A213 F LEGEND FULL REMOVAL OF SIDNGII'RIMMIN&DOORS ///TARGETED REMOVAL OF SIDING a i A213 WRB OVER BUTYL MIL PAN FLASHING WITH SEALED EN NMI D ONAS,VT MN,SAC(LEG,f INN. BUIVL UNDER YlRB.OVER LEDGER RASING RAN COP AMNCWNIFR WASHING )F, 4' um ES,SLOPE TODRNI,LAP OVER MEAD FLASHING AND SET N SEALANT BATTEIIS.ARACXTO ERRING • • • • • • •• • • • LAP SFALWi :1 STARTER STRIP Se MLLSLIM ` Iljl ••• • � •194PEA • • •� UNDER CAP IlI�1%I INTERIOR II f11 • •� MERIOR I 11 ICI DECK BOARD,WEPT GAP BEIVEEN I CT SCREEN METAL CAP SLGPE Vj ER CEMEMBLOCK �� pgEGON �w " SET DWRN SEALANT - - LEDGER FIl31NGT0 ALLOW l ] n SET NNW SEALANT IiI�IL u ••• �Q• a�IIDRANAGE '�J 1 ice— BLIX'AIG A9 REOD I \ �> L 7 _' ( L.1 ••• • vows-11/S••1D'LF1 1 0�'• H t4 b -- a:: >'• --.� I 1 i I .I.' —`r" BOND BREAKER AND SrLM'•3A',•IN r • ••• •• • E 3E _ NEOPRENE IL. 1'MN • • • ••• • • •`e 1 '� ,- 1 ✓ I _ HEAD SCREWS CIA • • ••• • :: ui I ---- NIL HEAD RASH NRN II! .I. I\ 1 ORaHOE MAT SEALED END DAMS,uP BACK LEG UNDER SLIP^ 1 NERIOH 11 DM EDGE.SLOPE TO DWI AIR HEAD RASH MIDI I2 SEALED ENO N1%E FEERCENFNTTRW 1' 6AMb'LAP BVX LEG UNDER • ••• • • •• •• DRIP EDGE,SLOPETO DRAM I I . I '.,{ F. -._ :•ND BREWER AND SEALge MAC'• 1 LEDGER I ✓ pp ffI INGEST SCREE �' 'I J • • • 11 DRAINAGE WT . \ y P.1 • • ••• ••• •• • • ..II, 0. BATTENS FLLET SEUNrt . I F DRANAGE Al4i ATMCX iO FRAI•LG f /' )/\ Pr'I'4I • ••• • • Ali _ _—— .� ' DTTIZ CUT TARN WASHING SEALED L DTi1Z.MifPfU$IEG EWER CEMENT II T X�'I OMIkL.FLASH 1 II• I t y 1 : MRB F•EER CEMENT LW SONG JA NTL Ms 1nGYP90. II' I f 1;r1 I EM wxs.a MA HACK LEG LIEER LNL HAD FLASH OWWN I?SEABEDEMS qq}}'' 'I I` SUM,MP EDGE,SLOPE TO DRAIN 1 I DANS,TIR{BACK LEG UNDER BUTYL,DHHP Y 1 �1 '� III ALm PROwE-'�GAP FOR I ,'it EDGE.SLOPETOONNV AIp PROVEE]F I'1 �: vENRATEN ! AN GAP FOR VENIInIUN ECISCFIEN H.II ECi SCREEN OT SGD DOOR SILL @ DECK ?G"BD. O SIDING @ DECK O CHIMNEY DETAIL O MISC.PENETRATION JAMB 1 SCALE:3'=1'-0' SCALE:3'•1L0' SCALE 3 H1'-0' Vet F.pow. (() J P L•L BUTYL OVER Mil HEAD RASING 1'� I PTPLY SAT/ONS.ATTACH TO FRAMINGM.HEAD RASHING WRII117 FOLDED ENO L BATTENS,ATTACH TO FPMMIG c/1 DMA HEAD RASH WITH II FOLDED ENO - Y to WRB f.:I 1I SELF.ADHERING FLASHING ERB \ WRO