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Plans (3) 8fl00010ZLSii L £100 010 Z ISY�I 9Li000T0ZiST\I __ ___ _-__--_ _ _-- _'_-- `__- / _ - - - -___- ___ __ _ __ -_ __ -_� _ -_-_- orsyi -,--,--- irt"---.i-. -- ,!-?7,i,R 7-.':(,-;-.-t.?:.';=:''A Village at a _Ar,..tq.,:r„- t k..,,,..„ ,.1-_-..-_,I 7 x _____ ____ IC?: - JO A 0- x , — 1 • 1 1 , --- 1 , SUM 18.8' I 1 = 1 - \ , ---- '1:,...„._,., _,.. �' " 7V��~ -� --_ _~�_ —' ~ � U �r�, 0 ktptyzevad A:4- .. Building - ~-�� • ......------- 1 I I i ____ ____ y„,-___ _ ■ 1 I 1 i 1 4 Lots 43 44 : 1(45' kb ■ 43 44 45-- - 11' i Units B-C-A ':- -- \ Fr/Tow 196.76 GS 196.06 1 FF/TOW 196.76 GS 196.06 I FF/TOW 196.76 GS 196.06 q sITE P LA 11 i 4 NORTH \ \ TOP 196.22 1 TOP 196.22 li ,_____ ..„., ply Wrci$,.._.,„..- -Site,41):_;e:':'-- 4kViEAir \ 1 il 111 1 , 1,1,,t-L,OR,49,,i.i.E!(_,141i4 i,470.:l'i-si"--b 1 t p I 6--oci 5 AA*, NO 15IVISION: 4.2' eApproved Rear: • 17:1 Not Approved I 3.5' 111 - unip 11.-........ . .- ---- 1 _1 • • . . . . . . .. . .. . I I ii 11 ; /I \ . ... . . . ..\\ _ . . .. . . .. \ 6) I NW / I --!:f-'-- 7.--AL---1:,-- ---_-____PW°. ,___ '_ __. 1. . -. ,•. •21,,Atta I :::::::.lia):::::: :•:-.;a::--,,V4...::.-4.6:•N::::::,..::::;.:::::::: 11:::::::::::4;E::::.k::::,..z.r;'I......,.....:,:::::::::,:i-,:,::,..{..:::::::....:: I 0 \ ••00°1"...1 ci) Lake Oswego, OR 97034 Fax (503) 636-4015 u) v--3 \,,,t.3 Fr,LzyK ! / ___________ _ ___ ___ __ _. „ _ ___ ____ __ _ __ __ __ __ __ 1 sr, Viiia _iiie at , X _,..., ;_( _ g' W-r- ,',.,1.1ra, _, • i� / - f• I ' ( 18.8' 19.0' I Summer Creek_L 14.2' 18.8' 26.8' \ I\ 26.8 d ') _ -�- _ s 111 r -I GPER ' Argotp'o - 1 21.5'.� _ ' ©/ I i I i '-g'Approved 0 1,1cA-• __---, - . t,,,,,,,,,::___::,...,;,:ii- ik __ Smt i.= --- - --, ---,----- ) --4,-_-:led` ` : 1 t. r t€e: 7 24N4"_ - - _1¢ .0' \ _______ _____ _____ L.4_:____J2' 1 NeAes: /' \ \ I I Building Plan: 11 15.4' I Lots43, & 45 \ 1\ 4�3 _ 4 4 I 1 Units BCA FF/TORN 196.76 /TOW 196.76 FF/TOW 196.76 GS 196.06 GS 196.06 GS 196.06 . SITE PLAN I TOP 196.22 I TOP °196.22 I TOP 196.22 I I I Scale: 11140$ NORTH i I \ I \ I I i II w__ IO ___, 4.2' Setbacks: Approved 0 Not Approved Required Side: Street Side: 3.5, _____ - GawLiee: - NRt eAar: r.o_v-ed • Visual Ceara i Maximum Ruilding Height' .,.. teet 7 \ \CWS Service Provider toz Req €trey-i: 0 Yec No __ _ t i Q.I� 21,0 1_ _ _ n lkec,, i ved .\ \ \. . . .. .. k ©09.81 _i‘t ____ . _ _ _ir _ _ T B‘: 4 1' Sa q_t f.-,1,i.,,..:itadie) ._____ __ , 6____.. __ ________ ____ ...,,_,as..za.sasaaa.aa.-.^. ..-a a. ..a \ `A - G t A roe t __AA A - - _, :® _- y _ 1_—\\ \ \ A .. .......... . E. ... .. .... ....... ...... ..... .. .:1 Sju: _ ; 'i { d r i w a� f, � •1 - ?:. IliSf.“:';:•.,::•'NF::;:1:•: :::::if::::-•:::.:;::::::Z:•:::::.:AV::::::::: ::::•:::,::::•::::11::::::::::::::.::Ty.:.::.:::.:::: \ ,... ^v-,, t i ..I.: •:.� :.::::. :�•; :1,: -- � ‘ �::.� �,- J '\ - - �i .��.; � to ENGINEERING ASSOCIATES CORPORATIONI��1 I ---- —-- -- ---------- - Y�Y I 40 17757 Kelok Road Lake Oswego, OR 97034 Tel. (503) 636-4005 Fax (503) 636-4015 >� f ti / - ----- ..,..„______............„... ..../, Village at ......, _ . x ,,...,.....-).:7,--,.-,rr-: -- rt , r,„,._.„ t-i, a E. • ::&:::,g• , -.2.2. , :SW %•*.,„ *4-1••1'W.•--"*k-...‘,-. * S I I ----' ....--- .._„_, ____ --.^." ....-- 1 I • •----- 0 : 'EP 2 7010 3 .,. Summer Creek I • , .FY OF TIGARD C . ._---1 18.8' 19.0' I 1 , .,..,.. 14.2' _- ---- 18.8' 1 1 , .-- 26.8' 26,8' . , _ ,____ ..________ .._. _ __ _ — . \ ..- „_ ___.. -,,--,-- ........., CITY Cv TieAR ' - - -- - ---- 1_,.. 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I I Required Setback et acks. - ‘ I I 11 1 • Side: „;:,... te...1 APproved 0 Not A 4 PProved I Front. 1,..4.,,,... I I I Visuai clearance' C.„ ---,...- Appriwed Rear: Not A ._,_,,,...,,_ .. . . . . ... .. . . . .... ..... .. .. .. . . .. .. . . . 4.2' axi/ ' .. .. .. ... . . .. .......- 1 I cwc; ii,,uni Build/n.2 fieight ttL r - PProved .. .. .. .. .. . . . .... .. ... .. r"--111 1 .- Service Provider Lci.tei:-.',.. cl; I'r:i i' 0 yes . . .. . .... . . . . . . .... . . ... .. , .., . . ..... . . ..... .... . . a .. . a . .. . . .. .. . . . a .........I '.'.*.'.*,'.....-.•.•.• • I . . . . , .. . .. .... .. ........ .... . .. .•, .. .• .... . .. . . ... . . . . .... ... . ... . . ... .. . • ' ' I / • I 0 No, . . ... .. .... .. ..... .....-.-. f_y„,- i -J Ret..eived ..... . .... .. ......... . . ...... .... .•. ----1.:'. 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'..'. ..•.'.....••• • - • . I i Lake 0 1- swego, OR 97034 U) Tel. i ‘503) 636-4005 ...--, (.n ..,t. I 1 41) Fax (503) 636-4015 . .... . . ..... •. • .. ‘ (r)•..•--:.;-"- i--- \1- co .ct d I i / ' .0 '•j r as11, • 14 r 4 :l "'^ 1 j P 1 1_ 1 � 2 m 11$f 2�b BUILDING SQUARE I✓OOTAGSF : BUILDING I I SHEET INDEX: ° N D Summer Creek R TIT : c �4 SI Eu� DIIN:� la ��COI`ID F c,.�. 191q 'SF 11,00 COVER -,H_C"` m THIRD FLOOR G13 5F 1 T IDATIOIV SLAB PLAN TOTAL HEATED 3878 SF G I NT EI OOR PLAN E') FLOOR PLAIN ' ' Town homes me s GARAGE IBOEF SF IL?12 TI-IHRT FLOOR PLAN • 1""I e PG>R.c1-1 68 SF 30 RGc FLAN w TOTAL ARE-. UNDER RLTCF 5355 SF H.40 FrRC ITT E ✓ATION Al REAR La. i ATIOh1 PO H.42 SIDE ELE✓ATIONS O ABBREVIATIONS: SYMBOL LEGEND: 51 BUILDING SECTIONS UNIT BF �' 152 BUILDING SECTIONS, - UNIT G CU AD.,. ADJUSTABLE DN. DISHWASHER HR, HOUR REF. REFERENCE DETAIL REFERENCE: DOOR TAG: UNIT A. _: BUILDING G 10111s - UNIT A PH ALT. ALTERNATE! TONING DWG. DRAWING HYp. HJrDRANT RENF. RETURN Ap(D) (ING) ' HcR. @ 1 O IE TI . r>DF'' l NIT A - FOUNDATION/ SLAB PLAN FIRST FLOOR PL A) 1 - END UIJIT - FRONT LOAD GARAGE -- +, •� J A.B. ANCHOR BOLT DIV. DIVISION INCL, INCLUDE (ED) (ING) RI ROD AND SHELF rI 'S1 l r IEIi.' ,-r>L� F T. IN. WIDTH FT. IN. HEIGHT �I HIP,;:> 'F' - F �.I _..-'.1 0111T A - sEc.OND ARID THIRD FLOOR PI_;�.I - El ID Uldi- ABV ABOVE DN. DOWN INSUL. INSULATE RM. ?00M C HDR. HEIGHT FG�R C'°T. G C.:ORS UNL I !T:TL III •> MO �,v SF ,c> ull T A - INTO;.IUR CL rATlc? o O 0 A.FT-, ABOVE FINISHED FLOOR D5. pOWNSPOUT TNT. INTERIOR R.O. P.UUc,H PPEIVING - i BUILDING SECTION WINDOW TAG: �1 •+.1 U1 IT A - ELECT R1cA- .LA El ID J1H - F-RoiIT LOAD GARAGE _ ro ARCH, ARCHITECTURAL EA, ELECTRICAL LIT. LAMINATE SHT. SCHEDULE S� II F F U LAB PLAN, FIRST - �� AUTO. AUTOMATIC EA. EACH LAM. LAMINATE SNT. SHEET REFERENCE: 3C13D SH GARAGE L� v F E' - 2 ASPH, ASPHALT E0, EQUAL LAV. LAVATORY 5IM, SIMILAR HEIR. s 7 R.CH PQLJN ID ON/ THIRD TLC OR FLAN - E^ID LA GARAGI- ?" ao L FOUNDATION) �.LGR FLAN FIND UIIIT OhdT LOAD, �' BM, BEAM EOUIP. E-OUIPMENT LAUN, LAUNDRY St, SOLO CORE a FI I TI . � Ii-rTAT AREA UI ICIEF FI :'f Its F .34-2,1 I. 'HT F; 7 HCL I IU 32E: FT, IN. WIDTH FT. IN. HEIGHT BET. BETWEEN EXIST. )METING LTG. HEADER: IOM1w_ �,. BEARING ENN. ExNAU57 LVR, LOUVER SGL. SINGLE B a.0 UPI T B - INTERIOR ELEVAT _ CV PER HEIGHT Uf•IIT �.: LIGHTING SPCC, SPECIFICATION P-1-4.1 UI'.I- B - CLEGTFIGAL FLAN - END UNIT - FROIJT I_4aHD GARAGE dam- B.L. BULONGLINE ENT, ENTERIOR LT, LIGHT 50, SQUARE REVISION OPENING TAG: UNIT B: • > ✓ ELK. BLOCK FIN. FINISH Y.B. MACHINE BOLT STD STAIJDARp REFERENCE: ,, Li, - - CI-1.1 ,I TIT C - FOUIJDATIOI'N, SLAB F LAI I, FIRST FLOOR. PLAIT - INTERIOR UNIT - FRONT L,GAD SARA C rt ^ MFR. MANUFACTURE (R) STL. STEEL '�L �L- `' � ' FIH PT FLOOR 4e -F 0 E.N.G. BL0GKI11G FLR FLOOR _ --- - -" GI-2.1 U1117 G - SECOI•ID Al IT THIRD FLOOR PLAN - IIITCRICER UNIT ✓ BD BOARD F.D. FLOOR DRAIN MA5� MASONRY STOP. STORAGE : 'I I H . L01 IC) FLOOR h4 Sr UE: FT. IN. WIDTH FT. L -ICI fF - G-3.0 UNIT 0 - INTERIOR L NATIONS CV SOT, BOTTOM F�B� FLOOR BREAK M.U. MASONRY OPENING STRUC:T. STRUCTURAL - THIRD FLOOR 6-1-73 SF N GI--I.1 UNIT C - ELECTS CAL F'I_A' I - INTERIOR UNIT - TRO,IT LOAD GARAGE BLDG BUILDING FLUOR, FLUORESCENT MAIL. MATERIAL 5IM SIMILAR CONSTRUCTION INTERIOR ELEVATION OTAL HEATED Sr DETAILS: rr GAB. CABINET FT. FOOT MAN. MANIIMUM SYS, SYSTEM W CPT, CARPET FTC. FOOTING MEGH, MECHANIC (AL) SHTG, SHEATING START POINT: REFERENCE: s a�qL-E, 501 ,F_ AP.I ARCA TECTURAL PETr1\.1L'S _ a. -�-�.,f� GLG. CEILING END, FOUNDATION MEP, MEDIUM TEL TELEPHONE ALP.: AR:C.HITEGTURAL DETAIL'S N CLG. HT. GE LING HEIGHT FURR. FURRED (ING! MEMB. MEMBRANE T.V. TELEVISION ;_- .I .vI_. o I h'� NL ARCHITECTURAL_ DETAILS 40'07 G C1 IC-)al 6 0 - AL . .. ,a UI H:T-L,I P' 4: GEM. GEMENT PUT. FUTURE MIL METAL TEMP, TEMPERED -C N ��.� .- - -, _ cZ ,. �M •'��J �� •1 GTR. CENTER FR, FRENCH MIR, MIRROR THRES. THRESHOLD ELEVATION / SHEET AD,S ARCHITECT!!R,AL DETAILS IIIM�+',�'rfr!#�41�'�f"��JR Cl) tt n G,T CERAMIC TILE F.A,U. FORGED AIR UNIT MISC.. MISCELLANEOUS T6G TONGUE AND GROOVE UNIT C: _ O GLR. CLEAR (ANGE) F,0.5. FACE OF STUD MIN. MINIMUM TEP LINE TEMPERATURE AND PRESSURE LINE I\ I,L%�_'.' HATER PROOFING DETAILS 011.1 0118 y pp0OY-� *.*4.444..**., HI= 300 HATER PROOFING DETAILS S ..-...-r-; " O 0 111111•••11"00.11*••"" O GLP. CLOSET F.G. F NISH GRADE MLD. MOLDING T.O.S. TOP or SLAB - � ��"'-"'SF O COL. COLUMN F.S, FREE STANDING N.T.S, NOT TO SCALE T.O.F. TOP OF PLATE T OI WATER PROOFING DETAILS ale 20(0 -J Ciii GRAPHIC LEGEND: �ihIF �F, F GONG. CONCRETE (LAST-IN-PLACE) F.J. FLOOR JOIST OFF. OFFICE TI-P. T1'PIGAL _ INP 3.02 LIATER PROOFING DETAILS COMB, COMBUSTION G.A. GAUGE 0.G ON CENTER TBM„ TOP OF SEAM • CONCRETE 'STUCCO OR SAND INF' .°.. 03 I^LATER PROOFING DETAILS C_`��'•'(�_II_ 11an"li n GMU CONCRETE MASONRY UNIT GALV, GALVANIZED O.HG. OVER HEAD CABINET TPL. TOP PLATE , (SECTIONS) (PLANS, E � � - � � NL HEA _ C' d , ELEVATIONS' VVP 04 WATER PROOFING DETAILS Qf,�J �� (` ""'� IJ,J GONSF. CONSTRUCTION G.G, GENERAL CONTRACTOR O.HD, OVER HEAD DOOR U.N.O. UNLESS NOTED OTHERWISE bVP 4 OO I�dATER PROOFING DETA LS V t � (Q �(`�j�{' 1- GONT, CONTINUOUS OR CONTINUE GL, GLASS, GLAZING OPG. OPENING VEST. VESTIBULE CMU (PLANS I i I 1 BRICK GARAGE 480 SF I 11'1 F 4.OI HATER PROOFING DETAIL` , !' ! * " U) CJT, CONTROL JOINT GL. ELK. GLASS BLOCK OPT OPTION, OPTIONAL V.G.T. VINYL COMPOSITION TILE .AND SECTIONS) --T�- (E-LE fATIONS) PORCH 18 SF �"11• E 0 , O CORR, CORRIDOR GYP, BD, GYPSUM BOARD OBS OBSCURE V.I,F. VERIFY IN FIELD •. OTAL ARCA UhI 'ER ROO 382 SF INN 4 02 WATER PROOFING DETAILS �.i.?t?t GRA'✓EL HORIEUIITA1 SIC_ NJ( WP 5.00 WATER PROOFING DETAILS YA r d OW COL'? WATER GYP. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF ....11.11 '. �wru► r--1 �• •' ••!, (SECTIONS) (ELE`✓ATIONS) S CER GERAIYIG al, GALVANIZED IRON P,BD, PAP^TIGLE GUARD W.G. WATER CLOSET NOTE: HP 5.01 WATER PROOFING DETAIL- O GTR. CIRCLE GWB. GYPSUM BOARD PL. PLATE WP. WATER PROOFING > SOIL. _. --- . STONE ON PLAN DIMENSIONS ONLY AND MAY CALCULATIONS ARYT FROM THE FYNISHED SQUARE FOO'�DA6E OF '1'2 ^'O` HA-:F PROOFING .�.ETAIL --- Mw Z I U GLKG CAULKING HDW. HARDWARE PLMB, PLUMBING w/ WITH fV � (SECTIONS) y-K� (ELE`fAT UN5) THE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE FACE OI= SW TO OUTSIDE , _' r G.J. CEILING JOIST HDR. HEADER PLWD. PLYWOOD WIN, W'\DOW _ FACE OF STUD. 1Q�ih"' CI) .: r STAGGERED SHAKE EPFGH IEERING: h r--7 PET. DETAIL H.V.A.G. HEATING/VENTING/ PVC, POLYVINYL CHLORIDE w/3 WITHOUT FINISH WOOD H HUH hoop MN a T CLE✓A710NI5) 51 GENERAL NOTES 11 O DIAG, DIAGONAL AIR CONDITIONING P,SP, POUNDS PER SQUARE FOOT O. WOOD .J�_� _ (-EGTIONS, jJ: ( ed'0" wur. 1- Z PIA. DIAMETER HT, (HST.) HEIGHT P.5.1, POUNDS PER SQUARE INCH W16D WASHER AND DRYER �� --._._ o FOVJI'ND.ATIUIN PLAIN 00 STONE PERFEGTIOIN SHAKE S MAIN FLOOR SHEARIMALL 3 SECOND FLOOR FRAMING PLAN DIE DTFUSER HC,. HOLLOW GORE PL. PRQFERTY LINE W.I. WROUGHT IRON (PLANE.,-) ATPRAtlL�DP1.A1M'J . ELE ✓ATIONS) Ss-I SECOND FLOOR SHEEARVVALL ff THIRD FLOOR FRAMING FLAN DII^1. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER ��nnF ntv.�rr D DISP, DISPENSER HORIZ. HORIZONTAL RAC, RADIUS W.R.G.B. WATER RESISTANT BRICK SE THIRD FLOOR SHEARWALL 4 ROOF FRAMING PLAN CIFICATIONBOOK PRiDUC11ON MANAGER CO DR. DOOR H.B. HOSE BIBS RECAP, RECEPTACLE GYPSUM GUARD (PLANS) S3.0 STRUCTURAL DETAILS. 00.. C07� AALCS Gary Culp cam- 57.0 STRUCTURAL DETAILS r _,ill to nnevmENTIti RELEASE DALE: 02/18/10 S7.I STRUCTURAL DETAILS REV ; DATE DESCRIPTION S 57.2 STRUCTURAL DETAILS m OFFICE COPY 45 o GENERAL CONDITIONS: CODE COMPLIANCE: PROJECT TEAM: c A .; ji U ThLFL HUI IE - °OR7LAI'ND PIV'ISION z / 1 • O • ALL TRADES SHALL FURNISH A_- -ABOR, EQUIPMENT, IATERLALS, AND PERFORM ALL WORK NECESSARY, INDICATED, G..`,/LRI 11 IS CODES. % I `I" IT ,y Ib REASONABLY INFERRED OR REOLIIRED BY ANY CODE WITH -JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 2005 FEGON RESIDENTIAL SPECIALTY CODE 16520 SIN UPPER BOOI'JES FERRY W. • ON SITE VERIFICATION OF ALL 17771I'IE-NSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUITE 200 ,a„ ��ct SUB-CONTRACTORS, NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH SUB-CONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 3 PORTLAND, OR 701224 SITE PLAN: co THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTIONS PERTAINING TO THE INORKII'd& DRAWINGS AND/OR u. r f SPECIFICATIONS AS DETAILED IN CONSTRUCTION AGREEMENT. BUILDING HEIGHT: 37'-10" TO RIDGE RHONE: (503)221-1131 . I 0 1� O • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OININER AND SHALL SE GONSTRUCTE-D IN ADDITION TO OR FAY: (503)222-77°G A MAP TA' LOT NUMBER: LOTS -B8 D IN LIEU OF THE TYPICAL CONDITION AS PER THE SPECIFIC JOB SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH - w HE FIELD MANAGER. 3 N3 V li PARENT PARCEL : ISIISCA - 00100 ` -� m Q • EACH SUS-CONTRACTOR SHALL SE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES OF WORK AND Me I w N SPECIFICATIONS AVAILABLE. AT THI: PULTE DIVISIONAL OFFICE AS INDICATED IN THE TITLE BLOCK. 5113CA - 00200 In STRUCTURAL HARPER HOOF PETERSON RIGHELLIS INC. w U S113GA - 00300 ENGINEER: 205 SE SPOKANE STREET ms.. �_ •••e — N A L 5 3GA - 01000 SUITE 200 \* a 7 'I+ �/,,,, •„ �_ S W 1 3 5TH AVENUE`t M , N t A '��'` N N • PORTLAND, OR q '02 �� . . °�� — P 0 i , . : A 1.1 '.��Il! 9"� 1 0�� ( �� r^I :_ : 1LE:: : ��a r �(n LOTS I-16, 84-88 - SIN ROSEMARY LAI^JC- 'Y ,LOTS 17-68 - GW SAGE TERR.AGE T '�', '• "p � �N, -� * °' COMMUNITY NE(,r LOTS 6P-83 - SINY.ALLOW TERRACE C �'� y •\ . : .1014 ' W M Ck TIGARD, OR g72e.V FT GI✓IL ERING ^ n �`%, Townhomes r o LAWSON COMMUNITY ID ENGINEER: 775 KEI_OK ROAD p �� ,.LAKE OSbNCGO, OR p 034 9 I_E(3, _ T)ESC I F—ION: . , ° � � ` 0000 r TRACT A AND LOTS 1-88 INCLUSI ✓E, OP VILLAGE- AT P'HQI*IE: 503)636 4005 ' �� ", "�\�* 11 O SUMMER GREEK IN THE CITY OF TIGARD, V ASHINGTON i �� f NO COUNTY, OREGON. FA (505, 36- 4015 a �' ��` r� _ _�' m GARAGE HANDING r � * = (Varies) �I'� P / � I °NIl�` h'�I :� � Z :‘, ...x �'"� �� yye _'i4� , SP CA LEVEL•taw O \ \s„ al '7444**S,,,%41;,,, ��., '�� '� „ a ,,.m I PLAN NAME N \\\\ ��ry NPC PLAN NUMBER '\\ � � �% LAWSON PLAN ID a a. s \ ;�,�, 0000 N g 4 f .•% LEGACY PLAN NUMBER /NAME U t9A0w a \o �e�i L 'J 0000 s r SHEET it qO O CO 03 11 .00 03 LL (c) Copyright Pulte Home Corporation - 2009 : PI OTTFD: Aua. 10, 10 / Ranslow. Kevin / COVFR SHEET / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREFK (PORTLANDNLOCK OUT\BUII DING 11\BUILDING U COMPOSITEDWG �2I-0" o 1 / 1 A Cl N 16 -0 16 -0 20 -o N / / / / Cf) cn N " �1 8'-6 " 2'-10" 4'--12" 4'-°12" 2'-10" 8'-6 " 4'-°12" 2'-10" 12'-62" • !-� '� / / )L— / )' / / --;' / / a,_0 62 I C62 S' O' 2 =62 10 SO • r......1/ )'/ T —� / / / / /1 1 > 7 7 7 7 � I EIJ \`� \`� c ') Ali �i • ' � - T.O.f.vF`'.— 1 - 4... . , an Is'=0" 8" 151-4" all lcf'=O" a" / / / / / / / / ////// ////// /////2 ////// 7 4 ,v � �.i o I'=s " 4'-O" 4'-0 1'-6" ItIC) rr / / r / ♦ C.r) O 4'=0" 4'-1 " a _ 7' 6 � i a I ♦ �Q ri O F-� in 1E) 4 < 0 _J __j _J B a 4) 0) it) 1.--1 CO LJ Li Li 1=-+ -_ - 6 - - 0 —icy --. —IN W in D_ 1 2 =�i ® IL (N1 in \, A�.i l t� _i PRODUCTION MANAGER �� 1' �� k ) Gary Culp •f , RELEASE DATE: 02/18/10 REV I DATE /DESCRIPTION cn n 0 /� a w / � J V) IF' 0 \ // 1 0.0 I-0 II C)01-011 ,,i1,-'0'-'0 -1.3-1 \ A O w z A A y cn a l0 _0 w 71_ , •, --7,1,1.0„.4::e. • 22 w Li a • I - ♦ w II-1• T.0.0.S. A X 0 o T.��,,�.,7I� � O -1 ��I��I, ,,�N��moo; T.O. .S. -4 - IOO -0 A ♦ i • 9 T. . . . —lir- � T.O.F.V-4 � -I En T.O.F.V- . M • - N if), J \ =♦ F- PROJECT TYPE • ♦ ° MF -_1 --- o f:\ SJ:.,2J i / 5 1 / C2 1, AI A 2 2 °'w COMMUNITY NAME Summer Creek -7 I'-4" 8'=3'1 1O 10" a " I' 12" '� 82, q'=3I� '=42' . Townhomes / / / / / / / / / / o LAWSON COMMUNITY ID IO'65" 5'=62" 5'=102" 10'=22" 8'-"12" 11'=4" 0000 / / / / / / / a IS'-11 " 161°I" 1/1-112L" w GARAGE HANDING / / / / i 52'-O, Varies / /UNIT 151•4 (LOT 4a) UN I T E (LOT 44) UN I T A (LOT 4 5) Z LI SPECIFICATION LEVEL 0 T.O. FOYER SLAB = 100'-0" T.O. FOYER SLAB = 100'-0" T.O. FOYER SLAB = 100'-0" o 0 Z (SEE SHEET B4-1.I FOR (S!! SHEET GI-1.1 FOR (SEE SHEET A I-I.I FOR PLAN NAME J AriV I T I ONAL INFO.) Ai,17 I T I ONAL INFO.) A0i,I T I OVAL INFO.) 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H , 0 j 0 - o O 0 in -_T_-, ❑ a _ 1 1 1 0 0 1 co 1=i LLhi w r PRODUCTION MANAGER /— _ Gary Culp — RELEASE DATE: 02/18/10 V REV # DATE /DESCRIPTION 1 0 TeT � I _ 1 o f 1 , 1 F- 1 O L , a n w J F- 0 ,� I- 1 / 0 —; ' "---- ( r;1 ) 1-i IN — w I-- 1 w Y�. �� n w A X 0 il ---------N.....\\,\ _ , . / gixl - w - • r' n 11-1 �p O X O ;- O . ....._, 1-7-- . 1 A N — —7 , ' - ; -♦ I I O -O' H 0 iti LA m — — ♦ — • O♦ `� PROJECT TYPE 1. \ ± V—E., sal -I \ Z MF o -Ilk. ,_,,, , _. a I � .I L 1,,-)J6-1 COMMUNITY NAME I I-- I Summer Creek 5, 151 , AF,:', �. A .�-=5 =� C5 y 1'i. ► s-'1, -� SI Townhomes I I I I o LAWSON COMMUNITY ID I01-5I 5'=b2" 2�1\ /21 '4Vi2,� Io,-I2„ 2 `\ 2 8'= 1'} 1 I I'-4 W 0000 / • / // / / / J w IbI-oIt 161-011 201-0" ce GARAGE HANDING / / / z 52,60 i Varies UNIT (LOT 5) UNIT G (LOT 44) UN I T A (LOT 4 J) Z 0 SPECIFICATION LEVEL 0 0 z (SEE SHEET E34-I .I O (see S H T G I -I .I 0 f;k (see S k T AI -1 .1 O v, PLAN NAME w J A 717 I T I ONAL I N O.) ,t77 I T I ONAL INFO.) A I T I ON AL INFO.) 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 I I ST 0 L SHEET 11.20 Pul Home Corporation 00 F:\BSB Repli_ = - . - . . - _ _ ■ _ i . . - -- _ _- _ _ .. .. - - . _ . _ . _ . _ _ _ . . . r. _ ■ _ _ ■ ■4 • ■ _ .. , . , _ . _ ., 0 _ i 1 1 :43:32 PM � ) CPNgt to o eC p ato 2 9 c Copyright oro I . • . . . .. . . ; . . 1 L 1• : � i 1 ►u •� .' 1 1�► .1 • ► 1 1 ►1 1 l 1 1 -�i- - i,i, ► t . 1►l :►1 1 � 1 1 � 11 lip + h N 521-0" { I � 0 ..o N/ N 16 =O 16 -0 20 O • r•� / / / / cn, k • I—I --g 01 > ..-, 7 .... , 7 7 , 7 • r.....4 t.-.: rY, C.:1) w cu P-4 cn 0 , r \ \ ----4 \ \ "Ci o 4 a� Cl a 1 I Al:'2 / n9 o 0 TY F. r T-- r - i s, r J I 771 - 'ph • , (— Eil 2`D I— , lY, , 1 1\ ::::: I ,.7-4.' r f 1 I ■ 1 III 1 1 1 1 ----x ',11 / 1 1 1 j ::t 1 I �� L----- �, r L I �� ___ C AL _ G I 1 11.11''''' ,.?) . t III 1 I ' PI 1 6 41* _ _ _ . , ,., o 1 i o - — o O - ; O � — o w C / _ m ,__ 1111 • O O 1 11 t-� ,71- - , it ' II II I 1 � 1' o III L j — ---_ PQ cn -- lII fir"F. a 11 .iiiiiiiill Illftimig PR0DUC110N MANAGER II 11 Gary Culp '' 11 I RELEASE DATE: 02/18/10 � 4' a i11 1 I\ 1 /� REV# DATE /DESCRIPTION ii ii 11 LL2=� 1— 1 III I I 1 III 1 1 1 u 1 I I 1 I 1 1 _ r , I 1 I , a r _ , aI • 1 I U_N\) A i 0 III -I a to T' '. 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Q N NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 eI ca- oNN\ = I Q Q SHEET 11.21 - . ■ - ■ .' ► i - - - ■ ■ • O Copyright Pulte Home Corporation - 2009 FABSB Reply - - - _ - _ .. .. - - . • . _ . . _ . _ . . _ _ _ . . . ■ _ _ • iA • • _ .. . . , ., - 2 I a 1 :43:35 pM PLOTTED: Aug. 10. 10 / Ranslow. Kevin / 2ND FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (PORTLAND)\BLOCK OUT\BUILDING 11\BUILDING 11 COMPOSITE.DWG o1 0 N. N 1) N • Inimi t.:74,) IC) ci) 0 4-- 52'-0" 0 r,..,q` / / rt ) 161-o" I6'-O" 2O'-0" co r‘. (t P-I l'i / / / / P-1 frl em. ® ® cf 0 N 0 Piii--1 r-i in n ' ...;-.1 s II I I�— " --� rl I I [ il 1 I � P , I II II I II r > it III e� �_ I� I II I I I ,_ ,1 - ii /\ / ii ,1 1 / , / =,"\ /\I 1 , �/\ G ric el JF, ' -c______.yt,________i, , ,_ _ ------ --- -- - --- -- ,- k s) '�� 0_ ,, //A i / ? 1.' ir _ 7---- , I 0 -c--- P T°r � Poi L _ - l r !T __, ( o l 0 o✓ F Al -1- 1- 1) --opo- el— _ ___1 40 r---1--H. 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A01:7 I T I OVAL, I NCO.) AOr,I TI ONIAL_ I NCO.) Q Cl) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 'HIR 1 0 CR P SHEET 1t22 (c) Copyright Pulte Home Corporation — 2009 F:\BSB_Replicated\Pulte Projects\N3W10201-TH-TCG3-Summer Creek (Portland-}\Block Out\Building 11\BUILDING 11 COMPOSITEdwg, 3rd Floor Plan, 8/10/2010 1 :43:39 PM PLOTTED: Aug. 10. 10 / Ranslow. Kevin / 3RD FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TH—TCG3—SUMMER CREEK (PORTLAND)\BLOCK OUT\BUILDING 11\BUILDING 11 COMPOSITE.DWG c-,, N 4 .1 N ' r-ii c� _ N . — rizi ,j1 cu ri 7:i 8 t rd c'z LI) fa. ci 41_011 ; 4'-0" 4-0" 41_0" MINIMUM MINIMUM MINIMUM MINIMUM `.I', r-.1 ® / ® / , / / A mil r- r N 0 P.-4 Lr'rc24 P... 0 —` 0 0 I 0 i 5-a. \ II - „_„__ (,„,,,; ... i , I I rf 1 I I I I 1 I I 1 1 1 4 1 I I UNIT A 7. I I ATTIC. AREA TOE SO. FT. /ENTINO RATIO: I/500 � I � AD� � l I 1 i TOTAL NET FREE LA««_ 'dl I "ENT AREA REQUIRE : :.--73,56, So. N. ,-" 1 I 1 0) I 1 1-1101-4 /ENT1N * : I q SO, N. 1 1IN. TO I I 2T0 SO. IN MAN;. I I t I 1 I I 1 L °� 6F O VENTING: SO. IN. 1--TIN, I I ( EG , \ *AT LEAS-1--T 5O`�% AND NOT MORE THAN 80% OF THE TOTAL YNF:,.00/ REQUIRED VENTILATING AREA SHALL EE HIGH VENTILATION. I I 1 _i___ F=, �,� OOE UNIT S RIDGE I H !' '� �, .� ,—,— ATTIC ARE A: 6 46 SO. FT. CD � l' �I 1 /ENTING RATIO: I/FOO TOTAL NET FREE w I I ; VENT AREA RECUTRE : :-..3O SO. IN. i---1 a I O L I F •v NIOH ✓ENT1N�*: IFE 50. IN '/1 N. TO R �-� `y ADS j 245 SO. A. 1v/A K. l 1 » LOA `/E N T I N : 2 SO. 1 N. M A. PRODUCTION MANAGER � / E2 \ Gary Culp �II chi U I - � �d°V� .001 AT LEAST 50% ANI . NOT MORE THAN BO�b OF THE TOTAL N .. � I. I kr �� REOUIRE� 'VENTILATING AREA SHALL EE HIGH VENTILATION RELEASE DA1E: 02/18/10 1 I I • I REV I DATE /DESCRIPTION I I I ) I 7 I U1'4IT G — A t I I ATTIC AREA: S-1& SO, FT. 1 I I VENT ING RATIO: I/EGO a 4-- 0 F `\. % \ L TOTAL NET FREE N A VENT ,AREA REOUIREE : 27& SO. IN. v 0 ! I , a: 12 a:I2. z f A VI �� i� �,RI��T T �- � �,� NI�F� '�/�NTINC�*: I�� O. IN. MIN, TO w \ LOFE SLOT I 7 X ° i ,� �� I •� , i Lo/ /ENT1NO. ES O. IN. flH '. 1 f I y \ A L I I I I fly �� v, ,,,,,0I/ REQUIRED VENTILATING AREA `SHALL ;EE HIIHI '°VENTILATION. LL1 x 0._ 0 GRIGKET I I L — _ I2 a I -EELOi ; c �I _ h �: �L I %. 1 �. AI .I e ► I _ I w I to d i 00 j-- / Q\ L y t� }----- ,` N PROJECT TYPE 0 �_ _. J r ►- d -0 �L O FE �� COMMUNITY NAME Lo EAVE N Summer Creek TY� �� J Townhomes El %�Clit, C2 AI I �A2 J 11.5 I I 1.5 I 1 1.52 v 11.5 ' u LAWSON COMMUNITY ID 0 W 0000 J w ce GARAGE HANDING 2 Varies UN I T SM (LOT ) UN I T G (LOT 44) UN I T A (LOT 45) o SPECIFICATION LEVEL z 0 0 0 z (f) PLAN NAME w J Q 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 0 ® SHEET 11.30 ( ) Copyright P -. ■ - ■ . - ■ A I II — __ _ ii .. — - — . . C t Pulte Home Corporation — 2009 FABSB Retort - _ _ _ _ _ . _ • _ _ . . . _ _ . . _ _ • ►� • _ ,. , . , _ . . _ . , _ . • . . :43 PM c o I Oro ' i 1 1' ; . I I :Si I i ►- 'I ■1i • :k ' : ; ► • 11 1 • •lii 1 A I 1 —1■— — uu ■ ► I •ii 1 :11 : i . • : 1 1 : 1 ► !u'/ ,i KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). ° 1 0 2. CORNER TRIM PER BUILDER. j CI 3. LAP SIDING PER BUILDER. ® .174 4. SHAKE SIDING PER BUILDER. CI) U? t\ 5. BOARD AND BATTEN PER BUILDER. • r-1 v) 6. ROOFING MATERIAL PER BUILDER. 1. BRACKET PER BUILDER. • !■"'i S. 4x6 POST PER BUILDER. 4-+ q. WRAPPED POST PER BUILDER. 10. DECK RAILING PER BUILDER. o '\ T- a� ct (7.9 ,....., 'r--1 .4.-a® El 0 n-1' M- ' 23 0 r-, w c� -\ I I F w \1 THEA ,I.A1H^5 'SILL EA J I'-fE -SILL - i --- �� .C�y�l�4.0 Y�� .C.1 �.V '�✓I; AF502/ �b� �.Cl- - CIF'=-i.0'._J^IF-1-0,/`,^4F4 C.--i T I � �- PRODUCTION MANAGER / `,- '� \ Gary Culp �_ RELEASE DAIS: 0218110 Al ■ FLOOR -='' FL ATr HT. - _ / - - _ _ _ REV# DATE /DESCRIPTION biN l N L�V',4 WE R HT. 1 � J u■omm�■� i� i,∎∎001m MN No Ilm ■om 1 1 _ - - - - #4,_____- - - - - - - - - JL_� _ _ - - �-- —_ 1 TI1 L - _- _ _ -I I _ - _ 0 1 j 1 - -_ 1 -I 1 , i - w l \ - 1 -ia) T ! 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LTA WT. _ i/ 1► _ ` / ! - - - - - - o LAWSON COMMUNITY ID____ _ I ---7 ---- --,,..._ — - _ _______ _ _ _ _ _ -- - r--- 0000_____, ,,„,,,,ii-,(_,,,, "-.4FAT77R 1-I-. 1 - ., I -- H 1 , _ — \1 1I=I1 _ 1f"11 I°1 ;Ali ,I=I _ GARAGE HANDING �F5.0 —,I 11 ■ - 1 1 — = - ; �! II = � ' {I Varies - - I T i i - — I � - I � 1� - 1 II III II I a 1 � �' T�11� a �� .c_ - _ - - - o d� - I 1 1 SPECIFICATION LEVEL 11�� I ° , —1 — —� - — — _ — — — r a � _ O 1 I III ,S I I 11 1 I a ■ T�'F. j - l—I■ - — — — �, , - I'' I 0 - - — - — — - z T IP l - - - � I- - - I� i1 ' !'- I I I 6.11 TR1�! - - I I - - ilI I II w PLAN NAME FLOOR °`l I T _ _ - - Iu - - ; - 1- - - � ; - - 11 _ - - I I � � � �- �" •■�i I ,il �{� I - Il a isi 1 1 . NPC PLAN NUMBER C2 'y A % A3 A/ E ,, � \ C o z LAWSON PLAN ID I \WF�.Q]/j^IFI.00: ,'\ .-.1-o:kr.F- 0-',1\11\4F-4.o2 �' I I 1 y 1"IF,01i — __ _�, _ _ CL _ 0000 HEAD. Al=1S t�FE HOL�i UNIT E3 M (LOT 4e) UNIT C'. (LOT 44) UNIT A (LOT 4 5) LEGACY PLAN NUMBER /NAME T.O. FOYER SLAB _ 00 O T.O.T.O. �OYES SLAB = 100'-0" T.O. OYER SLAB = 100'-0" 0000 S. J I I I 1 ,04 T E'.\,/f/s.\ I I C SHEET 1 1.4 0 - .' _ ► _ ! - - - _ - - . _ ' _ _ _ ' .'. . _ _ _ - - _ • i 1 :43:46 PM � ) Copyright Puite Home Corporation - 2009 c FABSB Repll _ _ _ -- .. .. . . _ . • ■ . • ► • . , • . . _ PLOTTED: Aug. 10. 10 / Ranslaw. Kevin / FRONT ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TH—TCG3—SUMMER CREEK (PORTLAND)\BLOCK OUT\BUILDING 11\BUILDING 11 COMPOSITE.DWG LI KEY NOTES — ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o 1 0 2. GORNER TRIM PER BUILDER. j N 3. LAP SIDING PER BUILDER. ® '^' N 4. SHAKE SIDING PER BUILDER. (/j Li), ,,,,,N 5. BOARD AND BATTEN PER BUILDER. • i— ' 6. ROOFING MATERIAL PER BUILDER. > --, 1. BRACKET PER BUILDER. • rimlii 7_,4 S. 4x6 POST PER BUILDER. cl. 1A1RAPPED POST PER BUILDER. a) 10. DECK RAILING PER BUILDER. riliCi 8 Po,. 7:i ccl E, F,, y.4 .___, 4,...) .--- r—I CIS ® Fi) P-1 ' 23 (-_-, y L . , 0 I I L.D W I I I I w I I 9 _I p H � r a LL ,A I v;/ E I ■i CI PRODUC110N MANAGER I',, 'NFSCI% w4F4.C2�\l/NF--,.0�'\4AIP40 Gary Culp — � ,: RELEASE DATE: 02/18/10 FLOCK , ELATE HT REV # DATE /DESCRIPTION o -- l 1 I a J I 1 w 0 —Id) 4 TR ' 1 i 1 — ' 1____ , o I-- 0 cn I — N _ I i rx 7--Loc,R -_-. F F cLL2n- A I ° mid • ♦ - - - - - - - - - - - - \ FLC PLATE - - - - - - — - - - - - - - - - - - - - __ - - - - - - - - A Ili 46) ii-d ,,117,0i, iHEA11.7E T ft_ 0 __ _ w ----- --- - co �7'7F - - �l - — 1 I w I -- = A - — v��F�.Ci 1 c" —163 _ — — — X iy i 1 — O — — H -- — I 4 R r`I N � _ - - _ �, — r I zo PROJECT TYPE 1 T - t MF 1 (,� - - - _ O EL /*F j Cam' _ - COMMUNITY NAME �— —� �`JNFa.Ci ^ .AD. N FLoc, 2E.�. - - - - - - - - - - - - Summer Creek m�� - - -; — Townhomes ci `i I F _ __ o LAWSON COMMUNITY ID - - - - - - - - - - - - - - 000 -- — —— - --- i GARAGE HANDING I - - �� (±5(1)-* Varies H63 a - SPECIFICATION LEVEL O z — �I L.: T Ir'l o `� Z PLAN NAME• _ _ _ _ ♦ L�c�'T .0. - - - - r- - —l-- ,� - - — — - - - - T — —1 — - - - - - - - - • - ♦ Mil r M `\ I■■i - NPC PLAN NUMBER ,.---0 I 1 12 TRI1' 1 1! I - ��.��' �' � . �\� LAWSON PLAN ID 0000 UNIT C (LOT 44) UN I T 15 (LOT 4B) LEGACY PLAN NUMBER /NAME T.D. FOYER SLAB = 1001-0" T.O. FOYER SLAB = 1001-0" T.O. FOYER SLA5 = 1001-0" S Lo) 1 I *'''''" H A i \/ I I ON SHEET 11.41 - . - ► A • II - -_ _ .. .. - — — 1. 6 _ . . . • • • ■ ► • 1 I • _,. . r -_- , - _ . . � ) Copyright Pulte Home Corporation — 2009 - - - - - - - - - . . . 1 :43:50 PM c F.\BSB_Repll _ _ _ _ _ - - - PLOTTED: Aug. 10. 10 / Ranslow. Kevin / REAR ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TH—TCG3—SUMMER CREEK (PORTLAND)\BLOICK OUT\BUILDING 11\BUILDING 11 COMPOSITE.DWG 0 KEY NOTES – ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). O 1 cNi 2. CORNER TRIM PER BUILDER. C2 N ® N 12 � � .-7, 3. LAP SIDING PER BUILDER. � 6 ' i■IIIPP7' 4. SHAKE SIDING PER BUILDER. fj Cr), N ■P';o0 5. BOARD AND BATTEN PER BUILDER. • , 73 01 ��I 6. ROOFING MATERIAL PER BUILDER. III > --, � 7. BRACKET PER BUILDER. • � I DCK ILINPER BLDER. FLOOR F, PLATE HT. ,I libillib.._ - - - - - - - - - /\111\00/\1 HEADER HT. I - - - - - - - - – 4-4 !IIII/ 1111 cn i 1 � l I n 1 , , zo i- , ,, ,, ,, , , , , H S" TR I 1 r,„p. a 0 Pm.".1 r-4 Pmi f _. f I I 1 , , 71'F. ^ FLOOR F. i 1 i II_ milt\ �� I - - - -, ! '- - - -I I 1_1 FLOOR G PATE HT. �11•• 11 V// �' aNINIOI„N HEAOER HT. 