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Plans • _ MEWED 1 a e at iI_ 1 - _� � • 1 ,,,I AR 19 2013 - - _ . _ --- c ■ 1TY OT1GARt) �U D►NGDXVISION Summer Creek SW MALLOW TERRACE \ \, 18 1 AI% ./1 t 4 7--RO I 3 --OZ)r)65 . • . . . . . • //4 7—=r13— o62`f 188.05 187,83 187.58 _ �, )27. al _ _ 1 i -,:' -s, 5.0' S.9' 1 _ ". . . . ._ M > Z� 7 : . : . .1.:0' 11.0` cl 011 1 h i i_ ilvl S T-,0, 1 3.9' • '� , . , . • . I 1 10.1' 1 Building Plan: 19 Lots 65 66 67 & 68 I 6 5 6 6 , 7 fi b Units I FF/TOW 189.10 FF/TOW 189.10 I FF/TOW 189.10 l w V nits B-C-B-A GS 188.40 GS 187.90 /TOW 188.10 Q GS 187.90 GS 187.40 '` TOP 188.56 TOP 188.56 y I I TOP 188.56 TOP 187.56 ti 1 ,V ' >- I SITE PLAN At Scale: l"-10i' 2 DISTANCE , (f) 1 1 I TRI—ANGLE 1 0 c' I o0 tos i or -1- I I 1 1 0 as'f et,,, P..ecl bye{ \1 ,41111111 I (C etc 6 C+n.1eAs;s } 1 I I ,. / 1 1 j j1 on. �4� . . 1111 /12.6 /' ; '30.0'.....mi„..„,,,__R e oNet A,„3:ae.er 2 - 3.9' A — - - - - —;� ,._ — ��1_ a- _* 15.5, V �. 15.5'— —I— — — — /'. I= O 13. M 1 16.5'J f. �a see® me sees ese ee��w — ism — .. , _ JE Glif,aki:;" : ' '' ' ', . . . . , . . . , . . . . . . . . / /Q f ,l 1oy ir Jb �l! /a1 l !,,,; . . . . . , . . . . . • iii'i ....::.:.:. r '.iy• .::.1I :ir( ;�l'.:::: : SW SAG E TERRACE RR • C E 30.0' ENGINEERING ASSOCIATES CORPORATION 17757 Kelok Road Lake Oswego, OR 97034 Tel. (503) 636-4005 Fax (503) 636-4015 7 Village I1 ' RECEIVED at 1 J \ MAR 1 9 2013 — _ — _ OF TIGAR,p 1111.111M111 Creek B SW MALLOW E T RRACE 1 ' 1�c\I 0 j87.g3 !87.58 )27�. a) 1 5 0,. 1 1.1.Q' � ' 1 11.0' . C• ` ,.`, I r , I 1 :'. 1 Building Plan: 19 ` I 65 , 66 I 67 \ Lots 65 \ 1 � 66, 67, & 68 6 8 FF/TOW 189.10 I FF/TOW 189.10 I k - �'-� Units B-C-B-A GS 188.40 GS 187.90 /TOW 189.10 FF/TOW 188.10 ` ' GS 187.90 GS 187.40 I TOP 188.56 TOP 188.56 J I I TOP 188.56 TOP 187.56 1 1 ,SITE PLAN a I il ct 1 Af, SlGNT W Scale: 1"--10' DISTANCE 10 cn I I TRI-ANGLE Y 8 O (u r3 (cerc;',5 Cen4•IeA 5 S) i MP i all 3.9 � � � mil (e7 A:I (ider14".‘ t k44:C•let r) ' i C h44, 1C1eer Floc•-cf; f ekr' i /12.6' ID J3O.0' - -0..'-_ I_. '___ _ _ X18.5' I` -9 15.5' , '� / t,� +- 5' 14:•5:, 16.5 111 inns a iiis -7/ " ...,_ , ,„ :i sae rl;f .� 4 / 1 �/,; l�/ l�l�/ll,,,,,, Q � ,„1, //, l�l j ( } : !il �1/ „ "�'4�r�•�,• I.Q Q�...��0 '•' ,:, � .: .... • .:. .-. ..'.'. . . . •:. . %.:.I ii:i'::'.. ?;..:. . :::. ... : : � ....... �;'� SW SAGE TERRACE• 30.0' I. ..: -.:., • ENGINEERING ASSOCIATES CORPORATION - - / 1- 17757 Kelok Road Lake Oswego, OR 97034 Tel. (503) 636-4005 Fax (503) 638-4015 RECEIVED MAR 19 ?013 Village at CITY OFTIGARD ` BUILDING DIVISION - ___ — =i% Summer Creek SW MALLOW TERRACE \ \ -! (\ct (t2 51,B :., :: 1111 TM �. 5.0 5,0 5:0 1 o : ' 4 I�` Ir 3 g� I I I v r.i. , , . . �. . . . , . . . . . . � I ).\, ,, �_ 1 Building Plan: 19 ! 65 I I 67 � m � � � Lots 65, 66, 67, & 68 , fi fi 68 ' FF/TOW 189.10 I FF/TOW 189.10 I Un1tS B-C-B 1`�qq GS F189.10 FF/TOW 188.10 j\-:-i Z a _ Q c GS 187.90 I GS 187.90 GS 187.40 } TOP 188.56 TOP 188.56 1 I TOP 188.56 TOP 187.56 1 1 : ''• SITEPLAN �1 I �� oy SIGHT Scale: 1"-10' DISTANCE \ (�% 1 I TRI-ANGLE O �' � tY x'05■or (0..`1-r. 1 I /I \ 0. 4.5-telin Rea i)v o. I I / \ , ' - V) ID q(,,,,,z_, Can.,,„„,s, ki- F3.9:1 C)1 a't;�'f eel- FA)'''rf; tf4r. T r� /12.6' f , , t , 30.0' 0)7(.3 (41„14,„it),4„,,,fie,,..) 0 c� . . :'-I-._ _ ^ _ � / J 15.5 2.:'5' 13.5' A 12:5' 14:5'' 16.5' mi 1 / J J.'' *-'1 _j f,: i#7/,'Ø/f// ! , — — ''.' s.� ;r / : ?I ;r;j:;:i i:;a 1;}4';rf\`\jyr.°a;�rii.::'•i rt7i:' + c 1 ri�:, SW SAGE TERRACE :: ::;: ,. .,,,:k;::.„:. 7777 . / : "I ENGINEERING ASSOCIATES CORPORATION 17757 Kelok Road Lake Oswego, OR 97034 Tel. (503) 838-4005 Fax (503) 838-4015 Village at „ . nCEATED ', �' .i. 1 9 2013 — -- — — �� C 4FTIGARI� - — ,. BUIL i ING DIVISION SummerCreek SW MALLOW TERRACE '\ 1 C 1 0 Iss.65 18 q3 187.ss i87. al 1- - - - - — --jr-ii;‘----- ._,,-, - ,\ 03 B I 5.0' 5,0' 1 � ,Y . . . . . 5..0. 1 © O 1 1 0h' T- 11.0, O ... 1,1i;Oxtrze, i , rib*. 1 3.9' I ::: I I ; V___A Building Plan: 19 y Lots 65, 66, 67, & 68 6 5 6 6 + 6 7 6 8 FF/TOW 189.10 FF TOW 189.10 t/ FF/TOW 18910 FF/TOW 188.10 Z TOP 188.56 GS 187.90 GS 187.90 GS 187.40 j --! c It I TOP 188.56 1 TOP 188.56 TOP 187.56 4 1 SITE PLAN 2 Scale: 1"-10' ti f7ISTANCE cwn u, I + TRI—ANGLE I O U' W- I , T°,5'0,, L t` I I // 1 f4,5feiiri Reel ))v(7( (Cer(6 CanissteaS+5) 40 1 1 ,, 1 L1 ,\ /l C ha^��cf e,, woi.rPi @a r, r . . /°� (k er krK ' 30.0 18.5 it 3 15.5' � : —I T �� _ ti... 15.5 ! /: 12.... 13.d — - "� 1.2,;5' 14:;5';— / 16.5' 4,4, — — / , A _ G fix !f + /l/l/1?hat!:�' . . . . . . . . . . . .,� ,, ,, � . . . . . . . ;;r.{.yv.;�;b9iq:'i%'G'. , 4it%'(':�r ,�}',,YY�,Y , 1 i . . . . . . . . . . . '..... 'c:ri::;l:c �Av l � ? v: i r f 3S: : S ;C � : S W SAG E TERR E i 1 +: 7� :. /: 0.: : a : aiil 1, _ ENGINEERING ASSOCIATES CORPORATION 1 Z / _ 7757 Kelok Road Lake Oswego, OR 97034 Tel. (503) 636-4005 Fax (503) 838-4015 EmA ., 19VE2013,0 AisT-20/3 - az/0 6,9 BuCITYLDLNO,GF TIGARD 16-0-0 16-0-0 , 16-0-0 20-0-0 , Ari.- -7-.;" .i .13,- 6 5 ,. :. __._ . : _Ayr-- ,r,i 3 - evr)64.0 A .' • , ,. . . UNIT B UNIT A UNIT BM UNIT C .., : bm 6-7---- e,i 3 — 0-0--e)(.0 7 .: FRAMING BY . , : , FRAMING BY FRAMING BY .• . . . , , • OTHERS HERE OTHERS HERE 511 OTHERS HERE ',••7 1::.:•••7. ._:•:.•••, i•-: 15-9-0 _c?: i v 15-8-8 [-:::: .„1 : ...., .... 15-8:8 ... ... ---- -- -- :Hi:- DIVIS/0/1 r: TR/15S SPAN °IT' r TRUSS SPAN Hi; TRUSS SPAN ri1. co, . /-1.4"X 14"RIM HERE 41 1-1/4"X 14 RIM HERE 111-: 1-1/4"X 14 RIM HERE 5-1/8"X 22" GLB UP.... ..,i,....,....,:. ri!I • . . ; -h r ; Miir4- . :j:-. , . 1 OSE LUS-1 - . . , ti:..:;'1„;; ,t'.•;,1 ,; .•• ; ..: 1 ' .„-.. .• . „. „ , . . : ; t ! : , I it; i ' •; , ,I :I ;,--;:::: "t t' 4,It 4-,:i'ff--- • ' ' .., ::: ,,•„„ ..: : • : . .t .: ' . Fl C<E —77,: OUT .•• , :' • • , . .. .. . . _._._.__t._._.._._.__._.____..__.._______4:t•__..__.___4':„_.____.__._____.__..T__' A---i,' ij-': .:', 1 , •. .. .. •; i (1) ..•1 ----, Hu ,,,: , .1 .•111 • • ----, Ir. • • 1 N. Li:' 9 N ii N vs . . . , CO, 111 W : 1-- : .--_____._1 , .": H..:;:... 0: 19.H ' ''- l'i!"-: i.-+ i . , s....--, :-'i:-:CC ! c:C: .,- - 0 H_,: o 0 Lo 1, ' (4) . • •, : : ' t 1: 0 i :•. ,•• GO 2'-0"0/C FROA1 CENTER l',--- . . GO 2.-0"0/C FROM CENTER 111: GO 2=0"0/C FROM CENTER i:: 0 it(0 11TH SEfi'TROSS#S 4 E, '-0'!0/Q. :1:1_,_:,! czc ...., „,.• ei.fire#,Argrimaawmg 40,-4.4,ffer :IN '. 7 -a fA-G- --TaWARDS-BACK4:4,i,--. OF"-C-DRAG'-f-TOWARDS BACK 4: !I FROM FIRST TYPE 'A"TOWARDS . • • • . • • : . HI- Cc i - :: OF THE BUILDING ,: OF THE BUILDING 1.11-i OF THE BUILDING . PA WALL . . . • . • • • . 0 • ‘,' ,:it-- : ,: , 1-:, — • . . , • :• r:.1.ii1.-.1.0 4 3S0 PL F RAG C-DRAG C-DRAG 380 PLF DRAG C-DRAG38o PLF DRAG , ,,::.,„ ,••.„:.. ..:. .....•.I: . •,..:.,.. •-.... :•... :,•,..., .••..:•. ±":::'""TT::::::-::""'It"::::::::::::'''''''"--'-'-'--liit co . . C L C c . BE M DOWN • 1- rNiq co i' o C ... C ci.) C :1'. _ II_ ; .. ,.._...:.:L„,....i H. . , 111,-,--.1 o! - I 3/4''RIM 1-1ERE 1 11 1 ' 1-.11 CQ : cl) .....it ,-'7.:--.-.-.T-T-.-.,--_-,-.7.