SLOPE TO ORM I� BUTYL I.: STARTER STRP EXTEND ON UTBRY BOX BUM STARTER STRIP �I;�I ', r I Ili PT PLY BATTENS ATTACH TO FRWlJG BUTYLI DPANAGEMAI 000I TY BOX EXTEND - I;H1 NDAP,DO NOT SEAL AlI STARTER STRIP IO 1` Q MUTINY BOY I 1 ,� NC LAP,DC NOT CAULK / i 1 COROTCAULN _ 1 �I ns AN.IuwxGM,P,Douol SEAL '' NIL HEAD RASH WIN MsEaEn EE '� ' ".I 1 A MrL HMRASHWITH IT SEALED END DAMS ✓ prWIMrE NAr I/ DANS,2'NBACKa DRIP EDGE. II CNN BAGKIEc,soPETooR.w I. i1 I.I SLOPE TO DRAM ExsTMG RIERER SHEA SW aeERCRewrTRN i.. Z DO NOT SEAL BLOCKING AS PE0D { NO IIiLIfYPENEIM I ®� I N@ iRMARWXOOPFI•ef 1j'1 WRB OVER BUTYL 1iNs. OLICK•FLASN IYP. BOND BREWER AND SEALANT BUM OVER WAB AND HEAD FLASH FROM BELOW W ir s-� I®BCMI BRFWERAHOGFALANT.3q'MN' ( ' J 1j � - _ Ct INTERIOR !MINOR II Ii f FIBER GEMENTI-A NIBQ� BARE BRENERWDSEPLWT.B'S'MN.' / 1. ,1. Cr) 1 INTERIOR / : \ HOER CEMENT BLOCK r „ MRR RAS/1 MM ID'SEALED END f11. z r. S TAMIL SACS LEG DPP EDGE. -A.! / / ! F SLOPEABOVE LO AND RELWIFCRVEN10AeG i j DRAINAGE MAT l r•+Ar ANDBBELW FSHENS/CCM i �� Farr SEALANT I� ['� r QUICK 1'' ,, 1 „1H Ire•r.N.w MAX GM DO NOT SEAL L �� , (11LL DRAruc MAT �.1 II o 11 SET APB NSENANI �.' YI'(IBER CEMENT'TRW \ FEERCEIkNTIAP SpNO ECTSLREEN I B4 ATTACHED TIERS III�;_ II. I FEER CEMENT Sp.G FPNlIG BATTENS,ATTACH TO RAVING ' ' BATTENS,ATTACH'DEWINGI I./ - II FRAMINGBATTEN$,ATTACH TO FRAM i;l EDERSIDIN ATTACH LAP RAANG OUTILITY HEAD/SILL D MISC.PENETRATION HEAD/SILL O BELLY BAND O UTILITY JAMB W 5 SCALE:3".1L0' V SCALE:3'.1'-0' SCALE:3".1'-fr SCALE 7.1'-0' J D: -\ (E)VENT NOTGNG O Q� \\ UNDERAYMEM 0 3 �\ SINGLE WM STARTER SHEATHING // MIERUYMFM AND ICE ATE WATER SHINGLES \ //�\\ //,•, SN �ry / - GB'OF ICEDWD WATER /� C LL / DRP EDGE / \ / 3 m \ ORP EDGE // � / W DUCE SCEW MANGER MI /,� I "/ g 30 Y'� IWO� // �� WRB TAPE �� 1 �'J ♦ srxt�En CEMENT / / NG USE D m8 r•I II Mf k IO ARERCEMENT , y/ BUTYL STEP TO HE9RNG L��1 DRAINAGE woo / / UMIER.AYYENT Ilii 1 WILD FI/5 ,- BURL _ REPNWMEGRATEN ;I 1 A of was wcxouT FLASHING 1 H - 6'KGURER I � SET NSEIUNT L�DOWNSPVA CORRUGATED . 