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FOYER SLAB = 100'-0" Gary Culp 11 RELEASE DATE: 02/18/10 elL) 1IN= 11 IH-- - �El - - ------- -- ---- ---- ----- --- --- �I REV 1 DATE /DESCRIPTION FLOOR F = ATE HT .11111MI —I a I— 0 cn li) 0 -IdJ - -- — — — — — W a c" I-.LLI w A i ° ii „I Lo snit x IL 0 ci FLOOR 2 PLATE HT- -- - - - - - - _ - - - _ - - - - - - - - _ _ - - - -_- - - - - - - - - - � — — - - I / 4,; dl ii <1 HEAER HT. - — — - — - - - - Y if) - - - cv `�' T TYPE - - - - PROJECT -iao o 1 MF -co T - — - — — w COMMUNITY NAME o - - - - w Summer Creek ,.. -. -- - - D Town homes FLOOR 2 7F •♦ �� o LAWSON COMMUNITY ID - - - - — — - - - - - - 0000 FLOOR PLATE HT. I- - - - - - - - - - - - • - - - - - - - - - - - - ce GARAGE HANDING lz'N1N O HEADER ±=T. ��.....0. � - - - - Varies 3 o _ - -- - z SPECIFICATION 0 -I o Z - - - z PLAN NAME w T II1li - _, ## .,, _ _ __ o NPC PLAN NUMBER FLOOR I T.r�.%.F._:. — - - 5 - - - - - - - - - - - - - - - �- - - - - - - z LAWSON PLAN ID ME ._.# I 1 LEGACY PLAN NUMBER /NAME ,, , F ,, 0000 UNIT 15 (1_OT 4 ') T.O. FOYER SLAE3 = 100'-O SHEET aL, 1 1 1 Nttt, I I I . 1 T LI . \lATION 11,42 (c) Copyright Pulte Home Corporation – 2009 F:\BSB_Replicated\Pulte Projects\N3W10201-TH-TCG3-Summer Creek (PartlandABlock O 11\BUILDING 11 C011A-POSITE.dwg, Side Elevations, 84104201-0 1 :43:54 PM I ❑ KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. 8 N 2. MANUFAGTURED ROOF TRUSSES 0 24" O.G.. 0 ), 3. GIRDER TRUSS. • N V 4. R-41 INSULATION IN CEILING. (ID cn 1 ` 12 12 5. 1-JOISTS PER MANUFACTURER'S • -6 v1 -1 SPECIFICATIONS. 6 6 6. R-30 INSULATION IN FLOOR. • rail ROOF TRUS=_>'E 1. 2x4 STUD WALL. fs, 0 F.AC I NJC PER A� S. 2x6 STUD WALL. cu (1. R-2I INSULATION IN WALLS. N M� 1:i LOOK F - - _ s,s 4 � t Fl 51 I=01I 2' -°�, n .0 a 0 E .00H 2 1,-0 7" O . E3 T 0 11 S SUIT o i -\ E __ I . , 5 i. F- rOR 5 F.F. _ - - '�" _ _ FLOOR :� F F ` 1 - II FLOOR 2 _ri /4' mo -id3 'K I THEN G T ROOM 76 I A NF=.c- i ■ ■ �.- •... ■ ! ■ �� i FLOOR F . I 1 FLOOR _ . . �� lag"FLO R _ : _►,�.��:r11111474-aran_Wri711. -1- !�!i��►. c111 riSHAITArahrli,_ -��a.�• FLOOR • 1, Z 81-011 311-0" 216011 O ;� AGE -IQ w cr) `0 C_D CD 12 12 / Z � 6 6 / ii i Q 1---1 1---1/ .-FAIN FED j / I I 1 1 LA 1 OIJT j PRODUCTION MANAGER FLOOR 5 FLOOR F 'Si iii - FLOOR_ FLOOR 5 Gary Culp \ RELEASE DATE: 02/18/10 �3U 1 1.I,I NG SECTION 52 a 5a 1-01I REV i DATE /DESCRIPTION ,� \ / \ N � \ J ( .N _, ,4^1. I .� . SA T H .2 HALT.- \\ ,/ ". 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I � I s , -rrNs JNI ------ (1 Q V : 4S) 0000 SHEET F.\BSB RepiI --_ - e . _ . ..- _ _ ■ _ a I - -- - - -- - - •• •• ' " " - ■ • = • • I • - • - 1 . ••• • 0 _ ■ ► _ - ØA $ _ .• i • , Lt _ • • • _ - _ • • _ - _ • !, It I II _ ; _ I ! 1 I Copyright P me Corporation - 2009 c ufte o n PLOTTED: Aug. 10. 10 / Ranslow, Kevin / BUILDING SECTIONS - UNIT B / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (POiRTLAND)\BLOCK OUT\BUILDING 11\BUILDING 11 COMPOSITE.DWG L KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. O 1 cV 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. ® ^i 3. G I RDER TRUSS. • V _- _ 4. R-4q INSULATION IN CEILING. (� c - 5. I-JOISTS PER MANUFACTURER'S -6 v1 12 12 6 / 62 SPEC I F I GAT I ONS. > --, • ROOF T � E 6. R-30 INSULATION IN FLOOR. r\i, , _F AC,I I PER - 1. 2x4 STUD WALL. w 0 1 �i�JT U � 8. 2x6 STUD WALL. `� LA 7'�::UT - - q. R-2I INSULATION IN WALLS. 00 FLOOR a ∎4.14.� A,.: O °' (t 56'-0�, � I� OOM 2 BATH 2 O . 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Z SPECIFICATION LEVEL IwFi.cc/ f / o �• �♦ i •• 4f '\ FLOOR .0.T. .FLOOR T0.F. . ∎ \ i i� , I— N PLAN NAME I 1 � 1 ;mac; !--- �� \ �� , � NPC PLAN NUMBER wFi.c %. ; I I � - •� z _ LAWSON PLAN ID 0 EUILi'�ING SECTION 0000 LEGACY PLAN NUMBER /NAME -- (I �� 0000 :=3Lote ( 1 IN s - --r \ s I ` 44) - - -- SHEET 11.52 ( ) Copyright Pulte Home Corporation 2009 F:\BSB Repll - = - . . _ _ _ . : A . a _ - -- _ _ .. .. - _ - . _ . . • _ r. _ . ... . e _ . . _ _ skims _ , ., . . . _ - . . _ _ _ a _ , 8/10/2010 1 :44:01 PM PLOTTED: Aug. 10. 10 / Ranslow, Kevin / BUILDING SECTIONS - UNIT C / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (PORTLAND)\BLOCK OUT\BUILDING 11\BUILDING 11 COMPOSITE.DWG ❑ KEY NOTES - SECTION: I. ROOF MATERIAL PER SPEGIFIGATIONS. N ^1' 2. MANUFACTURED ROOF TRUSSES © 24" O.G.. ` V 3. GIRDER TRUSS. • E 4. R-4q INSULATION IN GEILING. Cn 12 12 , 5. 1-..1015T5 PER MANUFACTURER'S • rill 1173 1/4„i 1 6 6 y SPECIFICATIONS. \ \ 6. R-30 INSULATION IN FLOOR. ROOT TR,;S' E�, 4 co �F 1 1. 2x4 STUD WALL. /^ j__ - S. 2x6 STUD WALL. (2) cn 0 1 I°�"�l��IUT��"TU�� ' L Air TAUT q. R-21 INSULATION IN WALLS. 00 N LOCK ct :-,L, ..i T. rd 54-1-0 2'-O �� t / / cI) = OOH 2 SATH 2 0 . E3ATi- O�lN IS SUITE -'� ° Q f 5 : ,i- T FLOOR T T - TLCO .� - P _ - - - - - - - - - - - - - - - - - - - mist ' r . , FLOOR - - - - - - - .: - - - - - - - - ..4-0 ) _ r al, ...Hco k� FLOOR 2 N I N I I■1 ROOM � AT ROOM o b- ( C4 ■ *. '�% i S ■ FLOOR `� T T. f • � ■` FLOOR 2 F.F. �-+ - - - - - - - - J .` JI\_ colt\(V T C C R I ��•_t�I& I��LL I�I�I��V��1��w1��L��l1�fL IL 1A�.��L ILL��IL IV11�t 1��L w��1Vv��1i1v/��1tV1��1�1�1��1��A.1�V�w1��t FLOOR c ` z . -- s 4 4. .m I 1 E cn 4I-®" . 3/1-0" 2'-O" i / tJ lJ / / 0 �'t e -Q V . w cry C.7 C� 12 12 \ - 1 F--+ ROOT T LJS_T: 1 i i \ . - �FA PL I PER \ \ i6A TOUT PRODUC110N MANAGER ♦ Gary Culp �.1A.1% AtA1� 1 IP... FLOOR��`�`�� `� - - �� = � = s �� - - - - - \ RELEASE DATE: 02/18/10 A2 SUILOING SECTION - - v E REV f DATE /DESCRIPTION \ : I- ►� ` ► O \ \ -10 a / E3r,,ROOM a L..AU NIT:?R`t' 1^1. 1 . . ci3 _, < I— 0 A Hi __i ,, WI 0 LI / \ I � it 'r� , '' � i W t / R \\ - FLOOR 5 T.7 .� w�b j �i. mid °- 7 LC)OS) 2 1 ''• : FLOOR 2 I-2 A I ° , . .. . , Ut A Lu LaiLLT--% (n ^ Mi \, A:'2 1 0— 0 XI .� f K I TC.f-e1N1 psofrmr,et; . T IJJ . z \ - 7 11\/1. X \ N CV \ N PROJECT TYPE VIF T a li T.F. —'' -N I L------am'•.mss' -- L O F.fi - a COMMUNITY NAME - �� i��. !!��!!!!!��!! !!!! ,►±!!!!!�I��i��i�iti�i!��i�i� �i�i� '�!�!�!�! �� 1 N Summer Creek - - * INN- 1 I _ 1 J Townhomes ►i z f N • w :� 3 �..\ �-.....� o LAWSON COMMUNITY ID VF- C.) - 34'-0u � 2 cC' $-O 0000 'A I / _< / C7 /4,�7 E O 1 i FD O RCi�'"l -I� GARAGE HANDING - Varies --- ► a o Z SPECIFICATION LEVEL ,}`-!FI.cc 3 0 TI c%o_R T.-- t __t ° — - - - -- z 0 r �� "♦ 9 4• ►l , T� � T.�.T.�. I CO PLAN NAME w A� a O NPC PLAN NUMBER � f � , PI CO/ . -- -i ww z LAWSON PLAN ID AI BU I L1>I NG SECTION ,�., • 0000 LEGACY PLAN NUMBER /O o � if I I STINS C, J A ® T 4 5) SHEET 11.53 Ou-1 11\BUILDING 11 COMPOS.ITE.dw Building Sections - Unit A, 8/10/2010 1 :44:04 PM (c) Copyright Pulte Home Corporation - 2009 F.\BSB_Replicated\Pulte Projects\N3W10201-TH-TCG3-Summer Creek (PortiandA g g, g PLOTTED: Aug. 10, 10 / Ranslow. Kevin / BUILDING SECTIONS - UNIT A / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (PORTLAND)\BLOCK OUT\BUILDING 11\BUILDING 11 COMPOSITE.DWG FLOOR PLAN NOTES i- A. ALL INTERIOR PARTITIONS ARE ( ` ) 3 1/2" O 1 2O'=O" 2O'=O" ROUGH UNLESS NOTED OTHERWISE. ALL N / / " I II '� i II EXTERIOR WALLS ARE ( 5 I/2 ROUGH. ® � ^' 2 1c11-112 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • l V '� / UNLESS OTHERWISE NOTED. (p CJ, 4'=12" 2'=1O" 12'=62" 6'-O" 13'=112" G. ALL CONCENTRATED LOADS SHALL BE • f"®( 7:5 / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, > . .- 2'=62" 10'=0" 3'9112"10'=0"Is POSTS AND/OR SOLID BLOCKING. • / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING r--� / / / UNLESS OTHERWISE NOTED. w cn 0 E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL `u 4,S FO ST_,, OPENINGS UNLESS OTHERWISE NOTED. O >\ -� /,_,--' - - - , — - - - - O 75 \t,__,` t \ 0 q F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE Pa " J (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS �-' SHALL BE (2)2x4 MIN. CZ (1).., Ft < G. ALL TRUSSES TO BEAR ON EXTERIOR MALLS . CO = = O O AND/OR GIRDER TRUSSES UNLESS OTHERWISE � 00 O O 9 NOTED. i Cl) N c co co - co H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, o 0 N-- '� HANGERS SET SPACING FOR ALL TRUSSES. ® N I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r-1 h"41 WINDOW IN ALL BEDROOMS TO HAVE A CLEAR N FAQ _ EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. 0 N. - \ \ \ \ \ \ Ns \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 0 I SILL HEIGHT NOT GREATER THAN 44" ABOVE 0 FLOOR, PER 2008 OREGON RESIDENTIAL i H SPECIALTY GODS. iL > M 0 J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" f∎4" O VERTICALLY IN WALLS > 81-11/8". J }, _s K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV t- TREAD AND TERMINATE IN A NEWEL POST OR O SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" u_ __, DIA. 8 L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD 00 O O INCLUDING RAILS AT OPEN SIDES OF STAIRS. : W LL O O -I I Q o SL �, M. ALL GUARDRAIL BALLUSTERS TO BE SPACED :Jj-"4 4-, r 0 -H \ SUCH THAT A 4" SPHERE CANNOT PASS — — BETWEEN BALLUSTERS. I N. ALL HANDRAILS $ GUARDRAILS TO MEET 2008 0 Q GAR TANK H A1:4ZAC7 OREGON RESIDENTIAL SPECIALTY CODE. 0 8'-1 I/8" J' 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE E Ill-I" x 31'-0" P-T-1 5a3 SF 6'-8", MEASURED VERTICALLY FROM SLOPED Q PLANE ADJOINING TREAD NOSING, OR FROM Cr) 6 FLOOR SURFACE OF LANDING. "0 _ = 4'=32" 4'= 12" II'- 62" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w O O / / J' / ARE SUBJECT TO RELOCATION DUE TO FIELD Q � 63 4'64" 4'=12" II'=62" J CONDITIONS; CONTRACTOR TO VERIFY. I_ d / , v- - \ - \ z � o o < w p 1 -e -T- - D�,. C3 KEY: i O to i & uce O I DENOTES WALLS WITH TOP PLATE GREATER THAN W _9 , m _i 81-11/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS E--1 LJ W O 1 1 m O FROM FLOOR DECK TO PLATE F---a I I 1- 7.1 <5 t : 1 _ _ - FOB Z -ici < O -- OFE N E R O -' DENOTES DROPPED CEILING OR SOFFIT J EL)T O N . PRODUCTION MANAGER CL ��R. Q, &'-ail Gary Cul p I- RELEASE DATE: 02/18/10 01 Z _ o)IL1 REV III DATE I DESCRIPTION 1 tit4 t 1 S i .III .0 _ . (:, L I _ 0 1iv w - �1 ' 0 I- 0 O _ A lu m moo,-E,R r O 0 I ; V� 00 8'=O.. 52�, _ — w F 1 IF- 7i— // - I Ct s` CO �j °,1 w 61- A i ° i' T a_ 0 O • ' O x i B , Lti I �O O O�i ` 0 cA -6 (V — —t — —1(Y\ tV v x N E l N PROJECT TYPE � � Z MF i M w COMMUNITY NAME N 0 ✓ Summer Creek FT' 32" 21=4" 3'¢4" 2'=02'52" 3'=4' 6'=O" � Townhomes I /4# / .r' // / / 0 LAWSON COMMUNITY ID 82 q'=3�, 1=42' 2'a4' 5'=10" 0000 r / / / / / / / d O LIJ N 2", 8'==2" I I'-4" 2" 8'=�T2" I'-4" N GARAGE HANDING O / / "I / , Z 20 -O 20'-On„ 1 Varies Jr' / z Z z SPECIFICATION LEVEL M / o F O w PLAN NAME L Q cn NPC PLAN NUMBER T ' z LAWSON PLAN ID i n LEGACY PLAN NUMBER /NAME (X) —_-_--=-- ---m'' ONT .0ANI 1 .0. 't\,, T CA ' 0000 _,- 0_ . L.) N I ' A I - 0J N A I 0 / 5 A I A N J 'N. I T IBS I I -' 001 ' A'Ntk,,,,, SHEET /m V J A1-1 .1 CO (c) Copyright Pulte Home Corporation - 2009 LL FLOOR PLAN NOTES ce._ 20'-O" A. ALL INTERIOR PARTITIONS ARE ( f-f ) 3 I/2" 0 1 ROUGH UNLESS NOTED OTHERWISE. ALL ^ EXTERIOR MALLS ARE ( ''` ) 5 1/2" ROUGH. 2" I I01I-112"' '-' N ill 1 A B. ALL ANGLED PARTITIONS ARE 45 DEGREES • UNLESS OTHERWISE NOTED. (r CI) N S'-5 S—01 5-�2 G. ALL CONCENTRATED LOADS SHILL BE • / / / / % 20'-O" TRANSFERRED TO FOUNDATION VIA BEAMS, 7 7 ® / POSTS AND/OR SOLID BLOCKING. •i" -1 " D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 2 I� 2 / UNLESS OTHERWISE NOTED. 'r 7 12 cn X1'=52" 10'66" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL cu 0 / / / OPENINGS UNLESS OTHERWISE NOTED. 0 ♦ � 1 5- 4 q 5=q F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE PA / 1 / / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS SHALL BE (2)2x4 MIN. CZ/ , o9 t�mGK G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS - o = AND/OR GIRDER TRUSSES UNLESS OTHERWISE r....1 NOTED. '� I 1 6) -T 61 - H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ...00 cl 0 r H- 0 c) HANGERS 4 SET SPAG I NG FOR ALL TRUSSES. Le) piiii • 0, �) . I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r--+ con c [ Gr�� - WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I II EGRESS OPENING OF 5. 1 SQ. FT. WITH MIN. ♦ ♦ ♦ — 1 ♦ ♦ ♦ ♦ ♦ ♦ ) —1_,' ' I ) ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 1 --7 SILL HEIGHT NOT GREATER THAN 44" ABOVE — - 0 ``�4� L — - FLOOR, PER 2008 OREGON RESIDENTIAL IF I ` ' 1 ,/V1 = SPECIALTY GORE. • �I1`1 % J. PROVIDE FIRESTOPPING EVERY 8'-1 I/8" i∎f - E3 1�ROOM a E GROOM 2 VERTICALLY IN WALLS > 8'-I I/8". ,/gym . _ _ 8'-I I/8" = 8'-I I/8" - K. ALL HANDRAILS TO BE MIN 34 - MAX 38 ABV I O q�_6�� x q�_O�� o q'-8.. x q�_8�� —`� � � II �G ROO'I`� - 85 SF -° 13 SF ° TREAD AND TERMINATE IN A NEWEL POST OR -m ,`11'' c �� SAFETY TERMINALS, WITH DIA OF I I/4" TO 2" �, ♦- q'-1 I/8" DIA. c1 ' , � 0 101_oh x IT-2" I I I, I,� ; ; � -' Ill SF 5�3� 3 —a� 5� 2 =S I °4�I °0 5°5 L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD / / )'/ )' / / / INCLUDING RAILS AT OPEN SIDES OF STAIRS. K I TGH N1 r, �-, I, M. ALL GUARDRAIL BALLUSTERS TO BE SPAGED Z W I i /,A_ .0 i _�� I- ;I E =0" ♦ r SUCH THAT A 4" SPHERE CANNOT PASS• �� I '- �. _ /� BETWEEN BALLUSTERS. / / / )' - -_ � F °� _ 0 2-`Cep EF -Iry N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 ° - m I OREGON RESIDENTIAL SPECIALTY GODE. a CD ♦ O. MIN GLEAR HEAD HEIGHT AT STAIRS SHALL BE o r:.. -ICV = t- ^'-----, IL I r a E-- 0 i I I 6'-8" MEASURED VERTICALLY FROM SLOPED c �' t N d� F Ili �C) _= / 5�� / 4--+ ►—�ni 1 u F._ 1 ±n PLANE ADJOINING TREAD NOSING, OR FROM 1. ! E3AT 2 _ FLOOR SURFAGE OF LANDING. fi. ui ♦ ;:R III t -ICV � ' I 5�-0" ` I, 4�-6" -lf�° %e� t N �) ,. I -In t 1 13 �� `1 - ----J ' I - m P. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT ° In % _�. r\ 1 _° I' r �- �,� I-- 1 In ARE SUBJEGT TO RELOCATION DUE TO FIELD E--� O-1--= p Pyv�R 4 ;s i� �� I I N /T.R , u� �� CONDITIONS; CONTRACTOR TO VERIFY..:7--...H. I C. -1 \-- LI IL -9 m ♦ ♦ 7 e ♦ ♦ ° ° m ♦ — — — lid _ ♦ ° � � m �C� �. .0 ; -Tc\I =a" 2'°52" I'°I�' ,� ( aAa m KEY: �, / / / 1'� {. I�.I -ICV DENOTES WALLS WITH TOP PLATE GREATER THAN < CO `-� ��,� 52" �` = 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS m -' '�' FROM FLOOR DECK TO PLATE O m r o ,4a ,, en E-1 0 " i,ry d -ice ° „ OWi�IER'S MATH ° OE C,L)RE ° ;�' cZ GREAT ROOM - v - v 1 _� c „, , ��1 , ° � ' a -1 1 a'-I I/8" - _ - �` DENOTES DROPPED GE I L I NG OR SOFF I T ' cc �� '� '� PRODUCTION MANAGER 1 13 3 x17-4 256 SF ♦ c� Gary Culp il 4°1 2 —8 13 °2 U 11 ° (C-n RELEASE DATE: 02 18 10 1 /�� / 1 / / ��m l .__i .k �; ll d ♦ REV ;l1 DATE /DESCRIPTION �`�' ;; '„ r,� � hl�� C r 1ATC,HLINE 'A' fli�� u -l�I N� J F J � O 1 a FLOOR I ,1 OkNN �S SUITE -�� w A - �1 ,� AEC /E I � hl.1.G. `i �' ♦ , , -icy -icv 8-I I/8 - a O I3'-10" x II'-II" - 0 I t- I5q SF 0)i til 0 0 Z (1 W \ . , L________Ii. \ \ ...il le ,_ Lee' A X 0 TE1'-'1F. cn V 1 u ° w I JJI 1 1 III III I 1 [ ......— \ \ CILLI A 111-1 Ell 6 o L.kr; = x 0— 0 °� _° a9-' o x L_ 1 J �\ ♦ LI co, N PROJECT TYPE i_h to �� ° VIF �, I A 2 J V 3'-I I2" 1'-4" 6'-O" 6'-0" w COMMUNITY NAME 4' / / / / N Summer Creek 3'-112" 4'-0" 6'-O" 6'-O" 5'-32" 2'-a" 51 Townhomes II I , I o LAWSON COMMUNITY ID I/ / / / / -I12 12 -0 11 -112 12 -0 / / / / / / a o0 2" Iq'-112" 2" q'-112" GARAGE HANDING / ,r / v, I Z Varies 20'-0" 20'-0" t / / a/ o I z SPECIFICATION LEVEL 0 0 �' z N PLAN NAME w J Q U 0 NPC PLAN NUMBER O z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 U I / S . . 00 I I ® ,C, J I T A T HI I I ® , L /\ SHEET A1-2.1 F:\BSB Re II_ - a - ■ .•- ► a 11 I _ _- - .. .. - - . B . _ • . : . . • .' ■ A _ _ _ ► A • • - •. ! _ • • _ • _ . • . _ • : a ll 111 : ::4 ►l � ) C PN9 t Pulte Home C p ration - 2009 c o I or,o o � N 0 .4`-`)„ N • r.....1 W3024 • ,-� vI E124�&_ I^N,�63-c 1Av^ 6 1 ,N3O 6 V HH R >4 la > .--,. • f°'4 L — L-+ t I��, - -- - - - - EILLER - I I - - - E1LLE i� I I, -- >-I u, 0 i / 1/ENT HOOD =;- tc / RE CZ/ K1 — = - -A - - .M.. 1 • I 1 ■ I f - `r I i I I •- 7-2,�� I I I I - 1 0 Pi 0 —— r �1 r—+ t"'1 — I II I E I L 5836 PIN 5124I8 7 RANGE E 812R 13124I8 512_ II - / II-6 5'=0" 2'=02" I's6" 2'-0" , 2'-3" 2'-6" 21-''' / ) =0"/ 11=6 l'-0d1' :4-. / / / / / / / A K I TCHEN KITIkN ISLAND SLANE, ELEVATION KITCH N i, 1 -4" LIGHT / • , LIGHT • \ \ Cn .1 s-- ► I U 0 ./nL H 1 RR-0 OPE 1 J&," 421 - 11RROR in T I- v I = w \\ J ,. , , ,,,, ,, 7 ,._, ,, 1 \ , ,1 ,_, . . . . _______\ N,_ 8'=0" REFI=AC PRODUC11ON MANAGER 1 f Al\,TEL Gary Culp A , 3'-O" , RELEASE DATE: 02/18/10 REV III DATE /DESCRIPTION POIACES 5A71-1 Cr) TYPICAL S.R.O. 61REAT ROOM cD BATH #2 I A OFT 0 AL W J Q Pr.."' 0 U N n \ tl 0 w_ C~ N A Z W L.I C�HT w I - \ w A X ° 1- ii I W w _ n 54 42 x I_ 0 Sl I 1-1 I R--K.c� cn r A cn 1- W nW r-- - '- Po - ---_] cV _s r-----1 r----1 N PROJECT TYPE � , — I I o ° MF o _____l L____ °" L J COMMUNITY NAME _— ---n " Summer Creek Town homes o LAWSON COMMUNITY ID 4'-6" a 0000 / / w ce GARAGE HANDING ® IN 'S BATH i Varies 0 z SPECIFICATION LEVEL 0 P 0 z cn PLAN NAME w -J Q 0 NPC PLAN NUMBER 0 I I INT------- 101 V ATIQNS z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET A-3.O F:\BSB Re I - _ (c) Copyright Pulte Home Corporation - 2009 p _ - . - - .•- _ _ ■ _ i . . - -- - - -- - _ .. .. - _ - • _ _ .• _ _ - _ . A - • - . - _ : 10/2010 11 :28:59 AM . . . I "II ■ ' . . . ' 1 1 1• ; . 1 I ►I i �, .- 1 1 ; — 1 1 ► 1� ;1/► ► ;1 1 ►1 l t 1 1 —l■— — u u ► ► ► 1� ;►i 1 , 1 � 1 ;► I — 1 A l t ELECTRICAL o1 SYVSOL 'KEY ,.. 0 N . ,� 0 N LIGHT FIXTURES cp c LN "J RECESSED GAN LIGHT r RECESSED GAN - EYEBALL • -0- GE I L I NG SURFACE MOUNT LIGHT a w) 0 - - - a) I- Twrj 8 N -_ _- -- _ _ WALL SURFACE MOUNT LIGHT a - q - -------------- - -Ek:,E LIGHT w/PULL CHAIN SWITCH a I CZ 4 ® WALL SCONCE 0-I Ct 1 I -- , FLUORESCENT FIXTURE 4.4 „I (LENGTH FT/TUBE) m cn cn � OUTLETS P. N Q -- - n. � 6F,_ ,o I DUPLEX OUTLET r--+ SPECIAL PURPOSE OUTLET 1\,), F ,�� 1 �; ;�' (i.e. W.P. - G.F.I.) q,6 1 k A IOTP '0 _'; I� 1- Q / • 5WITCHED DUPLEX OUTLET-"I'M ID - K 0 11 1- o ' o 0 l r �o RANGE/DRYER 220\/ OUTLET �4- • Q POWER NGEQO DIREGT WIRE CONNECTION 1 TELEPHONE OUTLET a- of 4 1;1 -� — =-- 1 � Grl I it __, I / TM GATV (TELEVISION) OUTLET !`.§ / '20 1 I \ ® --e ,/ - — THERMOSTAT W )1 1 <ITC-HEN X UNDER-COUNTER OR �F] - FENS NT �� ® /` CONGEALED OUTLETS G��\ / _p SWITCHES Q —_ j 1 / 'r _ t� — 1 / v w i SINGLE POLE SNITCH a, 7 _o � Di X61 i �� w '® 45_ 0) I � 53 THREE-WAY S N I T C H O a- 11' 1 U - -- - - ,-• T A\W 1114 - _ '� i / / \ I S4 FOUR-WAY SWITCH [---, A E 01,"'I _ '1 - - _ — - � Z 4)9% Ag. 1 1i - �-� a] i i SPEC USER DEFINED SWITCH / \h 6°E I -_E _. e.r�A M I SG FIXTURES ,� , 1 1 sss4 (-1) )---- R--- , uAu q •• Tie EXHAUST FAN 1 1 1 + , 1 1 6, 1_ i �1 1 O- ® �` 4)../) 1 �� i j' EXHAUST FAN/LIGHT U 1 1 i 1 SP\ p / J L 1 I i -� � \ '�____4 5D \ / �� EXHAUST FAN/LIGHT/HEAT ill ll � A / GFI FOR — 1� � �; A �' �� SMOKE DETECTOR II 5D <- �INfi ter, Tom% II u - - �I�T T N \ ° PRODUCTION MANAGER sl \ ® J Tv ELECTRIC WALL HEATER - - I ■ 1j ■° Gary Culp 1, 11 -�7 �, ELEGTRI GAL PANEL RELEASE DATE: 02/18/10 LJF TO N�H ii 4 N /\ H _ ■ - - III 11 EM REV; DATE /DESCRIPTION '� ` I� „ \ EMERGENCY LIGHTING 1 H L _ _ 2G+ I11 ; ET \ , r ,- \ IE-Excel EXIT SIGN o \ , ® I F / - -*No i) HEATER a / I BASEBOARD ELECTRICAL w A \ SD ' / ^1 --- ------- - _- - - -- 0 I--' 0 1 / �1 QA\EC's 'LC DOORBELL CHIMES ( A \ 0))--- • / 1 i 1.1 .C; I 11 / 1 I / Q DISPOSAL Z w / 1 s3 p 1 1 / v- - I t 1I f 11 0 1 1 0 i %_r_a OPT GE I L I NG FAN/LIGHT A X \ - – OL A LIJ OI III I 'pl HI III 1 /� 1 I , FLOOD LIGHT X / , 9 0 / —1 1 A -77-7- r ELECTRICAL PLAN NOTES I II I W A. ELECTRICAL CONTRACTOR TO PROVIDE N A - L— J REQUIRED DI REGT HOOK-UPS/CUTOFFS. z B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. Z PROJECT TYPE G. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENTN MF (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND ° COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ D Townhomes BATTERY BACKUP, NI RED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX IO'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY CERTIFIED I Varies SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND o SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME I NTERUPTERS (GFI) AS REQ BY THE NATIONAL ELECTRICAL GODS AND MEETING THE 0 REQUIREMENTS OF ALL GOVERNING GODES. "' NPC PLAN NUMBER I I T T I 0. 0 Sr CeiCi \hi I 00 TH I 1W f--- 1 ® ® . z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 I EC- -.111C- A . ' Ci0 '---; /./\N\ SHEET A1-4.1 F:\BSB Re Ii - - - =1 8/10/2010 11 :29:07 AM (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Aug. 10. 10 / Ranslow, Kevin / UNIT A - FRONT LOAD - ELECTRICAL / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (PORTLAND}\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( -' ) 3 1/2" oo '� 16'=O" j- 16'=O" ROUGH UNLESS NOTED OTHERWISE.��ALL N N / / EXTERIOR MALLS ARE ( t t ) 5 1/2 ROUGH. ® a�.. 15'=112" 2" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r-4 N / UNLESS OTHERWISE NOTED. JJ cI) L\ 4'- 8'=62" 2'=I O"' i2" q'=112" 6'=O" I G. ALL GONGENTRATED LOADS SHALL BE • / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, ! � ! POSTS AND/OR SOLID BLOCKING. 8=O 62 a1-0" 11-112 • t-+ / // / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING w �' UNLESS OTHERWISE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. oo .__, ...__ �` i o� �o i '� p - - F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE �4 (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. (:), Ct R.4., mi G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS rf ! I: = AND/OR GIRDER TRUSSES UNLESS OTHERWISE � 9 I O O - 9 NOTED. Cl) - co H. TRUSS MFG. TO SIZE MEMBERS, , FASTENERS O a �l _ - - HANGERS 4 SET SPAG I NG FOR ALL TRUSSES. ` @' ,O I',«. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE P•im'ai T Pumq FA -) WINDOW IN ALL BEDROOMS TO HAVE A GLEAR EGRESS OPENING OF 5.1 50. FT. WITH MIN. \ - � \ \ \ - \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH;lvr SILL HEIGHT NOT GREATER THAN 44" ABOVE — FLOOR, PER 2008 OREGON RESIDENTIAL kNH, SPECIALTY GODS. ` i o J. PROVIDE FIRESTOPPING EVERYB'-I I/8" r∎4' VERTIGALLY IN WALLS 8'-I I/8". K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. u in L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD In in I i _t 1- INCLUDING RAILS AT OPEN 5IDE5 OF STAIRS. in in M. ALL GUARDRAIL BALLUSTERS TO BE SPACED LD 2 4 A R SUCH THAT A 4" SPHERE CANNOT PASS g -1-"A‘Nr, A R A G BETWEEN BALLUSTERS. 8' I I/5° N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2005 Q ' I5'-2" x S8'-O" OREGON RESIDENTIAL SPECIALTY CODE. Q L 4 4 SF 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE '� Gi'-I 12" 1'382" 4164" q'H 12" I'-82" 4'=32" 6'45", MEASURED VERTICALLY FROM SLOPED w / / / / / / / I ir PLANE ADJOINING TREAD NOSING, OR FROM CI 1_I FLOOR SURFACE OF LANDING. �--a 1-1 9 I � O` P. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENT w _ N — `c —\ ARE SUBJEGT TO RELOCATION DUE TO FIELD o I O - CONDITIONS; CONTRACTOR TO VERIFY. Q if B I —IN < ISM O I O T II w , 1 m KEY: L O I p \ — DENOTES WALLS WITH TOP PLATE GREATER THAN ' ii :r I - - 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS m � O ® FROM FLOOR DECK TO PLATE i_--a In In ---_,--- -- DENOTES DROPPED GE I L I NG OR SOFFIT PRODUCTION MANAGER in ,-'--JJ Gary Culp /\ z RELEASE DATE: 02/18/10 0 b REV # DATE /DESCRIPTION DZ m 1. t�1 O a)1 �. - W A ` I r 1 -- _ O itil— 9 :::EM o I I W D (� N \ // - -R. La e)' a" Lc'ej A i ° 0 It gil, i r HFSON I—I(Y 52"" 5�-1" � T Nc C� -IN O /) - 1- ---- d- 1- T A 0 , iI. + I . _ I _ W —I t� - to I J A 9 9 -II - - O ( co m cl - — — -- -- N - `" PROJECT TYPE —IN-s• F ± -T- 0 z± _ iiH1_ VIF l J COMMUNITY NAME ( �� ' � Summer Creek Townhomes o LAWSON COMMUNITY ID L=4, 8'=3 10 I I I I 0000 / / / .✓ 5'=52" 4'-1 12" 2'=5" 2'642" a 10' 5" 5'=62" 2" / // / / W Ge/ 10'-5" 52" 4'-72" 52" GARAGE HANGING , „ ,, 3 Varies 161-011 / 15'-112" U ' o o 1;16 =O SPECIFICATION LEVEL / 4_. 0 PLAN NAME J Q 0 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 1 0 N 1 _ 0Ai I 1 .CiNT 0$ 72s.\ ' 0000 J I 0 d' T I 5 1 A5. ( _ I 1 Ci .C . ' l . A I I SHEET MIRROR B4-1.1 (c) Copyright Pulte Home Corporation - 2009 F:\BSB_RepIi - ,- - ■ - - - 0.- ► _ A 0 I - --_ _ _ _- _ _ .. .. _ . _ . _ _ _ _ _ ►A ' El ' _ _.. , . , _ - - . . - Front Load - IE - No Windows, 8/10/2010 12:19:25 PM PLOTTED: Aug. 10, 10 / Ranslaw. Kevin / UNIT B - 1ST FLOOR - FRONT LOAD - IE - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-1FH-TCG3-SUMMER CREEK (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( ft ) 3 1/2" o 1 / 16 -O G ROUGH UNLESS NOTED OTHERWISE. N n I i EXTERIOR WALLS ARE ( 11 ) 5 1/2" ROUGH. 0 ^' 15'=112" I 211 •,� 1. V B. ALL ANGLED PARTITIONS ARE 45 DEGREES • '--4 UNLESS OTHERWISE NOTED. (n CIS I , / / f G. ALL GONGENTRATED LOADS SHALL BE • r"°.1 I6'-O" TRANSFERRED TO FOUNDATION VIA BEAMS, > , -, 6'=2" 5'=112" / / POSTS AND/OR SOLID BLOCKING. • / / / I i D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING f--�1 7 7 IS 112 2 , UNLESS OTHERWISE NOTED. 12'-12" 3110" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL v) 0 cu _ / / / OPENINGS UNLESS OTHERWISE NOTED. 0 ♦ ♦ 61-2' 5'-112" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE = / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ;-+ SHALL BE (2)2x4 MIN. Ct 21-.'(1) G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , neG = AND/OR GIRDER TRUSSES UNLESS OTHERWISE • - '—',4., (3 9 vfl Ci. NOTED. C.f) 0 <- 2 63 -? ; H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, o ), HANGERS SET SPACING FOR ALL TRUSSES. ® N c 63 4 0, I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE F''-1 L / D WINDOW IN ALL BEDROOMS TO HAVE A CLEAR 1 EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. ♦ ♦ ♦ '1♦ sk ♦ ♦ ♦ �1i IH Ill ♦ ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; `� P SILL HEIGHT NOT GREATER THAN 44" ABOVE ----m FLOOR, PER 2008 OREGON RESIDENTIAL ,� �/�,1`�1T�� I � I �4�� II II - 61-5" 2'-O" 3'-82 L I , �� SPECIALTY CODE. ,�} \ -IN _Y�.I .G. I in J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" in-iN __Ill SHELF _° 11 VERTICALLY IN WALLS > 8-I 1/8".I-�' � O u II Ili i -t- , 1 ,c ` 1 i 1 r�� K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV cr ----� 15 e L�RO O 2 : ♦ TREAD AND TERMINATE IN A NEWEL POST OR O 8'-1 1/8" I O � c:2,' + +,--------- , SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" d -'1 �, ♦ - II'-4" x 10'_O" _I DIA. �o� 106 51= L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD ��■ L _____I \ I�� {I I I i _,ry INCLUDING RA I L5 AT OPEN SIDES OF STAIRS. I /\ M. ALL GUARDRAIL BALLUSTERS TO BE SPACED i `4-S j1 _ (A SUCH THAT A 4" SPHERE CANNOT PASS f • -IN ;, I KITGHEi�l / � .C� F' l s�, p f �1`Z. _ , R) - ♦ BETWEEN BALLUSTERS. 0 .11.1 g _ t -C N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 p! �� C. OREGON RESIDENTIAL SPECIALTY GORE. CD C� ` SATE-4 In 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE �Il. ♦ T 0 T.�. -° 61-8", MEASURED VERTIGALLY FROM SLOPED -icv I -- _ — _-_-T — -� - O T C. `" PLANE ADJOINING TREAD NOSING, OR FROM O--;cc °_i- j I - ° " r FLOOR SURFACE OF LANDING. %� = ♦ CO q'-5" x S'-2" r T.R..- ♦ P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT 4" I y a I I 17 SP ARE SUBJECT TO RELOCATION DUE TO FIELD /,� _- 5'°52, 2'68" I'610" =2� 3'°10° CONDITIONS; CONTRACTOR TO VERIFY. / / / �.°I� �: r)1 / w I I-5" 1Q' T' 4'-12" (�n 0' ' , I (0 i Z / / r / = L r c J KEY: ♦ ICI ,2' - 42�� kti 4. - -- DENOTES MALLS WITH TOP PLATE GREATER THAN _ III, < • � _- _ �� _ ,>_�;1,.° ;iii ��`� ♦ � _ � �� Po Q � O '' III ; °� = O - _ ��I > �� l� ! m O 8-I I/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS = I� iii T f O� ='", c 1 c : ,i v r FROM FLOOR DECK TO PLATE F..� 1- l I - - - — d _ I - --- I� Cf) W 42 L O I`,i 11 z 4 -IN z 1 I • U - _° r DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER in OY 4N fZ'S SA 4 i Gary Culp cV a '— RELEASE DATE: 02/18/10 ♦ 0l �� REV DATE DESCRIPTION -�" GREAT ROOM' III i � ` . to ♦ �, -- — A (N 11'-4" x 25'-10" .' �� _ 28q SF d- " � °--j° - li W 24&S a I- 0 II A t 1Z i- 1',ATCH_I NE A' HATCH_II 1E '.A I i z • 1 w A ee 'J ♦ �- OVN R'S SUIT ♦ n 0 11 LAJ -CO W -IN ->j) , 1 a I-I Ite." v) If 1 `,��° ` II -iv 137 SF .I.G. 1- A ILI ti) Hill r, i In 7( 0_ 0 i :4 I, II r Q ail I,IT III LAJ O O d 4'°112" C•1 ♦ 1. • / ♦ ♦ I T • • `" PROJECT TYPE o MF _s) I - o, r ',0 v I Ui, o c ' ; , E.-7 C) ;-, � Ef �R, w COMMUNITY NAME � Summer Creek ---- r S 5 5 Townhomes -6 -6 / ------ / ---- f o LAWSON COMMUNITY ID 3'=0" 5'=p 1 3'-0" '-12' 3'-I O" W 0000 a f / / / / / w ee I 1. 1 11 I 11 GARAGE HANDING II -O 4-I12 11 -O 4-112 N / .r f / -- -- / / Varies I5'-II2" 2 I5s1I2 2 0 / / — / z SPECIFICATION LEVEL 0 161-p"" I 161_0"" o / / - Jr_ 0 (i) PLAN NAME w J Q 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 S N. I T SN, SC- 4 I , Q ® AN JN I I 71—F I 1 , Q0R, P ,AN, SHEET I MIRROR B4-2,1 F:\BSB Re Ii _ - - ■ - .. .-_• _ ► A • _ p _ 0 - -- _ _ __ _ _ .. .. - _ - _ . ■ . _ . . _ . _ . e _ _ .