-- --•-_-_•- •.-.:•,-:-.:-.•:-.--::::,-.4:7-6:-.-:-.T6-T.•- --,-.-ri..c....6...........,.1.::.:............................... ......l.......................____..............4.J' c 1,--:1 ---------------------,--------------------------------------------------------------- -------------------- --------T,'.' AG-3 .,' ,!.' ::.'1 i , n ,....: • 03: . .. .. : . —. co. . : ;3-6-8 L-L, 3-6-8-41-:: U3 4,, II 3=8-8;c4E1714 4: Lil• . „ . : : .. :. e i - -:.:_:- H 1:t iii r- _:.- Cc e :_::• , :: , ,.-, • r.:___ i -44-4-i L,-1 11- ._, . ... .. ._. .,.. ‘1. ., . : • • , : ,- I.(.0 is • : ,-:- 0., ,• ., : : ., g ___: ”1-*T-' Li:: 8112: (p._ — .... I.:Li Oi- 0 . ...,_ .,. . .•• . . ..: 1-, ',rt 1 1 ','GUS26-2 LI • • ,.0: !H ,-,„, -- .. :,• . . , ., , 7,:i.• 'i i(0 _,-..,:..,..._ zrf,CC!,, cm . USE 2.`-0"0/C FROAl 1: : --I.V, 1-Lti T. LISE 2.-0 0/C l'ik ,::: --,-, ....a USE 2'-0"at FROM ,. Ili: ; - ■ ,-- ......-- Cb -1' .... Er:- ,,.. -_,_ : • , : . , I : , CENTER OF FIRST ji , ,..., 3-- , .:. . , ,..- '1 : 'i I.:1 r... 00 .„.., , .1,-- ,,,1,-: 0 .7 FRO/II FIRST -;.11 VJ..... CENTER OF FIRST .... : . .,, , . . :: :: .- ■ : 1 ix) - . C) C-SILIB"UP'10 ., :,z (':'. .r..-U Z l't...) TYPE''C"TO ,--::i "C-STUB"LIP TO i 0 Hi t :1 CO -t'.'. ,, . , ... , ' v... . . TYPE"C"BEHIND --""i': klf Ll: ?<,_1:]1, ■:( ' ,_.,.. UP TO TYPE"C" !III ;.<[!'l ICC T1TE"C"BEHIND , ....: ... . .__. -,— ......:: 711.0.1111W ... .... ... .. -1.. . .. . I ,•.: '--. ON-tkr I I -: !-: ;`1-i:' Z ! BEN/ND-"&D- RAG':'1 1 el:' ---Tli- AG-2 11.., , ,, : 1_- 0 ,•, • , .....4 :,'H . .., . . cr-- .., 1 "g•0 0 i' • .:--; .••' . . L L: L•, -: -,- Z , . . ; CG 1:1:- r--: - CG fll_ CG ri: q 6 „ -----------------------------v-=-------vn----------t'..:y-----------------------------Tri---------------:------------4----------ti,:i ., .. .. . .. • ::: „::..,:'. .:1 ,.•••:•; . ..„: '':---w, ' '.. :/....t i.;t: I: I: : : •: ! „ ,: : • . t t: C C9 , .• . .: i .. . ,. .. : . , .•••• V. i h 'Cl. ......1 ,,,,, ,, ;i' : ::' , •, , :, . .• :.. . , ,, • , . , ‘......... th: =i H!------------------------------------------------- C co 3-1/2 X 14"UP ' .'„•..!' —. ':„ •.:. .. .. , . .•. • : :.-H, _____,..:' ;,n cr.: i in '71.4;:i...___ . .. ' • ,., , ; .. -....................._.......,_}.....,................._,..................................................._...._ •.,j 3-1/2 X 14"UP . ! il ) i I 1-1/4"X14"RIM HEREIL l 11'l'' ',(.9 . hi:: - •.. ... : .: . : [-., • . 1 , 6 : ,-: _ : : _-4.,, _NO FLOOR TRUSS .:0 ..q ..; I'1 ": :V -- '-•, ' --, _______________&_:_ .i' • - :-- .- .- .- : .- - .- -- ..- ' .-.`1:: .. ... • sr' -'. -. -- --,-=-- - ' I----':. - -:- -. -- ----- -;‘.-.1-. 1:,,, s , a --1- : C2 --: I-_!-_-1 k: I 1 1-_ C2 2-0-0 . • . . . - : -'" - "' ' , V • .• .'-. I-. .. .,‘, . „ 10-7-0 . • . , 3-1/2”BEALAI-UP 1, =.; , : . . : , .. L 10-6 US-46-0 : STUB INTO BE4.AI 1 , . ..' . .•• : : USE LUS-46 10-5-0 • 5-6-8 : 5-11-12 • : . : . . . , : : 12-0-0 • : • .•., s : :---- H , .., 5-7-0 ! 10-4-0 „. 8-7-8 :•• .._. .. , • . pLILTE HOMES : • TRUSSES STUBBED BACK 3-1/2"HERE FOR BEAM UP , • , • BUILDING 19 FIRST FLOOR JOB# B1301885 • THERE IS ONLY ONE 2'-0"0/C& GO FROM DRAG TRUSS INDICATED "A08"TOWARDS BACK 2=0"0/C FROM LAST RECEIVED ON BLDG-16 STRUCTRUALS OF BUILDING "Cl"TOWARDS BACK OF BUILDING MAR 1 9 2013 67-11-8 GITY OF TIGARD € BUILDING DIVISION 15-11-0 16-0-0 16-0-0 K 20-0-0 DUCT CHASES CENTERED OVER KITCHEN SPACE UNIT BM UNIT C UNIT B UNIT A FRAMING BY FRAMING BY �-: 9 FRAMING BY Y ` ' FRAMING FRAMING BY Y ° OTHERS OTHERS ' OTHERS OTHERS . ....- ...,......_- 1-i/4"x 14"RIM HERE 1-1/4"x 14"RIM HERE /-1/4"x 14"RIM HERE 1-1/4"x 14"RIM HERE - f • • SPANS OF GIRDERS:. . 1588 1588 ' • E Q 11 ,- Ch ¢ ¢ ¢ ' TYPE 1A f5S112 -_ :.i APPRO TOLIET-t ROP [PP1C?X, T ffT DROP .PRtxC � � R[PI ;' E ?Lt C SE HE E f_. rr rr r rr :, DRAG ;'� ' N. `- ° TYPE A03 81-5" `: 2' Of/ ° • • 380 PLF DRA Cs��"� • ? V • r r• - ® DRAIN ,. ,...------- . r,; TYPE A ' • n_ - • FROI ill OCrTft IIV r " 04` 3'_g-1/2 c.�rloN — KIT CIE'�T 1�AL 7-10-4 c oRa� _ . A 5 /� , } .....__ ( TYPE "A06" 15'-8-1/2" } T A01 ''� A08 �, A01,-A W a y ; TYPE GO °' 9 T -... ... 3-6-8 'i� T "A08" _ , ` 7 3,4'X f 4 Rini i.-4---: j �� t7 M f ° k TYPE "AQ9r' �6=0-3/4rr• ., ° W W Q y _-C W Q — — Q • ' y:Qw� tU 3 TYPE "A01-A" (5'-8-1/2" H S 2• GU 6 ) V) �C 0 k— • • ' ... 3 M..... — — 710 O 3 6 8 *- co ,- •--- -1-1-10-0� c� - ' 11 3/•4!`T E)11C C11 0 1ZE c� o- A06 FACE °° 1 T. r .€; Ao4 PUL TE fPIOfVIES „ I SUMMER CREEK TOWNHOMES• i ti M - BUILDING 16 UPPER FLOOR TRUSSES cQ V • \ U � o �' o cg f ¢ U ::3 0 ° 1-1/4"x 14–"RIM HERE r ■ ' OUT- r • 1-1/4"X 14"RIM- :` 1-1/4"x 14"RIM HER" ERE i-0-0 N - N B3A 1-1/4"X 14"R/M - /4•'x 14"R!!i9 83A 46 • PROBUILD CLACKAMAS TRUSS 1-1/4"X 14"RIM 1-114"X 14"RlM K 10-11-8 4 11 8 7-1-0 7-8 0 4 11 8 10 11 8 8-0-0 12-0-0..-. a �JB15+` B tl f �7 2X6 STRONG BACKS . FRONT STRONGLY ECOM M D . REGULAR FLOOR TRUSS CENTER WEB REMOVED OR FROM':4O9"GIRDER TRUSS TO ALLOW FOR RADON GAS VENT PIPE REQUIREMENT ` BLDG#1 9-SEC , 1 68-0-0 15-11-8 15-11 8 15-11-0 19-11-8 . RECE1Vj ) . . , REGULAR 4-3/16"HEELS REGULAR 4-3/16"HEELS REGULAR 4-3/16"HEELS 1=4-3/16"HEELS HERE y ;', . . �� 9 � 1 1 T 2013 CITY OF TIGARD , : ill „ , ! 1 1, 1:' iEfTh: 1 dr,_ 11 , 1 11H BUILDING DIVISION f '+ o • 0 i, o j i . 11!!il! F 1'i i .'Limit Ai � 68 , T T 6 . L _ i ��I • 5'X 10 FURNACE SPA 0 Cg ° o 'cEjp :, : ,, H-:-,' � ' FURNACE PAGE a CE 0 5`X 1 °w w 5 1 d INS TRUSS o, o' � ° FOR S �P�£E rn o M : ? co IN TRUSS N,T R .S r 6/12 € -P i 6�1� CO2(3) C�3(C) 02 2 �` ) A03 5 td: A03 5 A42 ^�) B02(7) A ( ( ) ;;; HUS- 6 • 6/72 • • I3 _, j • i HUS- 6 7-1;1-8 " :j P2 1 P1 • • ,O O 1 1111 8/12 . o P € g EO2A i ' E02 MO o 8/12 .i.- :4 x(3) k 4" o I :1':::.,1,9q__...........1],.'_!_ _ .. -- -o PE s........_ Ni.......... L02-A o ? G EO1A 1M LOi..... LO1 • • 6/12 . 5-6-8 4-11-8 10-5-0 11-0-0 _ 4-11-8 5-9 8 10-1-8 5 6 8 10-11-8 ROOFS AT FIRST 6/12 II • 8-7-8 11F ` ��** �+ r0 (5)' USE LUS-24 AT ALL • 7-8-0 LOWER ROOFS AND CENTER HOMES •• 'AT EYEBROW ROOFS SUMMER CREEK TOWNHOMES BLDG-19 ROOF EYEBROW ROOFS AT UNIT"C"TYPICAL 1-PLACES 200 PLF DRAG APPLIED PROVIDING 5 TOTAL ALL UPPER ROOF COMMON TRUSSES TO MAIN UPPER GE TRUSSES DESIGNED FOR FURNACE PLATFORM PER PLAN SPECS i 2X4 VENTS BLOCKS .PRO BUILD CLAC f1AS TRUSS PROVIDED AT TRUSS HEELS-TYPICAL JOBS B1301888 MAC 1 2013 I3UILDING DWISIO , - - - --,- - - _ _ 1 o SUILIN SGUAR FOOTAGE: SUILIN I SHEET INI7EX: o r--.1 E C\I Summer Creek C9 I Iq0 5F E3UILDING SHEETS: �, T SECOND FLOOR 2562 SF �f.00 COVER SHEET • THIRD FLOOR 2556 5F Iq.lO FOUNDATION/ SLAB PLAN (f) TOTAL HEATED 550a 5F 11.20 FIRST FLOOR PLAN :_ • _ • Iq.2I SECOND FLOOR FLAN GARAGE 2118 :FF I1i.22 THIRD FLOOR FLAN TOciCttE� t� vC �Q �: • 1 0 0 Towrthomes PORCH a5 �i.30 ROOF PLAN GHEE ( �3) 63�-417 a� TOTAL AREA UNDER ROOF 1511 SF 11.40 FRONT ELEVATION Prior to footing insp�tion 1.41 REAR ELEVATION Final inspection: Pia'tO filkai biji;Gfig iiiiftiViiiki Q \ 11.42 SIDE ELEVATIONS O 11.51 BUILDING SECTIONS - UNIT B A4 1 ABBREVIATIONS SYMBOL. L 6END• • 11.52 BUILDING SECTIONS - UNIT 0 ;-'Cl) 1 IA ADJ. ADJUSTABLE DW. DISHWASHER HR. HOUR REF. REFERENCE DETAIL REFERENCE: DOOR TAG: UN I T A: 1 1.55 BUILDING SECTIONS - UNIT 5 tt 2,_, ,,,,!