1 M2 HEAD RASH WITH 1/1-SEALED .r +8�� DRIP EDGE p _... I'I END DAMS,3'HRBACK LEGMlOER k ® NP XBfIBER GEMEM TRPA i BUM.DRP EDGE,SLOPE TO DIM I i1 MN MONDE N'MN GAP FOR VENTILATION 1 eiINSECT SCREEN ISamVENT FASCIA , '4:1 MIER CEMENT SUNG FI BUTYL ,py f PI I ,I 5Ar%e'FIBER CEMENT •T. ONOT USED O RAKED GUTTER AND FASCIA O DIVERTER FLASHING A500 9 SCALE: SCALE:3'.1'-0' C Al P3'.I'-0' SCALE 341'47 FEET CEMENT LAP SUNG ^1 : 1 i • • • ••• ••• • • • • • • \ \� \) -- • • • •• • • ' • L / / / / / O B �''I ��� • Ti •ae raoa sNEalNc • • ••• • ••; ��o BUTYLM BNGOVERLETAL Q �w �. f /s'-'! ll ORMNNG WT j0 r 9'I.N BUTYL OVER HEAD �� ► t 0 % . VI AIR HEAD RASN WITH Dr FOLDED END a +f .' 7� '1 freum '. `� Ili ICI aoPuoLPAI.1'MR BACK L�or�Eo••• ••• ••Fyn Q•m4e BOND BREAKER AND SEALANT,3.•YN• 1f / I ' �- 8 BATIEN9.ATTACH TOFRANNG ' GOTTEN I I • • • ••• • • b c �II111 �I p !I Burn OVER mKno Fvwmo �� ye'lra.lD xo�B� • ••• •• • ••�yE� I''I - -1 BUTYL FUSING UNDER METH SUP•MO • ••• • • •A� � �I I A?R / 3 MR BEAD nwsx'mxfmvoLOEn END \ f • • ••• • • 1 LIA O WE,r MN.RAC(LEG,DID EDGE, 1 3 w Wuxi rB CEDAR DU � I,� SLOPE TO DRAIN Bam BREAKER AND SEAM/3rFIM1• NIENDR �' Iv /2I NSECT SCREEN a �I �� Enrt i I \� O£GM.DO NOT SEAL / 1; NEW cl gya'xTyE®E�cRrtlr` • •• • 1 I, '� it •SET YMFIASEN9EA M • \ it • ••• ••• •• • WRB d _ I I � '.ERCEYEMTgA G AGE I'. J '• _ SET NN FRAME N SEPIANT AT I IIIMMY88 •• •••z PERIMETER AS AE BARRER r„ OPNMGE WT till' ..I 'g G•W,WNOi SEAL SECT SCREEN EXTERIOR SHEATHING �__ .� I L..... A'RHEMFlASII IMIHfD'SEALED END MR,IXiP EDGE FIBER CLIENT LAP SLING MERITi TEAL DAMS.3./EL M"(LEO,HEWED MP EDGE. NEW GARAGE DOOR MA ROPE TO DRAW AND ERBIL)TO END OF .INETFN NEW GARAGE DOOR GASKET A O INSIDE CORNER O DOOR PAN O WINDOW/DOOR HEAD O GARAGE DOOR HEAD ST0.UCTURg1 SCALE:3'= F'3'1'-0' crAI =1'4? 3CALE:341'-0' SCALE:3•=1'-0' Atzr .......1Cfy l N4 `lPI 14. .1I y O'6918APE 9 iF' OREGON !� I i , FNER GEMENT LAP SONG 1O0�g EESTNG EXTFWOR SHEATHING RY DC `*' Q CAI �'!'D FEERCEMINiLAP SIDING WRB EXPIRES:12/31/2020 INTERIOR SEAL WRB ! rl Will OVER MR NEM BALING Z QUARTER FLLER SET WIN FRAME N SEAVM l 1 1 MR HEM)RASH WITH ill'FDIDFD END W � BAT ARRER ETERASAR 11F AN•tII.MAX GAP,OOINTSEAL /ELBEAD R SA Valli 1 DRIP EDGE W INTERIOR i4 BARBER __ / ( - EXTERIOR SKATING • II ,xLI gfLF i0DRN1 \ .11 I 1 { •y Li REYEIE