• _ a A ► _ _ _ ►A - - l - _ _ ► - - •' _ _ • . - _ • "I OO r - 1E - f�J o Windows - Front Load, 8/10/2010 12:19:55 PM (c) Copyright Pulte Home Corporation - 2009 o 1 c,,i N ® ia� N CID 1 ,,,,k ?4,3024 I's8" • 1,--4 LIGHT • r-( i C - - -- - - - I I - - - - I I - T - - - a 0 _ _ _ o VENT-HOOD r- C%FE P'I T Q (`�/AL 8 ■ 1 F 001 -\i9 CZ/ P-1CL a9 voilINIEJ I I N O ---- _, 7 PI.1"i 1111) '''''q I E4 5 RANGE E241_ RBBIB 512416 8128 DIN 5836 I 1 1_311, 2'_6�' , 2'-0" , , 2'_0�� ! / L-6?" / ��=6 )' >" , 2'-02" , 3'-0" / - [ A KITCHEN 5 ISLANr) I.EVATION C ,,.) KITCHEN GD POIACER 5A7-4 LIGHT LIGHT • • • - - --- - cn 0 4 H 0'I 4 ' ' co ' I 'F,_ F SHo4AiER f~ ' I "I iFPOF -d 0 / _r W W O 1- dc- - --i — W y --, — ', _ \/ - I_ r c■t-Ns, �— r. -r�- 7 e f� &u /. L- LJ----� I I I ---r-1-_�7 _ W=a V _ . , „ ) , u :„...,,,, (AI :-. ..1 47-ART \1/4. d ,-----' L----J, L----J )':--1/ I ' 'L 6,-6" /S E O y�� /SE PRODUCTION MANAGER 1' `1,T 1 -� Gary Culp / 2'=6" , 5I_p!! RELEASE DATE: 02/18/10 TFE TIE:; / REV # DATE /DESCRIPTION REAT ROOM Ej O'T 011AL C 0 5A71-4 #2 e CANER'S 5ATH 3 CANER'S BATH —v, A o A A co I-- O ti) O z ll ^ w / \ cn I w P2 / \ I ° ,.._ L V 1 w = n X 0- O co w H A 2 N M X N `V PROJECT TYPE 0 Z MF co F- O J a COMMUNITY NAME N Summer Creek Townhomes o LAWSON COMMUNITY ID i0000 N GARAGE HANDING z Varies ce o z SPECIFICATION LEVEL 0 0 0 z (,) PLAN NAME Lei J Q 0 0 NPC PLAN NUMBER Lo) N I I NT I O. U I I - VAT I QNS z LAWSO ON PLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET MIRROR• B.3.0 F:\BSB Rep!' _ _ -. • _ - i I • _ __ _ .. .. - -- _ _ a _ _ I _ k • A k _ _ _ - 1 4 • E _ _ k _ .• = - • ..• _ : - 11 : : - - k ( ) Copyright Pulte Home Corporation - 2009 PLOTTED: Aug. 10, 10 / Ranslow. Kevin / UNIT B - INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (P'ORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG ILECTRCAL o1 SYVSOL 'KEY cl 0 N • � N LIGHT FIXTURES cj) U), k r" REGESSED GAN LIGHT > LJ RECESSED GAN - EYEBALL • rims( 6;:7_,)( -0- GE I L I NG SURFACE MOUNT LIGHT 1::) til 0 NALL SURFACE MOUNT LIGHT °O , LIGHT w/PULL CHAIN SNITCH ® NALL SCONCE c+ P-+ J 1 FLUORESGENT , (LENGTH FT/TUBE) ;,,,1 1 OUTLETS O ° 0 DUPLEX OUTLET j GF-iNF _-- / CD 0-4I SPECIAL PURPOSE OUTLET V El) ® ( li III a (i.e. N.P. G.F.I.) �;� 1 A .• r_----�, �� SWITCHED DUPLEX OUTLET 1 � I III �' r.` "mirj 1 ��'' RANGE/DRYER 220V OUTLET ` 11 PA 1 r --- — ` 1 i�PPLI�NG-e-H. - i-�, i ��,-,� L POWER DIREGT WIRE GONNEGTION O I ' Art _I, �� - = TELEPHONE OUTLET YI I, /'1 Lu++ -- — — \I OF I '' it L J \ I GATV (TELEVISION) OUTLET ;; %6 \ --------- THERMOSTAT 1', I�' I / <17 .H N1 r \ W \ ® I _ _ ^, UNDER-COUNTER OR Q re, (E), ii .6,L, �0 / O I CONGEALED OUTLETS (5D SNITCHES GFI � C�1 I r�� N ' �� r � - -- i —- '� 1, \ �' � � � — � � S SINGLE POLE SWITCH 0) r ,iii -- NIB -- Qi 0)I S THREE-NAY SNITCH/1--r).,, I cif-, 1 J — 0 3 ® ,� I �►,` "' S4 FOUR-NAY SNITCH H I I SSG USER DEFINED SNITCH 0 �1 C 9 -\10 /7 / � - �� / _ - - �LG �' ice' \ / 1 ¶)(Pu 1 N i• - M I SG FIXTURES < / 5D 1 tea, � ' \ 4$1 / c L \ �6 EXHAUST FAN I U -- - PENE)AN FT; �� Po- r-1 EXHAUST FANLIGHT 51m0" // III II I \- j �11 !' N TO �J W II II / � _ II � F� II j 7' W W u ii TINT LJ EXHAUST FANLIGHT/HEAT ' 4 HI D1\1 70/ 111" 111 '�- �� I II I 1,I'll 11 - SMOKE DETECTOR _- -e- / O _—_ / �ICJ \/ '� D --- ---- --__ PRODUCTION MANAGER ,, #"' S j ELECTRIC NALL HEATER Gar Culp TI / �� a _ - _ ' �_ 1 ELEGTRIGAL PANEL RELEASE DATE 02/18/10 r 9PEE132-,FREAIIRE L14 tik 1 -�, j - REV I DATE /DESCRIPTION FOR / II I� ' ( Q EMERGENGY LIGHTING •_ ETTO N / _ 10 11 11 1 IC H-r- �✓ I F.- � ta 7 111 11 __ (-Ex-) EXIT SIGN 0 ' _ J N / 0 ��11 i1� •-,c- 4 BASEBOARD ELEGTRIGAL A Q \ ��! 1 1 \ / 1, - II HEATER a II. w Itl (� l I / II \ . . . '— — — V _ • / I DOORBELL CHIMES N A / t -- - I ® I / 6) 0 / —0 DISPOSAL — w A 12 VI /SD I I - JJ - I 0 % a e o ,� I — -' �. - OPT GEILING FAN/LIGHT A X�l _ _ — &Cs% w E1f / A_ SL T �I Q P FLOOD LIGHT 11-I (o it li �� H ELEGTRIGAL PLAN NOTES w I \ A I 6 ' � A. ELEGTRIGAL CONTRACTOR TO PROVIDE N I I REQUIRED DIRECT HOOK-UPS/CUTOFFS. �h II ill ii B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N I I I I � LOCATIONS. N PROJECT TYPE G. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, MF (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND °- COMMUNITY NAME HATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD GONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ D Townhomes . BATTERY BACKUP, HIRED IN SERIES, 0 L.AWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX IO'-O" k 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTO GARAGE HANDING PER SLEEPING ROOM. �' cz Varies E. PROVIDE AND INSTALL LOCALLY GERTIFIED SMOKE DETEGTORS AS REQUIRED BY NATION? FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL o MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT G I RGU I Tz PLAN NAME INTERUPTERS (GFI) AS REQ BY THE NATIONAL ELECTRICAL GORE AND MEETING THE 0 c.) NPC PLAN NUMBER REQUIREMENTS OF ALL. GOVERNING GODES. I ® ® ® N, I I I I ® (::::) I z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I - E C. 1— I C. A\ ---=--- 1 0 0 AN SHEET MIRROR B4-4 I 1 F:\BSB_Replicated\Pulte Projects\N3W10201-TH-TCG3-Summer Creek (Per -u.)\e.ock QtWnits\UNIT PLAN SHEETS - MIRROR - UNIT B.dwg, Unit B - Front Load - Electrical IE - No Windows, 8/10/2010 12:20:31 PM (c) Copyright Pulte Home Corporation - 2009 FLOOR PLAN NOTES it 16 =0 Ck-# 16'=O" 4_ A. ALL INTERIOR PARTITIONS ARE ( ` ) 3 1/2" O '� ROUGH UNLESS NOTED OTHERWISE. ALL N III ^I 2 151=I I" ' 2" EXTERIOR WALLS ARE ( '1 ) 5 1/2" ROUGH. ,„� ` ® N '� '� B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 0 . 6'-O" 1'-H" I UNLESS OTHERWISE NOTED. (f) / / / / / / i i / G. ALL GONGENTRATED LOADS SHALL BE • 2" 8' -0" 1'-112" `l'=112' TRANSFERRED TO FOUNDATION VIA BEAMS, // , —1 /-- / POSTS AND/OR SOLID BLOGK I NG. • , t.., 7 D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING w NOTED. UNLESS OTHERWISE cn 0 T- E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL O S.� \ o\ — \ \ \ — — -r — OPENINGS UNLESS OTHERWISE NOTED. 0 0 rti F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS SHALL BE (2)2x4 MIN. L:14c1) 9 < = = G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS r-4 0 ® 9 9 O AND/OR GIRDER TRUSSES UNLESS OTHERWISE �--i 00 I -c0 _ „ - NOTED. d- I c ` f H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 0 O o Q I� !CONC HANGERS 4 SET SPAGING FOR ALL TRUSSES. r FONCd, (1 D FAQ' I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE PEI O ' i 1 WINDOW IN ALL BEDROOMS TO HAVE A CLEAR O _______\� \ \ ♦ r S \ \ EGRESS OPENING OF 5.1 50. FT. WITH MIN. CV DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; O SILL HEIGHT NOT GREATER THAN 44" ABOVE { 1 H.` FLOOR, PER 2008 OREGON RESIDENTIAL ir . o SPECIALTY CODE. ,. CO J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" rill' VERTICALLY IN WALLS > 8'-I I/8". J K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV 2 I TREAD AND TERMINATE IN A NEWEL POST OR O - SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" u- —ic1 —1N m DIA. ' 1- L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD m m LD S i INCLUDING RAILS AT OPEN SI0E5 OF STAIRS. O _ O M. ALL GUARDRAIL BALLUSTERS TO BE SPACED -. n V- .2 G A SUCH THAT A 4" SPHERE CANNOT PASS , T A N C,E M G A R A BETWEEN BALLUSTERS. I 8'-I I/8" N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 Q I I I5'-2" x 55'-O" OREGON RESIDENTIAL SPECIALTY CODE. Q 8 0 =4H 11=611 101=211 4'=S2" I'=6" 446 SF 10'=12" 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE �, )' y ) / 6'-8", MEASURED VERTICALLY FROM SLOPED ' _ - PLANE ADJOINING TREAD NOSING, OR FROM cf Q O FLOOR SURFACE OF LANDING. D ` �• 1 _e � E--a �-+ 0 \ - P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w Gz.. O i _�� ARE SUBJECT TO RELOCATION DUE TO FIELD U _ W � = CONDITIONS; CONTRACTOR TO VERIFY. I/ I_- I O m O < z W : m - \ m KEY: C� = DENOTES WALLS WITH TOP PLATE GREATER THAN U w I 9 -� 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS 1- - 1- FROM FLOOR DECK TO PLATE Pci W i I —icv I - _ ___-_- ------- Z L DENOTES DROPPED CEILING OR SOFFIT < \ PRODUCTION MANAGER CL Gary Culp T -uv �S) RELEASE DATE: 02/18/10 I- - I ° ,n REV I DATE /DESCRIPTION Z1 I N u,, � Cl _ -- - iii 5' 1 f N n C 1 a A w _ • O v O N,-:-..,1-1FS0'1 0 0 � ,s,, w Z Q m . w 1— cc �' w O )e.7_i - st- - A I ---- \ K Y _ U w v, Di ii,1 i• L E--070 007,:% _j 9 (T)Lij A II-1 "k3 I N O -N O ® . LO O c) CO N N in v, A G) \ \ 4 J I \ \ 1-- J:i 17— N E 1 03 1 „ ” PROJECT TYPE E 03 o VIF (O �� a � 1 N rl COMMUNITY O Summer Creek 0 10„ 0.1-3" 11=1" C/ J 52, 2'-54', 2'°51, 52' 41-112', 5I-2.I 51 Townhomes w I 2„ 51=�2,1 101-2" ,� / // ,� / 0 LAWSON COMMUNITY ID IT / / 0000 'r 5',12' 10 =1 1, / - / / w 1. GARAGE HANDING N I 211 I ( I5'-II" I, 12 O y N- 16 I=0 II Jr -I -� —� '� Varies I_ 16 1=0 II cc in Cr) SPECIFICATION LEVEL z c 4... 0 0 z N 'O ( PLAN NAME w L a CI 0 NPC PLAN NUMBER —5 .c.)z LAWSON PLAN ID .. .3- I _ 0 N f_: � � ® �� LCY PLAN NBER /NAME _ 000 0 Q U I T � � 0 � � A� ( � / SLAS N SHEET Ct CO VMl cl—ill (c) Copyright Pulte Home Corporation - 2009 13: 1.1 111 I . l ► k .► ■ — ► li FLOOR PLAN NOTES 16'=O" A. ALL INTERIOR PARTITIONS ARE ( j-'i` ) 3 1/2" o '1'� ROUGH UNLESS NOTED OTHERWISE. ALL N / / EXTERIOR WALLS ARE ( rig ) 5 I/2" ROUGH. ` V B. ALL ANGLED PARTITIONS ARE 45 DEGREES • rims( V UNLESS OTHERWISE NOTED. (�.;r' cf) N 8'�112 6 =112 I G. ALL CONCENTRATED LOADS SHALL BE • !""4 � Q) / / / C_ 16'-0" C- TRANSFERRED TO FOUNDATION VIA BEAMS, 7 7 , • , POSTS AND/OR SOLID BLOCKING. • " I D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 2 5°II 2 w UNLESS OTHERWISE NOTED. tn 0 41-1 -' 111-G121 ' E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL au / / / OPENINGS UNLESS OTHERWISE NOTED. o r o "II ,.6 4'= O" 6'=112" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE t� / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ;-+ j SHALL BE (2)2x4 MIN. Ct L1-4(1) (ir9 G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS r,a i< (--,;; AND/OR GIRDER TRUSSES UNLESS OTHERWISE -}-.) � 1 In c� NOTED. CJ] _i H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® o r1 - [) C I / I n - HANGERS 4 SET SPACING I NG FOR ALL TRUSSES. N (3 H D I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r--+ in ,; C d n WINDOW IN ALL BEDROOMS TO HAVE A CLEAR T EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. 1 ' \ \ \ \ I . 0 \ \ _ I I \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; s a R 1 SILL HEIGHT NOT GREATER THAN 44" ABOVE , , r- FLOOR, PER 2008 OREGON RESIDENTIAL ,� SPECIALTY GORE. c; - L S OO 2 J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" �a�'r in c?a�'�. .�r', W.I.G.- 5I-1 I/8' VERTICALLY IN WALLS > 8'-I I/8". .,. �,. � I I -4 x 101-1" K. ALL HANDRAILS TO BE MIN 34" - MAX 35" ABV r ) =10„ �s�1 =q„ 105 5F _e TREAD AND TERMINATE IN A NEWEL POST OR r 8¢4 SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" Y ` / 1� - / / - DI A. W CA I f (o a L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD I INGLUDING RAILS AT OPEN SIDES OF STAIRS. g MATC.H1.._I NE J — — — e o 1-1 AT( HL I NE AI M. ALL GUARDRAIL BALLUSTERS TO BE SPACED Zi - SUCH THAT A 4" SPHERE CANNOT PASS < 0 1=H OOKU '1777 c) 7j- BETWEEN BALLUSTERS. r..-- 4 lil ,6 4'H2" IIIag2l' -� ¶ H. C. _ iEi•4TE� ,s3 a .+ ii7 � \ N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 0 / / / N in SHELF - 1_. , ,.R., Q�1''' 24" T.S. ` OREGON RESIDENTIAL SPECIALTY CODE. 7; c 1 -IF 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 G R AT 'R O O AT 2 6'-8" MEASURED VERTICALLY FROM SLOPED `-J -icv = 15-I x 2 I -6 T.R. �' d� � to PLANE ADJOINING TREAD NOSING, OR FROM 0 N c. -7 304 SF -acv N � � in FLOOR SURFACE OF LANDING. w J ® P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT r� '-i ARE SUBJECT TO RELOCATION DUE TO FIELD ' cn 2\ A A L E-- 1 _,N ;� ,rte \ CONDITIONS; CONTRACTOR TO VERIFY. �--� _ -9 24" T.E. T.P il O m O - O �fT 'err ill �WN�fZ'S E3 - ] O ® `q 42' 1LO4 a V`iALL S Oo L� r m art � - m r� < i�V _��,� I, � O m KEY: � t~ � it I!1 co m ,,T cy lit I„ „ - ��k,> t � n DENOTES WALLS WITH TOP PLATE GREATER THAN U 'I1 I� L ° II i/1A1-I v v i 8-I 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS Eil 9 - L I- FROM FLOOR DECK TO PLATE O J m / i - , , y { � � _ ��I in in ! PIAN `RY _, 1 �; I TAR. n I \ N - 11 a _ t - �T DENOTES DROPPED GE I L I NG OR SOFFIT PRODUCTION MANAGER `'--I-7 \ 7 34'- —I -0' -1'=4" Gary Culp _ ' / / -/ 0 N--- ( 0, RELEASE DATE: 02/18/10 i' � - i 0 o REV I DATE /DESCRIPTION Q �� 4�� IO" 2'=S' 2'=O�r 3'S" o . / �__ f !r �/ 4 R i OWNS 'S SUIT -� w A T - I� 8'-I 1/5" -° 0 I— O '' II'-4" x 12'-O" N \ \ -♦ �� , j �� W.I.G. Q - �� O KITCHEN /1141 �, 136 SF —icv w cA 1°WL71 �t I N‹. t- 0(i' w I rye o in OP 1 /IIN I 11 1 W A i o °�I Nk. 1 i_ it A --! i III Il u / ,I w —♦ ♦ \ —\ \ \ \ - N---\ I \ \ 0-) (- O 0) (-2) -'_II , J w !-,\ w o i 2 I ,n1 L. L1 Q N • �C 3'-IO" °1'-112" PROJECT TYPE I 1 / / / ° MF Cn 4'=12 I I'6g2 0 / / / a " �� 1 IS'=I I" ( �� COMMUNITY NAME -- > Summer Creek / 3=10 S a l o / I Townhomes 16 60 o LAWSON COMMUNITY ID t 0 / , / / / -7'_I I0" a w c..H / GARAGE HANDING " `. 1 2" Z Varies z SPECIFICATION LEVEL 0 0 0 z f/) PLAN NAME w w Q U 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 J \N. I T ci s c ® I ' , ® ® = I I T c THI F I \ SHEET C1-2.1 F:\BSB Re Ii _ _ . • _ • ..- _ _ _ A A a - - _ _- _ _ ■.. .. - - . _ . • - _ _ . - - - _ - � . _ .. - . . - _ • •t Load 8/10/2010 11 :48:23 AM (o) Copyright Pulte Home Corporation - 2009 o 1 0 NN .) • ,--.1 N ci) `1' , 1N3024 I =� v�ci18 N24:::SL T rO.S K5,--2-& , LIGHT k -id*, \ • •1 tr_il I L I cu F� ,, - w 0 --- ,-- I I- - h -- -- H I I 1—�- - - - I a �I //z/z./ , I / r- 1 VENT-HOOD I 0 �` L O , -/- --- I C:12 c.) - 1 -- R. P.E _ SI tC1) -- SPACE - 0 _ I., \ I I 1 i n rii....1 !---) 1 _ I 1 -—'�--- — — p' • — 7 A�v / U, --_- - � H- :ii- -- _ . I Pluli o IPD Pal 0 / - ''i, ,// ,� 1 1 - v i I iql 524L 5836 DIN E24L. RANGE 1:'E4 I BI2R B17418 RBBIB i 2'=0" 5'=0" 2'=02" 2'=0" 2'=0" 2'-6" 11-01" 1'=0" 1'=6" 1'=6" f,& i -- i f i i i 1 i i i / / O'• 0 ISLANr) ELEVATION FD' A K I TCHEN (5) KITCHEN 1:7 POIAir;EIR E3ATH LIGHT LIGHT . Cr)r C z Q : a , r.1 R C7) to �� % \ i ,0 - = U w 1 , IN,/ T_ / ICI - — — HEARTH \ _ � ----' L--�, -J Jr .1,e5„ T E L E H 1,17-EL /S S O'QL :: E' + L' : PRODUCTION MANAGER Gary Culp s , 2'®6” / 4'-O" , RELEASE DATE: 02/18/10 F E F I E. REV# DATE /DESCRIPTION 0 61°R. AT ROOtvl 0E-T- c-;i'1 A L 0 5A71-4 #2 . 0 OfrttiNER'S BATH 0 OIAINER'S 5A71-1 — A cn W / � I-- O A H � O Z ^ w , \ w . w O A X,_ (t I w w_ rn X IL O A cn 1- W w Acn to x N `.. PROJECT TYPE 0 Z MF v, 0 J °_ COMMUNITY NAME N N Summer Creek Townhomes 0 LAWSON COMMUNITY ID 0000 W ce GARAGE HANDING z Varies Z SPECIFICATION LEVEL 0 0 0 . Z C,, PLAN NAME w J Q V 0 NPC PLAN NUMBER 6_i 1- o .wol N I NT I NTf- I ® Fl I I I ? LA PLAN ID 00000 0 LEGACY PLAN NUMBER /NAME 0000 SHEET C-3.0 (c) Copyright Pulte Home Corporation - 2009 F:\BSB RepIi - - - - . a a _ _ • - _ la _ • _ ► _ _ _ _ . • , • a - a • = Il- - : A ■i PLOTTED: Aug. 10, 10 / Ranslow. Kevin / UNIT C - INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG ELECTRICAL o SYMBOL KEY N ® N s1� � • LIGHT FIXTURES C� , LN i RECESSED GAN LIGHT • LJ RECESSED CAN - EYEBALL • r-ii GE'L I NG SURFACE MOUNT LIGHT :::) (Li 0 _ - F WALL SURFACE MOUNT LIGHT 0 +N '-Ek,E LIGHT w/PULL CHAIN SWITGH 7t ?1 ® WALL SCONCE ca., Ct - FLUORESCENT FIXTURE `•'h +j ' (LENGTH FT/TUBE) ;'-'10...\ OUTLETS ° Q r DUPLEX OUTLET Pu•°1 r-+ FI-AF' 9 -4k =9 SPEG I AL PURPOSE OUTLET 1 I ( I ill I (i.e. W.P. G.F.I.) Q\' A _/ () I SWITCHED DUPLEX OUTLET 0 / 1 L RANGE/DRYER 22OV OUTLET APPL I ANGEO / I J POWER 4 D I REGT WIRE CONNECTION ,I . TELEPHONE OUTLET 0 // . . t / I GATV (TELEVISION) OUTLET I / SD / / 1 I / THERMOSTAT / - _ _ UNDER-COUNTER OR 0 = CONGEALED OUTLETS Ls.,, ,I .. ,c..,E , -e, _ ��_.__. / -9) _J -± SWITCHES - - - / / _f SINGLE POLE SWITGH 0% ■ ,/ I / , ---- 55 THREE-WAY SWITGH — — - ---u-)--' ',-F1 �►� f 54 FOUR-WAY SY�II TGH 7 C°-+Ali ci 0 55 5c USER DEFINED SWITGH 0 / \ I I D °A° Ij _•O p- -- \ FENNT ' I \\ I ET MISG FIXTURES SD c ; / EXHAUST FAN U t�-� t • Fl T / 5I-OH '- / \\ I I V EXHAUST FAN/LIGHT �, U '� N To ii ii -e- I ii ii LJ �'i a II a / \I , ��; ~ w LIGHT u j III - l � (, ``' J EXHAUST FANLIGHT/HEAT W LI__ _____ OT,- ,'S1 I e59,%-= O SMOKE DETECTOR , 5D - ` PRODUCTION MANAGER `'�`� 0 ELECTRIC WALL HEATER 1,' `� -� Gary Culp /\ ° ° I RELEASE DATE: 02/18/10 4 ELECTRICAL PANEL LIGHT U �� PANEL C,H T R DN I I E / �i ( \ - - REV DATE /DESCRIPTION OR / //�I ,i 'L , � EMERGENCY LIGHTING I I�TTQN - /— ( � +' I U A _ \ I I i EXIT SIGN GF ! -' I o +. BASEBOARD ELEGTRIGAL II A - - � � 16 jJ � _ HEATER a O 0 I : _ :: LJ I T E DOORBELL CHIMES A • rin, II - ----M _ to 0 � 0 DI SPOSAL Z oe 1 , I --� PI J ) ). �,. %_,r _a i -, . I 2( _ OPT GE1LING FAN/LIGHT 1 A N II. =MEM IFE a gal ,_ w 1 7 I III\ rn � / ( J�V, i � I III I FLOOD LIGHT x a- O CI \> ''k' Q / 1 ELECTRICAL PLAN NOTES v) w ' A. ELEGTR)GAL CONTRACTOR TO PROVIDE N A 0 I REQUIRED DI REGT HOOK-UPS/CUTOFFS. M L B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE Z MF G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENTN (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND °- COMMUNITY NAME WATER HEATERS) ARE SUBJEGT TO N Summer Creek RELOCATION DUE TO FIELD GONDITIONS. D. ALL SMOKE DETEGTORS TO BE 110 V w/ TownhomeS BATTERY BAGKUP, W I RED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX IO'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. v, GARAGE HANDING Varies E. PROVIDE AND INSTALL LOCALLY GERTIFIED a SMOKE DETECTORS AS REQUIRED BY NAT ONAg. FIRE PROTECTION ASSOCIATION (NFPA) AND o SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME I NTERUPTERS (GF I) AS REQ BY THE NATIONAL ELECTRICAL GODS AND MEETING THE o REQUIREMENTS OF ALL GOVERNING GODES. "' NPC PLAN NUMBER I 5 I i T ® ® Z NPLANI o LAWSO D — 0000 LEG�AC PLAN UMBER /O �Y 0 I C T TAI . —= I : 00 A SHEET C1-41 F:\BSB Re II - - (c) Copyright Puite Home Corporation - 2009•p _ -. • - • . - I a s _ - -- . _ . . • _ - . , . - . . . _ . - /1 /2 1 11 .4 . AM _ _ _ _ -1, 8 0 0 8'30 o N c., N O - N (2) LAYERS 5/8" = TYPE "X" EXTERIOR I" AIR SPADE (2) LAYERS 5/8" I" AIR PAGE GYPSUM BOARD ON I" AIR PAGE TYPE "X" EXTERIOR (2) LAYERS 5/8" SPACED 2X4 STUDS (2) LAYERS 5/8" F=1 GYPSUM BOARD ON TYPE X GYPSUM O.G. 17 TYPE "X" GYPSUM t cu CORROSION SPACED 2X4 STUDS BOAR ON SPACED RESISTANT ( I ( I I CORROSION U in I BOARD ON SPACED . I . I6 O.G. 2X4 STUDS 16 O.G. . ! ■ I RESISTANT METAL S 1/2 SOUND . , . 2X4 STUDS Is" O.G. METAL I - AIR SPADE ►� . FLASHING ATTEN. 1 11 0 \ FLASHING I �. AIR SPACE -� I BLANKET . , �� I� I +74 FIRE SAF I NG } } I FIRE SAF I NG AIR SPACE V ti 1 PORCH I STAPLED I N PLACE @ 71■41‘ - STAPLED I N PLACE @ 1 I RE SAF I NG SLAB II O -O O.G. E/W TYP 4 RE NF. GONG. I 10 -O O.G. E/W TYP UNIT FLR. � STAPLED I N PLACE 1 ►� : F'.T. 2X4 SILL PLATE SLAB P.T. 2x4 SILK PLATE �' F'.T. 2X4 SILL► I ► U ON / :, \ .�—' ,�.,°- Ct 9-4 ON SILL SEALER W/ p / _ _ - �_ - - }SLATE ON SILL ii 1 .I Li I I/2" A. BOLT @ 48" > I I/2" A. BOLT @ 48" SEA ER w 12" A. � '�1- P i I m.I I- �� lX -�� .I ° z L /„ /O.G. 4 O. . ,� 4 BOLT @ 48 O.G. ® N O III } � , } �� 1 LU Pasli ‘C.-1:) l''°1 M 1 L F'ORH SLAB M I L V.B. 1LL1 VAPOR f_ UNDER 2 J - - -�I TT 1 1 I I I I BARRIER 1 I I 1 I 4 RE I NF. SLAB ON I1 ' SAND GRADE UNDER 2 �� 1 ��, - - - - - - ' ° I , , SAND ►�� ° I I , - ,�, _ � I. I I I 0 ' 1 ' I ' l l , . 6 MIL V.B. i 1r 1 CENTERLINE OF . 4 I CENTERLINE OF �� ° 4"P 4" PARTY WALL, ALSO ►j 4471 PARTY WALL, ALSO �� 4 I 4 CENTERLINE OF / °/ PROPERTY LINE ►� °/ PROPERTY LINE , 1 / / PARTY WALL, ALSO 8 b .. 8 7 „ V I PROPERTY LINE / 1 / ► 4 / iii / II I � � � o >b I>b o �' il„__ \E_ - - SEE STRUCTURAL G - - -J - SEE STRUGTURAL � J SEE STRUCTURAL 0- FOUNDATION PLAN FOUNDATION FLAN FOUNDATION PLAN co -- _ FOOTING SIZE AND _ FOOTING SIZE AND FOOTING SIZE AND CJ] RE I NFORG I NG 1-7 N - = RE I NFORG I NG = RE I NFORG I NG 1 H ;I: N W PARTY NALL SOOTING PARTY FALL SOOTING PARTY MALL FOOTING ,_.1 0 CI AT PORCH TO PORCH SCALE: I-I/2"=I'-0" AT HOUSE TO PORCH SCALE: I-1/2 =I-0 II AT UNIT TO GARAGE SCALE: I-I 2 -I O N O F-4 U Co w H d < V vi 0 C!) J PRODUCTION MANAGER Gary Culp w RELEASE DATE: 02/18/10 0 REV/ DATE /DESCRIPTION i to C / \ CU o a a Ai w -F-+ Q V F-- 0 0 8 A LU 00 O I" AIR SPACE w n Pi E1-3 8" (2) LAYERS 5/8" 1.0 I- TYPE "X" GYPSUM w C A l Co (2) LAYERS 5/5" BOARD ON SPACED N V II TYPE "X" GYPSUM ler 2X4 STUDS I6" O.G. W I 0 BOARD ON SPACED �a. 5 I/2" SOUND I 2X4 STUDS I6" O.G. ` 5 I/2" SOUND 7c ° 0 ' FIRE SAF I NG ATTEN. 1 � AIR SPACE •. ATTENUATION i 0 4) BLANKET . , ► , STAPLED IN . 1 BLANKET v, 2 ► 1 FIRE SAF I NG PLACE 101-0 1 0 GARAGE STAPLED IN PLACE @ O.G. E/W TYP �1 P.T. 2X4 PLATES ON = A FLR. �1=: � 101-0" W TY ► SILL SEAL w/I/2" v' _�- LR. ,_ O O O.G. E/ 1� BOLTS @ 48" O.G. EA. X N E ►- �� P.T. 2X4 SILL PLATE ►'! r N �� ..∎■�� / PLATE E I ON SILL SEALER W/ v " , I ► • o PROJECT TYPE m R-21 GATT I I I r I� 1/2" A. BOLT @ 45" �4 I .1 n ►,7 F INSULATION I I • 1 4 O.G. :�; '� �,� • a M I I > � I I �� w COMMUNITY NAME 0 1 I \ �� d ��. N 0 2X6 F.T. SILL '^ I CORROSION RESISTANT II 1 • • Summer Creek IT PLATE ON SILL I $" RE I NF. SLAB ON .� �� I �� 4 REIN3=. GONG. SEAL ► METAL FLASHING I L I J . 4 I ►,� SLAB = Townhomes _ • L_ _ I , - - - - - - Gfi�AD ' 1 L _I I L _I . . o LAWSON COMMUNITY ID IT 6 MIL VAPOR ■ I ►�� 1 4 MIL VAPOR ,-. N— BARRIER UNDER 2" I' (2) 4 CONT. TOP OF �� I ii BARRIER UNDER 2" �'� 0000 0 SAND � 6 MIL. VAPOR ►!� SA D w BARRIER M ° I ce 0 g .n — SEE STRUCTURAL FOR I 1 j GARAGE HANDING RE I NFORGED FOOTING, ,,CENTER/I NE OF q q , Varles 11 I TIE�DOWNS, SPECIAL 4 4"° �a �� °C) 1/2" A. BOLT r34 1 NAILING $ OTHER NOTES / / / PARTY WALL, ALSO � o-I FIN. GRADE ,� PROPERTY LINE I 4 g" � z SPECIFICATION LEVEL 48 O.G. 8 �� 4 o CU R-15 RIGID I SUL._ ►�� I MONO-FOUR OF FND. ►�` ► 4 °z O A 1 1 ALLOWED OPTION I I N PLAN NAME Lo a. / ►�� ov I CLOSED STORM DRAIN I �� Q N ►i� v I a-+ / / �� I � b � NPC PLAN NUMBER • `� o o C=__ SEE STRUCTURAL C - - - o iie ., •o F TER FABRIC OVER - LAWSON PLAN ID v 1 1•o ERFORATED 4- FOUNDATION PLAN Z 0000 c. '°I L-=�° �, •o RA INAGE TILE IN - I 1 FOOTING SIZE AND -- SEE STRUGTURAL ) o..a• GRANULATED _ __ RE I NFORG I NG LEGACY PLAN NUMBER /NAME ° A ,, ., 0 SJ BAGKF I LL - I _ FOUNDATION PLAN 0 0 0 0 CO I FOR FOOTING SIZE Q I I I, AND RE I NFORG I NG a) JAIALL ASSEMBLY PARTY WALL T=OOTING PARTY I"IALL FOOTING SHEET cal 6 4 PARALLEL TO PROPERTY LINE SCALE: I"=1'-O" AT GARAGE TO GARAGE SCALE: I-1/2"---=I'-0" AT UNIT TO UNIT SCALE: I-I "=I'-O" /2 CO A D.1 (c) Copyright Pulte Home Corporation - 2009 L1. o 1 CN1N 0 .-1, ,!,,� - N, cJ c L\ _ � . ,� r::°) w 0 "7:1 o 0 it "Ci tit p �_��_0II II / / / MIN MIN 811 °P 4- 1 1011 - ® O O II / / 1 IRE �°. PLYW'D I AIR SPACE 5/8" ,�, I I �� (2) LAYERS /�/ SWT G W/IN 4 �O OF 1� TYPE "X" GYPSUM I I PARTY WALL ( I 5OARD ON SPACED ' I , ROOFING ON SO S.P. ►. ' ► 2X4 STUDS 16" O.G. STEP FLASHING I ON PLYWOOD ► ►1 2X6 I SHEATH I NG � r 4X6 ka, ;4, r›,-< Olio- 111 , (4) 2 1/2" FIRE SAFING li i A 2X FURRING @ 24" DECK SCREWS _ 1 STAPLED IN III O.G. i •- 1 (2) LAYERS 5/8" ' (�) 1/2 PLACE o:• II II DECK SCREWS NON6EEAR1 NG GABLE !;►1 TYPE X 2x4 @ 45° END TRUSS (I) RIM 1 FIRE EXTERIOR GYPSUM -JOISTS SAF'NO SHEATHING ON 2X4- (2) ROW Pi 4 (2) 2 I/2" I �`� STAPLE IN STUDS, 16" O.G. (2) LAYERS 5/8 E3LK G .:� CONTINUOUS GK SCREWS TYPE IIXI GYPSUM PLACE I DECK DE SG @ PERP. GOND. ..►1 IRE E3OARD 0 ELOGKING I MATERIAL /-/ .� 2x4 PER II EU I LDER 1 15LOCKING <( CORROSION I 11' AIR SPACE � Mg . > RESISTANT I TREATED 2xS C!) ►. METAL DECK JOIST e FLASHING - I < 1 I � I/2" SOUND I W RIPEE BRACKET TRUSS AT PARTY MALL I ► BLANKET 84 SCALE: I-I/2"=I'-O" 2-HOUR WALL SCALE: I-I/2"=I'-O" I ' '1 )( ii': (2) RIM JOISTS V Itl (I) ROW ELK1G TREATED I W `� @ PARALLEL OND. 2x10 I FRAMING PER ► FULL LENGTH 2x4 E LOCK I NG I ENGINEER V 41_O" 4�=OII FIRE RET. PLYW D ►1 . NAILER FLOCK 101=0" O.G. MAX / SHIT G W/IN 41-0 OF 1 : @ PARALLEL GOND. I MIN MIN PARTY WALL . ., ' CEMENT F 18ER ROOFING ON #SO B.P. 1 I ^ LAP SIDING ON PLYWOOD ON 1 ' I A 1 R®(°I L T PRODUCTION MANAGER VALjILI SHEATHING ► BARRIER Gary Culp FIRE SAF I NG ' . 2X FURRING @ 24" ►1 I • RELEASE DATE: 02/18/10 STAPLED IN uIrI1dr&► ' O.G S I/2" SOUND I I ! REV# DATE /DESCRIPTION AIR SPACE I BLANKET PLACE ►1 I I" AI" SPACE NON-BEARING GABLE � �/ — A END TRUSS I 8I, o a n 1 (2) LAYERS 5/8" I - 0 I TYPE IXI GYPSUM BOARD STEPPED PARTI' I'1ALL I PARTY 1'4ALL @ PECK .J\ A 11-1 — 2-HOUR WALL SCALE: 1-1/2 I=1 I-O 1 2-HOUR WALL SCALE: 1-1/2 I-I I-01 V! 0 z A PI y �' I- 1 I W I (2) LAYERS 5/8" 1" AIR SPADE Lu a 0 Lu oc A X — TYPE "X" GYPSUM 1 I AIR PAGE (2) LAYERS 5/811 F V I SOAR 8" TYPE "X" GYPSUM �, (2) LAYERS 5/81' w III AIR PAGE BOARD ON I il TYPE "X" EXTERIOR ' A AA SPACED 2X4 GYPSUM SHEAT I I NG c. 0 O TRUSS AT PARTY FALL STUDS 16" O.G. CORROSION I oN 2x4 STUDS, 16"_ II_ I_ RESISTANT O.G. �,. •-. 2-HOUR WALL SCALE. 11/2 -1 0�� I 1- -- S 1/211 SOUND METAL w■:• ■ �' ATT. 35LANKET FLASH+I NG AIR SPADE 1 I L:: ■► ► M ► (2) LAYERS 5/8" ► I ► 5/4" T$G I P.T. 2X4 SILL ELATE N PROJECT TYPE I� I I PLYWOOD I 0 ON SILL SEALER W/ z TYPE X GYPSUM ► e I I II o 5/8" TYPE "X" I:.J BOARD 1 i SHEATHING I I .I n( -�, I/2 A. BOLT @ 48 MF GYP. �D. R-21 GATT INSUL. 40,� _ I I O. . o 16411 _ r .� R-21 GATT INSUL. �•; I } a N ( R„ COMMUNITY NAME ' R=41 GATT I 1 I � � � � � Summer Creek �, ' I INSULATION 111 / In. N INSULATION ON E l RE SAS l N EIRE SAE I NG ii - 14" ELR. TRUSSES Townhomes �� 110 I O STAPLE N r � � PLAN o LAôtCowUNIwID SON I STAPLED IN PLAGE PLACE _ I I I -fl■ NAI R K ,; (I) RIM JOISTS - 0 0.4 ilil LE SLOG (2) ROW PARALLEL FULL LENGTH GENTERL I NE OF GARAGE HANDING . I \ r ! p PARALLEL . 2X RIM JOIST .�• II Z EIRE SA�i=I NG � . �' Afl OND. Varies STAPLED I N / 4 4" 0/ PROPERTY LINE PLAGE ‘ II■ . • b Z SPECIFICATION LEVEL WAR (I) RIM JOISTS ( 5/811 TYPE "X" / I /• (2) LAYERS 5/8 - 1 (2) ROW ELK'G ► ' .* GYP. 15D. I o (2) LAERS 5/8 EMENT 1= Ei2 LAfi� 4I1I TYPE X GYPSUM _ . 1M I I @ PERP. GOND. ► I e (2) LAYERS 5/8" I w PLAN NAME SIDING ON AIR=F 1 LT. BOARD ON SPADED �� TYRE X GYPSUM 1 II I a 5/811 TYPE "X" 2:-. '� I � BOARD ► I TYPE X GYPSUM I GYP. �D. BARRIER ON ` . 2X4 STUDS 16 O.G. 1 I ►� ! II1 • BOARD I i I NPC PLAN NUMBER ED 1 II II II �►_ I ( II AI i�A Z 5/8 TYPE "X" R�21 GATT INSUL. r S SOUND SATT ►1 I .� S SOUND BATT OW 1 i S GE SEE STRUCTURAL — LAWSON PLAN ID GYP. ED. I - AIR SPACE ■ •I AIR SPADE - FOUNDATION PLAN OOOO I - FOOTING SIZE AND LEGACY PLAN NUMBER /NAME /7/ H I I i 1 I REINFORCING 0000 I" AIR SPACE 111 AIR SPACE IO rl 1 \ 0 ON IAIALL @ 2ND SCLAOLE:OI_I/K 2 II_ I_ I STEPPED TRUSS @ PARTY V4ALL 2-HOUR WALL SCALE: 1-1/2"=11-0" TRUSS AT PARTi' k4ALL 2-HOUR WAL L SCALE: I-/2 I-II- I PART)' MALL @ 2ND FLOOR 2-HOUR WALL SCALE: _I/2 11_I I_ I 2_HA OU R WTY ALL FALL FOOTING @ PECK SCALE: I-1/2"=1'-0" BEET AD.2 il• ■■ - a . _ . • At • . • • _ • A _ .∎ � . \ I 1 It I : A : 1/ (c) Copyright Pulte Home Corporation - 2009 - \ !S:G \E-RA ° 1 o � N o : i•: N 4'60" MIN. 4'=O" MIN. • T"'4 / / / , ,N USE FIRE • 1'4 7:i VI RETARDENT PLYWOOD APPLICABLE "GENERAL EXPLANATORY NOTES" SHEATHING 1N/IN 4' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN • rmli OF PARTY WALL MANUAL, 15TH EDITION C:.) w NOTE # CL) LI) ! I I. NAIL DIMENSIONS INCLUDED IN SYSTEM ROOFING ON 4450 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL O '\ PLYWOOD' COMPLY WITH ASTM F 54`7 OR ASTM G 514. OTHER Ail* SHEATHING NAILS, SUITABLE FOR THE INTENDED USE, AND HAVING A e DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE r7i DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED CC/ L1) BASE LAYER 5/8" TYPE X GYPSUM FIRE SAF INS STAPLED AS SUBSTITUTIONS. $2)..4 V1 WALLBOARD OR GYPSUM VENEER BASE IN PLAGE 10'-0" HORIZ r—.1 ,F� '. APPLIED AT RIGHT ANGLES TO EACH I AND VERT. 2. FASTENERS INSTALLED ALONE THE EDGES OF ..}.� r'°� \/ SIDE OF DOUBLE ROW OF 2 X WOOD I GYPSUM BOARD SHALL BE PLACED ALONG THE , 4•4 LOCATION: 2 HOUR PARTY WALL 1 STUDS 16" O.G. ON SEPARATE PLATES I" I PAPER SOUND EDGES ON THE LONG DIMENSION OF THE Cr) ■ APART WITH 6d COATED NAILS I-7/8" I BOARD. FASTENERS AT THE END SHALL 8E PLACED ® cq 0 ASSEMBLY: WP 5820 1 LONE, 0.085" SHANK, I/4" HEADS, 24" I ALONG MILL OR FIELD GUT ENDS ON THE SHORT GYPSUM ASSOCIATION p� O.G. FACE LAYER 5/8" TYPE X GYPSUM I DIMENSION. FASTENERS ON THE PERIMETER OF THE n 1 (2) LAYERS 5/8" TYPE F°'1 DESIGN ► WALLBOARD OR GYPSUM VENEER BASE BOARD SHALL BE PLACED ALONG 50TH EDGES AND MANUAL 11TH EDITION APPLIED AT RIGHT ANGLES TO EACH I "X" GYPSUM BOARD ENDS. 1 SIDE OF WITH 8d COATED NAILS 2-3/8" EACH SIDE OF DBL PROVIDE PREMFR. 