-1 A/C AIR CONDITIONING DAR DRAWER HYD. HYDRANT REIINF. REINFORCE (D)(ING) 3068 FIRST FLOOR 60 SF 1154 BUILDING SECTIONS = UNIT A `V ALT. ALTERNATE DWG. DRAWING N. INCH R.A. RETURN AIR q DETAIL NUMBER HDR. @ i=10 , r".1 SECOND FLOOR -705 SF UN I T B - MIRROR: A.B. ANCHOR BOLT DIV. DIVISION INGL. INCLUDE(ED) (ING) RB5 ROD AND SHELF DI _ - - - ;mil SHEET NUMBER B2 1.2 UN I T 5 FOUNDATION/ SLAE3 PLAN, FIRST FLOOR PLAN EN t°"1 SIZE: FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR b�� SF D UNIT FRONT LOAD GARAGE Cn ABV. ABOVE DN. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOG RS ONL TO AL HEATED 1460 SF ONLY TOTAL E32 m 2.2 UNIT E3 SECOND AND THIRD FLOOR PLAN = END UNIT � A.F.F. ABOVE FINISHED FLOOR S. DOWNSPOUT INT. INTERIOR . R.O. ROUGH OPENING N O ARCH. ARCHITECTURAL ELEC. ELECTRICAL KIT. KITCHEN SGH. SCHEDULE BUILDING SECTION 1NINDON TAG: 8-3.0 UNIT B = INTERIOR ELEVATIONS Pmilmi .v. ).-4 l'''11 3060 SH 82-4.2 UNIT B - ELEGTRIGAL PLAN - END UNIT = FRONT LOAD AR AUTO. AUTOMATIC EA. EACH LAM. LAMINATE GARAGE 620 SF GARAGE L L MINATE BHT'. SHEET R��R�NG�. ASPH. ASPHALT EQ. EQUAL LAV. LAVATORY SIM. SIMILAR HDR. @ �'610� PORCH 55 SF UNIT B: BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY S.C.. SOLID CORE A SEGTION I TOTAL AREA UNDER ROOF 2115 SF BI-I.2 UNIT B - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - FRONT LOAD GARAGE ERG. BEARING EXH. EXHAUST LVR. LOUVER SGL. SINGLE Jb•I SHEET NUMBER SIZE: FT. IN WIDTH FT. IN HEIGHT HEADER HEIGHT 51-2.2 UNIT B - SECOND AND THIRD FLOOR PLAN - INTERIOR UNIT BET. BETWEEN EXIST. EXISTING LTG. LIGHTING SPEC. SPECIFICATION B-3.0 UNIT B - INTERIOR ELEVATIONS B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT 5Q. SQUARE REVISION OPEN I NG TAG: UNIT 81-4.2 UNIT B = ELECTRIGAL PLAN = INTERIOR UNIT = FRONT LOAD GARAGE il 4. 11 ' BLK. BLOCK FIN. FINISH M.B. MACHINE BOLT STIR. STANDARD ,RE ERENGE: 3070 G.O. UNIT 0: ,j�. BLKG. BLOCKING FIRST FLOOR 46 SF MFR. MANUFACTURER ST L. STEEL R FLOOR L L FL LOOK ( ) GI-1.2 UNIT - FOUNDATION/ - - BD. BOARD F.D. FLOOR DRAIN MAS. MASONRY STOR. STORAGE A SIZE: FT. IN WIDTH FT. IN HEIGHT SECOND FLOOR 643 SF G OU DATI ON/ SLAB PLAN, FIRST FLOOR PLAN I N TERIOR UNIT FRONT LOAD GARAGE BOY. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING STRUCT. STRUCTURAL THIRD FLOOR 645 SF GI-2.2 UN I T G = SECOND AND THIRD FLOOR PLAN m I LATER OR UN T BLDG. BUILDING FLUOR. FLUORESCENT MATL. MATERIAL SIM.• SIMILAR TOTAL HEATED 1552 SF G=3.0 UNIT G - INTERIOR ELEVATIONS GAB. CABINET FT. FOOT MAX. MAXIMUM SYS. SYSTEM CONSTRUCTION INTERIOR ELEVATION GI-4.2 UNIT G - ELEGTRIGAL PLAN = INTERIOR UNIT - FRONT LOAD GARAGE CPT. CARPET FTC. FOOTING MECH. MECHANIC (AL) SHTG. SHEATING START POINT: REFERENCE: UNIT A: GARAGE 501 SF GLG. CEILING END. FOUNDATION MED. MEDIUM TEL. TELEPHONE AS-1.2 UNIT A - FOUNDATION/ SLAB PLAN FIRST FLOOR PLAN - END I N T - FRONT LOAD GARAGE GLG. HT. GEILIN6 HEIGHT FURR. FURRED(ING) MEMB. MEMBRANE T.V. TELEVISION PORCH 11 5F U START FO I NTdIIIII\ TOTAL AREA UNDER ROOF 1558 SF A3-2.2 UNIT A - SECOND AND THIRD FLOOR PLAN = END UN I T OEM. GEMENT FUT. FUTURE MIL. METAL TEMP. TEMPERED '�iP' AS5.0 UN 1 T A = INTERIOR ELEVATIONS G TR CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD ELEVATION # / SHEET # A3=4.2 UNIT A = ELEGTRIGAL PLAN - END UNIT - FRONT LOAD GARAGE G.T. CERAMIC TILE F.A.U. FORCED AIR UNIT MISC. MISCELLANEOUS 116 TONGUE AND G ROOVE CUR. CLEAR(ANGE) F.O.S. FADE OF STUD MIN. MINIMUM T$P'LINE TEMPERATURE AND PRESSURE LINE . UNIT DETAILS: GLO. CLOSET F.G. FINISH GRADE MLD. MOLDING T.0.5. TOP OF SLAB AD.I ARCH ITEGTURAL DETAILS COL. COLUMN F.5. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE FIRST FLOOR 5a SF AD ARGHITEGTURAL DETAILS (y t 3 C TI ARD SECOND FLOOR 513 SF T6 LEGEND: Q GONG. CONCRETE (GAS IN=PLACE) F.J. FLOOR JOIST OFF. OFFICE TYP. TYPICAL GRAPH I G AD.3 ARCHITECTURAL DETAILS ,mss Approved - ti �� -�-�•^(�,1..,} r"- ■sss srs••ss•■ss . es ■ sc: ■[ COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM < . THIRD FLOOR ✓13 SF • ]'1 1©12 rave:_■...■■•.•■t■■ CONCRETE STUCCO OR _SAND TOTAL HEATED 1186 SF AD.4 ARGHITEGTURAL DETAILS t' ea �,aQ;o�kC� --j� _ 1 y 'pprovei CONCRETE MASONRY UNIT GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL. TOP PLATE � 6 (SECTIONS) (PLANS, ELEVATIONS) AD.5 ARGH I TEGTURAL DETAILS _ ' ' o. o ova.•=�€ ■� ■.��.. . CONST. CONSTRUCTION G.G. GENERAL CONTRACTOR O.H.D. OVER HEAD DOOR U.N.O. UNLESS NOTED OTHERWISE J WP 1.00 WATER PROOFING DETAILS CONT. CONTINUOUS OR CONTINUE GL GLASS, GLAZING OPG. OPENING VEST. VESTIBULE �♦�♦�[ GMU (PLANS . I BRIGK GARAGE 480 SF "� _.__. ��♦ WP 3.00 WATER PROOFING DETAILS litcifix[� iatu�r:.. _ _ , _ GJT. CONTROL JOINT GL. ELK. GLASS BLOCK OPT. OPTION,OPTIONAL V.G.T. VINYL COMPOSITION TILE , A AND SECTIONS) I (ELEVATIONS) °' PORCH 18 SF � __ CORR. CORRIDOR GYP. BD. GYPSUM BOARD OBS. OBSCURE V.I.F. VERIFY IN FIELD WP 3.01 WATER PROOFING DETAILS LIQ c i ..r` - . �� GRAVEL HORIZONTAL SIDING TOTAL AREA UNDER ROOF 1682 SF kr: : �, ,Data: C w G.W. GOLD WATER GYP. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF >0 0o 9, 00 WP 5.02 WATER PROOFING DETAILS >0000000� (SECTIONS) (ELEVATIONS) �,� x---4 .1 GER. CERAMIC G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER CLOSET ^�^�^�^� NOTE: WP 3.03 WATER PROOFING DETAILS C.�(_.-PG" rl LO k, R. CIRCLE GW5. GYPSUM BOARD PL. PLATE WP. WATER PROOFING ‹/\\/\\/\\. SOIL � _ STONE FINISHED SQUARE FOOTAGE CALCULATIONS FOR TI-71S FINISHED SQUARE CALCULATED BASED r - v / / / IS HOUSE wR� CALCU WP 3.04 WATER PROOFING DETAILS � [iKt3i �v GLK6 CAULKING HDW. HARDWARE PLMB. PLUMBING w/ WITH T N PLAN DIMENSIONS ONLY AND MAY VARY FROM - ;=ooTA0E OF _ _ , � _ _ �,•:�=�: , \,\��,\��,\\�; (SECTIONS) (ELEVATIONS) HE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE IAIP 4.00 WATER PROOFING DETAILS [,( O 'ei.) 0A --t- ,,SPECIFICATION BOOT( Q G.J. CEILING JOIST HDR. HEADER PLWD. PLYWOOD WIN. WINDOW FACE of STUD. WP 4.01 WATER PROOFING DETAILS :UCTURAif CAWS DET. DETAIL H.V.A.G. HEATINGNENTING/ PVC. POLYVINYL CHLORIDE w/o WITHOUT FINISH WOOD _,111 /II STAGGERED `SHAKE ,-a �� - _ , ; - ,- ,'� DIAL. DIAGONAL AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT WD. WOOD ))J_ (SECTIONS) I �1 (ELEVATIONS) WP 4.02 WATER PROOFING DETAILS V DIA. DIAMETER HT. (HGT.) HEIGHT P.S.I. POUNDS PER SQUARE INCH .L W WASHER AND DRYER WP S 00 WATER PROOFING DETAILS `" ( °-c . 