BUTYL SILL PAN . DRAINAGE WI / it 1� J may: WRMOPEEMtUCKDAIBOIt RrEflY]R 1 CTBCEEEN 1Y BUM AT CORNER lT•T LOFONA BACK pAM , BN'FIBER CEAENT TRIM I \ Y . t— 'I STAGGERBFJUNT BEHND ILL FLANGE 1 tY1N,NEST RUBE MBIN6UWER BUTYL ORAN ANDE fI;' ;II MLHIAOIASH V.FTHTS'SEALED END ` /� III I k ' DAMS r MIL BOCK LEG,DRIP EDGE. Z(I FELETOELM,r 3IB'AN• _�� _ I Xn;uoroEm of / /\/ \ /\/)\1 , - /, � DRAINAGE ® NiEPICR Ij BATTENS,ATTACH FRAANG _� V/ y JJ) , FIBER GEIER/TRIM rY ..-'ALIT{� BWDSEAL DRAINAGE Mg .II =1 ! , WB n NEW SW FIBER GTMEMTRM I' FEEA CEMENT LAP SELIG BATTENS,ATTACH TO FRAMING FILET SEALANT YF MN.• LU 0 OUTSIDE CORNER ��F 3�'-0 O FIBER CEMENT TRIM @ OPENING O WINDOW SILL SCALE' 4 O SWING DOOR HEAD SCE�_ a J_ 2 ( I ENLACEMENT LAP SONG 0 b IWOOce/. . , f CY1 I PROVIDE WI BEmT_EN ALL (FETE CEMENT LAP SIDING '�Y,' I 1, WIG F3iF0 METAL FIASHNGAO I I' 'I Nx WOOD SIEATINGI FRMNG.M. I f JI FIBER CEMENT LAP SONG = m Q wTaa I anTRls,AnAcx ro FRNANG IMERIDR j CO a F BOND TEENIER AND SEALANT �,i BATTERS,ATTACH TO RUING LT ± I '' SET WIN FP/HIE BUM RA.WPAP 'II BUTYL OVER FLASHING I J f METAL COMPRESSION FLASHING HEMMED EDGE I' I I I SEALAMTO R.O. BEE-FLANGE IN SEALANT STAATER SIRE 1 ' 0IL BREAKER AND ONDE2' ULAE I II STARTER STRIP INTERIOR SEAL , I SET MINGLES IN SEALANT coxPrsE.RSDnMsrwovmx xEMnrn EDGE cr SCREEN 1 ROOF TO WALL RAUSE Mm1END SEAM 7MM d NIL BACK LEG,PRONDEYAN U,PVEHVYAB SElN SE4IMI WNGRER SIPS ^ ›..........----BOND DAM AT/ERwmR FOOTING -_. - -. - I i�l1' BIT'L AT CORNER z < n E-11 III II1 =-II 4 e a A I�II�.. �' .. :V HTEPCR .I- UNOERIAYYEM. I SHINGLES a A III—III 4 . FXIOIO LIP WALL a'MN DATING FOUNDATION 4. rMIYCLF1TWRFEM PAIHI MYnEWAYISUB J/// FBFACFMEM UPgONG.AnACN TO FitW1G -'":- '' I - BATTENS ATTACH TOFRAING 'II '.4. r tVISI•u oRMLAI,E W- r 4 Q I 4. INNS'GRADE CLEARANCE ' ° MAX GAP I1 3 2R 4 DO NOT SEAL YF FIBER CEMENT TRIM A • O HARDSCAPE CLEARANCES,. 1 ETC. GRADE CLEARANCE 11 WINDOW/DOOR JAMB q ROOF TO WALL A501 3'=1'-0• SCALE:3'=1.-0. SCALE:3'y1.0 12 SCALE-3•=1:-0' ' FIBER DEMUR LAP SIZING R CEMENT LAP SIDNG 'I I ) MRB • WRB OVER BVM \II EIGEIJR SHEARING - YIRB • ••• •• •• • • • WC ® SI� I I„�� /l.