3. SCREWS MEETING ASTM G 1002 OR ASTM G '154 (STUD SPACING AND SIZE ■ LONG, 0.100" SHANK I/4" HEADS, 8" O.C. ROOF TRUSS SCREENED VENTED SCHEDULED SHALL BE PERMITTED TO BE SUBSTITUTED FOR i ^ PER STRUCTURAL 2X STUDS • SHEATHING PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DRAWINGS,) ►� JOINTS STAGGERED 16" EACH LAYER BLOCKING DIAMETER, LENGTH AND SPACING EQUAL OR EXCEED 3 1/2" SOUND 1,-..- F� AND SIDE. SOUND TESTED WITH 3-1/2" COMPOSITION THE REQUIREMENTS FOR THE NAILS USED IN THE ATTENUATION BATTS �, GLASS FIBER INSULATION STAPLED TO R-4.1 BATT INSULATION ROOFING ON 50# TESTED SYSTEM. ;y, FIRE RATING: 2 HOUR 1fr STUDS IN STUD SPACES ON ONE SIDE I AIR-SPACE r B•P• 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE 1 AND WITH NAILS FOR BASE LAYER �- , S.T.G. RATING: 55 TO 51 (SIMILAR TO SPACED 6" O.G. HORIZONTAL BRACING \ THE EDGES PARALLEL TO FRAMING MEMBERS. WP 1 2X TRUSS TAIL HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE 3810) 2 LAYERS 5/8" GYPSUM BD. � REQUIRED AT MID-HEIGHT. (LOAD THE EDGES AT RIGHT ANGLES TO THE FRAMING ■ BEARINcG) Ij r PREFN. FLASH'S. TO MEMBERS. INTERMEDIATE VERTICAL FRAMING 2 LAYERS 5/8" GYPSUM BD. ow- I GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EGES d " e!! `� \ OR ENDS OF THE BOARD. �3 \� 3 I/2 F Ig3ERGLASS SOUND ATTENUATION ► BATTS PLACED BETWEEN STUDS. MOM 5/8" TYPE "X" GYPSUM 5. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS 7\ OF ALL SYSTEMS, EXCEPT THOSE WITH � BOARD HOLD INSUL. DOWN PREDECORATED OR METAL COVERED SURFACES, EXTERIOR SIDE: ONE LAYER 45" WIDE ► • FIRE SAFING STAPLED W/ BAFFLE TO SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS ® 5/8" TYIPE X EXTERIOR GYPSUM ►� • IN PLACE lO'®O" HORIZ VENT AT EAVE . SPECIFIED IN GA-214, RECOMMENDED SPECIFICATION PREF N. S.M. 1, SHEATHING APPLIED PARALLEL TO 2 x 4 � � AND VERT. . LEVELS OF GYPSUM BOARD FINISH) AND FASTENER WOOD STUDS 24" O.C. WITH I-3/4 GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER " " LO ► ►. S 1/2" SOUND Ai . SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS CJ� N LOCATION: 1 HOUR FIRE WALL GALVANIZED ROOFING NAILS 4" O.G. AT ► ' ► ATTENUATION BLANKET TAPED. ,—1 v: VERTICAL JOINTS AND •1" O.G. AT V1 ► ►� N ASSEMBLY: WP 5105 4 INTERMEDIATE STUDS AND TOP AND W_ `- will 2X4 STUDS 16"O.G• ►r 6. WHEN A FIRE RESISTANCE RATED PARTITION r4ZP N GYPSUM ASSOCIATION EXTERIOR SHEATHING IlL■ BOTTOM( PLATES. JOINTS OF GYPSUM ► ► . EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD x. DESIGN ► SHEATHING MAY BE LEFT UNTREATED. ► ► (2) LAYERS 5/8 TYPE R°21 GATT INSUL. •� JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE ^W MANUAL KITH EDITION 1j EXTERIOR CLADDING TO BE ATTACHED ► ►� X GYPSUM BOARD ON TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE F- 0 1 THROUGH SHEATHING TO STUDS. ► I SPACED 2X4 STUDS 16" MET. �] .,,_ p (STUD SPACING AND SIZE �1 O. . / R-21 BAIT INSUL. N PER STRUCTURAL 2X STUDS 1 INTERIOR SIDE: ONE LAYER 5/8" TYPE X �. . I a) THE CEILING IS PART OF A FIRE-RESISTANCE �/ GYPSUM WALLBOARD WATER-RESISTANT ► �- I AIR SPADE 5/8" TYPE "X" RATED FLOOR-CEILING OR ROOF-CEILING SYSTEM. 0 DRAWINGS.) t N° 3 1/2" SOUND GYPSUM BA CKING BOARD, OR GYPSUM • [•� FIRE SAFING STAPLED GYPSUM BOARD b) ALL VERTICAL JOINTS OGGUR OVER FRAMING — ATTENUATION BATTS VENEER BASE APPLIED PARALLEL OR ►�: �, MEMBERS. U: I N PLACE 10 O HOR I Z _ HORIZONTAL JOINTS ARE EITHER STAGGERED FIRE RATING: I HOUR AT RIGHT ANGLES TO STUDS WITH 6d II AND VERT. 24 O.G. ON OPPOSITE SIDES OF THE PARTITION OR W C COATED NAILS, I-7/8 LONG, 0.0115 0 SHANK, I/4" HEADS �" o.C. TYPICAL MOIST NAILER BLOCK FULL C'—°' LESS THAN 6 INCHES WIDE, OR THE PARTITION IS A , (LOAD=BEARING) LENGTH COVERED' WITH STRIPS OF GYPSUM BOARD NOT < I LAYER 5/8 GYPSUM B . 2X RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16 OR 24" U Fm TYP. FULL LENGTH o. .; AND I LAYER 5/8" GYPSUM BD. �� PI NAILER BLOCK I d) THE PARTITION IS NOT PART OF A SMOKE OR �+ ;. � 0 5 1/2" F'I BERGLASS SOUND ATTENUATION ∎! CEILING WHEN SO D CONTROL SYSTEM. PARALLEL WHERE JOINT TREATMENT IS DISCONTINUED AT OR CO BATTS PLACED BETWEEN STUDS. i SCHEDULED SIDING ON AIR INFILTRATION JUST ABOVE THE CEILING LINE, THE VERTICAL JOINT J � 5/8" TYPE "X" PRODUC0N MANAGER BARRIER ON SPED. SHALL BE GROSS TAPED AT THIS LOCATION TO Q ► ►� S/8" TYPE "X" GYPSUM GYPSUM BOARD REUCE THE POSSIBILITY OF JOINT CRACKING. Gary Culp I— ► ►� BOARD , SHEATHING W ► � E/8" TYPE "X" 7. METALLIC OUTLET BOXES SHALL BE PERMITTED TO RELEASE DATE: 02/18/10 a ► ►� GYPSUM BOARD • ` R-2I BATT INSUL. BE INSTALLED IN WOOD AND STEEL STUD WALLS OR REV# DATE /DESCRIPTION U A 1 PARTITIONS HAVING GYPSUM BOARD FACINGS AND ,„/� ► ►� • CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE CO V1 ► ■ AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 N A` _ ►� ►r • SQUARE INCHES. THE AGGREGATE SURFACE AREA OF o ' S I/2" SOUND V TAHE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN a ■a... ► ►. ATTENUATION BLANKET NY 100 SQUARE FEET. BOXES LOCATED ON J A \ ► ►� w- ■ip OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL BE < o 0 • ►� SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF O■ 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES (NI A - U : ■� ■ SHALL BE PERMITTED AS ALLOWED BY LOCAL CODE. ) O F- 0 �� ►■ S. WATER-RESISTANT GYPSUM BACKING BOARD SHALL w A FIRE SAF I NG STAPLED BE INSTALLED OVER OR AS FART OF THE w t IN PLAGE 10'-0" HORIZ FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB a AND VERT. NAILER BLOCK FULL AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED V WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE cn li I C TYPIGAL JOIST LENGTH NECESSARY THE GYPSUM BOARD REQUIRED FOR THE w .t RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND = Q 2X RIM JOIST c" TYP. FULL LENGTH I THAT OF THE TESTED SYSTEM.CONSTRUCTION WILL EQUAL o NAILER BLOCK ® _ a- 1 1 R x -. - � '� GEILINS WHEN q. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE Q *- PARALLEL TESTED WALL OR PARTITION SYSTEM, MINERAL OR En O 5/8" TYPE "X" GLASS FIBER INSULATION OF A THICKNESS NOT w 0 �1 5/8" TYPE "X" GYPSUM GYPSUM BOARD • EXCEEDING THAT OF THE STUD DEPTH SHALL BE _ ►�� ► BOARD PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN 4) % ► 5/5" TYPE "X" • FLOOR-CEILING OR ROOF-CEILING SYSTEMS, THE X E ► I ■ 2X4 STUDS 16 U.G. GYPSUM BOARD ADDITION OR DELETION OF MINERAL OR GLASS FIBER N E ■ 411 INSULATION IN CEILING JOIST SPACES COULD PROJECT TYPE /� I R-2I BATT . POSSIBLY REDUCE THE FIRE RESISTANCE RATING. c MF ' � lVl w �� ►� � INSULATION 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE o C'r3 V' ■ (2) LAYERS 5/8" TYPE �� ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND a V1 • INTERIOR PARTITIONS, FLOOR-CEILINGS, N COMMUNITY NAME U • X GYPSUM BOARD ON �� Summer Creek 0 ■ I SPACED 2X4 STUDS 16" 2X6 P.T. SILL \/ . CORROSION RESISTANT ROOF=CEILINGS ETC.) THIS IS NOT INTENDED TO LIMIT 0 FT I THEIR USE ONLY TO THE SPECIFIC CATEGORY IN WHICH FIRE SAFING .4 O.G. PLATE ON SILL II I METAL FLASHING THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED TOWnhomeS = STAPLED IN PLACE gr . T N SEAL y AS SHAFT WALLS SHALL BE PERMITTED TO BE USED o LAWSON COMMUNITY @ I— 10 =O HORIZ AND �- ;: P.T. 2X4 PLA ES O 6 MIL VAPOR �— AS INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED 1- VERT. Ems. c SILL SEAL W/ 1/2 0 A. A VERTICALLY (WALL PARTITIONS) SHALL NOT BE 0000 CD , �, BOLTS @ 45" O.C. EA. BARRIER UNDER 2" I PERMITTED TO BE ARBITRARILY USED IN A < ® `� V ii �D .� I �, o PLATE SAND A ,,o .nl • SEE STRUCTURAL HORIZONTAL ORIENTATION. F ce OR RE I NFORGED GARAGE HANDING ►�� I ►�A '`�4" REINF. CONC. SLAB �v:� I FOOTING, TIE-DOWNS II. METAL STUDS AND RUNNERS IN THIS MANUAL ARE z Varies �. 11 II �� o �� —6 MIL VAPOR BARRIER ►� I Y SPECIAL NAILING NOMINAL 25 GAUGE UNLESS OTHERWISE SPECIFIED. a I/2 A. BOLT 48 0 ®I OTHER NOTES o ►�� I 9 I ►�� UNDER 2" SAND ► 12. GREATER STUD SIZES (DEPTHS) SHALL BE z ►� (� L� ►�� ► . L Z SPECIFICATION LEVEL �- ►��' ►�� O G ►�� FIN. GRADE PERMITTED TO BE USED IN METAL - OR WOOD-STUD p -� - �� p SYSTEMS IN THIS MANUAL. METAL STUDS OF HEAVIER o O ►�j V ►�j � GAGE THAN THOSE TESTED SHALL BE PERMITTED. R=15 RIGID ° ►j� R-IS RIGID I SUL. ►�� THE ASSIGNED RATING OF ANY LOAD BEARING z . ►�� ►�� MONO-POUR OF FND. SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM 1 NSUL. ►� ►� ►4 PLAN NAME • WHEN USED AS A NON LOAD BEARING SYSTEM. ►� ►�� ALLOWED OPTION w _, 0- CLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS. �, ii4. o ■ / v DRA I 0 NPC PLAN NUMBER � p �j / / �� 13. WITHIN DESIGN LIMITATIONS, THE DISTANCE V CL A L ••• \ o( Q° 4� F TER FABRIG BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A z PLAN ZN�i�° VER CHASE WALL, SHALL BE PERMITTED TO BE INCREASED _ LAWSON PLA ID \ ._----- ° D G QO o BEYOND THAT TESTED 0000 J SEE STRUCTURAL FDN _�° J ERFORATED• ° v PLAN FOR FOOTING p �.'�° DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME U SIZE AND REINFORCING � 1111 I I. o 0 I'E RANULATEID GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED 0000 Q. 1 BAGKF I LL TO ANY SYSTEM. 1.! 0 TALL ASSEMBLY WALL ASSEMBLY SHEET I m I SCALE: 1"=I'-0" SCALE: I -I-O ( A D.3 c) Copyright Pulte Home Corporation - 2009 Li_ PLOTTED: Aug. 10. 10 / Ranslow. Kevin / AD.3 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TH-TCG3-SUMMER CREEK (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG O1 cN O N • � cin , LN . r-.4 w cr) 0 rud 0 '2°;--, "Ci et c4 r ® ° 0 P-iii-ii 1:,'(-91 P-1 ome 2 a cn CN II NE—+ N W Q O ,.7 CN �~� O V W t a < 0 J ► I ► PRODUCTION MANAGER Q % ► Gary Culp ~LI SARA E I • L FOYER RELEASE DATE: 02/18/10 REV# DATE /DESCRIPTION C0 1 , i ► -. (2) LAYERS 5/8" TYPE P- 0 ■ I ► I ►, "X" GYPSUM BOARD o a GARAGE ' ►1 , III■ ► ON SPACED 2X4 w / \ J I- 0 3 � I �� ' � STUDS I� O.G. I cn O ►� ° (2) LAYERS 5/8" TYPE i \ A 1 ►1• I ■ x GYPSUM BOARD _ - — — — _ UO ►� 1 ON SPACED 2X4 NOTE: -1 w 0 0 ►� I STUDS I6" O.G. w m SEE STRUCTURAL A\ 1� EXTERIOR WALL ae 1-11 l 1� 1� NOTE: DRAW I NG5 FOR SHEATHING 1-HOUR RATED 0 ■ ■ ' LOCATION OF EXTERIOR WALL („ / \ t6 ► SEE STRUCTURAL SHEARWALS ,; 1 a—, I — — — _ ' 11 DRAWINGS FOR I NOTE: i L NOTE: 1 . 1 NOTE: ' :? I ►� LOCATION OF ' i SEE STRUCTURAL `.' / \ a_ SEE STRUCTURAL SEE STRUGTURAL .�. EXTERIOR WALL W� ( ► SHEARWALLS 7c IL 0 DRAWINGS FOR DRAWINGS FOR ► (2) LAYERS 5/8" TYPE ■ DRAWINGS FOR X I SHEATHING ►1 � 1 t 1 "X" GYPSUM BOARD ►� LOGATI ON OF - LOCATION OF I LOCATION OF ®Y R I AIR INFILTRATION ► i A CU ► ►, SHEARWALLS AIR I NF I LTRATI ONi SHEARWALLS AIR INFILTRATION I>< ►� ' ►`� ON SPACED 2X4 BARRIER ►` ►� SHEARWALLS 43 ► 1 BARRIER I BARRIER ,� ► I ► STUDS 16 O.G. ► O ■ ►1 FIBER GEMENT FIBER GEMENT ► I ►� GYPSUM BOARD ►� , 1� FIBER GEMENT _ ►� GYPSUM BOARD N 4L35 ■ ■ �� SIDING - I EXTERIOR SIDING ► I ►� AIRASE :1 I : j GYPSUM BOARD SIDING �� M E INTERIOR >< >C INTERIOR I ■► ' ►� 11� FOYER 5/8" TYPE ��X N (2) LAYERS 5/8" TYPE ► I 1 I 1 EXTERIOR GYPSUM __ ■ I. � PROJECT TYPE E I IE><T�RIOR r ..xXPSUM � T T T 1 I r T T T BOARD � ° V1F ►� BRED ►� , ►� ►� 1�►� EXTE ►� I 1 1 1► SHEA25G. ' 1 1 I►� � PORCH ><I il � — — — - �,— — — - w COMMUNITY NAME U EXTERIOR WALL I N Summer Creek U 1� ►� - — — — — J . L — _ _ _ SHEATHING I EXTERIOR WALL ■1 ■ I EXTERIOR WALL EXTERIOR WALL- J ~ ■ ■ _ , I SHEATHING r ■ I ►� E SHEATHING SHEATHING TOW omes o LAWSON COMMUNITY ID I-�. ( � I PORCH , - - I • T (2) LAYERS 5/8" TYPE X-- ►� ►� ► ► (2) LAYERS 5/8" TYFE — — — - - X EXTERIOR GYPSUM EXTERIOR PORCH a 0000 ► ► ► 1 5/8 TYPE X r ( ) 0 ■ ► 1� I 1 Xfi R1 R GYPSUM I "X" EXTERIOR GYPSUM BOARD ON SWAGED CN ►1 ►� I NTERI OR WALL 1� 1� E E O w O � I � BOARD O � BOARD ON SPACED EXTERIOR WALL. 2X4 STUDS 16" O.G. I 5/8" TYFE "X" N GARAGE HANDING r � �� GYPSUM BOARD — ■— -- — , 2X4 STUDS I�" O.G. SHEATHING EXTERIOR GYPSUM c5 Z Varies ►� ►� ► I �_ AIR INFILTRATION I FO RG I HOUR RATED BOARD Q ' I BARRIER WALL. SEE SHEET I' o CO INTERIOR ► ► INTERIOR GARAGE ■ 1 , GARAGE tr■. .■ 2"x2" TRIM FIBER GEMENT AD.S DETAIL/\ z Z _ I _ _ 2"x2" TRIM V 1 2 x 2 TRIM ° SPECIFICATION LEVEL— — —CO —I "x6" POST SIDING 6"x6" POST "x6" POST o ,FAA)/--U ■ ► I ► h I HOUR RATED a) ►� ►� ' ►� I=HOUR RATED 5/4"x6" TRIM 5/4"x6" TRIM 5/4"x6" TRIM ° '� (2) LAYERS 5/8" WALL. SEE SHEET 'm� z ►: I ►� (2) 1-AVERS 5/8 WALL. SEE SHEET — — — — — — - P2 ►� TYPE "X" GYPSUM ►40 ►►♦ TYPE "X" GYPSUM _' LA a° ► BOARD ON SPACED ► BOARD ON SPACED " 2X4 STUDS 16" O.G. 2X4 STUDS 16" O.G. W" i 5/4 x6 TRIM LI1 IXTRIOR o i LAWSON PLAN ID a. i 5/4"xl0" TRIM (GUT 5/4"xC" TRIM 5/4"xI0" TRIM (GUT I 5/4"xl0" TRIM (GUT 0000 _ N 5/4"x 6" TRIM TO FIT) TO FIT) TO FIT) LEGACY PLAN NUMBER /NAME CU 0 ALAN DETAIL OF INTERIOR ALAN PETAIL OF PLAN DETAIL OF PLAN DETAIL OF PLAN DETAIL OF o 0 0 0 .— ... ....___ a) (_) IAIALL PERP. TO PARTY WALL EXTERIOR IAIALL AT PROPERTY LINE EXTERIOR IAIALL AT PROPERTY LINE EXTERIOR WALL AT PROPERTY LINE EXTERIOR IAIALL AT PROPERTY LINE SHEET CO C 5 I SCALE: I"=I'-O" SCALE: I"=I'-O" SCALE: I"=I'-O" SCALE: I"=I'-O" SCALE: I"=I'-O" CO (c) Copyright Pulte Home Corporation - 2009 AD.4 L.L PLOTTED: Aug. 10. 10 / Ranslow. Kevin / AD.4 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-Th-TCG3-SUMMER CREEK (PORTLAND \BLOCK OUT\DETAIS\DETAILS.DWG o 1 c-AN ® Alii N ' r•-.1 inim) w 71.7Zi 0 0 Pc)'-' ri° a, cZ fa, f-1_, ./ II/I ;r - 5/4" PLYWOOD SEE PLAN , TYPICAL AT TREADS r..l (10" STD) (BULL NOSED) '•J \ 4 ° 0 o--_-__ 2x FLOOR .JOISTS Pummi r--4 Pill z Lu J cn`tL 1/2" PLYWOOD TYP I CAL AT RISERS ' ^Th, 2" STAINED \, ,, , = WD HAND=" RAIL, SEAL SIDE STRINGERS TO v0 \\` \\ STAMP STL. WALL W/ (4) I6701 TO 4"x4" - 11/2' WALL E3R'KT. EA. STUD ATTACH MAX. 4' O.G. MIDDLE STRINGER TO 7 / . ' r4 (I) S/s"x 2" 2x1,_i FROM EEHIN} z IBEX AND (I) SIMP. A55 L IO I/2 I I/2 = _ LACE DOLT CLIP EA. SIDE TO ® � d 9 I 2X SOLID m m �C o- z A LEDGER SL'KG. g EA. SECTION ERACKET ELEVATION • 11- 5/8" TYPE "X" LOCATION - GYP. BD. CJ) EXTERIOR CORBEL STAIR RAIL STRINGER TO LANDING w SCALE: 1-1/2"=I'-O L Q__ " OD SCALE: I-I/2"=1'-O" SCALE: 1-1/2"=I'-0" .---7 2x4 545 TOP RAIL, SLOPE TO DRAIN U EASE ALL EDGES \ H (2) 1x4 RE5 TOP RAILS '/ V s/8" TYPE "X" GYP. E3D, 4X4 RESAWN INTERMEDIATE POST -r,‘ Ix SKIRT BOARD , WITH STRUCTURAL POST BASE 5/4" PLYWOOD PER STRUCTURAL DRAWINGS Q PRODUCTION MANAGER Gary Culp -°.v CN % - - MDE WALL CAP W/ I/8" RELEASE DATE: 02J18/10 1XS RES BOARDS SPACED RAD I USE EDGES 11/2" APART, SEE EXT.'S - r� - - 2x 12 STRINGERS, TYP. REV # DATE /DESCRIPTION ALL WOOD IN CONTACT WITH CONCRETE OR „ A WITHIN 6 OF GRADE SHALL BE o PRESSURE TREATED. °- 1/2" GYPSUM EOARD J ON 2X STUDS 2x CONTINUOUS SHIM O (2) Ix4 RES BOTTOM RAILS -) Q O �/8" TYPE "X" W A �— I GYP. E3D. ce CONNECTION OF POST TO DECK �/IC" OS� SHEAR s'a A I ° PER STRUCTURAL DRAWINGS SHEATHING I w 61 PEGK SUARPRAIL NGAP 0 STRINGER TO !'IALL E5 .. SCALE: I-I/2 =1 -O SCALE: I-I/2 =1 -O SCALE: I-I/2 =I-O 0 - w Q Y En >< >< n X N PROJECT TYPE END OF I/2 WALL MF 0 J °- COMMUNITY NAME N Summer Creek Townhomes (3)2x 12 STRINGERS ° LAWSON COMMUNITY ID TYPICAL a OOOO CONTINUE TWO (2) 1" SEE PLAN w END STUDS INTO (10" STD) GARAGE HANDING FLOOR SYSTEM (of" MIN) 2 Varies ce ■ I 1/2" PLYWOOD AT o SPECIFICATION LEVEL I RISERS 0 L. U 5/4" PLYWOOD k 1 • TYPICAL AT TREADS z 1 1 ( (5ULL NOSED) cn PLAN NAME J �_ FLOOR SHEATHING con NPC PLAN NUMBER 2x4 SILL IH--- F"— • T /l z LAWSON PLAN ID / i ' 0000 NAIL TO 2X BLK'G LEGACY PLAN NUMBER /NAME E3ETWEEN JOISTS 0000 HALF—WALL SUPPORT 0 STRINGER TO SLAB SHEET CO SCALE: I-1/2"=I'-0" SCALE: 1-1/2"=1'-O" AD.5 _ (c) Copyright Pulte Home Corporation - 2009 F \BSB Re Iicated\Pulte Pro J ects\N3W10201-TH-TCG3-Summer C e �ert-land \B k Out\We DETAILS.dwg, AD.5, 8/10/2010 12:24:28 PM PLOTTED: Aug. 10. 10 / Ranslow, Kevin / AD.5 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-T-1-TCG3-SUMMER CREEK (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG NOTE:ALL HOLES CRACKS BUTYL TAPE 0 AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES, CRACKS FILLED WITH MORTAR FOR A AND DEPRESSIONS TO BE AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A 1 CONTINUOUS EPDM OR FOAMED z SMOOTH CLEAN SURFACE. CONTINUOUS EPDM OR FOAMED FILLED WITH MORTAR FOR A SMOOTH CLEAN SURFACE I 1111 POLYETHYLENE SILL SEALER o I SMOOTH CLEAN SURFACE. / III POLYETHYLENE SILL SEALER. BUTYL TAPE HENRY'S#789 FIBRATED HENRY'S#789 FIBRATED s HENRY'S#789 FIBRATED / VAPOR BARRIER z ASPHALT EMULSION CAN BE ASPHALT EMULSION CAN BE VAPOR BARRIER ASPHALT EMULSION CAN BE / f °o u APPLIED WITH A ROLLER, APPLIED WITH A ROLLER, APPLIED WITH A ROLLER, ' � ` SEE C111NP-3.01 w E z BRUSH OR SPRAY APPLIED BRUSH OR SPRAY APPLIED �� '�I�' �- 8- 0 I il _ BRUSH OR SPRAY APPLIED ./� o U N SEE C1/WP 3.01 CONTINUOUS EPDM OR FOAMED /. / '�1 w ii POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY /► 11,OPTIONAL TO EXTEND / ° w PER STRUCT ' P 24. GA PRE-FINISHED METAL FLASHING Q o o u INSULATION 2' HORIZONTALLY I /. / Q BUTYL TAPE � �I � UNDER FLOOR SLAB / .41I4 > c, 2 w ∎Fri N, / ABOVE FINISH GRADE LINE , A ■ J w 'r i i 2x BELLY BAND .o `O - �1 �� 2-3 GAL/100 SQFT HENRYS#789 ,, INSULATION PER ARCH J o o W Lclej SUB GRADE _ C w I- N u VAPOR BARRIER - C - ® >- Q j( w �� FIBRATED ASPHALT EMULSION PER GEOTECH D... WHERE FG IS ABOVE FLOOR LINE , ,*4 . • °. NO VEGETATION OR EARTH N Ce FINISH GRADE, SLOPE AWAY /� ABOVE FINISH GRADE LINE FROM FOR 10 0 . . _ O y 3 ,� - +ir, ��: FINISH GRADE, SLOPE AWAY ;` 00 2-3 GAL/100 SQFT HENRYS#789 FROM 5% MIN FOR 10'-0" m s�, • FIBRATED ASPHALT EMULSION �� I i WHERE FG IS ABOVE FLOOR LINE 4 / /(// / /// /2./ - // /A . / ►mot �4 �`, - •. 0:H l P \� \� ✓ \� \� \� _.4 �� t 2 3 GAL/100 SQFT HENRYS#789 I / / /�//�//�//�// O ��ANCHORS PER STRUCTURAL ANCHORS PER /\ \ \ \ \/\/ WHERE FG IS ABOVE FLOOR LINE / ` ANCHORS PER STRUCTURAL CLOSED STORM DRAIN BY CIVIL STRUCTURAL �4 / / / FOOTING DESIGN AND � \ �,„ 1 ---\ ,:; SUPPORT BY OTHERS _ y � . 4 w E „ �. ■ / . ; CLOSED STORM DRAIN BY CIVIL o O FILLER FABRIC OR SOCKED �� / /�� FOOTING DESIGN AND ►�` ' s CD NOTE: IF FOUNDATION IS �,' • PERFORATED DRAINAGE TILE IN 'rt, ,, ,t � SUPPORT BY OTHERS �� ' FILTER FABRIC OR"SOCKED" POURED IN TWO POURS A �� GRANULATED BACKFILL BY CIVIL / / / / / / WATERSTOP MUST BE USED . FOOTING DESIGN AND / �—� PERFORATED DRAINAGE TILE IN \ I ,..._,:: t:., / - GRANULATED BACKFILL BY CIVIL • % SUPPORT BY OTHERS 'z ►�� r o`�� •� NOTE: IF FOUNDATION IS • t11 •O 1 0�• POURED IN TWO POURS A � 00 O WATERSTOP MUST BE USED .6� . :.f y 0°0 NOTE: IF FOUNDATION IS .. ' . O POURED IN TWO POURS A A3 PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION @ ENTRY WATERSTOP MUST BE USED I WP-1.00 WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: SCALE: 1-1/2"=1'-0" ARCH REF: Al PERIMETER FOUNDATION WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID B4 DETAIL B3 DETAIL B2 DETAIL (/ ;N\\\ DETAIL WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: (D W W Q c_ 2 00 ® E; O 0, Iu- c - W Z o w cn ,_.2) OU) c: FOR BID 1 ... ...) I- -.. 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 _.) PROJECT NO: XX.XXXXX SHEET NAME: FOUNDATION WP DETAILS DETAIL SHEET NO: DETAIL C3 DETAIL CWP-1y1 L C1 DETAIL �/��(NFC:iic) SCALE: 1-1/2"=1'-0" ARCH REF: cW1L9) SCALE: 1-1/2"=1 '-0" ARCH REF: SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: V V P 1 .00 11-"OSB EXTERIOR SHEATHING 0♦♦# INTERIOR $"x 2" KILN DRIED PRESERVATIVE COMPONENTS AND �� PRESSURE TREATED BATTENS o ♦! :: :: : : INSULATION PER ARCH ° ATTACHED W/STAPLES AS �_ 12" TYP. ♦ ♦.............. `` @ �� PRELIMINARY SECUREMENT 24"OC; LLI < SET IN CONT BEAD OF NON SKINNING ♦♦ .::..:.::.:::.::. A BUTYL °0 z ♦ : : :: VAPOR RETARDER w 2x4 WHITE WOOD TRIM ♦ .:dp:: PER CODE 8 o z E- I _:::::=�� d................................................... WEATHER RESISTIVE BARRIER: o U NOTE: ♦�.:..._. �......................... ...................... .. REQUIREMENTS WEATHERMATE PLUS cn o0 0 N —•—•—-— I SIDING, FULLY PRIMED ALL ♦�:..:.:::::::::::::::::::�:dP::::::::::::::::::::::::::::.................................... w . f•'_-•_.-.=•-_ ••_• —.• T- - TRIM BATTENS NOT :..'.::�f �` - oc ° END CUTS IN FIELD ♦ ::.::: ��.. :.:..::: ::�:::::: :::` HOUSEWRAP BY DOW >- ,t• °- w - ///-///-///.r 4 .•I ! • dd 1'... a o F- SHOWN FOR CLARITY ♦.:.':::::•:::::::::�::�:::::�::�:�:�:�Pi ... T T T r 1 .11.11-! IL.,� •!: ::::: df ::::::::::::::: :: ::•::::::::':::: N. ? n �� VERT. BATTEN : ::: ::•:::: ::::::•:':-::::::::::•::-::00::• :•:::•:::••::::: ::.:::::-::::::::: :::: ::: PROVIDE SOLID BLOCKING OR !Ill .0 d- ac W d i!. :IL‘.11111A.Alliff a Ao i i• BATTEN,TYP. �/ J ,o .o I- w PROVIDE CONT 20 GA x 3 G90 GALV v) o STRAP FASTENED TO STUDS W/ 2 :::;::; :.:. }- `� • z • I i i SEALANT&BACKER ROD WEATHER RESISTIVE FIBER CEMENT PANEL ...::..::.... .. . :•.:: . .:...::. .•.dd..: ...::: �... .. ... ..:. .. .. " .09/RING SHANK NAILS FASTEN � N � LL �, , ... C e P� TAPE ALL SEAMS W/WEATHERMATE BARRIER SIDING TO METAL STRAP W/ET&F €r CONSTRUCTION TAPE BY DOW H D ° HORZ. BATTENS, HOLD :: : :f� ;:::.: EXTERIOR SHEATHING BACK 1 rr FROM EDGE OF :: : :::::: :: ':::::::. �:: ::.:.....:::: ::::::::::':::::::::::::':: :: Q! ' ::::.:. :: ' m VERT. BATTEN @ EACH END 1.. \ __ ...................... 2 2 dd:::::: :::: :: :::: ::::::: HORIZONTAL BATTEN AT bliftpliffi Øii m d - REINFORCE <:: •E NFORCE CORNER W/ d.::::::.:::.::::'::.:::::: ::.:::::.::::.::::: HORIZONTAL PANEL EDGE it .................................. ............. ............. 24 PIECE OF WEATHER ! ............. LOCATE OVER SOLID FRAMING. :d ............ .................. ... ... . ........................ ............. ................. ... ... .............................RESISTIVE BARRIER :. ........ ......................... d..... P...........� ::;: ::lea Pd.., p.. HOLD HORIZONTAL BATTEN BACK d / 'd n d d2� 1 /2 FROM EDGE OF VERTICAL ii......._ Ali ! 0 G 0 C V: ::.:: ... ... .................................. orli d..AfArledIWZriaM A WA ■I iii BATTEN AT EACH END. iii ... ............................................... ............. ..... WEATHER :K: :K::.: :,:::.:::.: i RESISTIVE ii BARRIER; LAP TV WEATHER RE I RESISTIVE BARRIER: I .................................................. .................................................. ............. ..... �� P HI AROUND CORNER 12 EACH SIDE iii C S .:.....� .. WEATHERMATE PLUS HOUSEWRAP US:.d,/ JAMES HARDIE FIBER CEMENT PANEL P rr BY DOW BY' FASTEN PANEL 6 C.& PER 2 _ @ O FRAMING I REQUIREMENTS OF ES LEGACY FIBER CEMENT PANEL " �' REPORT NER-405&SECTION 1405.17.1 ........ i/ IN 2003 INTERNATIONAL BUILDING :............... / CODE V::::::::::::::::::'::: : NOTE: FASTEN PER MANUFACTURERS INSTRUCTIONS W/PLASTIC CAP NOTE: NOTE: NAILS © 16"O.C.EACH WAY. SEE A2/WP-300 FOR WEATHER ALTERNATIVE DETAIL MUST BE / RESISTIVE BARRIER INSTALLATION APPROVED BY LOCAL AUTHORITY A4 OUTSIDE CORNER @ PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION Al FIBER CEMENT PANEL BUILD UP ( ISO) WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: N.T.S. ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: EXTERIOR SHEATHING \ il WEATHER RESISTIVE BARRIER jiIJ LAPPED /HEAD FLASHING 0 S G EXTERIOR SHEATHING 0 T T1 ri 11 ITIpTI EXTERIOR SHEATHING VERT. BATTEN i / jj 24 GAPRE-FINISHED G 0 GALV. I WEATHE ; ` : ! L ! //I / 'FIBER CEMENT PANEL I SEAL W.R.B.TO METAL FLASHING I FIBER CEMENT PANEL ON I -//�� '//— '—/�� W/NON-SKINNING BUTYL r-y HORZ. BATTENS @PANEL ENDS / 9„ VERT. BATTENS III 1 N pM = PER DETAIL A1/WP-3.00 _�, / / _____= 77-77__:•___-- - \� J i I SEAL W/NON-SKINNING BUTYL '��\ I '/HORZ. BATTENS @ PANEL 24 GA. PRE-FINISHED METAL I I "�" /� ENDS PER DETAIL A1/VWP-3.00 = �. ' ii I I " (' EXTERIOR SHEATHING HI BRACKET FLASHING. SECURE WITH / 11 . . A MIN.4 PANCAKE HEAD SCREWS. I I it i HORZ. BATTENS @PANEL ENDS _ p. NOTE: i i I I SEE DETAIL A21WP 00 FOR I i 24 IECE OF WEHER I-� J-- I OF SHROUD AFTER CLADDING IS INSTALLED i •RESISTIVE BARRIER IL LAP DETAILS �� i XTREME TROM J-MOLD BY TAMLYN TYP G �� WEATHER RESISTIVE I. V VENT SHROUD, 24 GA. PRE-FINISHED ( ) BARRIER LAP CORNER 12" • HOSE BIB $I / METAL. SECURE WITH CLOSE ENDED 'I J I EACH SIDE NO. DATE ISSUE / POP RIVETS TWO EACH SIDE •.`. `' I I / - PO S O S _ - I)- I SEALANT W/CLOSED CELL BACKER ROD I CEDAR BLOCK, PRIMED ALL 6 SIDES, SLOPED ' cfl FIBER CEMENT PANEL 1 07.27.10 FOR BID &SET IN NON-SKINNING BUTYL SEALANT �u•:+• I - 1 9" ( 25% LARGER THAN OPENING TO PROMOTE SEALANT AND I PROPER SEALANT GEOMETRY'PRIME • ' R �� 1 PART POLYURETHANE / SUBSTRATE AS READ. I•BACKER ROD I / SEALANT(TYP) I 0 SEALANT AND BACKER ROD r / I /ii 18 x 18 PIECE OF 30 MIL EPDM TARGET �" l I/ WHITE WOOD TRIM SIDING; FULLY L. 4 I FLASHING; CUT HOLE FOR QUICK FLASH P-50, LAP WRB OVER •/ CUT HEM BACK AT I/ PRIME ALL END CUTS IN FIELD; 110° TOP, LAP BOTTOM FLAN E OVER PENETRATION & NAIL TO SUBSTRATE I/ JOINT TO ENSURE / ATTACH W/16d HOT DIPPED GA.V. O G O / FLASH AS DETAILED rr III WRB BELOW; RE:A3/WP-3.04 i / , TIGHT FIT I FINISH NAILS @ 16 O.C. I WEATHER RESISTIVE '' I FIBER CEMENT SIDING BARRIER UNDERNEATH \ I ON VERT. BATTENS TARGET FLASHING ,� •/ NOTE: '/ " HEAD FLASHINGS TO HAVE END DAMS NOTE:SEE DETAIL A2NVP-3.00 FOR WHEN FLAHSING LENGTH IS >6" WEATHER RESISTIVE BARRIER LAP DETAILS THRU WALL FLASHING NOTE: HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION © FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLAHSING LENGTH IS>6" B1 INSIDE CORNER @ PANEL SIDING WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: ai EXTERIOR SHEATHING W ( ) Q WEATHER RESISTIVE BARRIER; \ EXTERIOR SHEATHING � � � > WALL AND SOFFIT I '11 WEATHER RESISTIVE BARRIER; Q LAP 01 HEAD FLASHING&SEAL LAP 0/HEAD FLASHING I 2 c ASSEMBLIES PER ARCH / EXTERIOR SHEATHING W/NON-SKINNING BUTYL .� 0 / WEATHER RESISTIVE BARRIER � ►� VERT. BATTEN VERT. BATTEN I L.L. M r: =I 24 GA. PRE-FINISHED METAL BATTEN HEAD FLASHING W/END DAMS / FIBER CEMENT PANEL W 0 W C s / /- ----....- HORZ. BATTENS PANEL i.., FIBER CEMENT PANEL I @ 24 GA. PRE-FINISHED METAL 1 V 1 'i1Ii ENDS PER DETAIL A1/1/WP-3.00 - / 2 0 (/) 2 1 ! WEATHERMATE STRAIGHT FLASHING 1 HEAD FLASHING W/END DAMS i BATTENS&FRAMING 1 FIBER CEMENT PANEL I1 , I (' i D I- to 1 • , I HORZ. BATTENS @PANEL I �� ENDS PER DETAIL A1/WP-3.00 SEALANT& BACKER ROD i / / ` I CEDAR BLOCK, PRIMED ALL 6 SIDES, SLOPED i �_ ' I / o / - ) &SET IN NON-SKINNING BUTYL SEALANT 5/4"x 3"TRIM O/BATTEN 24 GA FLASHING 1 J.• I 1 $ I JUNCTION BOX I i�: / LIGHT FIXTURE _ _ / I / / 2X6 SPF PRE PRIMED BELLY BAND; i ` t / / BACK PRIME ALL CUT EDGES r �_ INSTALL BARK SIDE OUT FASTEN W/ •' ai —� t-/.1 CONDUIT a I 2 16d GALV NAILS@ EACH STUD; ill / FOR B I D BATTEN _ SET TO FLUSH SEAL AND PAINT FIBER CEMENT PANEL ■-- / / SEALANT AND BACKER ROD L/-1 I / / NOTE: - 'I /1,4 A SEE DETAIL A2/WP-3.00 FOR / QUICK FLASH P-50, LAP WRB . // �� / OVER TOP FLANGE,WRB I DRAWN BY: JL, SH, JR I WEATHERMATE STRAIGHT FLASHING % t I I WEATHER RESISTIVE BARRIER // / LAP DETAILS I 0 UNDERNEATH BOTTOM FLANGE / / I I SEALANT AND BACKER ROD Orr RE:A3/WP-3.04 - I Z CHECKED BY. CRM ip WEATHER RESISTIVE BARRIER / / — I 110° _ I / SCALE: AS NOTED 24 GA FLASHING - I / I__ ..,.., ...._, / 4"' NOTE: - / I V • 4,I It ! HEAD FLASHINGS TO HAVE END DAMS I / € NOTE: original sheet size 24 x 36•I P / / , EXTERIOR SHEATHING / I BATTEN / = SEE DETAIL A2/WP-3.00 FOR I I 110° WHEN FLAHSING LENGTH IS >6" I WEATHER RESISTIVE BARRIER FIBER CEMENT LAP I LAP DETAILS I / OR SHINGLE, SIDING ( / / PROJECT NO: XX.XXXXX / — j I / _ ' / y'r � / / ~7 NOTE: ( SHEET NAME: / / NOTE: ," ' HEAD FLASHINGS TO HAVE END ��DAMS I \ CLADDING WP DETAILS J '' WHEN FLAHSING LENGTH IS >6 HEAD FLASHINGS TO HAVE END DAMS -- - - -. - - SHEET NO: C4 SOFFIT @ FIBER CEMENT PANEL C3� TRIM BOARD @ SIDING TRANSITION WHEN FLAHSING LENGTH IS >6"' LIGHT PENETRATION @ FIBER CEMENT PANEL Cl JUNCTION BOX PENETRATION @ FIBER CEMENT PANEL WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00/ SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3""=1'-0" ARCH REF: WP . EXTERIOR SHEATHING \ EXISTING WALL STUDS PER STRUCT. Pill WEATHER RESISTIVE BARRIER LAPPED 1„SHEATHING PER %, ', ` W/METAL HEAD FLASHING; SEAL W/ �� / , .. , STRUCTURAL INSULATION&VAPOR ;''r; CI NON-SKINNING BUTYL SEALANT / / RETARDER PER ARCH E XTERIOR SHEATHING ;`` ` �`. : :'`,: o f a 24 GA. BAKED ENAMEL METAL FLASHING / ° 12" ` f' VERT. BATTEN W/INSECT SCREEN .1 I REINFORCE CORNER W/ .. RN • 24 PIECE OF WEATHER �„ 8 x 2 PRESSURE TREATED BATTENS o 0 OE RESISTIVE BARRIER ; ' @TUD FRAMING ATTACHED W/A#10 ,,, LAP SIDING W/STARTER STRIP -i I ��—�� //—/��—� S.S SCREW @ 18"O.C. SET IN CONT �" o WEATHER RESISTIVE BARRIER; LAP BEAD OF NON SKINNING BUTYL N o • I / _ AROUND CORNER 12"EACH SIDE _==- --- \ >- ° _ AI / � ill I QQ oo � � �CEDAR BLOCK PRIME ALL 6 I I / f'f,` ^ Z 0/ SIDES' SLOPE&SET IN / ` w - d' • EXTERIOR SHEATHING I,l WEATHER RESISTIVE BARRIER: J J .o 81- F-; NON-SKINNING BUTYL SEALANT / VERT. BATTENS „!, 11* WEATHERMATE PLUS BY DOW w 1- ° v 1- Z IF/ REINFORCE CORNER W/ :. :.:.