2" ' DI DIFFUSER H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON r4$%$$ STONE PERFECTION SHAKE PLANS WP 5.01 WATER PROOFING DETAILS �1 � �1A ' DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER �� ( ) (ELEVATIONS) WP 5.02 WATER PROOFING DETAILS Approved plans 015P. DISPENSER HORIZ. HORIZONTAL RAD. RADIUS W.R.G.B. WATER RESISTANT BRIGK shall be on job site PRODUCTION MANAGER R. POOR H.B. HOSE 05E BIBB RE P. RECEPTACLE GYPSUM BOARD G EGE GLE // (PLANS) Gary Cuip ENGINEERING: 51 GENERAL NOTES RELEASE DATE: 12/23/10 52 FOUNDATION PLAN OFFICE COPY REV # DATE /DESCRIPTION 53 MAIN FLOOR SHEARWALL $ SECOND FLOOR FRAMING PLAN UNIT B&C REVISIONS 54 SECOND FLOOR SHEARWALL THIRD FLOOR FRAMING PLAN - z cn 04/01/2011 55 THIRD FLOOR SHEARWALL $ ROOF FRAMING PLAN O J 56.0 STRUCTURAL DETAILS °w" A ' S`7.0 STRUCTURAL DETAILS Q NRAL GOND I TI ONS: GODS GOMPL I ANGE: PROJECT TEAM: 511 STRUCTURAL DETAILS N 51.2 STRUCTURAL DETAILS O ul ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, I ND I GATED, GOVERNING GODES: OWNER: PULTE HOMES - PORTLAND DIVISION z (y n REASONABLY INFERRED OR REQUIRED BY ANY GORE WITH .JURI SD I GTI ON TO COMPLETE THEIR SCOPE OF WORK. 200a OREGON RESIDENTIAL SPECIALTY GORE 16520 SW UPPER E30 ONES FERRY R . n w • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL 5E THE RESPONSIE3ILIT`r' OF THE SUITE 200 0' G a SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEENT OVER SCALE. EACH SU -CONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 5 PORTLAND, OR /1224 J I T PLAN• -_ A X 0 THE FIELD MANAGER ANY DI SGREPANGY OR OTHER QUEST I N PERTA I N I N TO THE WORK I N 1 \ OU 5 0 5 G O E O NG DRAW I GS AND/OR cn SPEGIFIGATIONS AS DETAILED IN CONSTRUCTION AGREEMENT. BUILDING HEIGHT: 5`1 -10 TO RIDGE t` � w li v-1-1 G o PHONE: (503)221=1131 w NI • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OWNER AND SHALL BE GONSTRUGTED IN ADDITION TO OR FAX: (503)222-1111 m A l!-I 0 MAP TAX LOT NUMBER: LOTS 188 Q 1 N LIEU OF THE TYP I GAL CONDITION AS PER THE SPECIFIC -JOB SITE SELECTIONS AND ADDEINDUM AVAILABLE THROUGH n w / THE FIELD MANAGER. PARENT PARGE S : I I I s 00100 -- m G V • EACH SUBmGONTRAGTOR SHALL BE RESPONS 1 BLE FOR ALL WORK AS OUTLINED I N THE SCOPES OF WORK AND E L( ) S SGA 00 00 b H15E M S SPEC I F GAT I ONS AVAILABLE AT THE PULTE DIVISIONAL OFF GE A5 I ND I GATED I N THE fi I TLE BLOCK. I S 113GA - 00200 �� v� / \STRUCTURAL HARPER HOOF PETERSON RIGHELLIS ING. 1- 151 I SGA - 00300 • w ENGINEER: 205 SE SPOKANE STREET s. - �_ ;I___, w /�inn s - .. ;� mom_ ( / \ISIISGA = OI000 SUITE 200 �` : � ��t „ :et��e�� SW 135TH AvENU:0=.......? d.t.PORTLAND, OR 7202 N �Ir..... . X _OGAT 10\ ADDR-SS: PHONE: (503)221-1131 \ N g �'_ •�_� PROJECT TYPE FAX: (503)222-7�7gq 0 SAP' �► f 1 to MF LOTS 1616 84688 = 5W ROSEMARY LANE ti oP ,,; �. LOTS I`1-6a = SW SAGE TERRACE O `�� '' o LOTS 601-a3 - SW MALLOW TERRACE '+' " `\ � i COMMUNITY NAME TIGARD OR c17225 - �� ' '�'i 2� N�: w P ��► 3 s N Summer Creek CIVIL PINNACLE ENGINEERING \ :`�� :. � a �� ENGINEER: 1�1�15-1 KELOK ROAD _ mod *,. m TOWnh om a d� L es 0 a GA- DESCR �T 0\: LAKE OSWEGO, OR 11054 \ ry , o LAWSON COMMUNITY ID TRACT "A AND LOTS I-aa, NGLUS I VE OF VILLAGE AT PHONE: (505)656=4005 ' �. ' W 0000 W SUMMER GREEK I N THE G 1 TY OF T 1 GARD, WASHINGTON \ p � � !� J COUNTY, OREGON. FAX: (505)636-4015 y 6"� _ ''-' O GARAGE HANDING kic a arw.: (,) 0 . Varies 1 \ 1:7--------_S 1 1 Y \ 1p � /- %j �' z SPECIFICATION LEVEL... , ahlik11141:. 1 - � *1 MO z NN: -��\ �- N PLAN NAME , % ,. �� N N1BER /NAME PLAN NUMBER 0 z LSON PLAN ID a 000 1 \ ;;� � R \, Ro - ®O®® lit \_ �o �4 a � q ,4a SHEET , - 1900 (c) Copyright Pulte Home Corporation - 2009 . PLOTTED: Mar. 30. 11 / Ranslow. Kevin / COVER SHEET / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG 1 - _ . 1 O1 O 1 I' � N O aj 4_ 68'-O" �. 4_ • T--4 (.1 / c� L\ 161-0 I 161-p 16'-0" 20'-0" • r-� '>-izi v) / / / / / , i° " I" i I" i I" i I" i " I I 11-5 -1 q 5°52 5°32 (1,_3„ I -52 5-32 q °S 11=5- 111-1021 2 16'°5" 1'°102" •• � 1--i N / / / / 1 / / / / 1 y / a I'—i ems r — — cn 0 a.);-. riCi r r r r r r i \ \ rri 8 ` III%%::ro °I, ) t.).____ i„.4.4(t ...2 't o �a o P5G I o ;J-1 c.f) ;.,1 s .03 i O P3.0__ 0 T.O.F.W. 2 — 1 P"1 T.O.F.W. T.O.F.W. SEE 100'=0" AD.2 100'°O" 100'°0" PACE 52.1 T.O.0.5. T.O.C�.S. 7.0.0.5. T.O.C�.S. ciq�°4" :: " G �� 8'' ,:, 15'°4" 8" 1(11-0" s /-/ / / / / ///// ///// ///// ///// ///// ` o ////// �` - 4 AD.I I- 1 °81 41=®� 4-O I'-6 4'=0" I'°82" A� . '1 ♦ c.f)...] I ______ 4-=O 41=12' O I I / I O O O --I A _I J o d- a 0 's 0) 'n ,$) d < < 4 I V 0 - _ 0 0 -' 0 III -IN -IN III -IN 1 0 if) AD.I in O AD.I O O PRODUCTION MANAGER Gary Culp ♦ RELEASE DATE: 12/23/10 REV f DATE /DESCRIPTION UNIT BBC REVISIONS i 04/01/2011 0 J a w / \ J -IN T.O.F.S. T.0.F.5. T.O.F.S. 7.O.F.S. a cy 100'=0" 100'°0" ♦ 100'-0" ♦ Gf q'=0" to n I / \ Hi O i 1- T.O.F.W. T.O.F.W. T.O.F.W. 1- T.O.F.W. T.o.F.W. V w loo =p� 100 =®, o I oomo �l,=p. Z A, /1 , i W 1- 4-21 2z" CC W n /)r \ /./ o g Ut I - ° I—� nw – u♦ ♦ –Icy ♦ v n� _ A3 �- " 2I c9 A3 9 O 2 _� AD.1 O wP1.00 71- o l wP1.00 11-11n 0 II- N CO ♦ T.O.F.W. F En 4, T.O. .W. w` ♦ _ ♦ 1 018-2 ®O I 101 -p T.O.F.W. T.O. - x(/)O 100-0 qq , m 9\ \ . . . . 100'-O, -♦ , _ to or) s r-_ O\ m m - – Yr N c., PRO CT TYPE z♦ ♦ J ♦ ♦ L \ W - ♦ ♦ o MF T.O.F.W. 1 .O. . . N 01.11-2"�_2 � (1011_2„ o 0 0 0 Aik 6 E31 A2 I A2 wPl.00 Igs3 Iq.54 Iq 54 Nii COMMUNITY NAME 11.51 11.51 11 52 W ® Summer Creek Townhomes I I I I I I o LAWSON COMMUNITY ID 10'=5" 5'=62" 5'°102" 10'=2 " 5'=62" 1 O'-5 " 8'=72'' 11'-4" / / / / a OOOO I,. I I,t w 15=112 16 =I 16 =0 Iq °112 ce / / / / GARAGE HANDING 68=p Vanes 'I Q UNIT 5M (LOT ro.5) UNIT G (LOT r'&), UNIT B (LOT eo 1) UNIT A (LOT ro 8) / SPECIFICATION LEVEL T.O. FOYER SLAB = 100'-0" T.O. FOY!R SLAB = I00'-O" T.O. FOYER SLAB = 100'-0" T.O. FOYER SLAB = 01011-0" 0 0 (SEE SHEET 52-1.2 FOR (SEE SHEET G I-I.2 FOR (SEE SHEET E31-I.2 FOR (SEE SHEET A5-I.2 FOR Z (,) PLAN NAME A1X0 I TI OVAL INFO.) Ater,I TI OVAL INFO.) Ai,O I TI OVAL INFO.) Ayr)I TI OVAL INFO.) J 0 cn NPC PLAN NUMBER 1- 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME I 0000 I 0 ...) %t\ ATIO \i, SAS l A \. SHEET 19.10 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / SLAB EDGE PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG O � N N 0 .-F-2 . el 1 i. 68 -O ^ / / (i J 16•=0 Ib,=0�� 16,==0" 201°0�� • P"� / / / / / CL) --ri o CI \ \ rti 1 !,.4 flu ;...., - Ct 2'.AD2 !ii_ 2 -ri I = � o 0® 0 0 `4 i AD.4 Si ic2 1 (1' : _ L 7,-- pg7 7 i^ 0 . • . 1 I t ... • , 0 0 0 .:4-' 1 1 1 1 4 AD.I I _ o 1 o o D = CO J 0 O �- ° d- % ►-a is - - -- ---- -- - - i i I i � co 1 1-4 w C.f) ___j _ _ - _ _ _ - �` c`` PRODUCTION MANAGER �� \ Gary Culp RELEASE DATE: 12/23/10 © 1 III REV fi DATE /DESCRIPTION AD.S II' UNIT B&C REVISIONS 1 u ` \ 0410112011 TYF. �,i iI o �\ LEI, w 13- / \ V ,_ ti)111- ---.8 Z n i ir___ 2 AD.I 1 ii igh O AD.I 1 1 ® X i/ 1 Li Lv =1° (\7\ .1 N�_ -77 I Ill IC - 1 A in:I = k- 7, 'i rI, - 0 w = 1 1 _ = a �1 �I — _ EV- - id (11 v=i = M Oj �- - - - O1 ! ,r -r.- o N _ - (p - - - PROJECT TYPE � - __ � zo PROJEC \ \ EL T - — MF cn ..i_... ,_ 0 J a COMMUNITY NAME 11, B2 �I I�� GI G2 �I �2 2 Al ?�2 N Iq.51 AD.4 IG.52 IQ.52 AD.4 I -AD.4 Iq.54 IQ.54 N Summer Creek 7 Townhomes 0 LAWSON COMMUNITY ID I I I I I, I,I I 0000 10°� 5'=62" 2 2 5�6ci2 10°12 2 2 J°62 10°42 2 2 8°�2� 11 °4 / / / / / / a 16'°0" 16'=0" 16'=0" 20'-0" w ix GARAGE HANDING / z Varies SPECIFICATION LEVEL UNIT (LOT O�� UNIT G (LOT O O) UNIT 1. O T l) UNIT A (LOT O 8) z o 0 z _ (SEE S1-FEET E32- I .2 1=01 (SEE Si-FEET G I - I .2 0 (See S1-4EET S I - I .2 01;k (Sen SfeeT AS- 1 .2 01;k W PLAN NAME a AOfl I T I O VAL INFO.) A I T I O VAL I NI O.) A I T I ONAL INFO.) AOI7 I T I ON,L I N Q.) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 1 _=-_______- 1 5..________ 1_ ® ® P-I----- SHEET 19.20 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / 1ST FLOOR PLAN / F:\BSB_REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG o o 0 `'' N CL 601-On • ii.si •5 N . . cif) "'I ,k • r-4 '� 16 O I 16 O" -0 / / / / / ME OIIIII MEN BEI MI EMI MO cm lanz:) Cr) 0 . rinCi I I I O I ♦ ♦ ♦ ♦ Cil curt. rq cc ' O o o AD.2 i _ , N 0 TYP. I L Pi'l II Lr • El) 0 I — 7--- I '� 1 1 if 0-SD .._ i . I I 1 , - I I 71 1 1 I 1 4 F L AD.2 I I 1 TYF. I �l * , ti -- AD.2 (-1 ,vl [I 1 ' I\ 4/ 0 1 r O r ® A i ® i i rE:j' :: I 1 1- w 1 F 71 • A ,.�-;, TYP. E--� 1 1 1 11 1 u 11, 1 ! /o _ 1 JI !1 p p H V I 1. 1 , I I 11 i AD2.S 11 -- � -- � I TYP. � -- PQ CJ� - I 1 ��, �� ® I I U T �/ PRODUCTION MANAGER• II I. It- c, ��I Cary Culp L 1.1 1 l �1 I RELEASE DATE:1 AD.S I u u 1 I I REV# DATE /DESCRIPTON Millil Iu i 11 TYP. UNIT BBC REVISIONS - ilil- _ 1 I=MI II � 0 1 to 11 1 liii ii 04/01/2411 1 1 _ ! o 1 I J LL J i AD.'S II 11 a • I II, LLT TYP. L= o o =_J _, 1 I 7 , A 11), 0 w I w i FAIT _ _ ♦ II III U A. II 11 II +�- X lid 0 O O O r�: I I in 1 I- O O cn RI —I CA IllimimijiMMW.Lh to L i"--1 J I o PROJECT TYPE � s— ——— N1F I 0 _, EL COMMUNITY NAME 52 �I Alk :2 E I 52 I Al A2 N Iq.51 Iq.51 Iq 52 Iq.55 Iq.55 I Iq.54 11 54 Summer Creek J J Townhomes 1 o LAWSON COMMUNITY ID 11 =0" 4'=112" I I •1'-III -1'ms" I I II 4'�I I2" 10'"12" 2,'� I II °1'=I12" 12 -0" / / .r / / .r / --- - 0000 16'�O" 16'-0" _2 16I-0" 20'-O" w GARAGE HANDING / / / / �_4-�/ 0 z Varies 68 =o II Q / UNIT (LOT 6p5) UNIT G (LOT igp&) UNIT 15 (LOT &-1) UNIT A (LOT &S) Z 0 SPECIFICATION LEVEL 0 k 0 z (seE SHEET 52-2 .2 014Z (SEE Si-1 T GI -2.2 FOR (SEE SHEET 51 -2.2 OF;k (SEE SHEET AS-2 .2 OS W PLAN NAME Ar,r)I T I ONAL. INFO.) AI,I;.I T I ONAL INFO.) AI70 I T I ONAL INFO.) Ar3sr I T I ONAL INFO.) 0 N NPC PLAN NUMBER ■ z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 el C 1 oc — SHEET 19.21 (c) Copyright Pulte Home Corporation – 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / 2ND FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201–TCG3–SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG . O° 1 N �, O I • .� � NI Q1 �IA L L f 6 sl=oII �[ O III. / fff ---�`.IIY-- °----__.. - --. --- - f F"o }II rd I II I I II � I II � ' 11 16 °0 I6 =0 I6 -0 20=0 C / y , , C' =1.-1 M rc)::).1 I I I N° Q r--1 4'1 I 1 I \ 111- Ill ]JL, _)II III II H -III --N d E.) r - c:1 I JJ L�-- `` r, a, = 'I el 1I. i r----- 0 (-71 ------ ,,-- 0 0.)__ _. ...__ 1.. _____I 1 -4./' � I I I I / I r ' C = -r--. L. r, , , , . ( .7\ ;()1 r � Ea v i / A --_,m II / 0 i e CJ d d I 1 j I I I+ 1 I II L � HH I I H II 11 I I I I-- 11) I 7 - - 4 / I� _ I �I� _- II -11I r--� TYP. I 1 III I �l� �� I I I 11 (l) ° J I � c11 :''"j V I I I 1 7 LJI---- -J -- -IL.1 0 L _. C:5- ct ' WUa1) �----� 'n0 _vP1I � III lipi, :F`3— _ 1_S —.- -- T I ) a AD a �� c J f Q - — — .. 1 AVI.1 TYP. E � o iIi u I • I� 1H II I O O •u u u uq u�W in ti a u I D a o I II II II II II — II a �II I TYP, - - J .....t_r_.$ --iL 0 ,, Q o i . f- 0 (— CIIIIP d 1 fir PRODUCTION MANAGER Gary Culp cl t-- 0 ____ j N/ RELEASE DATE: 12/23/10 A 3 REV # DATE /DESCRIPTION z 0 i® UNIT B&C REVISIONS �/ �/ \f TYP. -- 1.:. A 04/01/2011 1 . 0 a 1 1_,_ i I II II Ii I i 11 71/F.D.2 1 11 II 11 TP. AD2 n I— 1 ---) 1 1 1 f I CC d 11 11 11 W 11 Ce A Q 11 1 11 „,;. O I _ � B W 1 it 4 . 11 W 11 HI fl N �I III III I� 1 - Nv _ A O I 7( a- I1 O O O n D 0 -LI ®,_ 9f1 w A O O rl{I III II�� _ (y c�1` H tH —-{{� X N � � " PROJECT TYPE 0 Z MF 0 J °' COMMUNITY NAME 62 �I AI G2 E3I 62 Al A2 N II Iq.51 11 51 Icf.52 Iq.53 11 55 Iq.54 I1.s4 Summer Creek �L Townhomes 0 LA ON I I I I I I I I I I I � WS COMMUNITY ID III¢OII 41611211 2II 211 I51=I III 2II 2lI 41°II211 I016I 1211 21I 21I -11-1I2II 121-011 ooa I I J ... 16 -O II 161-0" 16 -0�� 20-0 11 GARAGE HANDING o v) 1 68 160 11 1 I Z � 6 arses a 11 UNIT m LOT C s 1 UNIT G (LOT ro E� UNIT (LOT -i UNIT (LOT ro 8 SPECIFICATION LEVEL o 0 0 0 Z (see aT 1E32-2 .2 OR (see ST G 1 -2...2. O (SEE SHEET 01 -2.2 0 (see STAs-2 .2 01 w PLAN NAME A r 7 r, I T I�ONAL I NF0. A1,1�I T I ONAL 1 N1=0. Ar: :i I T I ONAL INFO. A O I T I ONANL INFO. NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 1 HIR i I QQ R A SHEET 19.22 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / 3RD FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSIIE.DWG 4-- O 4-- I 0 -IT, (-NI N I ' N I . Cn (I), ,,,,N r.:•:) w I cu 0 I 'Ci ji I ! I l cz1 cal 41 0II I 41-011 41-0II 4-0" 41-0" 1 41-011 j i MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM I MINIMUM / ® / / ®I / / A / / / ® ;II-4 *�son nem CIS 0 Pi 0 r P.....1 `rc"gkOO VENT LEGEN = �I I'9 0 0 v 0 I/ /0 0 I v,i F D II - ND N C UNIT A V ATTIG AREA: `104 SQ. FT. ® VENTING RATIO: 1/500 0 1 • I 0 A TOTAL NET FREE 1 IL I VENT AREA REQUIRED: 558 50. IN. I cy D 1 0 ROOF VENTS HIGH VENTING*: 16c1 S . IN. MIN. TO 2-10 SQ. IN. MAX. 1 (TYF.) 0 0 E.32 .00 LOW VENTING: 68 50. IN. MIN. O /// ////// I *AT LEAST 50% AND NOT MORE THAN 80% OF THE TOTAL 1 REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. 1 RIDGE UNIT S RIDGE I / �I 1 rn I ATTIG AREA: 646 SQ. FT. r < - I VENTING RATIO: 1/500 RIDGE RIDGE 0 / TOTAL NET FREE w I VENT AREA REQUIRED: 310 SO. IN. 0 O I 5 I HIGH VENTING*: 155 50. IN. MIN. TO 0 J: 248 50. IN. MAX. I I I AD.2 ,_.r I f� IA LOW VENTING: 62 SQ. IN. MIN. PRODUCTION MANAGER Gary Culp o 52 *AT LEAST 50% AND NOT MORE THAN 80% OF THE TOTAL ® 'n P5.00 REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RELEASE DATE: 12/23/10 I! C: � I I N I REV fi DATE /DESCRIPTION '∎9 Ei I I 1 `q O I U N I T Ci _ UNIT B&C REVISIONS 0 ., 04/01/2011 0 i ATTIG AREA: 5=16 SQ. FT. a n I 1 -1 _,RATIO: I/500 J vs TOTAL NET FREE N n LI 0 VENT AREA REQUIRED: 216 SQ. N. .i1 I WP5.01 8: 12 0 8:12 _ Z V1 (1 I I G=-1 ` T c��®� Q e��®�� HIGH VENTING : 188 5Q. IN. MIN. TO W A I- 1 - G _ tY sr. 0.P 221 5Q. IN. MAX. o �WP5.01 I I W O A in,6- ` I \ i LOW VENTING: 55 5Q. IN. MIN. w 1 - - - - w V V I *AT LEAST 50/o AND NOT MORE THAN 80% OF THE TOTAL = A _ ,�v � � - - /7,71 �\ J REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. n vs id T X III 11Af' I \ , /' - n 8: 12 x: 12 I i' I/ 8:1� J I 0)_�SLOF'E SLOPE ; I Ara. ; SLOPE s_ _ (A cn 1 ___. 1 .1 i iii [L �' / • ' , t!l PROJECT TYPE }� 1 lI i , WP5.01 p MF L O__ ,__, 1 ! , , _ S:12 8: H2 _ S: 12 S:12 _ J COMMUNITY NAME EAVE SLOPE SLOPE SLOPE SLOPE Summer Creek • YF, I 152 51 5I -' Townhomes Ali G2 BI 132 AI A2 Iq.21 1,151 ® 1,1.52 101.55 ® 1,154 1,1.54 o LAWSON COMMUNITY ID 0000 I , J W ce GARAGE HANDING z Varies UN I T OM (LOT e.5) UN I T G (LOT &&) U I T e (L 0 T -7) UN I T A (LOT &.8) Z SPECIFICATION LEVEL 0 0 . z 0 PLAN NAME w J Q U N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 ANSHEET 19.30 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ronslow. Kevin / ROOF PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG Y 0 KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o 1 o 2. CORNER TRIM PER BUILDER. N N O 'II) 3. LAP SIDING PER BUILDER. • N 4. SHAKE SIDING PER BUILDER. Cry 5. BOARD AND BATTEN PER BUILDER. • 'd v1 6. ROOFING MATERIAL PER BUILDER. 