� •/f- T :. • • • • • • • • • • • 4 • • LI /\/ \I \,/ \ V I " I ' Bum FLUINO I Mn NFAD FLM15�4�Irl? ••• ERR I$J1s •• • • • •re \ SW GM,DO NOT CAULK ' ��' • • • • • •rs III BLOOM°ASREO'O� {1ryq'Lyy EVERSONEMENDONVLIM1BO% I A•BACK 4S •l O• M• • • • •• `I 11M'OVER:M IAA YIR HFADiIABH WIIH NZ SEALED END DAMS - -- FIBER CEMENT NM,T•'i0FIT ; % ... a'NFL HALM KEG.SLOPE TO DEAN I III: BOND BREAKER AND SEAWFF YB'lfJ' yy((JZ e%2= i I I. ' Y ® .) NEN/FLAWING.SLOPE TO ORAN,SET NSFALAN 'B i� I lI EXTERIOR SNEAKING " 3APNN ttiET• II PRONE FULLY SOLDNIED SADREEIlVE,HENML.OA ••• •• Bg q�E INTERIOR `; r BON)BREAKER AND SEALANT.WA"MN,' UiYL URLRY PENETRA I ! - • • ••• • • Foam • 8'NW.BUTYL FVSNXG •• __; DO • Il' i : : •• •••• •• •••• ••• • •••1LL it INK • • • • ••• • ••I'g4�tr R. SW FLLET• ! I, . • ••• • •••1{yft —'s as e•l GAP,00 NOT cwuK INTERIOR II II . T... I !, NIEHJR NTERIOR I / - -. 3w,m., s SET MIN FLANGE N SEALANT I { 1ICi MIL NEAR FLASH WIWI I?SEAL Fr)END DINIS 4•MN BACK LEG SLOPE TO DRAM, •• AR BREAKER AND BOND SEALANTBOHAN0SB I:Ili 'IM I \ _—_____ • • ••• • • •• •• . - FIBER CEMER ( f SETWN FRAMER SEALANT AT \� FIBER CEMEMTIA WRB '/ •• • PERIMETER AS AR BARRER \ ✓I I` A I I� BON BREAKER ANO SEALANT.3'B'I.N' I I • ••• ••• •• • • NI T,BOND BREAKER A 5EALA NB'NW / I • _ "' _ ' L II OMB NASH I aI ___ _.I •••0 • • I.' I I - B. BREAKER AND SEALANT.SIB AN.• 1.'�•'� NYDROTEK WATER REBBTNE BARRIER EXTERIOR SNFATIIG �- I i' NIENOR SEAL 'i - � I I 6ET WIBNSEALINT NNryi III NINDOW FRAME iBER LEMEM LAP SONG L I IN \ FIBER CEMEMLAPSDIO ` FIBER CEMENT TIN (` i' I 1Il I._ A I U II1 BOND BAKER AND SEALNLLNB'La.• M.1 tie OVERLAP HIV we •FOLLGWASTMC1f931J0RSEALANT MANUFACTURERS SIEtlNGTON FOR JOINT DESIGN 11'. it IIM O WINDOW/DOOR HEAD O MISC.PENETRATION O INSIDE CORNER O UTILITY HEAD/SILL SCALE 3=1'-0" SCALE:3'•t•IT SCALE:3'=1'-0' RCM E:3'=1'-0' Cr)nn MB INTERIOR SEAL FIBER J RIM FLASHING I 'I I FBER CEKENT SOEB SET NNFNNENBEP1NBi AT I'I - J, FBERCENEM LAP ADM WPC ON LTIBNY RON II II BOND BREAKER AND SEALANT,sr MIL. /r PERNETER AS M BARREi < '�'. BOND BREAKER NO SEALANT.N'AN,' - '�I SETWRBNGFALAM FIBER CEMENT TWA.RP TO FIT FJLSINGSLL TRM� ITN MECHNCALLY MACRO SLL BB FLARING I WRB I FIBER CEMENT TIBIA Q FUMBLE BUTYL SAL PAN,MR* i ��� __I:'dI BONG BREN@R PNUSFNANT,&B'IN.