>:::<:.,,. O w w ?C w L1J 24 PIECE OF WEATHER HOSE ,; / ' "� _ z - -- -1-- - LAP SIDING N ;:`., FIBER CEMENT LAP SIDING o' �� -- --�---- // III. WEATHER RESISTIVE ' 1 I }'::' INSTALL IN COMPLIANCE W/JAMES m SEALANT&BACKER ROD � BARRIER LAP CORNER 12" :';':` :' I HARDIE RECOMMENDATIONS '' « :>:>::::;:>:.:::..... EACH SIDE 11. ` HZ-10 FASTEN W/STAINLESS STEEL ,'` . , FASTENER 11 GA x2-1/2 NAILS OR 11111,,. FILLET BEAD OF OSI QUAD SEALANT I ;.'• 11; / QUICK FLASH P-50, LAP WRB OVER TOP, " 1 111 ''' FILLET BEAD OF OSI QUAD SEALANT I APPROVED CORROSION RESISTANT�- ` " STUDS AND PER RE UIREMENTS LAP BOTTOM FLANGE OVER WRB BELOW III / ::', I OF ES LEGACY REPORT NER-405 RE:A3iWP-3.04 2x6 WHITE WOOD TRIM; FULLY ,� I•lilt! \\\_\\\_\\\_\��_\\► PRIME ALL END CUTS IN FIELD ;::'`: ` I• -� .-J ( 2x4 WHITE WOOD TRIM; I / t WEATHER RESISTIVE I �� FULLY PRIME ALL END CUTS LAP SIDING III \ , ', ' INSTALL INSECT SCREEN AT BARRIER UNDERNEATH I - i IN FIELD; BARK SIDE OUT ALL HEAD FLASHING AND BASE /TARGET FLASHING WALL CONDITIONS 7I-1." I VERT. BATTENS 1.ii .....1 / 110 ' ° 12"MIN NOTE: '` I 1. ALL SEALANTS TO COMPLY WITH NOTE I / CONFIGURATION, GEOMETRY,AND SUBSTRATE .`� *PRIME CUTS HEAD FLASHINGS TO HAVE END DAMS REQUIREMENTS OF ASTM C 1193 2009 ---"*.-./ 4 WHEN FLAHSING LENGTH IS >6" I \ 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR STARTER STRIP PAINTING /„ A4 HOSE BIB PENETRATION A3 OUTSIDE CORNER @ LAP SIDING A2 INSIDE CORNER @LAP SIDING Al LAP SIDING BUILD UP WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: + WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: NTS ARCH REF: EXTERIOR SHEATHING EXTERIOR SHEATHING 0 I. N WEATHER RESISTIVE BARRIER; \ LAP 0/HEAD FLASHING I_il EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED ,SHEATHING / W/METAL HEAD FLASHING; SEAL W/ , J WEATHER RESISTIVE BARRIER; 1t'' 411 NON-SKINNING BUTYL SEALANT WEATHER RESISTIVE BARRIER VERT. BATTEN • I LAP 0/HEAD FLASHING&SEAL 1 `! • I WI NON-SKINNING BUTYL 24 GA. BAKED ENAMEL METAL FLASHING / BATTEN j I I / r LAP SIDING W/STARTER STRIP VERT. BATTEN SHINGLE SDING iIJ I �� I VERT. BATTEN W/ WEATHERMATE STRAIGHT FLASHING 24 GA. PRE-FINISHED METAL ' I INSECT SCREEN !I 24 GA. PRE-FINISHED METAL I 1 • HEAD FLASHING W/END DAMS HEAD FLASHING W/END DAMS • I II 1 INSECT SCREEN I . / I , �1 LAP SIDING W/ , 1 Ya I / LAP SIDING WI STARTER STRIP STARTER STRIP I 9"0 STARTER STRIP It 1 . r INSECT SCREEN S G S S I 111111!, i INSECT SCREEN I I I. ,--,/24 GA FLASHING I I ` I. 24 GA. PRE-FINISHED METAL BRACKET -L 7\ JUNCTION BOX I I 't ,` %� I ! I; I CEDAR BLOCK, PRIMED ALL 6 SIDES, SLOPED _ !� FLASHING, SECURE W/ 4 PANCAKE HEAD I� I &SET IN NON-SKINNING BUTYL SEALANT SCREWS; FLANGE SHALL EXTEND PAST FACE 2X6 SPF PRE PRIMED BELLY % .. i - OF CLADDING TO ALLOW ATTACHMENT OF / BAND; BACK PRIME ALL CUT ( `C ly'� SHROUD AFTER CLADDING IS INSTALLED EDGES INSTALL BARK SIDE CONDUIT d LIGHT FIXTURE - OUT FASTEN W/2 16d GALV / ` I NAILS © EACH STUD; SET TO % \ 24 GA. PRE-FINISHED METAL VENT i FLUSH SEAL AND PAINT r LI "I A ' _ .� 1 �J SHROUD; SECURE W/CLOSE ENDED I - J NO. DATE ISSUE SEALANT AND BACKER ROD NOTE: ON , Pp POP RIVETS, (2) EACH SIDE ))��..) I WEATHERMATE �� I 1 07.27.10 FOR BID QUICK FLASH P-50, LAP WRB I HEAD FLASHINGS TO HAVE END DAMS `+ I/ 9" STRAIGHT FLASHING OVER TOP FLANGE WRB I > WHEN FLAHSING LENGTH IS 6 / SEALANT AND / UNDERNEATH BOTTOM FLANGE = BACKER R / 0 SEALANT AND BACKER ROD I I RE:A3/WP-3.04 ))1°.y I cfl . II ' / I))�'� I I I 0 I 18 x 18 PIECE OF 30 MIL EPDM TARGET _ 24 GA FLASHING I �� FLASHING; CUT HOLE FOR / ri.I 4" I I !� SEALANT AND BACKER ROD / NOTE: 4 PENETRATION& NAIL TO SUBSTRATE I/ BATTEN / 110° : SEE DETAIL A2/WP-3.00 FOR I 04 I ' FLASH AS DETAILED , I f WEATHER RESISTIVE BARRIER I 110 QUICK FLASH P-50, LAP WRB FIBER CEMENT LAP SIDING 1 LAP DETAILS I l OVER TOP, LAP BOTTOM I WEATHER RESISTIVE •p FLANGE OVER WRB BELOW I _ BARRIER UNDERNEATH RE:A3/WP-3.04 TARGET FLASHING NOTE: I �/ �� NOTE. I NOTE: r HEAD FLASHINGS TO HAVE END DAMS / WEATHER RESISTIVE I _ HEAD FLASHINGS TO HAVE END DAMS /. SEE DETAIL A2/WP 3.00 FOR WHEN FLAHSING LENGTH IS >6" 2 WHEN FLAHSING LENGTH IS >6" I �" BARRIER UNDERNEATH\h WEATHER RESISTIVE BARRIER TARGET FLASHING - LAP DETAILS B4 BELLY BAND DETAIL B3 JUNCTION BOX PENETRATION B2 LIGHT PENETRATION B1 VENT PENETRATION WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: co tii 0 / / V .-L .,.." ` PLAN SECTION AA EXTERIOR WALL SHEATHING I W co �// N EXTERIOR SHEATHING \ �, WEATHER RESISTIVE BARRIER I I �+ 1 5 ,r, / EXTERIOR SHEATHING 10 s. 2X6 SPF PRE PRIMED BELLY BAND; BACK - iIi/ WEATHERMATE STRAIGHT U O O 0 WEATHER RESISTIVE BARRIER J PRIME ALL CUT EDGES INSTALL BARK SIDE / I nip I OUT FASTEN W/(2) 16d GALV NAILS @EACH WEATHER RESISTIVE BARRIER FLASHING ' N -� STUD; SET FLUSH SEAL AND PAINT prof .L BATTEN TO US S BATTEN J 7 VERT. BATTEN 4„ LAP SIDING 0/VERT. BATTENS I W L — w///—///—///—/ WEATHERMATE 4 FIBER EMENT .� ..- SHINGLE SIDING I � / II-.. - • -• -• -• -• - • - • - • -• C I _.... _.:.:. -----, 110° .I /11•I -I I ' LAP SIDING STRAIGHT FLASHING INSECT SCREEN ' / U 2 4.. WEATHERMATE I /irpr_.__m___i iiiiiiiiiiiiiiiiiiiiiiiii� I I I 110° # ill-... �.I, ® U� 0 CU • I I SEALANT I LAP SIDING STRAIGHT FLASHING I �� , , - 24 GA. BACKED ENAMEL ° I I I METAL FLASHING II 110 I TRIM BLOCK IIP / ( INSTALL INSECT SCREEN AT / (f) I 1 I II ' SELF-ADHERED WEATHER I I BOTTOM OF BATTEN SYSTEM 1 / ----'7 4 24 GA. BACKED I I ! y2 EPDM OR FOAMED Pr- p RESISTIVE BARRIER I I 1 �I 24 GA. BACKED ENAMEL y" � i ENAMEL METAL �� p FIBER CEMENT / I I I POLYETHYLENE SILL SEALER /� FLASHING ' METAL FLASHING 2X6 SPF PRE PRIMED BELLY BAND' BACK ' 8"TRIM BOARD SOFFIT 0/BATTENS �L_� /. I i _iij::i: EPDM OR FOAMPOLYETHYLENSLL SEALER ' I 1 D �A NOTE:HEAD FLASHINGS TO HAVE END DAMS RIDGE BRACKET WHEN FLAHSING LENGTH IS >6 I I WEATHERMATE STRAIGHT FLASHING % / FACE OF SIDING BEYOND I I CONC AT SILL PLATES z DRAWN BY JL, SH, JR BATTEN diI 4 CHECKED BYCRM SOFFIT PANEL '��-�� EXTERIOR SHEATHING �I = ��1 - N1 I EXTERIOR SHEATHING IS NOT TO COME IN SCALE: AS NOTED 01��/////////� ° CONTACT W/CONCRETE SILL PLATES SEALANT "�'"" '` WEATHER RESISTIVE BARRIER I @ � ` / FINISH GRADE, SLOPE AWAY 24 GA FLASHING I TRIM BLOCK PIER ARCH I FROM 5% MIN FOR 10'-0" ' D original sheet size 24 x 36 611 SEALANT AND BACKER ROD 4 ° PROJECT NO: XX.XXXXX i ` I ° a Q ° VINYL J TRIM �II a GRADE 5/4"x 3"TRIM 0/BATTEN I ::.:..: NN/ SHEET NAME: BATTEN I CLADDING WP DETAILS LAP SIDING 0/VERT. BATTEN SHINGLE SIDING I ' � _0 — ---- - _-- -_ SHEET NO: TRIM @ SOFFIT C3 BRACKET AT SOFFIT C2 BASEWALL @ PAVEMENT C1 BASE WALL CONDITION \i\JP ('�CC--; -3.01/ SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: .01 WEATHER RESISTIVE BARRIER 0 WEATHER RESISTIVE BARRIER - / FLASHING BIB SLIDE UP THRU SLIT IN WEATHER RESISTIVE BARRIER MIN. 24"x 24" TARGET FLASHING, CUT Z o FROM EPDM.WEATHER LAP WITH '` P SLIT IN WEATHER OTHER FLASHING COMPONENTS TO Q SQUARE HOLE PENETRATION BUTYL ~ RESISTIVE BARRIER SHED WATER.. SEAL PENETRATION TO SEAL I Z z FLASHING WITH SEALANT. / 12„ :.::.:.:.:.:.:.,..,::... 0 0 V ��Ier MM�� SEAL WEATHER RESISTIVE BARRIER SEE DETAIL B2/WP3.02 HOLE FOR PENETRATION I V 6" W d- 0 z BIB TO FLANGE W/1/1/EATHER ° i �-- o 0 RESISTIVE BARRIER TAPE CUT 60% OF DIAMETER OF 4 �� 0 w 0 0 / PENETRATION FOR SNUG FIT 111P)11111/I -O -=_ � Q g JOINTS W/TAPE \\ r.LOUVER ASSEMBLY WITH SWING TYPE iAt k' _ d- oc W LOUVER AND BIRD SCREEN. SECURE i I o o ~ W 6" ii ill I W ry N U WITH MIN.4 PANCAKE HEAD SCREWS. ROUND HOLE PENETRATION i 6 I- z, . SET FLANGE IN BED OF SEALANT. o 1 - i Nd' ono A 12"X12"PIECE OF 30 MIL EPDM CUT , p BUTYL __� ( z 4 OVERLAP = SEAL I - 4OVERLAP HOLE FOR PENETRATION. NAIL TO i � - Ii J SUBSTRATE ©60%OF DIAMETER SIZE w I = :::`''` co FLASH TOP EDGE 6"O.C. I ..›::, .,: < CLADDING SYSTEM @ �, REINFORCE CORNER W/ . • $i ;}' HOLE FOR PENETRATION CUT 24"WIDE CONTINUOUS 60%OF DIAMETER OF / I ili I 2x4 SPF PRE-PRIMED 1 " SIDING SEAL BOTH I LAP TARGET FLASHING 1 SIDES W/1 PART r 0 OVER WEATHER RESISTIVE BARRIER NOTE: POLYURETHANE �) ► WHEN PENETRATION IS 3Y2" DIAMETER SEALANT 1 A OR LESS, USE 12"X12"FLASHING SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS > \ VAI 3/2 , RI AT SIDES AND HEAD OF BRACKET. E NFORCE CORNER Wi 24 INCREASE FLASHING SIZE TO 18"X18" WIDE CONTINUOUS W.R.B. SEAL ALL PIN-HOLES W/SEALANT. LOCK ON SHROUD COVER AFTER CLADDING IS INSTALLED A4 MULTIPLE PENETRATION FLASHING A3 VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE Al LAP SIDING BUILD UP WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.0 SCALE: 3"=1'-0" ARCH REF: WP-3.0 SCALE: 3"=1-0" ARCH REF: WP-3.0 SCALE: 3"=1'-0" ARCH REF: L— 4" ® VIF -.- I 1 / 1 SINGLE PIECE COPING FOR LENGTH OF CV SQUARE OR ROUND PRIVACY WALL - PENETRATION FULLY SEALED AND S O'C' .411;jr110 , ., RIVETED END CLOSURE 24" /■ ► STEP 1) ---�---� PLACE WEATHER RESISTIVE BARRIER APRON WITH'U' CUT; FIT TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING W/ 16" POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) 24 GA FULLY SOLDERED G90 PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U' CUT; CUT TIGHT TO j • GALV METAL SADDLE /// i/ /::://:: I 1 PENETRATION; OVERLAP BOTTOM APRON BY 4 ATTACH WITH A FEW// _ z NO. DATE ISSUE 1 / B3 SADDLE FLASHIING @PONY WALL / 1 07.27.10 FOR BID/ / }/ //, I 0 PRE-FINISHED METAL CUT BACK HEM ON SPLICE WP-3.0 SCALE: 3"=1'-0" ARCH REF: / / / / ° I / COPING CAP, SEAL PLATE TO FORM TIGHT FIT SEAL W/NON-SKINNING / /� - PIN HOLES, COLOR N / Mr BUTYL // / PER ARCHITECT � / � / ,� / / / CLOSED END 4-2 / / PREFINISHED RIVETS / / / / 0 )-416'It NOTE: / . / // i / ► _ ► USE ONLY ON RUNS > 10 FEET 16" STEP 2) ■ PLACE A i30 MIL EPDM APRON W/'U' CUT TO FIT TIGHT AROUND PIPE 24" PENETRATION; CUT TIGHT TO PENETRATION AND ATTACH W/A FEW ' STAPLES STEP 4) CUT HEM BACK AT INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER AND JOINT TO ENSURE TIGHT FIT AROUND PIPE PENETRATION OVERLAPPING LOWER SECTION OF B5 COPING CAP @ PONY WALL B4. FLASHING SPLICE DETAIL B2 U BIB FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A MIN. OF 4" WP-3.0 SCALE: 3"=1'-0" ARCH REF: WP-3.0 SCALE: 3"=1'-0" ARCH REF: WP-3.0 SCALE: 3"=1'-0" ARCH REF: CO EXTERIOR WALL .'�//�� 0 0 SHEATHING PER STRUCT EXTERIOR SHEATHING 24 GA COPING,TONGUE W �/J I " ' WEATHERMATE \ CLOSED OVER DOUBLE CLIP W W Q/ \poi STRAIGHT FLASHING V TAP r ERED POLYISOCYANURATE( / \ / / WEATHER RESISTIVE BARRIER I I� WEATHER RESISTIVE . / / INSULATION 0 -� 0 I iii BARRIER I / / LAP SIDING 0/VERT. BATTENS O LL 11 .A I o RESISTIVE BARRIER M D � Q I !Ip I , LAP SIDING I 2% SLOPE 2 o SLOPE (n r cu • �I STARTER STRIP i / / 0 w I� \ BATTEN %//-///-///-///-/ . () �°' I / 24 GA. PRE-FINISHED ( , ____ � � 24 GA METAL FLASHING I METAL FLASHING �■ rE�/A I ,� h I / CONTINUOUS CLIP R0 / \ �/ / I /�I/" `t'1 W POETHYLE SILL / /•.� p = SEALER • I I I H 2X6 SPF PRE PRIMED BELLY - 1 P LAP SIDING - d t I BAND; BACK PRIME ALL CUT U I I 4,1 12 EDGES INSTALL BARK SIDE 1 : ' / / ! I ,� a OUT FASTEN W/(2) 16d GALV 1"MIN I / / I G I VERT. BATTENS a �' NAILS @EACH STUD; SET TO . I I I a A FLUSH SEAL AND PAINT r I i �1 I I I ®R B I D <fi p / I 2 x 4 2 x 4 I / WEATHER RESISTIVE PER STRUCTURAL I / I / ! ' J / BARRIER SHEATHING IS NOT TO = ! 00 COME IN CONTACT W/ I I / CONC AT SILL PLATES A SLOPE 5%AWAY EXTERIOR SHEATHING A FROM BUILDING ii / DRAWN BY: JL, SH, JR GRADE 11 I i CHECKED BY: CRM A 1 A 1 I 01 I I I p SCALE: AS NOTED .... . . . .. . , . . ,... „ ... ‹ . . ,. . , ! I P i 1. -- I I - I / original sheet size 24 x 36 '_® / , I - li I / NOTE: a 4 2 DECK FRAMING . / a I / COPING COVER TO BE FORMED OF SINGLE PER STRUCTURAL I CONTINUOUS PIECE AT PARTY WALLS; 110° PROJECT NO: XX.XXXXX I I / REF- B5/WP 3.02 FOR END CAP _1° % .. \ I /a \i_A - / 1 I / SHEET NAME: / CLADDING WP DETAILS SHEET NO: C3 PONYWALL FOOTING AT DECK y„ CC---2 PONYWALL AT DECK LEVEL Cl PONYWALL AT DECK WP-3.0 SCALE: 3"=1'-0" ARCH REF: -3•02/ SCALE: 3"=1'-0" ARCH REF: WP-3.0 SCALE: 3"=1'-0" ARCH REF: \/\/P 3.02 BATTEN/STUD LAP SIDING 0/VERT. BATTENS / BEYOND / CD p WEATHER RESISTIVE BARRIER LAPPED 1 FASTEN FLASHING F4V •4 Z 1 i WITH SIDING NAIL O/U-BIB W.R.B.TARGET FLASHING; SEE 0 A2/WP303 FOR DETAIL a N SQUARE OR ROUND 0 0 I N - PENETRATION o u c - FASTEN FLASHING o O . Z cn oo w WITH SIDING NAIL 0 0 0 �' / WEATHERMATE ( � Q °` w =NI-1 1` STRAIGHT FLASHING co Q °o �., 1 . 1 PI 26 GAUGE BAKED I I ti5 .^o W ENAMEL COIL STOCK 24 , CONT. INSECT J �o !A FLASHING CENTERED I SCREEN Z w i- N ° u STEP 1) %IW///I/// >- - X Z I BEHIND SIDING JOINT. - L I o w w 0 1 PLACE WEATHER RESISTIVE BARRIER APRON WITH U CUT; FIT ( = I t .... Q u COLOR TO MATCH TIGHT AROUNID PENETRATION; SEAL TO SHEATHING W/ '' ~ N �- A SIDING COLOR 16 z POLYURETHAINE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) _ ° J PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO '` ....,,,,:iii' m ///// PENETRATION; OVERLAP BOTTOM APRON BY 4 ATTACH WITH A FEW T 1 ///, , // STAPLES 1 1 1 - =BUTT JOINT DO NOT c4 3 3 / / _ OM/ /j/// // _ SECTION VIEW / / • ELEVATION VIEW / / /// //. r / i I 3'° EXPOSED BEAM PER STRUCTURAL h ..- LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE _ 16" z FEASIBLE. IF SIDING BUTT OCCURS OFF STUD STEP 2) PROVIDE 12"LENGHT OF BATTEN MATERIAL BEHIND PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT 24" WALL FRAMING PER STRUCT. INSULATION,VAPOR BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. 1"SS SCREWS ABOVE AND BELOW SIDING COURSE. &ATTACH W/A FEW STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& I AROUND PENETRATION OVERLAPPING LOWER SECTION OF WEATHER ] A4 LAP SIDING BUTT JOINT FLASHING A2 U BIB FLASHING SEQUENCE RESISTIVE BARRIER A MIN. OF 4" Al BEAM TO WALL WP-3"03` SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: I I / / / CORROSION RESISTANT VENT WITH / 1 - SCREEN, 1/4" MESH / HARDIE PLANK LAP SIDING 0/BATTENS WEATHER RESISTIVE BARRIER; LAP O/VERT" LEG OF HEAD FLASHING& i I 101*%04i SEAL WEATHERMATE STRAIGHT / FLASHING TAPE � /Alt JAMSILL SET IN COMPATIBLE I•144 �4" NON-SKINNING BUTYL SEALANT SEALANT r— WEATHERMATE • d \ STRAIGHT FLASHING /, 1-1/4" t?!.NAILING FLANGE 0/FLASHING I STARTER STRIP SADDLE MATERIAL 0/BUILDING PAPER :�� 24 GA. PRE-FINISHED G-90 : •SL iWU� GALV. METAL HEAD FLASHING _.....____STEP 4) I L to 1._ INSTALL UPPER PIECE OF WEATHER RESISTIVE 5/4 X 6 WOOD HEAD TRIM SPF BACK PRIME \ ■► / STEP 1) %2"GAP )))0 BARRIER OVER UPPER SADDLE FLASHING AND ( } i10°.14'.:STEP 2) STEP 3) ALL CUT EDGES INSTALL BARK SIDE OUT I DATE ISSUE PLACE WEATHER RESISTIVE BARRIER APRON A ADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, AROUND HSS BEAM PENETRATION FASTEN W/(2) 16d GALV NAILS @ EACH EXPANDING FOAM P' W NO. D S WITH'U'CUT; FIT TIGHT AROUND HSS BEAM; INSTALL S OVERLAPPING LOWER SECTION OF WEATHER TAPE BTWN METAL SEAL TO SHEATHING W/POLYURETHANE BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. RESISTIVE BARRIER A MIN. OF 4" STUD; SET TO FLUSH SEAL AND PAINT FLASHING&TRIM 1 07.27.10 FOR BID „ BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN ;, I SEALANT EXTEND 12 BELOW PENETRATION ROD&SEALANT BETWEEN BEAM&SADDLE SADDLE& BEAM SPF TRIM PER ARCH BACK •.. BACKER ROD '•'•'•• LAP SIDING PRIME CUT EDGES :..-.1:":. .... .................. &SEALANT :::::::... COUNTERSIN71126 X 3" I 4 °. FASTENERS "OC 0 . . i::.: SADDLE :::::::::::::" :"::::::::::•:••• WEATHER RESISTIVE 2.�•"". • ... . .. . A , i___ BARRIER �.. GABLE END TRUSS • .. . .. „..... ,„., :.:.:.:.:.:. k • 4„ NOTE: 1 REFER TO WP 4"00 SEQUENCE AND A1, B1, Cl 1" ----T/ ----- ---Y---XI' I Ef ,,,r • MIN WP 4.01 FOR OPENING FLASHING AND I / INSTALLATION REQUIREMENTS. / 63 SADDLE FLASHING @ BEAM B2 SILL @ VENT B1 BEAM @ PORCH ��_ � �� WP-3.03 WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1-0"-0 ARCH REF: SCALE: 3"=11-0" ARCH REF: -0 as u Cn ° > LJJ L LI Q WOOD POST W/CB Et 2 - ' cc BASE PER 0 STRUCTURAL I U 0 .. DRAWINGS fV _ CO FRAMED WALL W Z (� 2-PIECE CORROSION CORNER O W 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER 0) COUNTER FLASHING FLASHING SPF TRIM PER V �- '`6,1, ARCH T 2 0 2 TURN DOWN EDGE OF FLASHING '` 6" F-- cu INTO SAWCUT AT BEAM ON ALL 4 6� TURN DOWN EDGE OF FLASHING �� EPDM GASKET �/� SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 3" W (f) ___,,{ SIDES, SET IN SEALANT EXPOSED WOOD EXPOSED WOOD °.''1 4 1 BEAM�� <-2 BEAM - . 2 4 / .I /-Y-- �∎ 2" a a f' CONCRETE FOOTING ` ' /',� MIN PER STRUCTURAL A D z FOR BID. , i I '`r / ° • .6 � 00 a J GRADE i "r I ° a DRAWN BY JL SH JR 4„ ° Q CHECKED BY: CRM LAP COUNTER FLASHING MIN 2"OVER BASE a I SCALE: AS NOTED FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE FASTEN WITH CLOSED END RIVETS LAP COUNTER FLASHING MIN a 2"OVER BASE FLASHING a o FULLY SOLDERED SS original sheet size 24 x 36 BASE FLASHING CORROSION RESISTANT ' a a � BASE FLASHING a FLUSH CONDITION PROJECT NO: XX.XXXXX FRAMED WALL CORNER SHEET NAME: CLADDING WP DETAILS CORNER CONDITION SHEET NO: C1\ POST BASE DETAIL C3 BEAM FLASHING "VP„ " SCALE: 3" 1'-0” ARCH REF: 3.03 WP-3"00 SCALE: 3 -1 -0 ARCH REF: WEATHER RESISTIVE BARRIER 0/QUICK LAP SIDING 0/VERT. BATTENS SEAL ALL PENETRATIONS. PROVIDE SELF ADHESIVE EPDM FLASHING FLASH PANEL Op AT ALL CONNECTIONS. FABRICATOR TO VERIFY CODE COMPLIANCE FOR z WEATHER RESISTIVE BARRIER ALL CONNECTORS AND ATTACHMENTS. 24 GA. PRE-FINISHED HEAD FLASHING; ATTACH RAIL TO WALL IN PRE-DRILLED HOLES FILLED WITH NON SKINNING Lll QUICK FLASH PANEL FASTEN @ 16"OC z BUTYL,THROUGH TO SOLID BACKING. MOUNT OVER SELF ADHESIVE EPDM 0 FLASHING THAT IS LAPPED INTO BUILDING PAPER. U SELF-ADHERED EPDM FLASHING � $ - z o O,e� .J WEATHERMATE ' FRAMING AND INSULATION p BUTYL SEALANT '' PER ARCH o °C STRAIGHT FLASHING �'� 27"je: -4; d- L =IaI.i o L I LAP SIDING Q o ^ _ �WOOD RAILING / Z�,�, '. WEATHER RESISTIVE BARRIER o o ~.. W W Q U`, / 2X4 SPF PRE PRIMED TRIM cn I- N r" BUTYL SEALANT HOT DIPPED GALVANIZED di BACK PRIME CUT ENDS II I ANCHOR'S PER STRUCTURAL o LOIN I •� HOT DIP GALVANIZED ANCHOR'S m QUICK FLASH PANEL I" PER STRUCTURAL FASTEN INTO •:,::::. :::::, „...::::.-::,-„,. ) I �.� .•-p_— PRE-DRILLED HOLES FILLED WITH "`��u i ph.... NON SKINNING BUTYL \ \� ,� o�-°-moo :: ! I�', \ TOP RAIL ABOVESEE DETAIL A2/WP 3.04 FOR ADDITIONAL plaww. :,:. 4 -�,I o� NOTES: INFORMATION • WOOD RAILING&ANCHORAGE REWUIREMENTS PER STRUCTURAL SELF ADHESIVE EPDM FLASHING 0, 0 ENGINEER ' o _ • SEAL ALL PENETRATIONS; PROVIDE SELF-ADHERED EPDM 1 PART POLYURETHANE PLAN VIEW o -_o FLASHING AT ALL CONNECTIONS; FABRICATOR TO VERIFY CODE SEALANT COMPLIANCE FOR ALL CONNECTORS&ATTACHMENTS. NOTE: • ATTACH RAIL TO WALL IN PRE-DRILLED HOLES THROUGH SOLD SOLID BLOCKING PER WHEN PENETRATION IS GREATER THAN BACKING; FILL HOLES W/NON-SKINNING BUTYL SEALANT;. MOUNT STRUCTURAL WRAP WRB AT OUTSIDE CORNER 413, USE EPDM FLASHING; SEE DETAIL OVER SELF-ADHERED EPDM FLASHING THAT IS LAPPED INTO WEATHER RESISTIVE BARRIER PER DETAIL Al I WP 3.02 A2/WP3.02 BUILDING PAPER. DETAIL A3 QUICK FLASH PANEL A2 WATERPROOFING @ RAILING ATTACHMENT 2 ROOFING @RAILING ATTACHMENT 1 C-A-z- -3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: CO WP-3.04 SCALE: 3"=1'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID B4 DETAIL B3 DETAIL B2 DETAIL B1 DETAIL WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: I WP-3.04 SCALE: 3"=l'-0" ARCH REF: as WC� °�, > W W Q fe. 2 E. -C LI- 00 a, 50 0! = M (n r W Z o W ca 2 _c u) L._.2) O D 1--- a, C0 cn (- 1 FOR BID ... ....) ("" DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: XX.XXXXX SHEET NAME: CLADDING WP DETAILS SHEET NO: C4 DETAIL r-C--3 , DETAIL C2 DETAIL C1 DETAIL WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 �� \/VP SCALE: 3 -1 0 ,ARCH REF: WP 3SCALE: 3 -1 0 ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: 3.04 1 LAP WEATHERMATE PLUS 6"AT z HORIZONTAL SEAMS. \,, WI o ...:::.::................ z c::. : I= u Lu _ o l7\ \ cr=i QO p w \ � COVER ROUGH OPENING \ � u.i �' � � �Elm l COMPLETELY WITH WEATHERMATE I \ .2 w FJ- ° u SLICE WEATHERMATE PLUS IN PLUS BY DOW; SECURE W/1 CROWN ( o w w Q v.'1?..ell>mmCCD Ib ROUGH OPENING DOWN THE STAPLES PER DOW CO cn CENTER OF ROUGH OPENING z WRAP DOW AND AT THE HEAD AND SILL f 'r WEATHERMATE PLUS; I f m STAPLE 6"OC I I r ��® r i f. EXTEND CUT HORIZONTALLY 4" \ '± EACH SIDE OF THE WINDOW INSTALL PER MANUFACTURER'S PUBLISHED JAMB AT THE SILL - INSTALLATION RECOMMENDATIONS \ � INSTALL ASSEMLBED JAMSILL; NOTE:ALL CUTS, SLITS, PUNCTURES OR SET IN ABS COMPATIBLE NON BREACHES OF ANY KIND IN THE CONTINOUS SKINNING BUTYL SEALANT SEE WEATHERMATE PLUS WEATHER RESISTIVE C3/WP 4.00 FOR ASSEMBLY BARRIER SHALL BE FULLY SEALED WITH PER PULTE GROUP DESIGN GUIDE WEATHERMATE TAPE IN STRICT ADHERANCE WITH MANUFACTURES PUBLISHED INSTRUCTIONS A4 DOW WEATHERMATE FLASHING SEQUENCE- STEP 4 A3 DOW WEATHERIMATE FLASHING SEQUENCE-STEP 3 A2 DOW WEATHERMATE FLASHING SEQUENCE- STEP 2 Al DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 WP-4.00 SCALE: NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: FLASH WINDOWS NAIL FLANGES W/WEATHERMATE STRAIGHT FLASHING LEAVE BOTTOM OF PEAL BACK HEAD SECTION OF CUT 45° SLIT AT UPPER CORNERS OF WEATHERMATE PLUS LAP WEATHER MATE TO ALLOW FOR D NOT SEAL OVER FASTEN FLANGES HEAD I FLASHING ABOVE WINDOW RIM LOOSE, 0 O S O PER WINDOW \ WINDOW INSTALLATION WITH HEAD FLANGE TAPE MANUFACTURER \ REFERENCE OPENING HEAD DETAILS REQUIREMENTS \ \` lirtik , STAPLE 6"OC USING STAPLES WITH 1" CROWN PER MANUFACTURERS \ INSTALL WINDOW; SET \ APPLY SEALANT AT JAMBS AND HEAD RECOMMENDATIONS HEAD&JAMB FLANGES IN (DOW C920 WINDOW AND DOOR) I DO NOT OVER FASTEN \'\ FULL BED OF DOW 1000 WINDOW AND DOOR I SEALANT ill IlH WRAP FLAPS INTO ROUGH OPENING TO LAP OVER PEAL BACK HEAD SECTION OF END DAMS OF JAMSILL WEATHER MATE TO ALLOW FOR { I . WINDOW INSTALLATION I \ I ' I � ' I 4 411111411111111111116'46'*1 1 NO. DATE 07.27.10 FOR BID ISSUE All.11166_ APPLY WEATHERMATE CONSTRUCTION TAPE AT SLITS 0 MADE TO INSTALL JAMBSILL CORNERS NOTE NO SEALANT @SILL B4 DOW WEATHERMATE FLASHING SEQUENCE- STEP 8 B3 DOW WEATHERIMATE FLASHING SEQUENCE- STEP 7 B2 DOW WEATHERMATE FLASHING SEQUENCE- STEP 6 B1 DOW WEATHERMATE FLASHING SEQUENCE- STEP 5 WP-4.00 SCALE: NTS ARCH REF: - WP-4.00 SCALE: NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: 73 CD SLOPIED in (f) O a) WEEP AREA PRE MEASURE D CENTER SECTION W u Q SEAL BASE OF WEATHERMATE PLUS f1 2 L' iI OVERLAP TO BACK OF U El6 O 1 L. WINDOW/TRIM HEAD FLASHING ® �, � -- APPLY ABS SEAL SLITS IN WEATHERMATE PEEL BACK TOP LAP \ W Z w (ID c.� CONSTRUCTION TAPE AT END DAMS WEiiiIfI ME LUAT D M SG E SL ND IT CT FPVC CEMENT PER CEMENT S P H HD HD D LL G TRIM PRIOR TO INSTALLING IN OPENING Atl ORII FOR BID �.. _1 I" 1 I DRAWN BY: JL SH JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 2 PROJECT NO: XX.XXXXX SHEET NAME: WINDOW WRAP SEQUENCE SHEET NO: C4 JAMSILL ISO C3 JAMSILL ISO C2 DOW WEATHERMATE FLASHING SEQUENCE- STEP 10 Cl DOW WEATHERMATE FLASHING SEQUENCE- STEP 9 WP-4.00 SCALE: NTS ARCH REF: \ WP-4.00 SCALE: NTS ARCH REF: WP 4.00 SCALE: NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: \NP 4.00 LAP WEATHERMATE 6"AT HORIZONTAL SEAMS. o 1.11 a , , , ,, Zo COVER ROUGH OPENING Q SLIP JAMB SILL SIDE \ \ Q ,,,FLANGE BEHIND COMPLETELY WITH 0 0 WEATHERMATE BY DOW ^ oc w WEATHERMATE WRB w w .o 1 SECURE W/PLASTIC HEAD W i ° u SLICE WEATHERMATE IN CAP NAILS PER DETAIL >:<:<:>. � Q w X Z ROUGH OPENING DOWN THE A2/1/1/P3.01 o w w Q CENTER OF ROUGH OPENING 1 <;; oo cn t- LL f z AND AT THE HEAD AND SILL I - f o f 1 II 1 I I INSTALL EPDM I AT SILL it \oOs ` \ INSTALL PER MANUFACTURER'S PUBLISHED I . INSTALLATION RECOMMENDATIONS \ INSTALL ASSEMLBED Ill% PER PULTE GROUP NOTE:ALL CUTS, SLITS, PUNCTURES OR JAMSILL; SET IN ABS DESIGN GUIDE BREACHES OF ANY KIND IN THE CONTINOUS COMPATIBLE NON WEATHERMATE WEATHER RESISTIVE SKINNING BUTYL BARRIER SHALL BE FULLY SEALED WITH SEALANT SEE C3/ \, \ WEATHERMATE TAPE IN STRICT ADHERANCE WP 4.00 FOR WITH MANUFACTURES PUBLISHED ASSEMBLY INSTRUCTIONS i—i-\--4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 4 A3 DOW WEATHERIMATE DOOR FLASHING SEQUENCE-STEP 3 A2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 2 1 Al DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 1 WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: / FASTEN TAPE TO 4VERTICAL"STRIP OF FLASHING BACKSIDE OF INSTALL DOOR, REMOVE j ■REMAINING RELEASE BRICKMOLD TO ACT AS A FLANGE FILM FROM JAMB \ \ BEFORE INSTALLING DOOR FLASHING TAPE \ \ � ASURE MF_ AND SLIT \ \ WEATHERMATE FLAP TO STAPLE 6"OC W/1"CROWN �\ INSTALL SECOND PIECE ALLOW FOR HEAD FLASHING %1144,OF 4 FLASHING TO SEAL DO NOT OVER FASTEN TO WEATHERMATE BACK LEG, HEAD FLASHING TO EXTEND FULL WITH OF DESIGN GUIDE DOOR FRAME AND TRIM I j PER PULTE GROUP WRAP FLAPS INTO ROUGH OPENING TO LAP OVER % % PER PULTE GROUP END DAMS OF JAMSILL , 1 ! DESIGN GUIDE NO DATE ISSUE j 1 07.27.10 FOR BID % j DOOR FRAME iii W/INTEGRAL \ \ ; AA= BRICKMOLD j \ JAMB ,,z j \ FLASHING • • 4 6..6. - - - \ i \. 4" STICKY SIDE, PARTIALLY REMOVE RELEASE FILM, LEAVE REMAINDER IN PLACE UNTIL WRB IS INSTALLED B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 B3 DOW WEATHERIMATE DOOR FLASHING SEQUENCE-STEP 7 B2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 6 B1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: CU W u) � > W W Q 2 1 _c U w ® 4, '-' O Cr)i: W Z o W Ca FOLD DOWN FLAP OF \ \ \` C 5 _c co .CD WEATHER MATE AND 7, \ (/)\ e \ \ G ® � 2 TAPE SLIT SEAMS Vii;;%`\ ' \ \ : BEAD OF SEALANT WHERE � 'i //// % BRICK MOLD MEETS S I— c6 INSTALL HEAD % SHEATHING AT HEAD gym.;,,\ INSTALL 4 FLASHING TAPE % % vl ''� %///// FLASHING UNDER FLAP \ \_ °•�1/ OVER FLASHING TAPE WEATHERMATE // OF WEATHERMATE � TO BACK LEG OF HEAD ''////i��oll,' � /j��% � FLASHING % \ /� INSTALL EXPANDING j FOAM TAPE OVER % . BRICKMOLD PRIOR TO 0 O 0 SETTING HEAD � � % j% 1 FLASHING % %� FOR B 9 I , 1 1 c" DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 . PROJECT NO: XX.XXXXX _} \. SHEET NAME: WINDOW WP DETAILS SHEET NO: C4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 12 C3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 11 C2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 10 C1 ` DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 9 WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01/ SCALE: NTS ARCH REF: VVP 4.01 WALL FRAMING PER WALL FRAMING PER STRUCT. STRUCT. INSULATION, WALL FRAMING, PER STRUCT, INSULATION, INSULATION, SHEATHING PER STRUCTURAL VAPOR BARRIER, VAPOR BARRIER, INTERIOR FINISH EXTERIOR SHEATHING VAPOR BARRIER, / INTERIOR FINISH MATERIALS PER ARCH / 'INTERIOR FINISH OPT WEATHERMATE LAP SEAMS AT MATERIALS PER ARCH. EXTERIOR SHEATHING PER ARCH WEATHER RESISTIVE BARRIER;WEATHER RESISTIVE BARRIER; f LAP SEAMS WINDOW HEAD z MATERIALS PER OPENING HEAD @ 0 ARCH. WEATHERM ATE LAP SEAMS LAP SEAMS AT WINDOW HEAD WEATHERMATE STRAIGHT 'iiii)-"--- / WEATHERMATE 4"STRAIGHT FLASHING LAPPED OVER METAL ' AT OPENING HEAD FIBER CEMENT PANEL O/BATTENS- z 1 0 WEATHERMATE STRAIGHT �I - / FLASHING I / �I o 0 LAP SIDING W/STARTER FLASHING LAPPED OVER II N BAR ON VERT. BATTENS / METAL FLASHING I`I 1 WEATHERMATE STRAIGHT FLASHING 24 GA. PRE-FINISHED METAL d- p z \ ': `:. '; ISI I LAPPED OVER METAL FLASHING HEAD FLASHING FASTEN 16"OC - U/ i co / ( W i STARTER STRIP d' / 24 GA. BAKED ENAMEL METAL ll o ` y HEAD FLASHING; FASTEN 16" ill�, / ' °- '�G, S OC LAP SIDING W/STARTER _ 1 24 GA. PRE-FINISHED METAL I W _ Q °' EATHERMATE STRAIGHT FLASHING II HORIZONTAL BATTEN; REF Al /WP 3.00 FOR STRIP 0/VERT. BATTENS > ° Z w ��.\\ HEAD FLASHING; FASTEN 16" / I LAPPED OVER METAL FLASHING `I ADDITIONAL INFORMATION _ * �- w ?