1. BRAGKET PER BUILDER. • cu S. 4x6 POST PER BUILDER. w q. WRAPPED POST PER BUILDER. (2) cr) 0 10. DECK RAILING PER BUILDER. o , pf, t CC5,........4 �" ® o 0 N O II - 1 ,:;-4..- 1 . n , Tr—. - 0 II I w 1 iii w HEAD JAMS SILL HEAD JAMS SILL S I H AD.2 1 A2 62 G2 Al 51 G1 G2 P4.0_ P4.0_. P4.0- P4.O_ P4.0_I P4.0- 1NP5.OI 1 (TYP.) S2 �� P11 P5.O- wP5.0 I 12 _ 12 12 12 ' 12 12 PRODUCTION MANAGER 8 — 8 g Gar Cuf I I Zz- RELEASE DATE: 12/23/10 HT".FLOG 5 PLATE ikhl` REV DATE /DESCRIPTION �� I■I�� i■ ��q ��1 ■■■� . ! _ _ ' _ FLOOR 5 PLATE HT. UNIT BE REVISIONS i WINDOW HEADER HT. _ _ - _ _ _ _ _ _ _ _ _ I _ - - IiL ._• /�♦ ,L� -- ■■ ■I ■1 - - - - - - i �� ' / `m ! _ WINDOW HEADER HT. o I- - I � � I 6" TRIM ,,, -ice 4" TRIM I - j _ 1 I I , I1 1 1 I 1 �I B 1 — _ —163 \ O I , 1 I - - — ! 1 - ! I J--i L-J I 1 -p z 'di A F. 1 I I I I I I I 1 1 -L� �1-i- � - uI 1 a L I w FLOOR 5 F.F. ' -- _��-- _—�-� A Int 9 (0-14\ , I - - -� - - - - - - - - - - - - - - - I o / \I i - - - - - - FLOOR 5 F.F. w 1- N .I I I I 1 1 I I I l ,l 11 1 i I i ii 1 11 1 i I i I I 1 1 I ---�--� �- o FLOOR 2 PLATE HT. 1 I- 1 _ - ♦ ♦ `) A 11-1,, 0 ♦ - - Lit_ -. _ Jam-�- --ice_ , -- - - � ■■I■1■■I■Iu,1■ ■= I I 6" TRI mWINDOW HEADER HT. - - - - _ - - - - - -- _ - - - - - - - - - - LOOK 2 PLATE HT. ♦ x- II- - -� I 11 L WINDOW HEADER HT. 6 TRIM I - — G5 ,�� 1 - - l 1 { 4" TRIM cn P3.0� ( I - WP3.01 -- ! I ! _ 1 U w TYP. I _ � _ - � I A MI T -IdJ J \� — - I I, IT T I — cn ' 1 ( •---..- _ - �. 1 JUL x -11 .L_� _- L� - wP3: I ma I ' 1 1 11 1 1,1 O _i `NI PROJECT TYPE - - - - - - I 4 TRIM p - - VIF 2 - 1 { .I��• _ _ � _ 1 I 1 — II TRIM o J - - 2 TRIM I `..1-�_, - -- - _�_ - �_� �-1 - _l___ L-�- - -� — -- j °' COMMUNITY NAME J� LI - '' 12 © - - - - ., _i ___J _- _--!- in I or-4,6, 4401 Io 1 ry ♦ ♦ FLOOR 2 F.F. - - =- - - - - - - - - _. - � - - wP�.ol v' mNi- 1 ; � _ El Summer Creek I I I I I v l I I ,I i l I I i t i t 11 I, i l I I ►- FLOOR 2 F.F. FLOOR I PLATE HT. ./ \ \ g - - - - - - — /� �► it ~I es g' IIIIb 1 .�i • h FLOOR I PLATE HT. (Ni WINDOW HEADER HT.. - - - ` - _ _ _ _- - _ - - - - - - - - - - - - - _ - - _♦ a aaaa imi — I WINDOW HEADER HT. w 6'I TRIM 1 _ 1, 1 - - - - - ♦ GARAGE HANDING - III 3 _ 1 - I I - Varies -I� — — _III — _ _L1 � I Q I ITH -——— — - -- ■ — G4 = - - I 4" TRIM _IN -ie� o 1 - - WP3.0 I -- —_ o zo SPECIFICATION LEVEL MK- -- - - n— 11 1 ■ - - �I 1 _ o c0 1 _ z 6" TRIM I — - 1 j,1; — -- - - - - II - -� —1 — I I - PLAN NAME FLOOR I T.O.F.S. - - - - _ ■- „ - I- - Q 6 TRIM a IMO, —— • - - - - - - - - FLOOR I T.O.F.S. ♦ ♦ NPC PLAN NUMBER A5 65 G5 � � a o • P4.0 P4.0 P4.0 A2 q G l ? LAWSON PLAN ID HEAD JAMB THRESHOLD wP3.o1 wPI.00 ■ 6" TRIM I 6" TRIM wP3.o1 0000 U t iI I T B H (L—O T 6 5) UN I T G (1.—OT 6.6) UN I T B (L—OT 6.-0 UN I T A (L_O T 6O 8) LEGACY PLAN NUMBER /NAME T.O. FOYER SLAB = I00'—O" T.O. FOYER SLAB = 100'-0" T.O. FOYER SLAB = I oO'-O" T.O. FOYER SLAB = cfq'-0" 0 0 0 0 1 I I I QN SHEET , 19,40 (c) Copyright Pulte Home Corporation - 2009 I PLOTTED: Mar. 30, 11 / Ranslow. Kevin / FRONT ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG [] KEY NOTES — ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). O 1 T 2. CORNER TRIM PER BUILDER. ' j N 3. LAP SIDING PER BUILDER. ® -.' . • � N 4. SHAKE SIDING PER BUILDER. CJ, 5. BOARD AND BATTEN PER BUILDER. • � -6 v) 6. ROOFING MATERIAL PER BUILDER. 1. • BRACKET PER BUILDER. r-°4 c ES. 4x6 POST PER BUILDER. w 1. INRAPPED POST PER BUILDER. C.:11 (.4.3 0 10. DECK RAILING PER BUILDER. 0 ,..„.,, af, 1 (75 P-4 21-4 t r-J . -N CIS ® N� o L a ^ . . 0 . 1 1 E.,....,1 x--, >. cs-, ..< � w w 1 .6 w w w rzo HEAD JAMS SILL Al!t AI GI PRODUCTION MANAGER WP5.O1 P4.0 P4.O P4.0- Gary Culp RELEASE DATE: 12/23/10 HEEL HE I C�HT AT REAR OF LOT 68 - - - - - - - - - - - - - - _ - - - - FLOOR 5 PLATE HT. - - - - - - - - - - - - - - - - - - - - - \ REV 1 DATE /DESCRIPTION ' FLOOR 3 PLATE HT. WINDOW HEADER HT A UNIT B&C REVISIONS -\ - - - - - - - - - - - - - - - - - - -- -. . _ - - - - . --- - - - - - - \ — / \ - - - - I - __ _ - - - - _ - - - - � 04/01/2011 WINDOW HEADER HT. - - - - - I II � - � o -- 1 - j n- w A \ - - - - - -- � J , Q r ! \!—ie 4" TRIM A � O - 1 i� = - - 1 - 1 V N li _ I 1 uwi L - __ -- _ _ _ _ _ LOOK ___ _ -- _ _____ _ - -_ - __ -_ ___ ____ __ _ - _- -- __ _-_ _ ____ F.F _ _ FLOOR 5 F.F. _ - -- -- - - ---- — - - _ - _ _ - _ - _- __ -- - - - FLOOR 2 PLATE HT. mY mid- ---- -- -- - -------- -- ------ -- ----- ---- --- -- -- --- -- `-- - --- --- ♦ vi _ N FLOOR 2 PLATE HT. - - - -- - - - ___ - - - - _ - - - - - - - - - - - - WINDOW HEADER HT. X — — l — WINDOW HEADER HT. — - — �— — — — — _ - — 1 -- --- I Ilj _ — - _ — —_-. _ _ 1 0 P4.0 j 1 TYP. 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Summer ree - TYP. - - - _ - - 1` cold-4 = Townhomes FLOOR 2 F.F. - - - - - FLOOR I PLATE HT. ,,_L_ _ -- %_ _s____ o LAWSON COMMUNITY ID �i FLOOR I PLATE HT. _ _ •.,.._.„.. - - _ - — - _ _ __ -- - WINDOW HEADER HT.\ W 0000 - - a WINDOW HEADER HT. - - - - - - - - it — — - GARAGE HANDING L A4 �i �! — - �i _ L_ - L -- -l - I _ -- — -- — _ ij�!� a -�� ma=y Varies P4.0 I I I i l II I�I _ -= ___ TYP. -�� I-- SPECIFICATION LEVEL - --- �-_- H � it I _ I _ � � ° ti O 64 I I,, , , ' i - — 7 - - - - - vc o I l� li -, P4.0 j _1 — j I I o TYP. - - — _ � -- - _- _i _ �.-. �, �, = �I J _ ;1 _ 1 I 6" TRIM o ' 1 ll - - - - - -�-- - � 1I; PLAN NAME - - 7 --,i'j � r- ===1 —II - it it l II TI- -- 1 [__ - r \ \ v FLOOR I T.O.F.S. —4" it I!. _ NPC PLAN NUMBER 117 ``- �♦ " FLOOR 1 T.O.F.S. o GS © I 12 TRIM z 7.C,o A17.2 2 LAWSON PLAN ID G I 0000 P5.03 UNIT A (LOT &S) UN I T 15 (1-0T &O 1) UNIT �i (1-0T �G r0), UNIT 151%4 (LOT �O�5') LEGACY PLAN NUMBER /NAME T.O. FOYERS SLAB = Gtizt'-O" . T.O. rOY!!R SLAB = 100'-O" T.O. COYER SLAB = 100'-0" T.O. COYER SLAB = 100'-0" 0000 U I A I I O '\,, SHEET , 19.41 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Rasslow. Kevin /REAR ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG I ❑ KEY NOTES - ELEVATIONS: 5 I. TRIM PER BUILDER (SEE ELEVATION FOR 5IZE). o 1 AD.2 IdiliggFrAdillir■ �_ N 2. CORNER TRIM PER BUILDER. N 12 12 6 / 3. LAP SIDING PER BUILDER. • '� N 4. SHAKE 5IDING PER BUILDER. Cn 5. BOARD AND BATTEN PER BUILDER. • -6 C\ - 6. ROOFING MATERIAL PER BUILDER. _.■40111P - 1. BRACKET PER BUILDER. • t-' `- - w 8. 4x6 POST PER BUILDER. 1. 1NRAPPED POST PER BUILDER. -- — — — 10. DECK RAILING PER BUILDER. Pmci HEEL HEIGHT AT REAR OF LOT 68 1 FLOOR 5 PLATE HT. - - - - - - - - -- - — \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _\ cU W I NDOW HEADER HT. - - - - - - - - - - - - ywwwwwil •w - -- - cn = o o 0 - - - - - - - - -- a 1 CO 12 -- -FLOOR 5 F.F. mil- - All GI II 0 -! FLOOR 2 PLATE HT. - - - - t - - /a4►' - - - - - - - - - - - - - P a - 1^11 NDOW HEADER HT. - ° N 2" TRIM 1 -id, 1 r--- ,- — - - - T ® -`t v - - - -- - - 12 --s# .