• W UP MONO INTERIOR I IF TRW PROJECTS BEYOND MEOW SILL. IPIAlO FORIABACKDAN NSTALL METH FLARING - I. I III \ is "�I PUErawAUT ae Nd• 1 - / LIa STAMM SEAAFT II.I µRR NIESER L 1, I EXTERIOR SWATHING , (I BENNO SILL RANGE i LLJ Q OR SEAMING G II I el- l/ I I iTAN,MECFMNCALLYATTACNED W ,. LAPSA SLL BE OVER SONG FLAWING FORTFBER NEXT I � IEINBuuTION- -')I (1I _ ` I I I BBLET SEALANT. __•RUMOR Lt I II FBERCEMENT LAP SIDNG /K / / 1 III. �DYPJB�I II I / ( ✓ ' / - 1 I' FIBER Pl•nOBEMT M II BIXO BREAIERAUM)BFNANL 9•'4N.` L i- N 'I bELFMXERNG FLASHING.MEND OR u1RnYB0X / SET WRBN SEALANT 'T I 1 — �. I I i II PEER GROW TRIM I i\ I 11 3�1 ► r�I Ih I�N BOND BRENSAAND SEAANT,S9'RN- �_ WPM"FIBER CEMENT 'I III MANAGE MAT I I FIYDRDTEX WATER RESISTIVE BARRER PT PLY BATTENS,ATTACH TO FRANC BONDRREA•ER AND SEALANT JT•NN.• •FOLLOW AST ICIIBS.IS CR SEALANT MANUFACTURERS SPECIFICATION FOR JOINT DESIGN O WINDOW SILL O OUTSIDE CORNER TRANSITION O UTILITY JAMBO NOT USED W E VT-0' SCALE:ONT-0' SCALE 3"•1'-0" 8 SCALE: FIRER CEMENT SONG Ii MRP I i II IB PROVIDE IT IAN LAP WITH LOWER LAYER / , ,/iI ,I• 0 O � I 'IIC T'N FIBER CEMENT LAP SING 0 O I Ih1 BAWL MENTOR I O O II I' MY GAP,00 NOT CAULK WRB P.,I III MR HEAD FLASIIG WITH II2•SEALED EN]CAMS ".\ - III CC E i. 4'MIL BACK LEG,SLOPE TDNUN D SET WN EIINGE Pi SEALANT 'I ALL CORNERS LOW.'SOLDERED,NP .F'I I EXTERIOR SHEATHNO 4)0 SET WIN FRAME INSEALANT AT INTERIOR I 1 PERIMETER AS ANRAMER IL I.. I I f.�MN 2 u)c NFERIOR SEAL II L II I II .11H'OVERIAP = R I IF, d II ' I fBER CEMENT'RN RBNSFAVM III 'III WET W .11.I .' •" STARTER STRIP it ARE DOOR I WIDOW IAMB -.MIN L- K@4 BOND BREAKER 30'WRG fIIET SEALANT.FIBER CEMENT LAB SONG . I ,III OO META LDIIP FlASHNG --. de c I- SEALANT ' II LEI FOUNDATON�. - as METAL FLASHING,HEMMED EDGE FBERCEMEMTfBI I I� �MN.B•GRADE CLENNNCE SMM I I GRADE IFIBER CEMENT THEM 11 a Q Id 6‘15 •FOLLOW ASTMCII93-1J DR SEALANTMANEACTURER'S SPECKATON FOR JONT DESIGN �— ""�— �{ O'69194 uZ] i OREGON OWINDOW JAMB SOFFIT GRADE CLEARANCE F • so.,..so.,...., A502 9 SCALE rAl'A' 10 SCALE: 11 SCALE:3'•T-0" ffly c.A•E EXPIRES:12/31/2020 PROVIDE FORMER NETT CEMENT UP SOM' W 4 • FEE*CEMENT