` OC / STARTER STRIP I ''' °� : : 1 4JNLInhI I s.._. L>2(71, IJ o o w I EXPANDING FOAM TAPE SIZE PER ', / ` EXTERIOR SHEATHING l `�'0 SEALNT PER PULTE DESIGN STANDARD / \ GAP BETWEEN TRIM & METAL w w X• Ai 24 GA. PRE-FINI HED Q EXPANDING FOAM TAPE BELOW / S HEAD FLASHING, /„FLASHING. SIZE TO FORM AIR SEAL FASTEN 16 OC / PRE-PRIMED SPF TRIM PER ARCH BETWEEN TRIM AND METAL / EXPANDING FOAM TAPE BELOW PRIME CUT ENDS IN FIELD FASTEN "r. <' 1� .:f :. W/16d HOT DIPPED GALV NAILS '::<.:..: m I FLASHING. SIZE i . :,..::::... S G S ZE TO FORM AIR SEAL ` \ EXPANDING FOAM TAPE BELOW / / BETWEEN TRIM AND METAL I FLASHING. SIZE TO SEAL GAP "' I"�'�' 16” 5 S S GA �o W/FINISH HEAD @ 16 OC, SET,� /4 x 6 WOOD HEAD TRIM / � \\\ -� / (SPF) FULLY PRIMED I I !I! 11 BETWEEN TRIM AND METAL III SEAL,AND PAINT PER ARCH. w. } - DOOR FRAME WITH INTEGRAL �� i_� BRICK MOLD PER ARCH. -- i ASTM C920 CLASS 25 == �� I SILICONE SEALANT 0/ FULLY PRIMED 4 �S - SEALANT DOW WINDOW j• SEAL W/1 PART 1 CLOSED CELL BACKER ROD WOOD STOP PERIr AND DOOR 1000 POLYURETHANE I ARCH. LOW PRESSURE SPRAY I rla I ASTM C920 CLASS 25 SEALANT DOW FOAM SEALER II , VINYL WINDOW WINDOW AND DOOR 1000 DOOR&TRACK SWING DOOR LOW PRESSURE SPRAY PER ARCH FOAM SEALER 4„ \ 1......1 4" INTERIOR MP NENT CO 0 S PER ARCH. 110° 10° 110° SPLICE ONLY @ RUNS > 10 FEET REFERENCE Al WP-4.02 FOR HEAD REFERENCE Al WP-4.02 FOR HEAD 1 REFERENCE Al WP-4.02 FOR HEAD FLASHING SPLICE ' FLASHING SPLICE - FLASHING SPLICE - CUT HEM BACK AT /�� 4 JOINT TO ENSURE /„ �„ ,�� TIGHT FIT A GARAGE DOOR HEAD A3 SWING DOOR HEAD CD FIBER CEMENT PANEL SIDING HEAD Al LAP SIDING HEAD 4 SCALE: 3"=1'-0" ARCH REF: WP-4.0 SCALE: 3"=1'-0" ARCH REF: SCALE: 3"=I-0" ARCH REF: WP-4.0 SCALE: 3"=1-0" ARCH REF: VINYL WINDOW 051 QUAD ADVANCED FORMULA SEALANT FILLET BEAD SILICONE SEALANT 0/ CONTINOUS FOLLOWING LAP CLOSED CELL BACKER ROD PROFILE SCHEDULED GARAGE DOOR FRAME WITH INTEGRAL SPF TRIM PER ARCH FASTEN WITH 16d STRAIGHT HOT DIPPED GALV NAILS W/FINISH DOOR&TRACK BRICK MOLD PER ARCH. WEATHERMATE STRAIGHT WEATHERMATE FLASHING FLASHING HEADS © 16"OC, SET, SEAL AND PAINT BATTEN PER ARCH. 7 2 x 4 TRIM SPF TRIM PER ARCH FASTEN WITH 16d WEATHERMATE _ T / JAMB FLASHING HOT DIPPED GALV NAILS W/FINISH SILICONE SEALANT 0/ HEADS© 16"OC, SET, SEAL AND PAINT BATTEN CLOSED CELL BACKER ROD 0: 1 WEATHERMIATE PER ARCH. , j T 2 x 6 WALL FRAMING 051 QUAD ADVANCED FORMULA SIDING 3„ VINYL WINDOW FIBER CEMENT PANEL 16 ip If ____.....BATTEN FIBER CEMENT PANEL r 4.1*' .________ BATTEN -- ��_� WEATHER MATE WEATHER a E. 2 x 10 JAMB; CUT TO FIT 3„ � • _- RESISTIVE BARRIER 16 P/y��`�/JI�AVA�� 1 ASTM C920 CLASS 25 �M � \ ,� ��' SEALANT DOW WINDOW .9 � , , ',�� AND DOOR 1000 -" ��°�0�� 1"_ "� _ NO. DATE ISSUE -4 X 4 WOOD TRIM %/�/////////////// ---_-, --—■------- / DOW RIGHT STUFF LOW PRESSURE %%%////%//// /. .I VA --——------- — 1� ASTM C920 CLASS 25 1 07.27.10 FOR BID %will, SEALANT DOW WINDOW 1 FOR WINDOWS INSTALRLATTIONS AND D SWING AND DOOR 1000 APPROVED BY WINDOW DOOR MANUFACTURER SIDING PER PLAN DOW RIGHT STUFF LOW PRESSURE SPRAY FOAM SEALER FORMULATED FOR WINDOW INSTALLATIONS AND PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT /.11.1& ili _11.._ 1 APPROVED BY WINDOW WALL FRAMING PER PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 MANUFACTURER STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER VAPOR BARRIER, STRUCT. INSULATION, INTERIOR FINISH VAPOR BARRIER, MATERIALS PER ARCH. INTERIOR FINISH WALL FRAMING AND SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR PROVIDED BY STRUCTURAL FRAMING REF Al 1 WP 3.00 BARRIER, INTERIOR FINISH FOR ADDITIONAL INFORMATION MAT IALS PER ARCH. B4 GARAGE JAMB DETAIL B3 SWING DOOR JAMB B2 FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB WP-4.0 "- i SCALE: 3 -1 -0 ARCH REF: WP-4.0 SCALE: 3"=11-0" .ARCH REF: WP-4.0 SCALE: 3"=V-0" ARCH REF: WP-4.0 SCALE: 3"=1'-0" ARCH REF: -0 R3 4:IlM V.I.F. W VINYL WINDOW PER ARCH. WINDOW PER ARCH Et 2 12 FASTEN FLANGE PER U O " ' 0 BEAD OF SILICONE SEALANT MANUFACTURERS .. /2„ JAMSILL SILL PAN INSTRUCTIONS L.L. I ys CORROSION RESISTANT JAMSILL SILL PAN JAMSIL, INSTALL PER W Z ° W c, 'i.F THRESHOLD; SET IN TOE EPDM SILL SEALER EXTEND TO O BEAD OF SEALANT r�� BASE OF TRIM C3/C4 WP 4.00 .e cm SEALANT AND CLOSED G (�1 t 1:?...0 4" 24 GA. FULLY SOLDERED ( CELL BACKER ROD SEALANT AND CLOSED 2 0 c -0 DOOR THRESHOLD U> CELL BACKER ROD S/S SILL PAN II _ �`� � ASTM C920 CLASS 25 SEALANT ��^^ ai ' �� - DOW WI N DOW AN D DOOR 1000 ��=�� c l 22 GA. S/S FLASHING 1�� -� ,��, --�-� It. SET JAMSILL IN ABS COMPATIBLE NON 01 SPF TRIM PER ARCH FASTEN WITH 16d - • - - •- - U`1 SKINNING BUTYL f � ( -�/I �__- HOT DIPPED GALV NAILS W/FINISH � ll'' � i ® HEADS @ 16"OC, SET, SEAL AND PAINT SPF TRIM PER ARCH FASTEN WITH 16d 1"MIN PER ARCH. HOT DIPPED GALV NAILS W/FINISH 4 �� HORIZONTAL BATTEN PROVIDE SOLID BLOCKING AT �� HEADS @ 16"OC, SET, SEAL AND PAINT D S/S 16"x 2*'"POWERS SPIKE �� PER ARCH.a , PANEL EDGES IF NOT PROVIDED BY STRUCTURAL O D @ 6 O.C. STAGGERED; Z xx I FRAMING REF Al /WP 3.00 FOR ADDITIONAL FASTEN INTO PRE-DRILLED � SILL FLASHING WRAP FROM c 30 MIL BUTYL BACKED O I a ' I INFORMATION 1 O R B I d�,� H LE W/ IKA EL T E _ / WEATHERMATE WEATHER RESISTIVE EPDM FLASHING IA - J- 0 S S AS OM R - WEATHERMATE WEATHER BARRIER ) O + 711 NON-SKINNING BUTYL RESISTIVE BARRIER J a J GASKET I I LAP SIDING W/MODERATE CONTACT / O D j I EXTERIOR SHEATHING TO SILL TRIM r ---. c N z DRAWN BY: JL, SH, JR BATTENS / BATTENS f eMIMMNIIIIIIIIIIkl li CHECKED BY: CRM DECKIN, JOISTS& T I 1-ww.- WEATHERMATE HANGERS AND LEDGER I/ PER STRUCT. 4 4 I�I I FIBER CEMENT PANEL SCALE: AS NOTED ri EXTERIOR SHEATHING ''''! 0 A original sheet size 24 x 36 WEATHER RESISTIVE BARRIER / - A A \ WALL FRAMING AND SHEATHING PROJECT NO: XX.XXXXX LAP SIDING O/VERT. BATTENS � CONCRETE PER STRUCTURAL PER STRUCT. INSULATION,VAPOR WALL FRAMING AND SHEATHING I ' • BARRIER, INTERIOR FINISH MATERIALS PER ARCH. SHEET NAME: PER STRUCT. INSULATION,VAPOR BARRIER, INTERIOR FINISH WINDOW WP DETAILS MATERIALS PER ARCH. /,-\ SHEET NO: C4 DECK THRESHOLD �1/ C3 DOOR THRESHOLD C2 FIBER CEMENT PANEL SIDING SILL C1 LAP SIDING SILL WP-4.0 SCALE: 3"=1'-0" ARCH REF: WP-4.0 SCALE: 3"=l'-0" ARCH REF: WP-4.0 SCALE: 3"=l'-0" ARCH REF: WP-4.0 4. 02 SCALE: 3"=1'-0" ARCH REF: V _____.) 1 LEAD CAP OR OPTIONAL LEAD PIPE FLASHING TURNED DOWN 24" MIN. RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR INTO SOIL STACK 1" PLUMBING VENT PIPE �� -I' USE PRE-FORMED RIDGE SHINGLES FROM MANUF. (DO NOT BLOCK I.D. OF PIPE) (SOIL STACK) FASTEN METAL W/#10 X 1"PANCAKE HEAD TYPE'A' SCREWS, MIN. 12" O.C. DOUBLE HOT DIPPED 0 PIPE PENETRATION; INTO PRE-PUNCHED 9/32"OVAL HOLES GALVANIZED NAILS z EXTEND METAL FLASHING BEYOND PENETRATION 4" / SET BASE IN MASTIC a LAP VALLEY METAL 8" MIN. & - °- TYP.) IN ALL DIRECTIONS \e'l ON UNDERLAYMENT APPP-.... ., ., < Iri \(TYP.) FASTEN ONLYTHE BOTTOM JO • SET IN TWO BEADS INSTALL RIDGE SHINGLES TO SELF-SEAL : ' SELF ADHESIVE MEMBRANE J LAPPED VALLEY METAL. SEE POLYURETHANE SEALANT WITH UNDERLAYING RIDGE SHINGLE — `-VALLEY METAL SECTION BELOW ' BACKER PLATE SOLDERED :.•.-... S , i o OR SEALED TO RIDGE N - METAL VALLEY FLASHING W/ "' d- 0 z \/° TO CLOSE GAP. t_- �. COMPOSITION UNDERLAYMENT TO EXTEND �� _ - FLASHING ao • .. CENTER RIDGE UNDERLAYMENT; ASPHALT SHINGLESONTO VALLEY METAL FLASHING& ti AI o. _ � . � ,,, .;,.., .,�.�. LAP EACH ROOF PLANE ° SEALED W/MASTIC N N N° LAYER OVER RIDGE SEAL PIN HOLE _>a Q _�� ` : ; FULL SHEET OF SELF-ADHERED EXTEND UNDERLAYMENT ceu �� .. MEMBRANE OF SHAKE FELT IN \ TO TOP OF STEP ,°� ,,; CC in I:: F __.VA - COUNTERFLASHING W/D4\#$ % WRB AND CLADDING TO• RUN DOWN OVER SHINGLE f �� CLOSED END RIVETS ''' -»,IN R @ 45° ! '% �COUNTRFLASH WITH t,i EFR. `` ON STRIP OFSAMB DED PREFABRICATED SET I € STARTER SHINGLE TO BE EVEN TO SUBSTRATE ;;:;,;:;;:;;:<:::-..r' Vii N FULL FLASHING COLLAR; W/'T' MTL EAVE FLASHING PLYWOOD •� SEAL PIPE TO BED OF MASTIC ff .. FLANGE CONNECTION • >' iiil 4- ' , PREFABRICATED ,JL ��METAL FLASHING PIPE PENETRATION NOTE: ,ii■• •■ ' wit'Z STORM COLLAR ASPHALT SHINGLES WHERE VALLEY MTL IS S S GLES NAILED, STRIP EDGES W/ II°S Atop HIP FASTENING SIMILAR � , UNDERLAYMENT — —I U® ®�r ill MIN. 4"STRIP OF S.A.M. ` CUT OFF SHINGLES AT AN OR WEBBING&MASTIC;. — .∎.- // DO NOT NAIL WITHIN 6" ANGLE FROM EACH TAB METAL FLASHING WITH .jj///// OF CENTERLINE. STORM COLLAR /ii SEAL FLANGE TO CUTTING RIDGE SHINGLES UNDERLAYMENT W/ FROM 3-TAB SHINGLES A4 SOIL STACK PENETRATION SELF-ADHERED MEMBRANE A3 OPEN VALLEY FLASHING A2 RIDGE- NON VENTED Al RIDGE MEETS UPPER WALL WP-5.02 SCALE: 3"=l'-0" ARCH REF: WP-5.0 SCALE: 3"=1'-0" ARCH REF: WP-5.0 SCALE: 3"=l'-0" ARCH REF: WP-5.0 SCALE: 3"=1'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER VENT PER ARCH; ROOF VENT; ‘I\ DOUBLE HOT DIPPED OSB ROOF SHEATHING SET BASE IN MASTIC GALVANIZED ROOFING NAILS FASTEN THROUGH UPSLOPE METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE ("BLIND-NAIL")TO `` EDGE UNDER END TO CREATE SECURE VENT a TIGHT CONNECTION 4\ ''\ T1-11 SIDING W.R.B.TO LAP 0/ ``. ' /.\2 CONTINUE FLASHINGS MIN.2" � TRUSS TAILS r► UPSLOPE W/ I �l� 4• STEP FLASHING , yy�y SINGLE LAYER OF I %%474:414 UNDERLAYMENT ‘1\ \ `''�..,`, ?' 500mm STARTER STRIP 1 /‘ I .... , ? /7/ ' \ / 4 /.--r- s ,I , ..,1 MIN. ''��.� , 4-2 S/S CLOSED- I : .��, END RIVET I . r S „ '.��, ET I o 0 : .� . .�� DO NOT NAIL EXPOSED / �, I Opp SPIKE&FERRULE NO. DATE ISSUE ATTACHMENT SURFACE � I 6"MIN. �� ., �� 1 07.27.10 FOR BID UNDERLAYMENT �� #jj . 1K5EAM ;:;;:::::I:H F- 11111114 POLYURETHANE SEALANT \ 26 GA. GUTTER KICK-OUT FLASHING till NOTE:• COMPOSITION APRON FLASHING TO BE ASPHALT SHINGLES COUNTERFLASHED 3"MIN W/W.R.B. wo &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT B3 APRON FLASHING W/ KICKOUT B2 EAVE ADJACENT TO PROPERTY LINE B1 TYPICAL VENT PENETRATION WP-5.0 SCALE: 3"=l'-0" ARCH REF: WP-5.0 SCALE: 3"=1'-0" ARCH REF: WP-5.0 SCALE: 3"=1'-0" ARCH REF: .0 CD W C� W W Q c 2 o_ 0 0 al 45 O 0, Z co -� W Z `� 2 o W 0) U � � OC/) c: CD i FOR BID ..... _...) 1 c DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } PROJECT NO: XX.XXXXX SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02 • CD GENERAL: 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, METAL PLATE CONNECTED TRUSSES: W 1. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH"DESIGN ABBREVIATIONS SPECIFICATIONS,THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES",TPI-24 AS PUBLISHED BY THE TRUSS ARCHITECT/ENGINEER DESIGN TEAM,WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. AB ANCHOR BOLT HT HEIGHT 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH TOP CHORD =25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES 0 LCD = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS _ "Cr ANY WORK OR FABRICATION. BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG m 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS,TECHNIQUES,SEQUENCING,AND =5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD Z SAFETY REQUIRED FOR THE WORK. TOTAL LOAD =45 PSF+SELF WEIGHT APPROX APPROXIMATE MAX MAXIMUM Q CO 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND ARCH ARCHITECTURAL MB MACHINE BOLT TEMPORARY SHORING REQUIRED FOR THE WORK. NET UPLIFT(WIND) =5 PSF BBO BEAM BY OTHERS MECH MECHANICAL pu� 0 (/) 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS,SHOP DRAWINGS AND CALCULATIONS BEARING BO BY OTHERS MIN MINIMUM THE EXTENT SHOWN. THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF BP BASE PLATE MISC MISCELLANEOUS Cl) RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT w a 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE,AND METAL SEATS REQUIRED,AND SHALL BM BEAM NO OR# NUMBER LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL ^� REPRESENTATIVE OF ANY DISCREPANCIES. 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. Q. CENTERLINE NTS NOT TO SCALE O w 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. CLR CLEAR OC ON CENTERS FROM STRUCTURAL 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF COL COLUMN PCF POUNDS PER CUBIC FOOT Z 8. DO NOT SCALE INFORMA T ION FRQ S UC U RAL DRAWIN ' DRAWINGS. 2000 LBS.AND MINIMUM SIZE OF PLATES OF 3"X 5". 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS,SLOPES&RECESSES. CONC CONCRETE PLCS PLACES 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY It, PL PLATE � Q 0 DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT Z 1. 2006 INTERNATIONAL BUILDING CODE/2007 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH 2. ASCE 7-05 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED Z 0 3. ALL REFERENCE TO OTHER CODES AND STANDARDS(ACI,ASTM, ETC...)SHALL BE PER THE LATEST OR MOST CURRENT 1. ALL SAWN LUMBER SHALL BE S4S,GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING DIA, 0 DIAMETER R RADIUS w Q DIM DIMENSION RE{NF REINFORCING'D �n ®' EDITION AVAILABLE. GRADES: DWG DRAWING REQ REQUIRED 4. DESIGN LOADS: STUD,PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE DWL DOWEL RET W RETAINING WALL " CO ROOF(SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO.2 EA EACH REV REVISION -I FLOORS 40 PSF 6x BEAMS, POSTS =DF-L NO. 1 EF EACH FACE SCHED SCHEDULE WIND 100 MPH(EXPOSURE B),BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET SEISMIC DESIGN CATEGORY D1,SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR R=6.5, Ss=0.942, S1=0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND&3RD FLOOR POSTS,ALIGN &MATCH POST BELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS FOUNDATIONS: 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24"O.C.W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF @ 48"O.C.TYPICAL. ETC ET CETERA SQ SQUARE (f) 1. MAXIMUM DESIGN SOIL BEARING PRESSURE = 1500 PSF ASSUMED. 6. WALL STUDS WITH A HEIGHT GREATER THAN 10'-0"SHALL BE SPACED AT 12"O.C. EW EACH WAY STD STANDARD 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. 7. POSTS AT WINDOW AND DOOR OPENINGS SHALL BE(1)2x TRIMMER AND(1)2x KING, UNO. (E) EXISTING STIFF STIFFENER EXIST EXISTING STL STEEL 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL,OR CRUSHED ROCK. 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM STRUCT STRUCTURAL 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8"IN THICKNESS AND THOROUGHLY 9. (DB)DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. fc COMPRESSIVE STRENGTH T&B TOP&BOTTOM COMPACTED TO A DENSE, NON-YIELDING STATE. 10. REFER TO DETAIL 1/S7.0 FOR TOP PLATE SPLICE CONDITION. OF CONCRETE, PSI TOC TOP OF CONCRETE • 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95%OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED 11. REFER TO DETAIL 2/S7.0 FOR FRAMING OF TYPICAL OPENING. FCO FLOOR CLEANOUT TOS TOP OF STEEL PROCTOR. 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 1'-0"O.C. FD FLOOR DRAIN TS TUBE STEEL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6"BELOW FINAL GRADES. FDN FOUNDATION TYP TYPICAL 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0"HORIZONTAL T01'-0"VERTICAL PRESSURE TREATED (P.T.)LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE � �' � 1. MILD STEEL& UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES&HOLDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE r 0 _ STEPS. FS FAR SIDE VERT VERTICAL V `�' '� SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT c- ; P N 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. • OF THE SILL PLATE. FT FOOT OR FEET FTG FOOTING W OR WI WITH �Cfl ` "' x.) m 2. PROVIDE PRESSURE TREATED(P.T.)LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. Q) �"� : w ! "' CONCRETE(CAST IN PLACE): GA GAUGE d� u 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED 3. PROVIDE PRESSURE TREATED (P.T.)LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GALV GALVANIZED z -� COMPRESSIVE-CYLINDER STRENGTH OF 3000 PSI. . ; 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE - z . a 8 2. CONCRETE FORMS, MIXING, PLACING,AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST HGR HANGER EDITION AND SPECIFICATIONS. SHEATHING: HORZ HORIZONTAL I) : C 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HS HIGH STRENGTH 0 .CLI L HAVE A MAXIMUM SLUMP OF 4 INCHES. HSB HIGH STRENGTH BOLT . •3. CONCRETE SHALL _ ' ' 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: C� 0 .- ' - 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON A) ROOF SHEATHING =7/16"NOMINAL, INDEX 24/16 c I- B) 2ND FLOOR =3/4"NOMINAL, INDEX 48/24 = = g `�' •THE DRAWINGS. 3RD FLOOR =3/4"NOMINAL, INDEX 48/24 d < M REINFORCING STEEL: C) WALLS =7/16"NOMINAL, INDEX 24/16 - ='' 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END , M"4 ;:i % ,N ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. JOINTS SHALL BE STAGGERED.3. BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. 7st'.7:-,,:t.,,,r ' 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. :: .,,.,, Li 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. �. .i .. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. a < N 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL ._ a 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE,OIL, DIRT AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH NAILING AND FASTENERS: oucTua4 1. NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON"NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO s t ADEQUATE LAPS. 2006 IBC/2007 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION PRO,c 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. �5\ �GI NEF, BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. 2. POWER DRIVEN NAILS OTHER THAN"COMMON"IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 12 320 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL A) CONCRETE CAST AGAINST EARTH=3" BE HOT-DIP GALVANIZED. B)B CONCRETE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER= 1W 4. SHEATHING NAILING SHALL BE AS FOLLOWS: REGON e C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER A)ROOF SHEATHING= 8d AT 6"Q.C.AT ALL PANEL EDGES -401;.,-.-Lve4„,- SLABS,#11 BARS AND SMALLER=3/4" 8d AT 12"O.C.AT ALL INTERMEDIATE SUPPORTS " �� = 1 "#6 AND LARGER=2" = 6" J. E BEAMS AND COLUMNS / B}FLOOR SHEATHING 8d AT 6 O.C.AT ALL PANEL EDGES ----- 7. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND 8d AT 12"O.C.AT ALL INTERMEDIATE SUPPORTS EXPIRES 12-31-2011 SPACING TO HORIZONTAL REINFORCING. C)WALL SHEATHING= BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS SHALL BE 44 DIA.(24" MIN.)LAPS. 8. REINFORCEMENT SPLICES, SH ( } 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS(MB)CONFORMING TO ASTM A307. ALL BOLTS AND c:›9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE&TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. .0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. 10. REFER TO DETAILS 1/56.0&2lS6 6. JOIST HANGERS, HOEDOWNS,AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE U i = ' w I `v AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, M ¢ I i' M , U co U.N.O. I °" MANUFACTURED JOISTS: c 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD o I o 1. ROOF AND FLOOR FRAMING DESIGNATED"AS MANUFACTURED SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS, AND SHALL BE CONTACTED FOR DESIGN&DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK `l' MANUFACTURED BY OTHERS z I I Y CIAL INSPECTOR AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. c? I o I w SHALL BE SUPERVISED B A SPE � , � 2. ALL BEAMS DESIGNATED"PSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: ,� w I s 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2"DIAMETER X 10"LONG ANCHOR BOLTS WITH o I ° I o IA Fb=2,900 psi, Fv=328 psi, E=2.0 MILLION %4"x 3"x 3"PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4'-O"0.C.MAXIMUM AND WITHIN 1'-0"OF SILL PLATE I 1 i 3. ALL BEAMS DESIGNATED"LSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:F - ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. I i I 1 Fb=2325 psi, v 460 psi,Fv=460 E=1.55 MILLION ' I I ' SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER 4. IN HE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LE G E N D AN D SYMBOLS i I I I 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES I I NECESSARY FOR THE PROPER ERECTION&PERFORMANCE OF THEIR PRODUCT. I I 1 � IN STRICT ACCORDANCE WITH MAN MANUFACTURER'S INSTRUCTIONS I 6. TRUSJOIST TRUSSES&JOISTS SHALL BE ERECTED AND BRIDGED N STRIC U I I cn AND SPECIFICATIONS. I I I 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. + + BEARING WALL ELEVATION LETTER � 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: z I IZ FLOOR LIVE LOAD=40 PSF , , r- _ ..._._.. ! COI NON-BEARING WALL ©= ELEVATION VIEW I i i °_-I ROOF SNOW LOAD =25 PSF -.,_.____...________-_._._-.___..__ I I { I O 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL NW j Iwj UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS,AND OTHER CONCENTRATED LOADS PRIOR TO I JOIST FABRICATION. SHEET WHERE DRAWN I I 1 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. 1 INDICATES HOLDDOWN ANCHOR I ' 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING,WEB STIFFENERS,AND ALL OTHER TYPE AND LOCATION ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM - - - - WITH A FINAL REPORT. FOUNDATION/STEM WALL SECTION LETTER I I I - 3 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED,THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR 3 i i I '- CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL > BUILDING SECTION I CY SCHEDULE FOR TYPE i I ( I I w co GLUE LAMINATED MEMBERS: - -- II Ki 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE SHEAR PANEL • co 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. �r ' SHEET WHERE DRAWN I ..c 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SEE HOLDDOWN •`-°' ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE t I I I ,Q LUMBER AND WATERPROOFING AD SCHEDULE FOR TYPE : ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. I ' I I V g 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. w AS PER PLANS AND SPECIFICATIONS. I i I a o+ 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED S S , (° BREAK INDICATOR CD II ! I I i i I I I i . 0 SHEET NO. J co 0 Q Q. c S 1 N O Z u) JOB NO. CEN-090 KEYNOTES O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 0 SIMPSON CCQ66 18 (2)SIMPSON SDS SCREWS%"0 x 4%2"© 12"O.C. 0 Lo ® SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST M '441- . ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/57.2 I 52'-O" I ® SIMPSON HUC48 SIMPSON ABA46 W/WEDGE-ALL ® SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL 16'-0" 16'-0" 20'-0" 0 V) ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 1„ 1 1„ 11, 1" II- 0 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA T-11�" 4'-7�" 41-7- 81-0- 4'-7 2-' 9-11- CONDITIONS SHALL BE PRESSURE TREATED LUMBER ,► If 2 " 2'-10" 2 2 2'-10" •" 2 2 2'-1O" 2'-7" 2 23 W/8d NAILS @ 2/2 O.C. EDGES, 12"O.C. FIELD. Z I- 0 ® DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x 0 .......i W/8d NAILS @ 6"O.C. EDGES, 12"O.C. FIELD MIN&NAILS SHALL BE STAGGERED ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 24 LU N- W/8d NAILS©6"O.C. EDGES, 12"O.C. FIELD < ILI v.- 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12 O.C. I limp I. W (9 12 SIMPSON HUC46(MAX NAILING) 26 SIMPSON LTT19 W%"0 x 6"LAG SCREWS "1. 1 �' ' n C.) i.---z O PER DETAIL 37/S7.2 D O. STRAP ENDS OF BEAM PER DETAIL 12/S7.0 5 e 0 ' , . la iii) II tv 0 9 14 SIMPSON ECCQ5-6 27 SIMPSON AC6 ° In 0 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 P . M Cra s O ® ® l' EXTEND WALL SHT'G THROUGH PERPENDICULAR co I. �0 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 4 E m m 56.0 18 = - r c ► �► ,r ► CO o CO o► 0 ANCHORSCHEDULE -- 6 ___ D D c) SSTB28L c. . . . 1011111.11111 . . .L ° 4 � AO 4 (V SSTB24 ' E 12 12 m in 12 m Q � 1"0 SSWAB HS D 4 4 D S6.0 „ S6.0 � 3I4" SSWAB HS _ of N .-r e 6 6 4 , � o, N CD %"P.�THREADED ROD on U) i : M S6.0 S6.0 S6.0 � o 0 1"0 THREADED ROD 4"CONCRETE SLAB, 3 16 16 _ CA ; : DESIGN AND DETAIL •�+ '' I 7 1 "" THREADED ROD 1'-82 4'-0" I 4'-0" 1'-6" 4°'CONCRETE SLAB, 4'.O" 4'-12" �'o� BY OTHERS,TYP ; < � p°, Q 1/ DESIGN AND DETAIL °° D BY OTHERS,TYP r � a, (-� o°N 1.44 e4 4"CONCRETE SLAB, D°. !_ DESIGN AND DETAIL ' im 1 Arak S6.0 BY OTHERS,TYP = = g : Lij a) FOOTINGSCHEDULE = LU AI El 56.0 D . . ' 2 bi . 3 ...... Q a►, S6.0 II �k f N 1 3'-0"x 3'-0"x 10" 4 �,L; r ;., N tri 56.0 D- p . ._- � �' �� ;- �:� .. �,., , w 41-3"x 4'-3"x 12"W/(6)#4 BARS EACH WAY @ BOTTOM { 1 k 1• 2 INSTALL FIG THEN POUR SLAB OVER Q o _1 A e 'be . 13 6'-O"x 3'-O"x 15"W/(3)#4 BARS BOTTOM LONGIT, D D I �� i1' . -, �, (2)#4 BARS TOP LONGIT 11 / Ii 12" .._. ► J' I � S.,(�UCTUR,�4 4 2-6x2-6x12 bb m S6.0 -- M 3Ct\)12,PROit.D, AI . . • 5 18 O x 12 D 56.0 "=icy �� ' 320 (82'-)°#4"x 3'-0"x 24"W/(3)#4 BARS BOTTOM LONGIT, : A D _°O 6 BARS TOP LONGIT t=i, I E. �'' Y. ,, _.__. 7 5'-0"x 3'-6"x 12" ► S m SIM Alill■ 6 6 56.0 ® tP v OREGON�„� 8 4'4'x 4'-0"x 15"W/(7)#4 BARS EA WAY @ BOTTOM ® 56.0 S6.0 _ , _ _ __ 1 .�_-4 J. ENS . D _ FIG LENGTH=UNIT WIDTH+ 11-0" EA SIDE(UNO)x 9 WIDTH AS SHOWN x 18"DEEP W/#5 BARS @ 12"O.C. p �SIM _la, : EXPIRES 12-31-2011 BOTTOM LONGIT,#4 BARS @ 12"O.C.TOP LONGIT ,_,,.. 10 2-0 x UNIT WIDTH+ 1-0 EA SIDE(UNO)x 18"DEEP 56.0 56.0 Ark 1 •:=:• .{_. . , f>W/(2)#5 BARS TOP LONGIT BOTTOM LONGIT S6.0 Q I w M 11 3'-6"x 3'-6"x 12" - ¢ U can D • D r�N 4 a, D o 12 3'-0"x 3'-0"x 18" \ / 4 i PP CO Q p ° o 1 " 1 " " 'T D ► ' 1 8 (9 i 13 3-6 x 3-6 x 18 / / "' 8 ` 20 56.0 D " CO 9 ° g W 1 > gni D 56.0 22 v , ° o io 14 2'-0"x2'-0"x10" _ - -S6.0 a a Q ® I I I I _� - { { ' 15 8"STEM WALL W/15"x 8"FOOTING,UNO 9 . 8" 24' 8" P�N D a �. Q a �[! 1 O 4 co �_ CO a I I ! ' I I . •16 8 STEM WALL W/24 x 8 FOOTING, UNO i I'D WO _ c� ..� Q N i 18 N _... �'' :. _ 17 8"STEM WALL W/12"x 8"FOOTING, UNO ® j -,..i I 1 11 z1::.:::::LL W/8 STEM WA o I i 1 { 1 z 19 6"STEM WALL W/ A IT 9 • • il, 4219 MIMI% iiimitivaiwAimminii mks _ 1-051 _.20 10"STEM WALL W/FOOTING PER PLAN 19 I� ` s6.o � i '�{ 9 S6.0 { ,1,1 86.0 1'_41" 1 j co 8'_3" 2 8'-3" 9'-3• 2 { I 10'O111 81-7111 I v ff " (J " f i I 10-4 5,...8• 6-0 2 2 11 -4 I 16'-0" 16'-02„ 19'-112" { i CY ' i C 52'-O" LU L co UNIT BM UNIT C UNITA I ... { `WI i L0T43 L0144 L0T45o, P> i ail iI SHEET NO. erti A FOUNDATION PLAN . . 1 Q S2 SCALE: 1/4"= 1'-0" S2 r co o 8 NJOB NO. CEN-090 --- ------------ -- - -- -- ---____ _ __ __ __ _ _ __ _ .. 1 KEYNOTES BEPOSTSCHEDULE ® SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2x 6 DECKING SECURED TO EA JOIST W/(2)16d NAILS 1 (2)2 x 8 15 5/2x 14 PSL(FLUSH BM) 0 4 x 4 {2}2 x 6 TRIMMER {2}2 x 6 TRIMMER O � 6 x 6 KING SIMPSON CCQ66 1 S (2)SIMPSON SDS SCREWS Y4"0 x 4Y2"@ 12"0.C. 4 x 6 {1}2 x 6 KING Z Lu ® SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOISTe (2)2 x 10 16 5/8x 10%2 GL(DROP BM) © 6 x 6 EAR WALL SCH �L � O � (2}2 x 4 TRIMMER � {2}2 x 4 TRIMMER ® SIMPSON ACE4 0 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 0 4 x 8 17 4 x 6 0 6 x 6 DF#1 (1)2 x 4 KING (3)2 x 4 KING a' 0 5 SIMPSON HUC48 3 ® (2)2 x 4 J (3)2 x4 (1)2 x 6 TRIMMER 0 LO SILL PLATE: @ CONC. � C. SIMPSON ABA46 W/WEDGE-ALL � 1/x 14 TS/LSL(FLUSH SHEAR WALL INFORMATION RIM JOIST COMMENTS 0 3/x 9 GL 18 BM) {2}2 x 6 {3)2 x 6 KING JOIST OR BLKG CONDfTION ® SIMPSON LGT3 ® SIMPSON ABA66 WJ WEDGE ALL (1)2 x fi TRIMMER (k) it Yz•APA RATED SHTG ONE %"x 10" AB's @ SIMPSON P 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 0 3/8x 10/2 GL 19 5/8x 16%2 GL(FLUSH BM) (2)2x 6 KING L (1)2 x 6 TRIMMER 2 c.4,7 A S SON LT 4 @ CONDITIONS SHALL BE PRESSURE TREATED LUMBER �► (; {3)2 x fi O 6 x 6 KING Ivy SIDE W/8d NAILS @6"OC 39 OC(EMBED 7 ) 24"0C RIM JOIST SEE NOTE 1, 2 3 W/8d NAILS @ 2/2 O.C. EDGES, 12"0.C. FIELD. 6 5Y x 12 GL(DROP BM) 2 5 x 15 GL 24-V8 EDGES& 12"OC FIELD 16d @ 6"OC TO PLATE BELOW S DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE(2)2x e 8 ( ) Ya ( ) 0 Caf) „ O W/8d NAILS @ 6"0.C.EDGES, 12"O.C.FIELD MIN&NAILS SHALL BE STAGGERED GIRDER TRUSSES V APA RATED SHTG ONE /z x 10 AB s @ SIMPSON LTP4 @ 3/2x 14 TS/LSL(FLUSH 21 B SIDE WJ 8d NAILS @ 4"OC 12"OC(EMBED 7") 16"OC RIM JOIST SEE NOTE 1, 2, 3 ® HEADER SHALL EXTEND OVER SHEARWALLS x.--,;\ DIAPHRAGM/ d ILS SHALL 6A O C. EDGESKEID2"AT 0.0.FIELD HATCHED AREA BM) BY OTHERS ct 1"-"- 0 lipr EDGES&12"OC FIELD 16d @ 4"OC TO PLATE BELOW 10 SIMPSON HUCQ412 FRAMED @ WALL. PROVIDE 5 0 (2)2 x 4 22 2 x 8 LEDGER WALL I NT I F I CATI O N " F Y2" '� BALLOON VIDE WALL STUDS D 0 -I EACH UNIT HAS BEEN ENGINEERED © % APA RATED SHTG ONE 'x 12 AB s @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL ® @ 12"O.C. FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT iir, 0 1.11 cir- SIDE W/8d NAILS @2"OC 12 OC(EMBED 7") g"OC RIM JOIST SEE NOTE 1, 2, 3,4 s " „ 0 (2)2 x 12 ......i Lu EDGES&12"OC FIELD 16d @3"OC TO PLATE BELOW 12 J SIMPSON HUC46(MAX NAILING) SIMPSON LTT19 W/ 0 x 6 LAG SCREWS 23 OTHERS GOOD FOR AL OF ADJACENT UNITS PER DETAIL 37/57.2 380 PLF WIND HOLDOWN LOCATION Li- y2"APA RATED SHTG BOTH 1"x 12"AB's @ SIMPSON LTP4 @ 13 STRAP ENDS OF BEAM PER DETAIL 12/57.0 10 5Y8 x 22�GL(24-V8) (DRAG LOAD) v W (9 D P� 12"OC(EMBED 7°'} 8" 4) SIMPSON AC6 SHEAR WALL 06 (...) Z lir SIDES W/8d NAILS @4"OC 8 OC RIM JOIST SEE NOTE 1, 2, 3,4 14 SIMPSON ECCQ5-6 11 2 x 8@16"0.C. 24 4 x 10 EDGES& 12"OC FIELD 16d @ 3"OC TO PLATE BELOW D ,� %2"APA RATED SHTG BOTH �2"x 12"AB's @ SIMPSON LTP4 15 SIMPSON HUC414 .U. SIMPSON LBV1.81i14 @ 12 2 x 6 @ 16"O.C. 25 6 x 12 + ::::::WALL" 7") "OST SEE NOTE 1, 2, 3,4 EXTEND WALL SHTG THROUGH PERPENDICULAR EDGES& 12 OC FIELD 6OW 16 INFILL WALLAS NEEDED 14"FLOOR TRUSSES 13 3 x 12 GL(DROP BM) rt M fn 3/4"0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE _____ -.