-- 's miv � \ FLOOR 2 F.F. -- - - -- - -- - - - - - - - - � - - - - -�- - - 6 ` FLOOR 1 PLATE HT. 1 1 - - - - - - - - - - - - - - - - - - W I NDOW HEADER HT. L___I `s...-...• Cr) ii - - - - - - a 0 —Id) ~1 1 O - - , - - - - 32 B3 C� W — - - - - - I 6" TRIM P3.o• wPS.o wPS.o i 1, �.7 / I I SIM. r:-) W FLOOR I T.O.F.S. - - - - - - - - — '[— - - • UNIT A (1-0T gO 8) /GI PRODUC110N MANAGER T.O. FOYER SLA5 _ 01011-0" \ .'3-o j cars Culp ' I I RELEASE DATE: 12/23/10 S 1 I III I I I i=4 I � I VA I I0 , 1 1 1 1 I REV I DATE /DESCRIPTION LI 1 ;j A UNIT BBC REVISIONS FLOOR 5 PLATE HT. -. 04/01/2011 0 W NDOW HEADER HT. I H I I I I a - - - - - - - - • - - - - - - - - -; 1 - - I- - -I- - - - - - - - - _ I - - - 5/4"x6" TRIM I c<i A ILI 0 0 d3 w '_- ! 6" TRIM I � � G5 I il A I ° to P3.0• TYP w FLOOR 5 F.F. N w A 111. 6,_,„-„,_• , r- , _ _ - - , - _ _ -II _ _, Alit. Al -I , L - - x ! F 1-00 R 2 L P ATE HT. ..._ -, A W NDOW HEADER HT. _ - — - - - - - - - - - - - ----- -- _ - 1 - YLIj A (V j I X ----- ---- ----- -L- -- N PROJECT WE T — 1 --- ° MF 3 - � - -- -_ --- - - - - - cn - - -J - - - CO - r - 0 J ® -- J _ - - - _1 - COMMUNITY NAME a N Summer Creek - -- -_---- ---- J Townhomes FLOOR 2 F.F. i - - - - r - ' - - - - - - - - - - - - - - - - - - _ _ o LAWSONCOMMUNITYID ! FLOOR I PLATE HT. I • - a -♦ --x- _ -- - - - - W ImimMINIIII WD INOW ..___.e HEADER HT. � u GARAGE HANDING - --------- Z Varies ce 8 ° — - — SPECIFICATION LEVEL -ice - z j -- - o dJ u o - - - - z _ PLAN NAME v) o TRIM I -- - - - ``' - - J a U -- - N NPC PLAN NUMBER FLOOR 1 T.O.F.S. - LAWSON PLAN ID • .....• LEGACY PLAN NUMBER /NAME CI A5 0000 P3.03 WP3.01 WP I.00 UNIT O M (LOT &.5) T.O. COYER SLA5 = 00!_0 SHEET „.) I = I I I- 1 I I _ I . VA T I 0 19,42 (c) Copyright Pulte Home Corporation - 2009 l l ►i k 1 I 1 - uu ► ► lilts Ili 1► ill 1k I Di. D 1„ 1 1I 1 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPEC IFI GAT!ONS. o 1 J 2. MANUFACTURED ROOF TRUSSES 0 24" O.G.. -2 Ni 3. GIRDER TRUSS. . .'-' III 4. R-4q INSULATION IN CEILING. CA Cn, ,,„N 5. 1-JOISTS PER MANUFACTURER'S • r•-i 12 / 12 / 2 SPEC IF I GAT I ONS. 6 b 6. R-30 INSULATION IN FLOOR. • 4 a ROOF TRUSSES $ 1 2x4 STUD WALL. r� IIII SFAC I NG PER 8. 2x6 STUD WALL. 12) C/r) 0 MANUFACTURERS �iiriplim q. R-21 INSULATION IN WALLS. 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Kevin / BUILDING SECTIONS - UNIT C / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG El KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. o 1 2. MANUFAGTURED ROOF TRUSSES ® 24" O.G.. 0 ) N T 3. GIRDER TRUSS. • E N 0 4. R-41 INSULATION IN CEILING. 12 12 5. I-JOI ST5 PER MANUFACTURERS • 1,--Ni p v1 El SPEC I F I GATI ONS. 6 i 6 r 6. R-30 INSULATION IN FLOOR. • I i 4 4 p 1 ROOF TRUSSES $ 1. 2x4 STUD WALL. w cr) 0 P CIN S A G PER ` S. 2x6 STUD WALL. MANUFACTURERS �� i LAYOUT q. R-2I INSULATION IN WALLS. p O \ SN ::Kt%F L®OR 3 FL®OR 3 ►= ! a5 P-4 c 1 S 7 fi I O O 1�f 2 L.1�1�'I�`I' O . SA-n-4 O V4'N 1�'S SUIT -�� ® ° 0 1 » CO p...4-I / a 7 D � � q . piii. 1 FLOOR 5 F.F. 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COMMUNITY NAME FLOOR I 1-,t LA��V♦��A.A��V•�� A_A��V•��w��"��l P %'I'�,�♦�♦�♦�; 1 N FLOOR I Summer Creek 1 N 1 AI g Townhomes 303 �� ? \, ��.�-• • o• I- II 9 I n s o LAWSON COMMUNITY ID 54 O Y II {- o 2 -•; 4-O W 0000 w SAG O`I'e FO ?GH -4) i GARAGE HANDING ry z Varies ti Q A5 SPECIFICATION LEVEL [i. WPI.00 E. z FLOOR I T.O.F.S. • -'• = Fsl - °-- s - - s f_ FLOOR I T.O.F.S. �' ri ww PLAN NAME � w I I1 A 2 U I 1 ♦ ( I wPI.00 0 NPC PLAN NUMBER s �rsrl► I I I Z LAWSON PLAN ID Al SUILOIN6 SECTION �'' — 0000 LEGACY PLAN NUMBER /NAME II I TIONS s C I I ® I SHEET (c) Copyright Pulte Home Corporation - 2009 19.54 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT A / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 19\BUILDING 19 COMPOSITE.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f f ) 5 I/2" 00 1 1 16'-O" 16'-0" ROUGH UNLESS NOTED OTHERWISE. ALL N / / EXTERIOR WALLS ARE ( f t ) 5 I/2 ROUGH. N I51-11 " 2.1 .:49-)4 B. ALL ANGLED PARTITIONS `� O S ARE 45 DEGREES • 6 EES I UNLESS OTHERWISE NOTED. VD "', ,,,,,N 1 I'- 211 I I-3" 5'-52 I 61-1" 1 I-102 I G. ALL CONCENTRATED LOADS SHALL BE • 'ti / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. • ;: �I D. ALL EXTERIOR DIMENSIONS ARE TO H Q`�'12)O S EATH I NG � UNLESS OTHERWISE NOTED. �+ c.n 0 E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. p O F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE I� 4x6 P05 (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS �-+ SHALL BE ♦ ( \ 2 2x4 MIN �! ins ♦ �. - - - - - - O �i G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , AND/OR GIRDER TRUSSES UNLESS OTHERWISE • NOTED. ;1'i 1 O O p H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, p - HANGERS SET SPACING FOR ALL TRUSSES. 0 N 0 I I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE Pla°14 x- C°'1 ' ciO-1O 0617 WINDOW IN ALL BEDROOMS TO HAVE A CLEAR ♦ HDR. @ -7I-O" EGRESS OPENING OF 5.-1 SQ. FT. WITH MIN. ♦ , ♦ \ ♦ Ny DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE (91)_i FLOOR, PER 2008 OREGON RESIDENTIAL Th.SPECIALTY CODE. J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" 4'' o VERTICALLY 11 E TIDALLY N > IN MALLS 8 I I/8 . K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" I = DIA. 1 In t� I L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD L - _- ct __ �t INCLUDING RAILS AT OPEN SIDES OF STAIRS. L i i i 1 M. ALL GUARDRAIL B AGED ALLUSTERS TO BE SP < 2 G SUCH THAT A 4" SPHERE CANNOT PASS I-7 T ANA E M G AGE BETWEEN BALLUSTERS. "Ill S-I I/8 N. ALL HANDRAI LS GUARDRAILS TO MEET 2008 O - 15-2 x 38'-0" OREGON RESIDENTIAL SPECIALTY GODS. 0 4145E I , 1 �1 1-82 II 1°4 1. I 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE in I 4 °112 l'-II " I'68 " 41-52" 6'-8" MEASURED VERTICALLY FROM SLOPED w / / / / / / PLANE ADJOINING TREAD NOSING, ORF FROM- CJ) FLOOR SURFACE OF LANDING. �, ♦ --(..\\- 1---41 O I P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT �+ • ARE SUBJECT TO RELOCATION DUE TO FIELD _ la _ STORAGE CONDITIONS; CONTRACTOR TO VERIFY. 0 9 I 9 I UNDER < v (0 STAIRS w d- I C = PROVIDE GYFSUM KEY: ® BOAR] UNDER STAIR ♦ L- - DENOTES MALLS WITH TOP PLATE GREATER THAN 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS w T m ( m AS REQUIRED BY THE E 2008 OREGON 0 FROM FLOOR DECK TO PLATE 1--41 PO in RESIDENTIAL CODE _I cv I-7 1 —icv -n I DENOTES DROPPED GE LINO OR SOFFIT — - PRODUCTION MANAGER I I Gary Culp RELEASE DATE: 12/23/10 REV I DATE /DESCRIPTION A UNIT B&C REVISIONS CA V7 I- cA v 04/01/2011 0 o a Lii A U ♦ I rn N A Mal 0 I -1- OYet� m Lu m 2868 w '-- I R. @ a♦ 8s" A O 1 N w w Y A Lin 0 -IN 2 11 51-�II I —IN I Cr x I 0 \- ♦ T I 11-\_._. ♦ ♦ w _ A ci- I I — N PROJECT TYPE _16\ Q p L — I— — U -iry♦ o MF . —- ♦ ♦ ♦ to\ to o Ir t(1♦ N. ♦ v,°a o ® a COMMUNITY NAME ' NI B2 � BI ® r.r - Summer Creek Townhomes 0 LAWSON COMMUNITY ID W 0000 5'=6" 4'=II1" 2'=3" 2'=4 " J / / // / / w 101=3" S'=62" /2" GARAGE HANDING Ge / '• d'► 101=5" 52n 41=121, 5 i„ N C9 I. // f z I =0 Varies 3 / / IS'=11211 ! 