GONG AETALFUS GIN pIpNL • WRBWOODSXFAi1RK'AAA1NGlYP. • • • • • • • • • • • •r • O N f • • J) PROVIDE IRIN LAP WITH LOWER LAVER SBXIH FLASWIGNFTH HEANED EDGE �•� • t•� ‘BSISAPE• • • • •'nY 1 BUMBNO BRFPORRNO SLUANi,LP MH. CK EG.PRONDEYMNWKRM WAE • c.. STARTER STRIP L �� OREGON �w I CA GAP,DO NOT CASTE EAID:RNOSEALAIrt,LB'MN.' P O� ' -EL' �ll AIR MAC FLASH WITH Irz SFALFDENOAM DAMS @ Ry OG `AL • G< $ II PIN.BACK LEG SLOPE 10 DEW - •• •• ••• ••E•PIREB:1►31R020••I W�� ALL CORNERS FULLY SO WWI,TFP. LEI CONCHERGVd FOOIRE g - _ • • ••• • ••• • • ••• 'M Io.., = I III—III11— ••• •• •••• �e d c 1 II11.M:METMIBM4:8":1111.1"ENN:E:21RTW11.':'REACEBR:CACI"MS"E • • • ••♦ • • ••• a,^ • • +•• • •••3w�ni •iWABIY MN.MOISTW NEXT RAW* 11i1 LI fiIIs' I IMERER • �. FIER CEAFNTTRIM 1I sTARiFR 81PP1 NIEPIOR •3ld'GAP,DOIDTGWU UNLER • ••! ••• •• !WOWED HEADFLASH • ••• • HI l •I ING,NEMAFD EDGE,1'AN BAGCLEGSAT F LASING OVER FASTEG METAL CON3OTESTABSHOULDER CUT BELLY BRIO TO ACCEPT SONG I, M440NRYFODigK 9aSET BEING N SEALANT TO TRH OIIT 1 FIBER CEMENT TRN OIdJEWAY/SUBIGATUGE OOORGABHT < ,.. .1. =LIII III III II- I II II FIBER CEMENT SONG \\, c IF I 1 III— \�METALOIB FLASHING EXIST WOODWN HARDSCAPE CLEARANCES, DECKS, OBELLY BAND O GARAGE DOOR HEAD O PATIOS,WALKWAYS,ROOFS,ETC. 1 SCALE:3'=l4Y SCALE:3'=1'.O SCALE:T=1'-0' CI) _J Q F LLJ CI a LLI STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 STEP 7 VERIFY ROUGH OPENING IS PLUMB,LEVEL INSTALL MOISTURE RESISTANT SHIA FOR INSTALL IT'MECHANICALLY ATTACHED' INSTALL BUTYL 9'MIN FLEX•WRAP SILL FLASHING, INSTALL 9'BUTYL JAMB FLASHING. INSTALL SEALANT TO PROVIDE AIR SEAL INSTALL SEALANT TO BACK OF WINDOW I t AND SQUARE:ADJUST AS NECESSARY.IF SLOPE TO ORAN FLASHNG BATH CAP HEADED STAPLES EXTEND UP EXISTING INTERIOR SILL TRIM LAP 1'INTO RA- AT BACK DAM FLANGE,OMIT AT SILL OR STAGGER rLJJ RESETTING.VERIFY WINDOW WALL FIT DOOR USE METAL PAN FLASHING Vr' WITH NEW FLASHING USE PRIMER F NECESSARY USE PRIMER F NECESSARY l^i ALWAYS USE ROLLER FOR SAF ALWAYS USE ROLLER FOR SAF 11 rill Ifillit [111]1°3° [111111. Di 0 0 0 0 0 O p wH, STEP 8 STEP 9 STEP 10 STEP 11 STEP 12 cW E E INSTALLOW WIND PER MANUFACTURER;FASTEN IN WRB UNDER SILL BIB NEB AT JAMBS LEAVE 2'MAX fi'MIN.BUTYL JAMB FLASH OVER - 1P BUM OVER HEAD FLANGE TO FRAME C N O SLOTS,NOT LESS THAN 3'FROM CORNER OR AWAY FROM WIN FRAME. FIN TO WAN FRAME. 