-__ © lipr SSW12 x 7 END(EMBED 12"INTO FTG) N/A OR HEADER W/(4)SDS 14 ROOF TRUSSES N/A Y4"x 31 SCREWS BY OTHERS LLI Alt■ 1"0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE SSWI5 x 7 END(EMBED 14"INTO FTG) N/A OR HEADER W/(6)SDS m = _ -1"0 N/A Y4"x 3%2 SCREWS 0) C/3 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE END(EMBED 14" INTO FTG) OR HEADER W/ 12 SDS -Ifir SSW21 x 7 N/A ( ) N/A Y4"x 3Y SCREWS 1"0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE = ®- © SSW24 x 7 END(EMBED 14"INTO FTG) N/A OR HEADER W/(14)SDS © © OC'e lir N/A Y4"x 3Y2 SCREWS 0 ' NOTES: .4 r- ,_„' ,_ �... o• 1.Y4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 0 0 0 0 i , I 0 45 r 0 • ° 0 N 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12"OF EACH WALL END. 1 1 i 0 :,, , 0 b `t0 I..J ,,-,1 3. FRAM ING AT ADJOINING PANEL EDGES SHALL BE 2 2x MIN, FASTEN TOGETHER W/16d 6"O.C.AND NAILING OF © � 1 I r ` - p ° ! »-ADJOINING WALL SHTG ARE TO BE STAGGERED. �© � � � � 3 ® �' �4. PROVIDE(2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. i �0® �0� Q, • _ `f-�VERIFY SPACING OF ANCHOR BOLTS. 1 ® o• SIM ; SIM Q) , -- o U ® 6 '' 1 6 9� eL �I Na S7.0 57.0 .0 VDO (� r 2 A 0 2�_' . . t v Q 0 0_ .cep .. - :4 9 r,.lv-..s _ Z. 3Z` �. .e�'. -.. _e. .. >..r. av _ s- ,_- a.-x-a r.-. _-. ..r�. -.a. u.':s- Tn. 'z�' £X,_ Y.�• 5"F.v .. -f .. a A r- _ � . '�'. � � .- -.y-.. � `aF^..,:•r `V'. .a ,.t.-:.: xr...a _gwe. :y a- , .. s ... emu ,. - ...�...ik' s<•s ..., . 1.. d- .... .3c:. '�+� �. 'L ... �-.�_-_'k� r � _-r£,F $i:. '� ,S._ `�y `:l*. �'3 .:a.... .. . - .hams ,.._ -- ... .: - „-,. 'f'? _.S ' `�..: . ._ v _ . 4 ate.. _. .z - - -. �. .. _. `�. -R-,.. Y--. _r=_-:' i, .. fi y, .a. >. . .. -a :. x n -_�.. "° k -:F• ..� .. -�'. "6-'S< .. .... ....�:L_ t..9 -s_.._,. _ . ,..m.- _. ._.. �. _.. ,.2,. ., � _ ..:: -,.,as ,� v. - _ ,».._ «_. .T. -. :. . S.. >:-ice...,.. � .�,� .«R: aa.s,,.�. >. ��,, .�r��a�,� _.x,�sat y. .: �w_.,v.., .,,�`� ." :,� .k�, ,�,. � .Y.. ,,. ,. `:"nB°37 :�� £ @' � � �z= t° � I¢_- .F . s �-.. ��._..a... `�'. -.. 4,� u.:..a_-� .�- .}`:,...,r,. .lf.. .. .� �rf_ . 4..-. m.. -.t°ti..Sr_�. ... .a.. s ..�:z.- 3 - HOLDOWN CH DUL a. Q a e © � �,o e 0 _ . . � g 0 00 00 0 o a o o0 00 © a f. QN HOLDOWN ATTACHMENT COMMENTS ^p i I r xry ;: r 3rt"c ,. ' 2 0 ' cn 6 1-,Y. tr, 6 O TYP,UNO 'j O 57.0 N o t 0, Allhh.-0 NOT REQUIRED NA NA I', 0 TYP UNO SIMPSON SSTB24 ANCHOR EMBED 20/" INTO PROVIDE#4 DOWELS - , �� Vffj AA. SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK 21 I e �� G`Nf C f/O v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT TYP, U NO 57.1 I ' ; r r ��12,320 SIMPSON SSTBL28 ANCHOR(T/e"0 THREADED ROD W/ � y � ,I S7.1 I � ��STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE(2)#4 DOWELS '{i i AL EMBED 24Y INTO FOUNDATION/8"AT INTERIOR = SIM OPTIONAL ' u OREGON .5 SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO(3)2x STUDS W/ W/STANDARD HOOK I @ EA HOLDDOWN BOLT i © 10=: 57.0 � Y t5,-19� ��- v (20)SDS 1 x 3 SCREWS. EDGE NAIL WALL SHTG TO : ' ��EACH 2x PER DETAIL 5/S6.0&SHEARWALL ., _ ,) J. �N SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED j 0 0 j 8_ EXPIRES*12-31-2011 TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. O . ! �� z j 57.0 SIMPSON SSTBL28 ANCHOR EMBED 24% INTO PROVIDE{2}#4 DOWELS . Alk..v. SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN,W/ WI STANDARD HOOK A. I = © 1 4'-O" 3'-6" 0 I o 20 SDS/x 3 SCREWS. EA HOLDDOWN BOLT © 0 „ < _.., , M 9 1 0 <t i 1 1"DIA THREADED ROD W/STD WASHER @ PROVIDE(2)#4 DOWELS $7.0 Q h' x k x §EMBEDDED END. PROVIDE(1)STD NUT EACH SIDE OF W/STANDARD HOOK ,. 9 1 4411. SIMPSON HDU14 WASHER&MASH THREADS ABOVE&BELOW NUTS. @ EA HOLDDOWN BOLT S7.0 \ ----- 0 ® 0; 0 0 z Y 4 12"MIN EMBEDMENT INTO FTG BELOW STEM WALL. 0 6 4 6 1 ca i i. ZO , � W 1 '-- SECURE HOLDDOWN TO 6x6, DF-LPOST W/ 21 , . , , 21 o I I o(36)SDS Ya x 2%SCREWS. - 'j i I 1 ;1%"DIA THREADED ROD W/STD WASHER @ PROVIDE(2)#4 DOWELS E , i 0 t 0 3 MBEDDED END. PROVIDE(1)STD NUT EACH SIDE OF W/STANDARD HOOK - ' i '1. 4`� QPN._ �_WASHER&MASH THREADS ABOVE&BELOW NUTS. @ EA HOLDDOWN BOLT Q Nir SIMPSON HD19 � -=;��=:�� ' f_.._�`�-�_` .= C 24 ` i �_ _ <' � � � 1 i . 12"MIN EMBEDMENT INTO FTG BELOW STEM WALL.SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1"DIA 4, N_.__ t i ,,A307 BOLTS. OPEN I I I 4. I (/) 1 i I e (17)- 16d NAILS @ TOP INTO DBL.STUDS& WRAP AND NAIL STRAP TO 4 I i I 4...._ '._. ' 41116" SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL, STUDS BM/HDR BELOW PER 11/S7.0 1 I _�- -,; O ' S7 0 �� i -; {4• 1 z 6 D i i I !Z1 Zo BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE _. 1 0,i, • ,. , . , im 0 ., iZ All■ (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO 0 _ f,. 20 I !, I 1 o SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 "' © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE b r , ;! i I O ( `n zo a �,. ;, IM a �� I � - (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO ',°, 26 { i , �� (2)SIMPSON 6x6 POST.STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/57.0 26 0 I ► ! MST48 N 0 i i co 8 POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE r 0 10_ 29 €11, fire ��°' 0 ., ( I (24} 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 0 - : � ,- ;S =; ,,...,; , .,. ,• f - OS7.1 . = I .; ,�, ;i; - (2)SIMPSON � r. ��, -�-;�,� ► i INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 co a.,,fr /:g MST60 J WANd �; ,, ? i -� OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE g ■ Q _. F A '� ;/�©,//; :; 0 I i 1 NAILS TOP AND BOTTOM FOR EA STRAP 28 �, �yT; .� s, ..�,� ° ; _ `'';,�. - ��e 0" Ad& O SIMPSON WRAP AND NAIL STRAP TO Ak° S7.1 O �j ,, �� D ri,Aci„,,(42)- fid is„ .�- � ,�,�'% . '� rr ,'2 INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 i �'�%„- . ;it :: '`, '' ' ,._ •CMST12 x 96" I,,. t�1, - - o -- - - �� ®i-`O ! w CO 10 NTER STRAPS ON FLOOR CAVITY 3 Ocs 0 0 __-OF POST AND CE I ;ii'�i:�;O;�', 0 //,:,/,,,�;;1 0 & 12/57.0 IF APPLICABLE :_r1l .:r. i .�. ,�,;�: �,., rt mi. 00 NOTES: ' 1-Id `n 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6"FULL HEIGHT(TYPICAL). �,� !j� �'"'`�►' iif Q '' O 411, , © v 011 -.i- w-61.- , o ►� r 1 I ! 2. PROVIDE HOLDOWN NOTED WITHIN 6"OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. pp, 4 `'0 ! © . 0 © �- ' 0 0 __.------__.. _.._°3 op j� w O ��\ L v i i _ -- 1 a 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS(0.148 x 3Y4 )MIN. �„� I 0© ,• � © 0 ® 1 1 i I• i 4. IF HOEDOWN STRAP OCCURS a BEAM OR HEADER BELOW PROVIDE SAME STRAP @EACH END OF �.- - BEAM TO SUPPORT POST AS HOEDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. ^ 0' r-- - E 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. O ►A. COO 0- .-0 o TYPV I o I. , L- 6.REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. 0 I I i I I c 7. REFER TO DETAIL 15/S7.1 FOR HOEDOWN INSTALLATION. 0 SHEET N0. UNIT BM tn 00 0 0 UNIT C UNIT A I.-. 0 LOT 43 LOT 44 LOT 45 S3 c„ A MAIN FLOOR S & SECOND FLOOR FRAMING PLAN T3 S3 SCALE: 1/4"= 1-0" 0 JOB N0, CEN-090 0 , _ , _ _ . _ _ _ _ _ _ - - KEY N SCHEDULE POST SCHEDULE ® SIMPSON CMSTI2 x AS SHOWN PER DETAIL 10157.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2)2 x 8 15 5%x 14 PSL(FLUSH BM) ® 4 x 4 x 6 TRIMMER M (2)2 x 6 TRIMMER co Ye ,. 12" o 0 0 ® SIMPSON CCQ66 18 (2)SIMPSON SDS SCREWS Y 0 x 4Y2 @ 12 O.C. ® 4 x 6 (1)2 x 6 KING 6 x 6 KING Z u j 3 SIMPSON ACE6 19 SIMPSON LUS26 EA JOIST ® (2)2 x 10 1fi 5%8 x 10' GL(DROP BM) C)4 6 x 6 //�� /� I ' o ® @ I (2)2 x 4 TRIMMER F:i (2)2 x 4 TRIMMER H Al WALL CH UL D 6x6DF#1 0 (1)2x4KING (3)2x4KING ® SIMPSON ACE4 ® POSTS FOR HANDRAILS.REFER TO DETAIL 34/57.2 �3 4 x 8 17 4 x 6 ® SIMPSON HUC48 SIMPSON ABA46 W/WEDGE-ALL 1%4 x 14 TS/LSL(FLUSH ® (2)2 x4 J (3)2 x 4 O (1)2 x 6 TRIMMER rna- 0 SHEAR WALL INFORMATION SILL PLATE. @ CONC. RIM JOIST COMMENTS 0 3Y8 x 9 GL 18 BM) K (2)2 x 6 (3)2 x 6 KING = glizi- @ JOIST OR BLK'G CONDITION ® SIMPSON LGT3 SIMPSON ABA66 W/WEDGE ALL ) (1}2 x 6 TRIMMER ( ) � a � � (2}2x 6 KING � %"x 10" AB's 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA ® 3/8 x 10/GL 19 5/x 16/GL(FLUSH BM) L (1)2 x 6 TRIMMER (� A Y APA RATED SHT G ONE @ �� SIMPSON LTP4 @ 0 CONDITIONS SHALL BE PRESSURE TREATED LUMBER " " G 3 2 x 6 0 6 x 6 KING lirSIDE W/8d NAILS @ 6"OC 39 OC(EMBED 7 ) 24"OC RIM JOIST SEE NOTE 1,2 W/8d NAILS @ 2 O.C. EDGES, 12 O.C. FIELD. 6 x 12 (DROP BM) © ( ) EDGES& 12"OC FIELD 16d 6"OC TO PLATE BELOW 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE(2)2x o 5%8 GL( Q ) 20 5/x 15 GL(24-V8) g 0 Cii) - @ O W/8d NAILS @ 6"O.C. EDGES, 12"0.C. FIELD MIN&NAILS SHALL BE STAGGERED B Y2"APA RATED SHT'G ONE Y2"`x 10"Ad's @ SIMPSON LTP4 @ ® 33%2} 14 TS/LSL(FLUSH 21 GIRDER OTHERS TRUSSES lirSIDE W/8d NAILS @ 4 OC 12 OC(EMBED 7 ) 16 OC RIM JOIST SEE NOTE 1,2,3 ® HEADER SHALL EXTEND OVER SHEARWALLS ` DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA Ct EDGES& 12"OC FIELD 16d @ 4"OC TO PLATE BELOW 10 SIMPSON HUCQ412 WI 8d NAILS @ 6 O,C. EDGES, 12"O.C. FIELD ® (2)2 x 4 22 2 x 8 LEDGER o BALLOON FRAMED WALL.PROVIDE WALL STUDS WALL I N TI F I CAT I N EACH UNIT HAS BEEN ENGINEERED V �'APA RATED SHT'G ONE Y2"x 12"AB's @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL @ 12"O.C. FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT 0 U.1 N---- SIDE W/8d NAILS 2"OC 12"OC(EMBED 7") g"OC RIM JOIST SEE NOTE 1,2,3,4 ,� g (2)2 x 12 „ @ 12 ALIGN SIMPSON HUC46(MAX NAILING) � SIMPSON LTT19 W/a 0 x 6 LAG SCREWS o 23 OTHERS GOOD FOR OF ADJACENT UNITS `� EDGES& 12 OC FIELD 16d @ 3 OC TO PLATE BELOW 0 �E�'/ PER DETAIL 37/57.2 0 380 PLF WIND a HOLDOWN LOCATION Y"APA RATED SHT'G BOTH Y"x 12"AB's @ SIMPSON LTP4 @ 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5%x 22%2 GL(24-V8) (DRAG LOAD) Nr D 7 SIMPSON AC6 - � �� - R- �� ° SHEAR WALL lir SIDES W/8d NAILS 4"OC 12"OC(EMBED 7") 8 OC RIM JOIST SEE NOTE 1,2,3,4 @ 14 SIMPSON ECCQS-G 12" 16d 3"OC 11 2 x 8 @ 16"O.C. 24 4 x 10 §�-�_:��`��:��;��- EDGES& OC FIELD @ TO PLATE BELOW o 15 SIMPSON HUC4148 SIMPSON LBV1.81/14 kY2"APA RATED SHT'G BOTH /2"x 12"AB's @ SIMPSON LTP4 @ o @ O BEARING WALL 11, 7"OC(EMBED 7") EXTEND WALL SHT'G THROUGH PERPENDICULAR 12 2 x 6 16"O.C. 25 6 x 12 SIDES W/8d NAILS @ 2"OC 5"OC RIM JOIST SEE NOTE 1,2,3,4 16 WALL PER DETAIL 16/57.1 9 �INFILL WALL AS NEEDED 14"EDGES& 12"OC FIELD 16d @ 2"OC TO PLATE BELOW 14 FLOOR TRUSSES 26 3 Y x 12 GL DROP BM 13 s ( ) NON-BEARING WALL i"±. M CO �4"0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE o BY OTHERS �j © SSW12 x 7 END(EMBED 12"INTO FTG) N/A OR HEADER W/(4)SDS ROOF TRUSSES lir " / 14 BY OTHERS '<t M N/A /4 x 3/SCREWS A 1"0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE M = lir SSW15 x 7 END(EMBED 14 INTO FTG) N/A OR HEADER W/(6)SDS N/A %"x 3%SCREWS (1) CD © 1"0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE. lir- SSW21 x 7 END(EMBED 14"INTO FTC) N/A OR HEADER W/(12)SOS N/A %"x 3Y SCREWS A& , 1"0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Npr SSW24 x 7 END(EMBED 14"INTO FTG) N/A OR HEADER W/(14)SDS N/A / x 3%SCREWS _..._ . _ --.. NOTES: i i � , 1 ') r- � 1 I i ! Sy, r., 1.Y4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. , ' ' ' ° 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12 OF EACH WALL END. 1 5 '�' a M 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/16d @ 6 O.C.AND NAILING OF 11 ® I 5 ® D o , ; ADJOINING WALL SHT'G ARE TO BE STAGGERED. ® s , , A ..4. PROVIDE(2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. ; i 4 i I) •CA VERIFY SPACING OF ANCHOR BOLTS. ` 6 ; ', ® o i ! 6 S7.0 S7.0 < (,) ` o Q 0 S7.0 Q 1 i ' Q� °o rib_j.>, .xi. ,_ <..: _..__ ... .. _ � ..,,.. #-�... � -> �:. ..-t .. fa-In .;.�t. , b Y.,- �+ . a,.„P,<.,- � 'ae"-',�� iF - -"ear ..-,: ....,, ..-.,. _ �,r.. ,.+.� x.- y , ''� S ...- .. _. -��r.. E. 3s .,.-.. -� .... ,, `mss-�._. �,_. -_ - ,�''., .sri. �. �..��'�. `Yf ,r... -._... O ,.-.�., _ . .. '#�+� ._ �- -tom n 4_._..... ... .. ,.w .-. O _ 3•. -,.. ... ... c... n.-_-:.�. 't-�r"x a,�.,. d�•. 1 , . --.- 7.7„ „,-, tit! , 2 A $ _; ,�. e_ _ -..-� r: _.4.., _,a •*.. -t.. -'._-z, tt 3 -s ... ... .�, ,. > >..3._ 33 _ ' O .„ t A ��, a,pw�.z i 1 1 F , � s ....1„ 0 er 0 t �© 0 0 0 p>> �© 00 0 © o 0 0 HOLDOWN SCHEDULE T R i HOLDOWN ATTACHMENT COMMENTS ' Est," �i �'" a�'�y1, � ate^ a 5 •TYPUNO - - N a A` NOT REQUIRED NA NA _�_:_ _J,:__.-.:=t:-; 0 1 :: SIMPSON SSTB24 ANCHOR EMBED 205/ INTO PROVIDE#4 DOWELS �_ Alk VP' - . ,, , , _ , SIM �`�� OtElaZtt*, OFfx SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK i '` G�IN f� vr (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT # $ 9 I ® o ` ��12,320' S7.0 I OPTIONAL ' 0 P, UNO SIMPSON SSTBL28 ANCHOR(7/8"0 THREADED ROD W/ 11 _�STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE 2 #4 DOWELS @' , 4 - AI. 4.EMBED 24%"INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK O� = , OREGOSIMPSON HDQB SHEARWALL. SCREW STRAP TO(3)2x STUDS W/ 0 EA HOLDDOWN BOLT ��u � �� Y �g�� v (20)SDSY4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO @ � �'' "�' , ��` EACH 2x PER DETAIL 5/S6.0&SHEARWALL 0 ' 1 1 u 5 �:� 0 0 , +. SCHEDULE.(3)2x SHALL BE FULL HEIGHT&SECURED i - - _' , ,,,.,,,, TOGETHER W/16d NAILS 6"O.C., EA SIDE. r" = EXPIRES'12-31-2011 1.r4 i O ,..., SIMPSON SSTBL28 ANCHOR EMBED 247/" INTO PROVIDE(2)#4 DOWELS - ,11- 40 0 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST MIN WI (' iY r 16 ► I r 0 0 SIMPSON HDQ8 � W/STANDARD HOOK z rr--�. �� c) vr (20)SOS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT �',` i _ = • ! w I cN� i \ I ,0 . , -... 1"DIA THREADED ROD W/STD WASHER @ PROVIDE(2)#4 DOWELS };' I OPTIONAL \ , 6U _ j I o EMBEDDED END. PROVIDE(1)STD NUT EACH SIDE OF W/STANDARD HOOK w -- -f -------- , I ---+ -- 2 " EM,---,T -i----t SIMPSON HDU14 WASHER&MASH THREADS ABOVE&BELOW NUTS. @ EA HOLDDOWN BOLT m i © ® i °w Allhk 4 12"MIN EMBEDMENT INTO FTG BELOW STEM WALL. 7 p Lh 1 I 1,:' j SECURE HOLDDOWN TO 6x6, DF-LPOST W/ i.--- w i__._..,__.___ _ =-� u� w w- (36)SDS Y4 x 2/SCREWS. 1 ® _ Q i O � .. � ® � ; D 6P EN OPgN- '1 __-OPER..... Q I " PROVIDE(2)#4 DOWELS �� { I '' 1/8 DIA THREADED ROD W/STD WASHER @ ( ) 0 '1 z I I EMBEDDED END. PROVIDE (1)STD NUT EACH SIDE OF W/STANDARD HOOK - : __ --------:,3 l ; 9 I i EA HOLDDOWN BOLT , _._ _ s WASHER&MASH THREADS ABOVE&BELOW NUTS. @ i� ! -- -7 ,- �i\.-,--_ e: . ,_ 17 `''~ at -� = { SIMPSON HD19 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. '{ Q �: ; �`.._._ Q i v SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1"DIA - ‘,-. 1 ,,A307 BOLTS. z `. . 0 - W 16d C , 1 4 ' (17)-16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO = i C 21 v ,._ a TOE NAILS _ { 1 i ,1�' SIMPSON MST48 (17)-16d NAILS @BOTTOM INTO DBL.STUDS BM/HDR BELOW PER 11/S7.0 _ •' , { i _�___....._ ._..- ! EA END - 1 gni i ?, .i 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 121S7.0 IF APPLICABLE iii ( 1 ( 'z� z 0 (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO a I 20 r4 i �r I i a' AL. 0 SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL.STUDS BM/HDR BELOW PER 11/S7.0 /.� ,, lay .5 c ? - 0 I Mir © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE t , �_..._. VI 4 - Q : \ ',17 All■ (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO 87.0 6 :: © L i (2)SIMPSON 6x6 POST.STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 i 57.0 , 8 MST48 4 POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE !° 0 I p 18 0 © O = S7.0 I I , co (24)-16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO - e . 0 ;s` 0 N. Q CO © p fff AIL INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 _ !",, cr s tail- --` 2 a - •j i`�'b�j `im; , , ' ,�' P S'22 O ' ^- W., g MST60 OF POST AND CENTER STRAPS ON FLOOR CAVITY 0 �" i ■t� � `°° I$ I& 12157.0 IF APPLICABLE a, I 1 + a O I (2)SIMPSON (42)-16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 0 D I r 1 .� ( ) INTO 6x6 POST.STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 ea O� 10 CMST12 x 96 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 3' 0 � u 0 i s w ,.� iii - - - } - - °~ 1 I L Q 1 30 30 1 ' `n NOTES: �i 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/16D NAILS @ 6"FULL HEIGHT(TYPICAL). Q �� S7•2 I ;z' u! i 2. PROVIDE HOLDOWN NOTED WITHIN 6"OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. „_I .! WOPP --_----.. 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS(0.148 x 3%")MIN. I I 0_ 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 0 L'J I w : BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. 5 FOUNDATIONS ON Y -- 6 I°, 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR L i � , 0 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. S7.0 1 I 7. REFER TO DETAIL 15/57.1 FOR HOLDOWN INSTALLATION. UNIT' BM U N I T U N I T A SHEET NO I s -r-o 0 co LOT 43 LOT 44 LOT 45 fn a , . A S4 0 Ti S4 SCALE: 1/4"= 1'-0°` o ch JOB NO. CEN-090 0 . _ , _ ___ _ , _ _ _ _ _ _ _ _ _ . _ ___ _ _ _ _ KEYNOTES BEPOSTSCHEDULE y SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2)2 x 8 15 51/x 14 PSL(FLUSH BM) ®A 4 x 4 H (2)2 x 6 TRIMMER M (2)2 x 6 TRIMMER CO �� 12" � O (1)2 x 6 KING ® 6x6KING ® SIMPSON CCQ66 18 (2)SIMPSON SDS SCREWS Y4 0 x 41/2 a@ 12 O.C. ®B 4 x 6 ( ) ' ® (2)2 x 10 16 5%x 101/2 GL(DROP BM) ® SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST © 6 x 6 H AR WALL SCH UL 6 `J {1}2x4K�IGMER � �3)2x4K�iGMER ® SIMPSON ACE4 < POSTS FOR HANDRAILS.REFER TO DETAIL 34/57.2 ® 4 x 8 17 4 x 6 ( } 0_ 0 0 SIMPSON HUC48 j SIMPSON: ::W!WEDGE 13/4 x 14 TS/ESL(FLUSH ® ( )2 x O TRIMMER SHEAR WALL INFORMATION STE. @ CONC. COMMENTS ® 8 x 9 GL 18 CONDITION SIMPSON LGT3 SIMPSON W/WEDGE ALL BM) F {1}2 x 6 TRIMMER K (2)2 x 6 (3)2 x 6 KING 0 M wczr c@ JOIST OR BLK G � � � � � (2)2X 6 KING I %"x 10" AB's 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA ® 3/x 10/GL (12) 5/x 16/GL(FLUSH BM) L (1)2 x 6 TRIMMER ( ) Y APA RATED SHT'G ONE 2 @ SIMPSON LTP4 @ O CONDITIONS SHALL BE PRESSURE TREATED LUMBER " 3 2 x 6 ® 6 X 6 KING A lirSIDE W/8d NAILS a@ 6"OC 39"OC(EMBED 7") 24"OC RIM JOIST SEE NOTE 1,2 a W/8d NAILS @ 2/ O.C. EDGES, 12 O.C. FIELD. 6 5' x 12 GL(DROP BM) 5' GL ® ( ) EDGES 12"OC FIELD 16d 6"OC T PLATE BELOW 8 DIAPHRAGM SHALL BE BLOCKED t@ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE(2)2x ® ( ) 20 x 15 L(24-V8} us) & /2" @ 10" 0 ® W/8d NAILS @ 6"0.C. EDGES, 12"0.C. FIELD MIN&NAILS SHALL BE STAGGERED 3%x 14 TS/LSL FLUSH GIRDER TRUSSES B SIDE APA RATED SHT'G ONE �x 10 AB's a? SIMPSON LTP4 c@ g HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 0 BM) { 21 BY OTHERS lit 1-85-1- 0 lirSIDE W/$d NAILS @ 4"OC 12 OC(EMBED 7 ) 16"OC RIM JOIST SEE NOTE 1,2,3 0. W/8d NAILS 6"O.C. EDGES, 12"O.C. FIELD } EDGES& 12"OC FIELD 16d @ 4"OC TO PLATE BELOW 10 SIMPSON HUCQ412 BALLOON FRAMED WALL.PROVIDE WALL STUDS ® (2)2 x 4 22 2 x 8 LEDGER " 5 WALL I[� NTI FICATI ON EACH UNIT HAS BEEN ENGINEERED .• ALAPA RATED SHT G ONE /2"2" 12 AB's @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL @ 12"O.C. SIDE W/8d NAILS 2"OC 12 OC(EMBED 7") 9"OC RIM JOIST SEE NOTE 1,2,3,4 s �, g (2)2 x 12 FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT @ SIMPSON LTT19 W/s 0 x 6 LAG SCREWS ® OTHERS GOOD FOR OF ADJACENT UNITS ct LLI ,,,,--- _ EDGES& 12"OC FIELD 16d @ 3"OC TO PLATE BELOW 12 SIMPSON HUC46(MAX NAILING) PER DETAIL 37/57.2 23 _ Y"APA RATED SHT°G BOTH %"x 12"AB's @ SIMPSON LTP4 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5%x 22/GL(24-V8) (DRAG LOAD) HOEDOWN LOCATION (9 D @ ■ 7 SIMPSON AC6 { v SIDES W/8d NAILS 4"OC 12 OC(EMBED 7 ) 8"OC RIM JOIST SEE NOTE 1,2,3,4 in �F ,�# `� . SHEAR WALL CD e.,,N _ EDGES&12"OC FIELD 16d 3"OC TO PLATE BELOW 14 SIMPSON ECCQ5-6 11 2 x 8 a@ 16"O.C. cii)4 4 x 10 Alk Y"APA RATED SHT°G BOTH %"x 12"AB's @ SIMPSON LTP4 15 SIMPSON HUC414 g SIMPSON LBV1.81114 . 2" 7"OC(EMBED 7") 5" @ EXTEND WALL SHT'G THROUGH PERPENDICULAR 12 2 x 6 @ 16"O.C. 25 6 x 12 BEARING WALL < W --1 V- SIDES W/8d NAILS @ 2 OC ( ) 5 OC RIM JOIST SEE NOTE 1,2,3,4 \I-.1-/' WALL PER DETAIL 16/S7.1 9 INFILL WALL AS NEEDED �� EDGES& 12"OC FIELD 16d @ 2"OC TO PLATE BELOW 13 14 FLOOR TRUSSES 26 3 Y x 12 GL(DROP BM 111 m 3/"0 SIMPSON SSWAB HS EA c,--A OTHERS ® s ( BM) NON-BEARING WALL ce m itn 4 @ ATTACH TO TOP PLATE © Iv SSW12 x 7 END(EMBED 12"INTO FTG) N/A OR HEADER W/{4}SDS 14 ROOF TRUSSES „ O BY OTHERS Ili M AA. N/A /4 x 3/SCREWS r 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Nor SSW15 x 7 END(EMBED 14"INTO FTG) N/A OR HEADER W/(6)SDS Cie) CO N/A %"x 3%SCREWS Alikt.. 1"0 SIMPSON SSWAB HS ta@ EA ATTACH TO TOP PLATE 19pr SSW21 x 7 END(EMBED 14" INTO FTG) N/A OR HEADER W/(12)SDS N/A %"x 3Y SCREWS 1"0 SIMPSON SSWAB HS a@ EA ATTACH TO TOP PLATE lippy SSW24 x 7 END(EMBED 14"INTO FTG) N/A OR HEADER W/(14)SDS N/A /"x 3/SCREWS NOTES: N 1./4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 0 o N Ri 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12"OF EACH WALL END. ' °P' `,I 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE(2)2x MIN, FASTEN TOGETHER W/16d @ 6"O.C.AND NAILING OF c '> 8F, ADJOINING WALL SHT'G ARE TO BE STAGGERED. . "4-4 CO'D ; z ';') '2 A 4. PROVIDE(2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 18 18 - 18 °z a B VERIFY SPACING OF ANCHOR BOLTS. � S7.1 .,t ti) O .& O ` O .O O •i& © a V" Icy,r: _ -?. , v < . i � ,ra'"� v..'^rte.._ �._:L.$ .sy� 5' �.. i ,..... _.<...-� .. .. _z. .�.. t.3 -_... .-.. _. - i-kr J _ -.2 .. L .-- ....YS... -"3- .fd $ _� �^ �.r$ �a - of �-x=7-�-i -xr -�.- .:_ .:.... T i�. rv. .� ..'ff..-?a. .._.s � .._ v. _' .. _.x.. ✓ r .. ,-a`�'. �:. Mr:_ `'`r.. +"� iy T ��"'a"�-',Tea ..S- i3 J �_ '°- ,>.�. -. �-tea .�,..x _� ..., �- K _ .k „_ - z _ . _ ,:b -s s F:�.� -,.3..-,<�...,. .._..,._ �-. .--.� -..,�.-,. _,..,. .. ..igt e .<, y_��''t--.a .a..:��...s.x.__<.� s -s,:��.. t - '.__. s '>;..�. ..i. .��ws��.R,. _c��,.'��.�'•e�. � a�5' 4 © a ' , 0 Q ©, 3 0 0 / ter{ HOLDOWNSCHEDULE H : A .,': I i. 0 K Hr HOLDOWN ATTACHMENT COMMENTS _ ..,i,,,,44„„,' ' yi Y t „µfj NJ l.tn. Q { F 0 �.1 j i r �4' ill co W vi w�y � u.. v r l TYP, UNO ' ; ; I ''4i- gt a iii "` ! 4 q A- 0 aI I 6 N O AILREQUIRED NA NOT E NA �o f . 0 O QU .mot S71 f i i l 7 .. SIMPSON SSTB24 ANCHOR EMBED 205/"INTO PROVIDE#4 DOWELS All■ . gh SIMPSON HITS FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK I i r I 3 EA HOLDDOWN BOLT e . . .v (26) 10d COMMON NAILS. @ 32 ' ® ,' $SGNE�r i 57.2 L= V _ 12,320 SSTBL28 ANCHOR �/"0 THREADED ROD W/ � . _: _, _ x �sn,. SIMPSON ( e �..� _�_ _ z�,-s�_r y _ STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) ,. - PROVIDE(2)#4 DOWELS ' I ., 3 . TYP, UNO EMBED 24%°'INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK - '( I , _._. ... _ _.__...;. _ OREGON o Alk. SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO(3)2x STUDS W/ a@ EA HOLDDOWN BOLT TYP UNO _x = F _ �, _�,_ v_ �r.x.., v4 Y 15 4) v 20 SDS Y x 3 SCREWS. EDGE NAIL WALL SHT'G TO EACH 2x PER DETAIL 5/S6.0&SHEARWALL /V �� , r SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED .• I i r ,.,� TOGETHER W/16d NAILS a@ 6"O.C., EA SIDE. r -- _-- _ 12-31-2011 OPTIONAL ' ' i EXPIRES SIMPSON SSTBL28 ANCHOR EMBED 247/8' INTO PROVIDE(2)#4 DOWELS I i AL FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN,W! W/STANDARD HOOK --..._.._ ;__ I I SIMPSON HDQB ___..._, _ __.-_- ___, - .__...___ j t ? o © (20)SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT = , _.�<. - _:-N_ .. :_...__._._..___- _._ - -- 0 , w ; c y ' i c.� coo ROD W/STD WASHER r i , 1 1"DIA THREADED OD W D @ PROVIDE(2)#4 DOWELS ! ( } s_�.t=� __r y_� �.r_ -�v. r_u, .:__.r� i 17 1 1_ I s� L._ ¢ i i o EMBEDDED END. PROVIDE(1)STD NUT EACH SIDE OF W/STANDARD HOOK € j ; .i Allhi• WASHER&MASH THREADS ABOVE&BELOW NUTS. EA HOLDDOWN BOLT , S7.1 I i i o j SIMPSON HDU14 4� @ 7 � , _ _..._;. .. , ___.__.. ;..._.._ a_.._ .. ... ........... ( I I !{ 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. I z 1 I i OW TO 6x6, DF-LPOST W/ -'�� I ___ __.._ - SECURE HOLDDOWN 57.1 , �1 v 1 ui D '4 x �2 SCREWS ...__...._ _ ; n I in � '` ®PTIO O � 1 N L , i -_,_-__-,-.7.,-,11!,. I f 1Y8"DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS l EMBEDDED END. PROVIDE 1 STD NUT EACH SIDE OF W/STANDARD HOOK 0 ' O OPTIONAL y _ r... _ ..- j ' i 0 lir SIMPSON HD19 WASHER&MASH THREADS ABOVE&BELOW NUTS. @ EA HOLDDOWN BOLT _ I, ; 12"MIN EMBEDMENT INTO FTG BELOW STEM WALL. -.^_�__-_--= ___ . __.3----- _. _._. .. _..;.-...--_ . !........ .._ ' RAMINGVER SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1"DIA , _..._ ._.- __..___- I. _..._. �.____-- _ I I dal A307 BOLTS. (17)- 16d NAILS @TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO __-- -----___ _-� _____ __=_:,,:_ NV ; I -----__-_- r S7.0, Allk SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE.STUDS BM/HDR BELOW PER 11/57.0 _ _ __ , i ; I 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE ..__.___.__ 1 �4`�`4 1 1 g ' I z © a I I° (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO TYP @ OVER J ' 0 I M SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL.STUDS BM/HDR BELOW PER 11/S7.0 ! ' ! ' O FRAMING 32 �.: � ��` I � © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE S7.2 i I I I , I u 7 i- _ _ 17 - 16d NAILS TOP AND BOT FOR EA STRAP INTO - i 0 i SIMPSON ( ) 16 S t@ O WRAP AND NAIL STRAP TO �I. � � Aidik (2) M 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 µ S7.0 !, 8 MST48 . p, �► `; /_ 1 I ' 1 cn POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE _ e = _ .o-_ I i r i �.� (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO .& Alk (2)SIMPSON INTO 6x6 POST.STAGGER STRAPS ON OPPOSITE SIDES ' �- �{ A MST60 BM/HDR BELOW PER 11fS7A �§ 9 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE 11,6k O 18 I 4, i (42)-16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO _ 'IT 0 S7.1 Q i ! ,7 Ailk (2)SIMPSON INTO 6x6 POST.STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 i., 19 I 10 CMST12 x 96" OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.4 IF APPLICABLE ■ �� .��,h.�� S � ; 71 Lu LO NOTES: AIL 6"FULL HEIGHT(TYPICAL). � CD oil �� z o_ 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ F E ( ) In __ - I 2. PROVIDE HOLDOWN NOTED WITHIN 6"OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. ��3 y 57.1 I 1 (0.148 It 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS 0.148 x 3/4 )MIN. a 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 0 Q P` 18 I I w : BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. I I a E 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. S7.1 ° F 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. A 7. REFER TO DETAIL 15/57.1 FOR HOEDOWN INSTALLATI O N. 19 S7.1 UNIT M UNIT U N IT 1 SHEET N0. LOT 43 LOT 44 LOT 45 0 55 i A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN 3 S5 SCALE: 1/4"= 1'-0" g co en JOB NO. CEIV-O90 NOTE: NOTE: NOTE: NOTE: 1. %"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SHEAR WALL SHT'G NOT SHOWN FOR CLARITY. NOTE: ANCHOR BOLT BETWEEN SILL PLATE AND NUT,TYPICAL. EDGE NAILING,SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. 1/4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT,TYPICAL. 2. 114"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR TRIMMER STUD OR 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. (3)2x KING STUDS t POST @ OPENINGS WALL AND FOOTING ARE POURED MONOLITHICALLY,EXCEPT AT 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SECURED TOGETHER . ° ° PER PLAN CO 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT SBX/DOT CHEMICALS. W/16d NAILS @ 6"O.C. ° ° EDGE NAIL WALL WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE WALL SHEATHING FROM EA SIDE, 16d NAILS SHT'G TO EA 2x& Lill SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ'D.SEE PLAN /� WALL SHEATHING NOT •SHOWN FOR CLARITY ° ° SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE V SEE PLAN STAGGER NAILS 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY,#4 BAR Y2"DIA x 10"AB's @ 48" 1 AS SHOWN REQUIRED IN ALL CASES. VERTICAL REINFORCING IS REQUIRED @ 48"O.O.AS ILLUSTRATED OC&WITHIN 12"OF 1 N f1 48" �) ° ° 0 I HOLDDOWN WHERE /z DIA x 10 AB's @ 48 Il �3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY #4 BAR BELOW. ALL CORNERS& OC&WITHIN 12"OF - VERTICAL REINFORCING IS REQUIRED @ 48"O.C.AS ILLUSTRATED OPENINGS.TYP UNO IN APPLIES, PER PLAN ALL CORNERS& II HOLDDOWN WHERE WALL SHTG EDGE (�)I) � APPLIES,PER PLAN BELOW. 4. P.T.SILL PLATE SHALL ONLY RETREATED W/ SHEAR WALL SCHED 2x WALL FRAMING OPENINGS, TYP UNO IN () °•°° NAIL SPACING PER SHEAR 1 SBX/DOT CHEMICALS. 