2 N 6 GREATER THAN IT FROM CORNER. USE FRAMER IF NECESSARY USE PRIMER F NECESSARY J a g ALWAYS IJSE ROLLER FOR SAF ALWAYS USE ROLLER FOR SAF Cl) f ri ---1--- 1 7 ;:i..:i.,.; ., I JI a „k----.."---' —- ......*---•r— , . _ _.___. ....„._ , Iv ° 0 FLANGED WINDOW/ DOOR w NTS 0 0 a XX i A503 W. • • •• •• • • • • • IN • • • ry • • • •• a •e• •• •• ••• • �'89/94P� • • y�Wy • • • +e •• • .d • • • 1 01 EOON • = o \ w 1 FRY C o.." oa ^$ • ••• •• • Z� ^� • • • •••'�' 1202a • _ " �� • • ••• • ••• • • ••• • OF, • • •• •••• •• • ••• _.' v • • ••• • ••• R,w2ci ill WOO PSI CONCRETE • ce 1 fmx06 r TW. • lil iq' e COMT.TbtbFN2Wiµ)•OY • ••• • • 1 11=11= SCREWS AT POSTS. isr =11= '.ilt� 11 NNvsaEwsaTlral:. •&I=N z_ g Cart.PS al OF N1 YN mile SCREWS74. ,.V N CLOSED Lo0P 1ES.PRDMEAT B�Fo6T.TOPA&Ri RPls CONT.PTLCDF N2WI(a)Mr , T AT TOP MO AS SHOWN TUN DFA POSTQSQ WC WV SCREWS AT POSTS ' • DF (21 SO EACH WAY. NEIO•SCREWS AT ISOG PT 2O1 Q SW O,C W.N WI Nx2.1R SCREW TO MSS cN Ijr"i.IL=11a11,=1' rEUEforrEOOR TOP AM Fru RAS WINER POSTS CCM.Pi 9a DF#21W(2)1/6 SCREWS LDNPaDT auvELe'MNL %• •EARS.TOP 1On RATS 1$•DIA P1IXa DM POST @P40C MAX „ X¢ PEW BTUS DECO BEAM 5 PROVIDE NEW T22 KISTAT 16'OIC AND SIMPSON T}%1•sort ON:ow WINBiA1R SCREW TO LUL HANGERS-TT IS vem1 AT•II= C PEW hiTRIX SELECT DECNNG WI IDOEN FASTENERS TOP MD FM PALS BETWEEN POSTS / UTE WITH Mr O BOLTS ANO 2IC, qAdiAllkDW�ELSAEl�T INWASHERS.HDG4V COr xeTmP1TA m i� - _ _ IJECI•IG v J u ammo.T>E Hm1 ,P- - �' --'�'t ..ems g CIO aa� eiil1 Fa -- ilk, . aA • 1 T1 '!)(&A^kM;Al16NED WTH F051 I1I kW 9N3_ ,i� a IVIEFI 2xe T w BEaclmcaTlNdsv "......"�... Asa •-i p' �� 111 SECTION-A PROVIDE vT Oa POST alloivsaPCNze .11'i� li I Eno OF Ri�EVELr�srACEo®t MITHIN xBoc W EPC4 POST CAPS-WP. Nit i A. 1 DTTZ WTTH 1R•O 60LTBNO REARALN IFIYFRNNOIm 1NO3VMS 1+?O WASHERS,HO Wt. SCREWS a OA;•STAGGERED t DECK POST FOOTING 2 DECK POST PARALLEL TO JOIST 3 DECK POST PERP.TO JOIST 4 LEDGER DETAIL U 85 N1.4 S5 M1i'4 S5 M11%0' S3 +'`1'4 0 W (7 J • e CI O O 0 O 115 CL In W >m ce g o 1- i 1 . A504