2x PT SILL PLATE f • • SHEAR WALL SCHED WALL SCHEDULE %2"DIA x 10°'AB's 48" 1 n u u 1 •°•° " ,•,°16 OG,TYP, " ° 2x BOTTOM PLATE @ W//2 DIA x 10 AB s @ 48 • ° a� U-N-O- � 2x6 a�7 16 OC,TYP, ; .k • OC&WITHIN 12"OF 1I ' .`.° R` ` OC&WITHIN 12"OF EDGE NAILING PER 2x P.T. PLATE, SEE SCHED ° ° U.N.O.UNO SIMPSON HDQ8 :YA ° 1) ALL CORNERS& \ I I ALL CORNERS& SHEAR WALL SCHED ::::::T EDGE NAILIN G PER Il f , SCHED PER HOEDOWN `` "IN 1I 2x P.T.SFINISH GRADE ii ili FOR ATTACHMENT A i ° . I °- C 1 I I k 1�� - AT ENTRY-'l� {1}#4 BAR GONT @TOP CONT AT TOP _.°''' FINISH GRADE I SIMPSON SSTB28 8 CONCRETE FAGS OF 1 � i 4 �' STN PLAN I I TE CONCRETE STEM WALLd? 4 #4 EQL TO FACE OF ° ' �, � d d I I_ I- W Cow to ° d ` ' I 1 1 ' .° 1 i 4 p 4 d a a 4'r. Z d' d _ H I a ►, I I J c : ° � ° °` 4 (2) ' Ii I ►� -III I ' a 4 a L _ \ - oo \ • RIGID R-15 INSULATION - III- - 4 4, \ (` �.. _ _ �, ��♦ Q SLAB ON GRADE 4 �' Q CONCRETE STEM WALL. a. d °Ec. AT GARAGE SEE TYP STEM/FTG ci) III ci REINFORCING DETAIL '� /,./ #4 BAR CONT DJ AT - d M AT BOTTOM �- / j _.__ \•v BAR CONT CONCRETE STEM WALL. to FIRM UNDISTURBED /\\/\\� AT BOTTOM SEE TYP STEM/FTG ��\/ \ °\`\�' • FIRM,UNDISTURBED FOOTING PER SOIL O COMPACTED ''\//\/ M REINFORCING DETAIL >\,\\.\\\ ,�\. 1 °\� \� SOIL OR COMPACTED / / R FOOTING PER // // //•� .�\ /\ / STRUCTURAL FILL SCHEDULE STRUCTURAL FILL / SCHEDULE / / FOOTING PER �, \\j /. CI) SCHEDULE � /� alk TYP STEM / T G REINFORCING (2 T PARTYWALL REINFORCEMENT I ATION 4 FLOOR PER IMP ON HQ TAIL .... S6.0 SCALE: 1"= 1'-0" 3-001-03 S6.0 SCALE: 1"= V-0" 3-005-01 S6.0 SCALE: 1"= 1'-0" S6.0 SCALE: 1"= 1'-0" 3-006-02 (i) SCALE: 1"= 1'-0" NOTE: NOTE: NOTE: ti 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY,#4 BAR ``` `V EDGE NAILING,SILL PLATE NAILING,AND CLIPS. EDGE NAILING,SILL PLATE NAILING,AND CLIPS. VERTICAL REINFORCING IS REQUIRED 48"O.C.AS ILLUSTRATED U � v CUT PLATES AT SSW. @ 2. 1/4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BELOW.VERTICAL REINFORCING MAY BE OMITTED WHEN POURED • IA • REFER TO 11/56.0 FOR , of ,-- a4 C BOLT BETWEEN SILL PLATE AND NUT,TYPICAL. BOLT BETWEEN SILL PLATE AND NUT,TYPICAL. ADDITIONAL INFO MONOLYTHICALLY , . 0 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T.SILL PLATE SHALL ONLY BE TREATED W/ ____ _ •CA . �jf SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS C 9 TYP a� 4"CONC. PORCH o SIMPSON SSW SHEARWALLS. ▪ c, w B 1" SLAB ON GRADE SLAB BY OTHERS E �1Ce1 �• (2)@ SSW24 x 7 SHEARWALLS ° ;� /� AT GARAGE - CL 1 CLR AIR SPACE V . ca..\U �r CONCRETE STEM WALL. � • � a � °� �Q INCLUDING SHEET II \ROCK CONTRACTOR WALL SHEATHING, I! ! SEE TYP STEM/FTG p _ 4) <1 - r� TO VERIFY II 1 II - zit o��o•AS REQ D.SEE PLAN i a REINFORCING DETAIL '�REFER TO PARTYWALL I I r"� J• I ANCHOR BOLT �•�-�c� ' FOUNDATION @GARAGE 1 �� - !�!o!o � � � �I 2x P.T.PLATE,SEE SCHED _•:• ° Ia PER PLAN �:f�•�; �r•�� ,`I DETAIL FOR INFORMATION d �o��o�� h II •••° 111= =I I I STEM WALL BEYOND �� " (1)#4 BAR CONT TOP X ,N I) FOR ATTACHMENT NOT SHOWN Z. 11 • • SEE INTERIOR FOUNDATION _III - I _ �.�,.,�o� ;141C''''''''.' �; (cl M 2x WALL FRAMING EDGE NAILING PER DETAIL FOR INFORMATION �� ;� xtiF : :1 �'� NOT SHOWN. TOP REINFORCING �o�o <- v, v A @ 16"OC 11 SHEAR WALL SCHED -fill R,1r !►:.... ,� GRADE .• WELL GRADED FREE I PER PLAN 2- N o _, DRAINING GRANULAR -� 18 a, �' !''"I { 1 BOTTOM REINFORCING SLAB ON GRADE 41 ®i-1.... SLAB ON GRADE I I I & STD HOOK ° � �' ( PER PLAN 6" BACKFILL. (NOT MORE AT GARAGE AT GARAGE = THAN 5% PASSING 200 11 d I I1 1 ,, a ° a . Al rZ `1 ' 1 I I SIEVE sguctv�q( i I � � ;� d a �1 0.,_11 - I .. d SIEVE) C /. C. o a a III- - I d ►� . • FTG PER PLAN z 6°'CONCRETE �� GI NF `�a f'Q, 4,'" IL , 41-III= =I I a I I= =1 ( I- FACE OF CONCRETES ° c ° ° ° a d a d © STEMWALL 12,320 FACE OF CONCRETE -) I =III- EQUAL TO FACE OF - ;; 7111-I 1! G ° `�.., r v, EQUAL TO FACE OF ` STUDS ABOVE ►, I I _ 4 := - . #4 BAR AS NOTED , RIGID R-15 ►� - r. ABOVE STUDS ABOVE CONCRETE STEM WALL ► \ tr \ - ' t!) OREGON ,y . . &FOOTING PER ►.__ INSULATION ` p n U a ��/\ \/ �� a - \�\/\\� .� ,.. (1}##44 BAR CONT �`F `?'`x,15,�9� �Q` TYP PARTY WALL ° D . . : M CENTER FOOTING BETWEEN / // /: / / AT BOTTOM /V -- l�� a SEE TYP PARTY WALL d REINFORCEMENT DETAIL ,_,..r . = v FIRM, UNDISTURBED- STEM WALL AS SHOWN, - REINFORCEMENT DETAIL FOR �_ \//\\/\/ �� N ° SOIL OR COMPACTED REFER TO FOUNDATION PLAN j °- �, /�� FIRM,UNDISTURBED EXPIRES 12-31-2011 INFORMATION NOT SHOWN ® � /j\)/\% \%\/ . p ° STRUCTURAL FILL / / ey ' FOOTING SOIL OR COMPACTED // /.` '/ / / /` FOOTING PER PLAN&SCHEDULE �i\%\%\%\� �� \\ \�\� \� \\�\ PER PLAN STRUCTURAL FILL I // // //,� //. /\>/ //>//,/ #4 STIRRUPS @ 18"O.C. 1 \,\\\\\\, & c) I Q W I M ''/''/ SLAB INSULATION DETAIL AT PARTYWALL FOOTING DETAIL TYPICAL PA ALL OLIN AT'ION A AG 7 $ PORCH PERIMETER 6 56.0 SCALE. 1 1-0 o I .. ; 1"- t 11 1"= 1 11 ® � S6.0 SCALE: 1"= 1'-0" - = wa � i I 56.0 SCALE: 1 1 -0 56.0 SCALE: 1 1 -0 3-018-01 z U l w 1 Q Cr o a v I o 3 o NOTE: NOTE : I ; I 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, I I I I I I i Cr 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. I I I 03 EDGE NAILING,SILL PLATE NAILING,AND CLIPS. ° 2. 1/4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR ANCHOR BOLT 2. 1/4"x 3"x 3"STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. PER PLAN BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. -0 1 Ijl II co 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ -jr---- 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. I I I I 1 (1)#3 HAIR PINS TYP @ SBX/DOT CHEMICALS. 1 2"CLR _ ._ SIMPSON SSW SHEARWALLS. (2)@ SSW24 x 7 SHEARWALLS I I I i i I I I I I l I I Z ® li \ ON GRADE � _ FINISHED GRADE o j I Ce 1 i O m- p AT GARAGE . a I - I C I REFER TO PARTYWALL II s\ . r CONCRETE STEM WALL, o f _ j FOUNDATION @ GARAGE II 1"CLR AIR SPACE a a . . ° SEE TYP STEM/FTG a fl. 1 I INCLUDING SHEET _ _ _ d , REINFORCING DETAIL I I � DETAIL FOR INFORMATION II III- =III � I , I I co NOT SHOWN JI ROCK CONTRACTOR =III _ . III I SLAB ON GRADE ENTRY I j I TO VERIFY { (i ■__ @ I I f I a CONCRETE STEM WALL. S N D �� { SLAB ON GRADE . II LAB O GRA E \ D 1 I SEE TYP STEM/FTG AT GARAGE I I •. ■► ° ° . I I AT GARAGE *�- .'. +! 18"0.C.WI { 1 REINFORCING DETAIL v 4i I I-•,� 48"MAX to STD HOOK I A. ___- I I I • \ CONTRACTOR `- o ' . ° I �/ 11 1 TOP REINFORCING ° • ° I t ► I c '11 ° 1, TO VERIFY ° .. PER PLAN ° I I 0 ! I w 4 -I 11= =I I `"' 4 SLAB ON GRADE • ' a G #4 STIRRUPS i I I ( H I ►� I 1 #4@18 O.C.W/ II �' 'O` w -I I 1 .. AT GARAGE FTG PER PLAN -� a . a . a 18"O.C. @ STD HOOK �+ ►. RIGID R-15 INSULATION __.____-_._ f } A d W a 1I / t - -� a S. �4° d a '! TOP REINFORCING I 1 d' d •. a a 4 N.-- - BOTTOM REINFORCING 11 ° , • d . PER PLAN I I I I I w @ I= =III- PER PLAN i ® SEE TYP PARTY WALL '' FIRM UNDISTURBED \/\ \ FTG PER PLAN a a H/\ \\ a I ; I I I /� ° /IA a #4 STIRRUPS I I I I i 1 I REINFORCEMENT DETAIL FOR e d ,� z a SOIL CT COMPACTED FOOTING PER PLAN&SCHEDULE • •a • I •® ® •° 4 d © 18"O.C. INFORMATION NOT SHOWN STRUCTURAL FILL a d . • SHEET N0. C, a . , v / 7/ BOTTOM REINFORCING z , \ ` FIRM, UNDISTURBED - \\/\\� PER PLAN U \ SOIL OR COMPACTED / `/j�\// / STRUCTURAL FILL FOOTING PER PLAN&SCHEDULE S 6•0 gs-) PARTYWALL STEP FDN @ GA FOOTING DETAIL AIL INTERIOR FOOOTI NG DETAIL x S6.0 SCALE: 1"= 1'-0" S6.0 SCALE: 1"= 1'-0" S6.0 SCALE: 1"=1'-0" JOB NO. CEN-090 NOTES: 1. MAINTAIN 3/8"MINIMUM EDGE DISTANCE FROM SHEATHING TO NAILS. 1. HEADER PER PLAN NOTE: 2.TOENAIL- (2) 16d TYP 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE 3. 10d @ 8"O.C. STAGGERED EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 3. PLACE FACE GRAIN OF PLYWOOD HORIZONTAL. TOP PLATE. SEE TOP HEADER 0 4. SOLE PLATE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR CO 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2)2x8 NAIL LAMINATED HEADERS W/(2) 10d A 12"OC, 5. SILL SHOWN CUT AWAY TO SHEARWALL SHEARWALL TYP UNO.SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE / •REFER TO SCHEDULE PLANS CONTINUOUS WALL SHT'G- ' 6. KING STUD PER PLAN FROM DBL TOP II 2x WALL FRAMING @ 7.TRIMMER. PLATE TO RIM JOIST, DO NOT II 16 O.C. EDGE NAILING REQUIRED II II II II Q • ' 0 PLACE SHT'G JOINT @ BOTTOM i = . ALONG HOLDOWN POSTS - _ 8.CRIPPLE STUD PLATE OF WALL OR TOP PLATE II SILL PLATE NAILING y 4'-0" Zx STUDS MINIMUM / @ ( )AND DOUBLE TOP PLATE 16"OC 9. 4 16d EACH END II FLOOR SHEATHING PER SHEAR WALL SCHEDULE TYP II PER PLANS AND I 16d @ 16" 16d @ 4"O.C. II I GENERAL NOTES O.C.-TYP AT SPLICE SOLID BLOCKING ALONG WALL SHT'G if LLJ 0 PANEL EDGES PER 0 Q , , =4 SHEAR WALL SCHEDULE (2)2x - Q JOINT W/EDGE-\-.-\---\- a 1--- - NAILING EA SIDE i(!! AT ALL UNSUPPRTED EDGES ` SILL 0 .1 . , . ; E . - ��' �� 2x OR 3x PT SILL PLATE • II -.. W/ANCHOR BOLTS II * I-11 SEE PLAN AND SHEARWALL ! 1 „ 1/ TS/LSL SCHEDULE FOUNDATION RIM JOIST �I �..T• . i'll _ ° PER DETAIL .�." (....) II e a n 11" H ° - 111 .N �._d e ;1 8° < °II ° 11 d. ' II. ° tr. e < a II a ' a ii $' II FLOOR TRUSS PER PLAN e ° 111 4 .a ° 11 .a A e 1 11 o 4 a II II I- 4 e.. .° d •e a 1 ° a e. . :4 .d ° ° L.�• CONTINUOUS DOUBLE II �� CO taeLl ' \ TOP PLATE. SEE TOP PLATE SPLICE DETAIL. I) 2x WALL FRAMING @ HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL II 16"0.C. V 6"OF EACH END OF SHEARWALL, U.N.O. SCHEDULE. SEE SHEARWALL PLAN,TYP II 2x STUDS @ 16"O.C. OR WHEN NO HOLDDOWN IS REQUIRED. II SEE SHEARWALL PLAN II II CO TOP PLATE STYPICAL STUD & SHEAR WALL ELEVATION 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER S7.0 SCALE: 1"= 1'-0" 6-005-01 S7.0 SCALE: NTS 6-038-01 57.0 SCALE: NTS 6-013-01 S7.0 SCALE: 1"= 1'-0" 6-001-06 NOTE: NOT 1,.. c NOTE: tv °-, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, Q ,• � �,, EDGE NAILING,SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1• SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CA co i.,_I o' M EDGE NAILING, SILL PLATE NAILING,AND CLIPS. Y > Ix o EDGE NAILING,SILL PLATE NAILING,AND CLIPS. 1 O 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR FLOOR SHEATHING • LU °vl HEADERS FLOOR SHEATHING `� `-' '� PER PLANS AND 0 • , . `~ PER PLANS AND GENERAL NOTES ; 4, ;3-3 r2 E GENERAL NOTES CONTINUOUS WALL SHT'G 2xeWALL FRAMING @ 43 :J3 c°v 160.0. 8d 4"OC ,, PER PLAN FROM DBL TOP p 8d @ 4"OC @ ha: PLATE TO RIM JOIST, DO NOT I SILL PLATE NAILING FLOOR TRUSS ; - 'S PLACE SHT'G JOINT @ BOTTOM I 1 3/4 x 14 LSL: GOOD FOR 380 PLF L' PLATE OF WALL OR TOP PLATE I BLOCKING X r, I FLOOR SHEATHING WIND LOAD < w en I PER PLANS AND ` z 1L, °' I GENERAL NOTES FLOOR TRUSS FLOOR TRUSS PER PLAN - WALL SHT'G I ROOF SHEATHING 2 x 6 CONTINUOUS PER PLAN ;4� { ;, :' c. M .--� 1_�-... .: PER PLANS AND NAILER W/(2) _�< ,��:,. } y' ,fi sG£ x. CA JOINT /E - _ __ I•NAILING EA SIDE TIM% �i GENERAL NOTES EACH TRUSS _; „- j I 8d @ 6"OC a 1 Y TS/LSL `i- RIM JOIST �I - �� siR 44 Ik!'-..!_0..r---'-''r <,A R ucTUR 1:. Offs P IVTR ------ -•I ,i7. �, ��G1NEeR /O� ►�1 12 320 1"AIR GAP �II SIMPSON LTP4 CLIP BLOCKING(ONE BAY) II SIMPSON LTP4 CLIP I,• - FLOOR TRUSS 1 II 48" II ALONG SHEAR WALL .m ABOVE SHT G. ALONG SHEAR WALL @ 48 OC W/10d NAILS --�----«- PER PLAN II 4" I . .r ROOF SHEATHING TO MAY FILL WITH @ 4 O.C.TO EACH BLOCKING OREGON 1 x 14°'TS/LSL BLOCKING SHT'G II MEMBER(AS SHOWN} II �j► CONTINUOUS DOUBLE I (ONE BAY)@ 48"OC TRUSS OR RAFTER CONTINUE BELOW ALL II CONTINUOUS DOUBLE II "��Y 15,VIP ��' TOP PLATE. SEE TOP 4" OVER-FRAMING EDGE NAILING II TOP PLATE. SEE TOP 1"AIR GAP ABOVE II �/� -� � I W/10d NAILS @ 4 OC SEE PLAN PLATE SPLICE DETAIL. I TO EACH BLOCKING II PLATE SPLICE DETAIL. SHT'G. MAY FILL WITH II CONTINUOUS DOUBLE J. E� I MEMBER(AS SHOWN) II SHT'G II TOP PLATE. SEE TOP WALL SHEATHING II 2x WALL FRAMING II PLATE SPLICE DETAIL. SIMPSON A34 CLIP @ EXPIRES 12-31-2011 2x WALL FRAMING I EDGE NAILING II @ 16"O.C. @ EA. BLOCK II 16"O.C. II 2x WALL FRAMING @ I II WALL SHEATHING [ 16" 0 I 1"O.C. = uu N Q < M s Np T yp 6 FLORPERIMETER 4 : 9.OVER-FRAMING D ETAIL 8 INTERIOR SHEAR WALL (T'yNTERIORSHEARWALL „.....0_ 57.0 S7.0 SCALE: 1"= 1'0" 6-002-06 S7.0 SCALE: 1"=1'-0" 6-030-01 S7.0 SCALE: 1"= 1'-0" 6-009-08 SCALE: 1"= 1-0" 6-009-08 z 1 i i cD c) i ui (n < w ; 1- w a ` U < ; c3 I i I ! i i 1 , 0 et NOTES: i ; 1 m 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION I I ! I ii �, NOT SHOWN. OFFSET EA STRAP TO ol r 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL I ATTACH ON OPPOSITE la SHT'G,WHICH HAS NOT BEEN SHOWN FOR CLARITY. ICI SIDES OF POST AS I ! CX III__ SHOWN HOEDOWN POST r SHOWN co 6X6 POST AT EACH 0 PER SCHEDULE - SILL PLATE NAILING I END OF SHEAR I I 1 I y - BOTTOM PLATE I I WALL,SEE PLANS AND 'z I z o 2x WALL FRAMING SIMPSON STRAP - POST OR DOUBLE STUDS I SHEAR WALL SCHEDULE I i 101 cl BEAM PER PLAN @ 16"OC PER SCHEDULE, /�-- AT EACH END OF SHEAR - j a o CENTER ON RIM FLOOR SHEATHING PLAN VIEW I i I I cr I 0 JOIST ° PER PLANS AND J WAL ,SEE PLANS AND TOP NAILING ; 2x PLATE,SEE SCHED SHEAR WALL SCHEDULE ' PER SHEAR WALL I w I ?.. / / (2)SIMPSON STRAPS WALL SHEATHING . GENERAL NOTES I n 0 PER PLAN, (1)ON EA PER SHEARWALL FOR SILL PLATE NAILING • ¢ , 11 SCHEDULE I I e. I -.--I_-- I_---i_ n•- -� I 111 - NOTCH SHT'G i • o E SIDE OF BEAM PLANS&SCHEDULE II -_ _- -- o .-_-.-. _:_ a I° 1 I FOR STRAP I I II (6)8d @ 3"00 I I I I RIM JOIST to o o e a o°; e e e o o e o e e II AT BLOCKING ONLY li��- „ 1 I _ 1 ® i� SIMPSON STRAP II ° 1 o, _ CONTINUOUS DOUBLE i SEE SCHEDULE II FLOOR SHEATHING .,-.7.-...,,,----- _�\ ~` I i I i ii z - II PER PLAN AND GENERAL ' ° .o° L ° DOUBLE TOP PTE II ' CC9 _ - ---- BEAM, SEE PLAN N 0 i • e MATCH SIMPSON �■. NOTE: O I / c�I III iir II - •Q° •m° •i. STRAP FROM ABOVE, SEE TYPICAL FRAMING I�_ NOTE:SEE TYPICAL FRAMING I i z et =,., CENTER ON SIDE OF DETAILS FOR ADDITIONAL \ I DETAILS FOR ADDITIONAL I i f _ 1 �, KING STUD NAIL •. o ° • °a- - BEAM&FILL ALL INFORMATION ; ► _-r INFORMATION I I c°Ys LAMINATE TO POST II -: , ; .. ®, I , ° NAIL HOLES W/SIZE Q 1 1 - ' i 1.11 I va POST PER PLAN W/(2)16d @ 12"OC II . OF NAIL CALLED OUT 0 MATCH AND ALIGN W/ Q= 0 II BOTTOM NAILING 1-I E W/SIMPSON ACE,TYP. 4. IN THE HOLDOWN II PER SHEAR WALL ,o i SIZE TO MATCH POST .i' SCHEDULE STUDS OR POST ABOVE Lu1 m , II • SCHEDULE 1 I I j UNLESS OTHERWISE , ; I 1 x AND BEAM, UNO. a , II \ FLOOR TRUSS OR ° 1 NOTED,SEE PLANS AND II SHEET N0. o \ BLOCKING,SEE • SHEAR WALL SCHEDULE \ / 11 MATCH AND ALIGN W/ FRAMING PLAN WRAP STRAP MATCH HOEDOWN POST SIMPSON HOLDDOWN POST ABOVE UNLESS WI REQ'D, S CU E EA END OF FROM ABOVE STRAP,SEE PLANS STRAP, (1)ON EA SIDE, (.-) II OTHERWISE NOTED, .� BEAM WITH MATCHING BEAM PER PLAN &S WALL SG D. SEE PLANS AND t SEE PLANS&o SIMPSON STRAP WALL CHED SHEAR SHEAR WALL SCHEDULE 57•0 P. a. AI SHEARWALL TO BEAM TRAP TO AM HOL DOWN T P TAIL 10 12 SHEARWALL 14 z S7.0 SCALE: 1"= 1-0" 6-016-02 S7.0 SCALE: 1"= 1'-0" 6-017-01 57.0 SCALE:NTS 6-017-08 57.0 SCALE: 1"= 1'-0" 6-022-01 S7.0 SCALE:NTS 6-022-03 v JOB N0. CEN-090 o 1 NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES ;;;; 11.1 (1)SIMPSON RBC 2x6 BLOCKING CLIP EACH BAY. @ BRACE. FASTEN 8d @ 6"OC EXTENT OF WALL LENGTH p NOT REQ°D @ SHT'G TO BLOCK°' TYPICAL, UNO 0 / SEE PLAN �) SHTG PER ROOF SHEATHING PER 'VENTED/SCREENED W/8d @ 4"O.C. 8d @ 6°'OC II SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. ii SCHEDULE NOTES 6"MAX FROM END r %' (2) 16d PER f ) OF WALL, TYP, U.N.O. ✓ice Y ' si` q�� ,� I CONNECTION/ / 8dNAILS@6"0.C, ice' �� xxx ` '1 ROOF SHEATHING (EDGE NAILING) Vii% '1 2x8 BARGE DBL STUDS II (2)ROWS OF 16d NAILS EDGE NAILING AT , II EA END UNO IJ SPACE PER EDGE NAILING EACH SIDE OF RIDGE !� li �� 2x2 TRI M IA 0 S i.-- EE SHEARWALL JI IN SHEARWALL SCHEDULE �� ,, ,_\ �� 8d @ 6"OC UNO, SEE SCHEDULE )\/ °�►„ - 1 MIN. (I C �Q II PLYWOOD SHTG WITHIN c+•-wa•� I! SHEAR WALL SCHED H Lii II %"FROM TRUSS OR /1 1 11 SHEATHING PER II RAFTER EDGE NOTCH RAFTER OR ��,I MANUFACTURED 'I TRUSS FOR n LIJ 1►..�� _ PLAN&SCHEDULE °"�� MANUFACTURED 2x SOLID BLOCKING, TRUSSES OR ROOF 2x4 OUTRIGGER 1.--- W HOLDDOWN,TYP `t- - L-- ---- EXTEND THRU � �-. VENTED BIRD BKING RAFTERS t@i 24"0C, TRUSSORRAFTER I 2x6BRACE@48"OC (.0) It �I1 WALL OF EVERY 3RD BAY SHEAR WALL SCHEDULE - °- - SIMPSON H2.5 CLIP W/(4) 16d NAILS TO BLOCK ' II' @ EACH MEMBER,TYP �C SHEATHING PER SHEARWALL EDGE NAILING UNO ON FRAMING PLAN SIMPSON A35 CLIP EDGE NAILING U.1 II PLAN&SCHEDULE SHTG PER PLAN I EACH BRACE I AND SCHEDULE J II (2)ROWS OF EDGE NAILING WALL SHEATHING I CONTINUOUS DOUBLE PER SHEAR WALL SCHEDULE HOLDDOWN I CONTINUOUS DOUBLE TOP PLATE. SEE TOP II INTO HOLDOWN POST,TYPICAL PER PLAN& TOP PLATE. SEE TOP PLATE SPLICE DETAIL. . SCHEDULE PLATE SPLICE DETAIL. 2x WALL FRAMING @ C.0 16"O.C.TYP, U.N.O. 15 HOLDDOWN DETAIL 16 HOLDDOWN DETAIL RIDGE® 18 19 ROOF DETAIL AT RAKE S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: 1"= V-0" 6-026-01 S7.1 SCALE: 1"=1'-0" 6-027-02 S7.1 SCALE:NTS 6-028-01 NOTES: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTES: NOTE: NOTE: EDGE NAILING, SILL PLATE NAILING,AND CLIPS. f•) 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: 0 ' i : N EDGE NAILING,SILL PLATE NAILING,AND CLIPS. EDGE NAILING,SILL PLATE NAILING,AND CLIPS. 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, C� N ,j NN 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 1"CLR AIR SPACE 2, PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING,SILL PLATE NAILING,AND CLIPS. , ti, I a •cf;:;), ,. INCLUDING SHEET 1"CLR AIR SPACE QJ 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS ' o 1 CLR AIR SPACE 1 CLR AIR SPACE -v INCLUDING SHEET INCLUDING SHEET ROCK CONTRACTOR INCLUDING SHEET 1"CLR AIR SPACE Q,) • _ H ROCK CONTRACTOR ROCK CONTRACTOR TO VERIFY ROCK CONTRACTOR WALL SHTG,AS REQ'D INCLUDING SHEET < a B WALL SHT'G,AS REQ'D WALL SHTG,AS TO VERIFY - TO VERIFY TO VERIFY 2x WALL FRAMING�7a D ROCK CONTRACTOR Q) :(5:REQ D "•2x WALL FRAMING II 16"O.C. WALL SHEATHING,AS REQ'D ' TO VERIFY a 16"O.C. I) SILL PLATE NAILING �) SILL PLATE NAILING " @ SILL PLATE NAILING I 2x WALL FRAMING __ II 2x WALL FRAMING �� SILL PLATE NAILING \ � :2(3) CONTINUOUS 1 Y4 II EDGE NAILING 16"O.C. ` EDGE NAILING @ 16"O.C. JI EDGE NAILING @ I) I REFER TO DETAIL �'' i) TS/LSL RIM JOIST II FLOOR SHEATHING Q FLOOR SHEATHING ir CONTINUOUS DBL 1%4 TS/LSL 1 TS/LSL 1/a TLSL 1 RIM JOIST ALONG ,RIM JOIST I FRAMING THIS SIDE ` L.,.,BLOCKING PER II GENERAL NOTES !) GENERAL NOTES G _ LENGTH OF OPENING. Al ENERAL NOTES - I RIM JOIST OF WALL \, �( _�. 11: 1! !1 EXTEND 2'-0"BEYOND -.. II ,� �4 vi DETAIL 6/57.0 ► -i.Ct, .�II .«.�. .��.I ► �I _C.' - - - -� ,N ►.�� 1!C r . i, .ter: . = .. :: �T_�..��L;I �i��.��ii ��vi-T� a:��:��5 �.� :�� -._ ?S O EN N EA END �� I i!1 C..1 t .� -,:-l�- �:f NAILING EA SIDE ∎.': =it1 -- . ---1 h ,II Ea, ill I ,►` � S�R�c�uRAt � � ---,-- inn►` II REFER TO TA .. DE IL /, 40,\) PROF�s∎∎ M ►C �'' 2 16d TOE- ∎ � G 1 N,E �/ (2)2x BLOCKING AT TRUSSES; 1 �5 ( ) 7. T -� FLOOR TRUSS PER PLAN NAILS @ 6"OC � BLOCKING PER DETAIL 6/57.0 ►;�II H II LOCNG BETWEEN 16d NAILS @ 12"O.C. FLOOR TRUSS II ®E BLOCKS W/16d NAILS PER PLAN II (2)2x BLOCKING AT TRUSSES; II NTi BL FLOOR TRUSS II (2) 1%x14 TS/LSL OF WALL IJ i�' STAGGERED CO NUOUS DOU E PER PLAN II BLOCKING BETWEEN I. �► - � @ 12"Q.C.STAGGERED I (2) 1 /x 14 TS/LSL BLOCKING BETWEEN II TOP PLATE. DO NOT FLOOR TRUSS PER PLAN I,: BLOCKS II SIMPSON LTP4 CLIP = TRUSSES W/16d NAILS @ 12"O.C. II SIMPSON LTP4 CLIP ti), ` �y OREGON 9$11 II SPLICE FOR 2'-0°' II PER SHEARWALL 'S EDGE NAILING I STAGGERED II BEYOND STAIR 'I PER SHEARWALL II SCHEDULE C"�' 15! �� SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP II OPENING @ EA. END II SCHEDULE N J• ENS PER SHEARWALL I PER SHEARWALLI II 2x WALL FRAMING aL7 II SCHEDULE 2x WALL FRAMING @ I SCHEDULE 2x WALL FRAMING© II II EDGE NAILING II EXPIRES'12-31-2011 II 2x 16"0.C. II 16"0.C. I 16"O.C. �WALL FRAMING© �) JI WALL SHTG,AS REQ'D II 16 O.C. II I r WALL SHTG,AS REQ'D WALL SHTG,AS REQ'D 1 o A WALL LOO DETAIL WALL FLO TAIL PARTY WALL LOW R TAI R PA TY WALL FLOOR D TAIL a I/ 0 < . 20 PARTY 24 PARTY WALL FLG TAIL 101, SCALE: 1"= 1-0" 6-003-05 (;)7 SCALE: 1" = 1'-0" 6-003-05 S7.1 S7.1 SCALE: 1°'=1'-0" 6-003-05 SCALE: 1 = 1 e_0� 6-003-05 w ezi I 0 i 1 .. w , cx 3 c Ic 0 10 t c 2x WALL I I WALL SHTG TRUSSES PER PLAN j a i i ® FRAMING I ; I I < in (2)STRAPS SIMPSON ST18 EA END @ 16"O.C. WALL FRAMING t ! ® (4)STRAPS TOTAL PER FRAME t►SHEAR WALL IIP 2x 16"O.G. ROOF TRUSSES - CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG // PER PLAN a ROOF TRUSS W/16D (I 2 x WALL FRAMING . ' ao II ,� FLOOR SHTG I) 3 NAILS @ 4"O.C. 1) �_ 16 Q.C. PER PLAN& II SILL PLATE& co ® 1 1 1 1 1 1 1 1 1 FLOOR SHTG (2) NAILS @ 4"O.C. BLOCKING �� I ►1 ► ►1 ►1 ►1 ►1 ►( y ►( ►t ►1 ►1 ►� GENERAL NOTES II NAILING PER PLAN Ng . I 5 .5 PER PLAN AND -III , I) STAGGER ROWS PER 6/S7.0 II FLOOR SHTG II FLOOR SHT'G l( i GENERAL NOTES ' II !z z �° ii...: BEAM PER PLAN PER PLAN& FLOOR TRUSSES WALL SHTG o I 10d COMMONS PER PLAN AND 2x WALL FRAMING iI GENERAL NOTES PER P N II I i 1 a- `'� FLOOR TRUSS I 2"O.C. GENERAL NOTES II @ 16 O.C. I �i.••,. i 1 a I O PER PLAN I @ I) SILL PLATES i.+-�i_, _.:� ! 'JI i 3 CONT HEADER I ALONG TRUSS FLOOR TRUSS All i ,> , II WALL SHTG.DO �I BEAM PER PLAN i I ,3 I ROOF TRUSS- PER PLAN ( R I NOT PLACE JOINT SEE FRAMING PLANS _: _ _,=..�1 r :.,�,.-■ �,_► ..II CI � r U -I CAPABLE OF II BOTTOM ;. ,/ �,. I) WALL SHTG. DO ■ ', , 11 I j n V ►�� II NOT PLACE JOINT E TRANSFERING _I) PLATE OF WALL y. ;, i 1 4x4 MINIMUM EASIDE, ® � � . I TYP, UNO ON PLAN II 625 PLF I �� @BOTTOM _ jI II PLATE OF WALL u") M _ �� rf! P4 EDGE > � x 4 SHIM I° /2" -II° PA WIDTH. , BLOCKING II BEAM PER PLAN �� :w ) % , PER 6/S7.0 (�BEAM PER PLAN �� -� �r�„ it CLIP@ 10"O.C. I � II DBL TOP �c HOLDDOWN %YII iii DBL TOP -.II I I ± 1 W HANGERS BY TRUSS MNF a. SEE PLAN - PLATE + it- HEADER PER PLAN l�..1.�t�1►�` PLATE r 1 - -3 SILL PER - BLOCKING @ 48" !t (2)10d NAILS k��rw►..I II FLOOR TRUSS (3)SIMPSON -_ A II (N/A AT SIM) PER JOIST "'I SHTG JOINT I PER PLAN ( I I j co z Ili SCHEDULE O.C.W/10d TOE-NAILS CONT DBL - r HGA10 CLIPS T��A p I (DO NOT PLACE it i U INTO TRUSS BOTTOM �� DBL TOP (3)SIMPSON PER WALL __--E_.___ --__- 53. TOP PLATE I) 10d COMMONS PLATE LTP4 CLIPS ALONG II I { j I THIS JOINT) HGA10 CLIPS II i I 1 y CHORD (6)@ 24"WALL c° �+lo Q °d `' 4 I) 2"O.C. (3)SIMPSON I ) PER WALL ;t / I it tt,.., i; I @ { } II n ,� FOUNDATION PER �1 �� I (N/A AT SIM) (6)@ 24"WALL t SIMPSON BEAM PER PLAN ( i w, a3 J SHEAR WALL HGA10 CLIPS - _ II I �` II STRONG WALL +o ® \�. �� PLAN c- to i . EDGE NAILING PER WALL SIMPSON II / a , N ,� ALL SHTG NON BEARING WALL / x �.� W {2}@ 12 WALL � STRONG WALL II PER PLAN I I I m PER PLAN / I t � ' t I I � = (1)#4 MIN UNO SIMPSON I / SHEET NO. U STRONG WALL I SEE HOLDDOWN PER PLAN / I POST PER PLAN z SCHEDULE / Ll./ C.) V) S70 1 Y AN FONT GARAGE DE 28 29 i SCALE: NTS 6-035-01 S7.1 SCALE: 1"= 1'-0" S7.1 SCALE: 1"= 1'-0" S7.1 SCALE: 1"= 1'-0" S7.1 SCALE; 1"= 1'-0" JOB NO. x MP - O._ EN-09 _ SIMPSON ROOF TRUSSES BY OTHERS H2.5 EA TRUSS ,/�� SHT'G TO EXTEND TO BEAM PER PLAN NOTE NOTE: NOTE: DBL PLATE AT END WALLS 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. /��/ 8d @ 6"OC ,� �� i SIMPSON 1'4" 4'-0"O.C. MAX C.1) -� - -°- - A35 @ 6x6 11.1 .M POST 2x BLOCKING SHAPED SEE RAIL DETAIL BLOCKING W/ DRAG TRUSS BY OTHERS TO FOR CONNECTIONS 2x6 FLAT -- SIMPSON ST22 (2) 16d @ 4"OC ALIGN W/INSIDE FACE OF PARTY _ ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN-PLANE II r �M LATERAL FORCE TRANSFER FROM `. WING WALL TO WRAP SHEAR WALL SHEATHING c 8d NAILS @ 6"O.C., i.\\, /. // / 0 DBL TOP AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO TYP ALONG DRAG TOP CHORD TO BOTTOM CHORD 4x4 POST at PLATE _ POST(BEYOND)OS O BOTTOM OF BEAM TRUSSES 4x4 POST . OOCM 4' � '_ (1)SIMPSON RBC 11/ 111 111 H &WITHIN 16"OF ,,// ,, BELOW .�P CLIP EACH BAY. ►l ��' ►Y1 ►Y� , EAA CORNER OF _ 2x6 VERT SHT'G AT NOT REQ'D @ VENTED jpj 1- MNF TRUSSES DECK&FACE OF .`r . BELOW WINGWALLS TO =_ 2x6 W/SDS Y"x 3" BLOCKING. ill BY OTHERS HOUSE r BE NE MPLETE SCREWS @ 6"O.C.® CO 2x SOLIQ BLOCKING, SIMPSON A35 CLIP, 4, 2 SOLID PIECE TO 6x6 POST BLOCKING m BEYOND VENTED BIRD II 48"O.C. ;� SUBSTITUTE FOR LTP4 - __ (BEYOND) BLOCKING ALLOWED II @ T CLIP PER SHEAR WALL PLAN VIEW II AT TOP OF PLANS&SCHEDULE 2x6 FLAT PT,W/(2)SIMPSON 2x WALL FRAMING --� @ A MIN.OF EVERY � ( WALL ' SHEARWALL EDGE 3RD BAY .ice I i SDS�"DIA x 3"LONG @ EA END @ 16"O.C. NAILING (BEYOND) II DBL 2x8 BLOCK G D LIJ 8d 6"OC �'� 4x4 POST &@ EA POST, _ II rigillrill_ OR(2)2x8 JOIST BELOW #10 x 3"LONG WOOD SCREWS-�--FULL HEIGHT 6x6 POST " •_!it\h II IAA � @ 12°'O.C. IN BETWEEN SIMPSON x EA END OF WINDOW SEAT S ® II ►: 16d @ 6"O.C. `� BOTTOM LUS26, TYP` WI SIMPSON A35 CLIP / �� II c,N\ — _ C.) x �• - 2x4 CONTINUOUS I 2x8 DECK JOIST r ,� - PLATE TOP&BOTTOM ,•� I „_.�► @ 16”O.C.EA SIDE OF POST NAILER EDGE NAIL PER =d �— -> •° ".._. Ct 4x6 BEAM " ROOF TRUSS II J ® \-- SCHEDULE L : **AI ° r r :*Ni■--.. $ i..��.��t�.��.: ��r�► 4x4 POST @ to LLI ' 2x6 @ 16"O.C.TYP 1"CLR AIR SPACE II , _ I SIMPSON H2.5 II WALL SHEATHING AS REQ D 4'-0"O.C. MAX INCLUDING SHEET N (2}SIMPSON I EA RAFTER, TYP II PER SHEAR WALL PLAN �` SDS 1/"x 3" &W/ IN 16"OF ROCK CONTRACTOR a EA CORNER& I TO VERIFY II WOOD SCREWS SHT'G TO EXTEND SHEATHING 2x WALL hit 2x6 WALL STUD 2 SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCKG AT EACH POST FACE OF HOUSE TO BOTTOM OF 4x6 16" ( } AT END WALL PER SHEAR WALL I FRAMING II @ 16 O.C.,TYP 54" , 1'-o' ALIGN 4x6 W/6x6 POST SCHEDULE J @ 16"O.C. 1I DIA.THREADED ROD 2x8 DECK JOIST, NOT REQ D CO / MAX � EA END W/SIMPSON HUC46 OR HEADER WHEN(2)SIMPSON HD2A ATTACHED TO 2x8 JOIST EACH END 30 KITCHEN BAY WINDOW 31 ROOF P32. PARTY WALL @ ROOF POST BASE CONNECTIOIN 34 TOP RAIL CONNECTION S7.2 SCALE: 1"= 1'-0" S7.2 SCALE: 1"= 1'-0" 6-034-08 S7.2 SCALE: 1"= 1'-0" 6-031-07 gligr SCALE: 1"= 1'-0" 6-045-02 S7.2 SCALE: 1"= 1'-0" 6-046-01 NOTE: NOTE: NOTE: NOTE: 8d @ 2"OC 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS 1. SEE SHEARWALL PLAN AND Of, N 1. SEE PARTY WALL DETAILS FOR ALL CALLOUTS NOT SHOWN NAILED AS PER ALTERNATE NAILING DETAIL. SCHEDULE FOR ALL SHEATHING, c :1; 1. OVER-FRAMING NOT SHOWN FOR CLARITY. SEE OVER-FRAMING DETAIL EDGE NAILING AND SILL FASTEN BLOCKING FOR ALL OVER-FRAMING REQUIREMENTS BY PLANS. 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, W/(6) 16d EA. BLOCK ; M EDGE NAILING, SILL PLATE NAILING,AND CLIPS. PLATE NAILING Q� . �. .o 2. SEE DETAIL 32/57.2 FOR ALL CALLOUTS NOT SHOWN ' ll . HALL BE PT AND DECK HARDWARE ' > SHEAR WALL SHEATHING I 3. ALL DECK MEMBERS S P� - II rl— —' — --�� SHALL BE HOT-DIP GALVANIZED. pii, ,_ MUST EXTEND •DOWN TO E a0 o II - �. BOTTOM WALL PLATE,TYP� 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN ._.. ® "' II 2x6 BLOCKING \�� (2)8d 4"OC °' � I CONTINUOUS WALL SHT'G ( ) @ �, �� ALONG TRUSS ai 2x WALL FRAMING @ BLOCKING ` . • -= -- PER PLAN FROM DBL TOP i� �( 16 O.C. PLATE TO RIM JOIST, DO NOT I ��._,� ROOF SHEATHING , 3 be ____J_� PLACE SHT'G JOINT BOTTOM I 1I �� PER PLANS AND < ,.4 :,_, -- @ SILL PLATE NAILING I. �� GENERAL NOTES :; = = g I= _,- PLATE OF WALL OR TOP PLATE I FLOOR SHT G I \\ M \� `� `�) I FLOOR SHEATHING PER PLAN AND II \��, A.: `,F - p N I PER PLANS AND GENERAL NOTES II }uq ,fre '. z c.., up M '�1 ` I GENERAL NOTES II \' !� U, s rt"�r i�,�..'� 313.,1 U; ( O ll, I FLOOR TRUSS �_�= �� 2x6 FLAT DECKING W/ II � ;� . I I :.,_,. PER PLAN cv o cf (2) 16d NAILS EA MEMBER II ,�- D INTO ¢ a _ - —ql f O 111 MIN 01 Mil Mal Mall II I t,,D PROffst,48 MAX, CONTRACTOR :��;;�� \ � II - -- I TO VERIFY ` ►��` I� ;,.......„ II t£� ��_ E 4 I S i�F� p II �, 12,320 I I SIMPSON LTT19 WI/ 0 III j E4=0~,--- ' --- I $ I FLOOR JOIST OR � i x 6 LAG SCREW INTO it � V' QA —e,, i I I BLOCKING OR RIM JOIST BLOCKING PER PLAN i; ,, 9,y �- 'I � OREGON EGON� � AA I I 2x8 DECK JOISTS @ 16"O.C. II CONTINUOUS DOUBLE CRIPPLE WALL BETWEEN TRUSSES I �' 15, ��` TOP PLATE. SIMPSON N J. E.�� I I SIMPSON LUS26 (3)2x6 STUDS EVENLY SPACED I LTP4 PER I j 2x WALL FRAMING @ W/7/16"APA RATED SHT'G I 2x8 LEDGER W/(2)SIMPSON 16"O.C. W/2x6 TOP AND BOTTOM PLATES I SCHEDULE EXPIRES'12-31-2011 I/ 1 I %4"0 x 4%"SDS SCREWS @ 12" I I ALONG ENTIRE O.G. INTO RIM I FRONT ENTRY I I ' ° I! CONT DBL I U 1 = N `\ JOIST TOP PLATE 1 c -)- I M / WALL SHT'G - All% PARTY WALL FLOOR DETAIL PARTY WALL @ ROOF ENTRY ROOF DETAIL o ° 36 38 i 1217 SCALE: 1" = 1'-0" 6-003-05 57.2 SCALE: 1"= 1'-0°' di SCALE: 1"= V-0" 1 I w , . DECK CON N CTION o , o IR .._.1 - x ._ .;. .:. .,..._ .. . 1. x ... ..- .. - 6 047-01 { ® SCALE: 1"=1'-0" I ! r II 11 ; { ex Iil i co 6. III Iliill ; i I I I I ' i I ; i co I 2 i iH o I s 1El o 0 i i to E I ! i 1 I ® III i 1 U - - - W co .a. C-- .�1 I ' 1 : I i I Z1 ce Lti - ® II or) ;w, i j Q I 1 E i I 0 . 'r I . SHEET NO. U 1 w v_ t 57. 2 'o a cr a. JOB NO. z CEN-090