2" o Jt. SPECIFICATION LEVEL / z'S I=01I o 0 4_ z PLAN NAME w -J Q 0 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 RI A I LEGACY PLAN NUMBER /NAME 07L\ R 07/s.\ 11 NT I ION/ 51 A ..73 1 AN JNIT a 1 IST I SHEET MIRROR B2-1•2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 Ranslow. Kevin UNIT B - 1ST FLOOR - REAR LOAD - IE F: BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES PORTLAND BLOCK OUT UNITS UNIT PLAN SHEETS - MIRROR - UNIT B.DWG FLOOR FLAN N0TES A. ALL INTERIOR PARTITIONS ARE ( �" 1 ) S 1/2" O 1 16'-D" ROUGH UNLESS NOTED OTHERWISE. ALL N „ EXTERIOR WALLS ARE ( t t ) 5 I/2" ROUGH. ` `� 151-112, I 2_21 .. N l' , B. ALL ANGLED PARTITIONS ARE 45 DEGREES • UNLESS OTHERWISE NOTED. G. ALL CONCENTRATED LOADS SHALL BE • i•-•1 'Ti U) I „ 16 -O TRANSFERRED TO FOUNDATION VIA BEAMS, 6 -5 q 1-82 / ® ® / POSTS AND/OR SOLID BLOCKING. / / / • 15'c I I- 'I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING F1 / 1' cr)UNLESS OTHERWISE NOTED. a+ 0 I0'=62" 5'-5" E. (2) 2x6 HEADERS MIN AT ALL BEARING HALL / / / OPENINGS UNLESS OTHERWISE NOTED. O \ i 6'-31 4'-321 F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE PO / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS \ - SHALL BE 2 2x4 M I�EG G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS r....1 fG 0 kJ) O I _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••I 'r-.1 tp O NOTED. 'N z O = - Q CIS O p Q � B , H. TRUSS MFG. TO SIZE MEMBER F i �0 5 FASTENERS, `0 I H ea O O Q HANGERS , SET SPACING FOR ALL TRUSSES. 0 p1 n ' 0 �O • I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE ! 1 0 0- p Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR b I EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. \ \ \ \ - 1 _r \ \ \ \ \ )11 III 11 \ • \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 0 SILL HEIGHT NOT GREATER THAN 44" ABOVE tv 3050 SH 5' TUB/ FLOOR PER 2008 OREGON RESIDENTIAL �, -- SHOWER SPECIALTY CODE. HOR. @ 8= J OSD 0 J. PROVIDE FIRESTOPPING EVERY -1 1 •4r' BATH 2 VERTICALLY IN MALLS > 8'-I I/8". i--: ell '1 K . ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV r: 1 1;Z0 O 11' 2 d- Q — TREAD AND TERMINATE IN A NEWEL POST OR -' �� (V m EIT.P. SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" GREAT ROOM - 8-1 1/8 G1'-01" x I0'_5" m DIA. q��I I/8� �� . 100 SF -iry 15-O x I5-b G.��H.S. !L fo-4[ L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD i..._ 233 51= ,t INCLUDING RAILS AT OPEN SIDES OF STAIRS. -a — 2468 MAT H I G L N E A _—Iry Iv fR-� M. ALL GUARDRAIL BALLU5TER5 TO BE SPACED �+ -T \ SUCH THAT A 4" SPHERE CANNOT PASS I - 0 BETWEEN BALLUSTERS. '1 • • 4068 B I FASS _ =--� —[ / N. ALL HANDRAILS $ GUARDRAILS TO MEET 2008 = OREGON RESIDENTIAL SPECIALTY CODE. O ''• °n u_I (A - L B O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL O Q LL BE N SCR OFT .9 6'-8", MEASURED VERTICALLY FROM SLOPED 1---1 Mb 3050 SH + + PLANE ADJOINING TREAD NOS I N6 OR FROM -40 = HDR. Q -O " 1, 7,-777T-1 2868 FLOOR SURF WASHEi� SURFACE OF LANDING. -IN 8 2 5 6 4'-32' 1 HOOKUP III H I 1 / S 11 H.S. C.o ' �� +I II I I II I P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT N -� III II 10 1 J/E I : F ARE SUBJECT TO RELOCATION DUE TO FIELD OFT. STACKED -_ � 1 � �� E—'1 -40 \ e m = CONDITIONS O 2' q� 5 - „ O 4 I , CONTRACTOR TO VERIFY. WASHER/DRYER I 1 0 rn -In r---1 OPEN BELOW LAUNi�RY , 6, v, I t ' ` i th . i D/W 1 _ ,� _I KEY:- KEY: N rl 42 LOW O SINK u - 12 VENTED WALL a II I ' � �� '"�� , \ O DENOTES MALLS WITH TOP PLATE GREATER THAN ' Q _ Ll� _ = 919 ` ilb u� U I is 8-I I/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS I NUOUS = p SHELF -I II i, e FROM FLOOR O p , z u - ! m O DECK TO PLATE O I G/5-5.0 42 LOW—!� tY - 9�9 tY 9- cv N iG I TGI-IEl�l WALL lot d _ SHOW ,- :.; z �!_ ._ -- - 2068 . e u u . J II d- I J 4,O 9L w I z cn Iii z --, r".` Z EC �, ;1 �u O p Q -I- y 2, Q OBSCURE /� 2468 O m m T in- _1 0` DENOTES DROPPED CEILING OR SOFFIT z � 6 r/ 0 CO 2040 SH I-f/863.0 H S G 1 PRODUCTION MANAGER 1:Q E- X d Cr z d HDfi�. 61-1011 OJ^INR S BA iy [Y �{ 0 Gary Culp _ _ Y P , IN v i , . O ��''� RELEASE DATE: 12/23/10 c0J Q T1 1 T.R IY - % , REV DATE /DESCRIPTION �6 `' _ 4C0.1. / / UNIT B&C REVISIONS z..., • i in u=° = 1 = o AIMILME v),_, 1111- 4 v 1_ , 04/01/2011 W — -1 \ IV _ Q_ to O\ A I BR00v1 2468 1 1 �, A PA GA8 V! O N z 1L 1 �I s - w n .- 1 - O�I:N R'S SUITE m ce �G 8'-11/8" A Xni 6050 DBL. SH = I N I N - I, O co �- „ - = 11 -4 x 12-4 w 4- HR. C� 8=O m 9 w q-I I/8 151 SF 10 1-4" x 101-0" \iii - , ^ A El 0 101 SF (.1 �- J^lnR. I A S$R . ` ` \ I \ w= n O _O �I II I� N�I -A \ = \ = _ IL——— ——J = \ \ 0 0 Z PROJECT TYPE ° MF a � o � o o � � o - - . a � ® 52 � © 81 a COMMUNITY NAME �2 ' ki. I Summer Creek 1 1 11 Townhomes z z S_6� J S_6� / / / ° LAWSON COMMUNITY ID S,-O" 5'_0" 51-0" n • / ,( / w ce II'°O" 4'°I12" II'-O" .4-'-II " / / / / / / z GARAGE HANDING Varies IS'-112" 2 IS'-112" 1„2 ce / / 4. z SPECIFICATION LEVEL I 16'-O" 16'-0" ° / / I ° z PLAN NAME w J a o t/) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 L) 1\11 T ONs, SI C. ,C) N . I C ® AN LJN I H l OO /\ N SHEET MIRROR B2-2,2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslay., Kevin / UNIT B - 2ND - 3RD FLOOR - IE - REAR LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG 1 1 ° 1 N N CHASE �' N FOR VENT-' I'-4" • 'I ,,„N 'jr t WMSC302 136 • 'Li W3g18 W2436R I W2136L W2436R W246L W1236L r LIGHT • r..1 1 1 < I — \ \ —'\—_J --,I I_,— - - I -- -- --- - — - v, 0 \ 1 O N 1 _ I-4001, I O 0 ,�,�+\ , 1— —1-1 1 ,I I ji I III I — V \ 1 I �-+ _ REF. - SPACE 1 \ O �-' I I c0 c�1 O 0 � o • r--+ / II i v , ,, , ,,I , I )■ 13248 RANGE D8418 824L B12L 3636 DIN I O ♦ 21-0" 6 I -6 -O ♦I'-p"� -O / / -O / 2 -02 / ry A #C I TCHEN I SLAM X I I ON 0 ,<ITCHEN1 FOIACER BATH f I/plV�EG SSE I 1 AlliNIL 0 1 \ I 6AS FFL W w 1 REPLAGE I - W/ FLUSH H HEARTH / VARIES / EXI. VENT �--+ F I REPLACE MANTEL Gary Culp AS PRODUCTION MANAGER ��Gfi ON © =��G ��A�l V �1�1 RELEASE DATE: 12/23/10 SEA IF I El:7 . REV# DATE /DESCRIPTION e SREAT ROOM A UNIT B&C REVISIONS 04/01/2011 OFTIONA_ o a / 1 w A —ILI O 0 elz w A ' 1 w a _ IGHT w i O LIGHT w 1- cn A II-In 0 - VENTED h x SO"x42 I I I 56"x 42" s, cm MIRROR SHOWER 1 DOOR N A MIRROR (/- x CV N O t- - - - z PROJECT TYPE r 7 r 0 MF r------i r----� a I O r ---r r: - , - I I - J L J-i J - r OPEN w COMMUNITY NAME.9 i m _ — EELO N Summer Creek IF J - Townhomes J I LL 0 LAWSON COMMUNITY ID VSD83363OR VS17586036 836 W 0000 w cc II ♦ 3-0 ♦ ♦ 5-0 ♦ ♦ 3-0 ♦ cn GARAGE HANDING z Varies . Q 0 ATH #2 I S A T O N 15 A T H LAUN / o SPECIFICATION LEVEL T 0 z PLAN NAME w Q U N NPC PLAN NUMBER J \k,. 1 T S.\0" _____ I NT'-----. I C) R I PTNS Z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET MIRROR B.3.0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / SNIT B — INTERIOR ELEVATIONS / F:\BSB REPIICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS —MIRROR — UNIT B.DWG 1 PLECTHCAL ° SYMBOL 'KEY 0 -P2,,,,, N N LIGHT FIXTURES Cn cn, ,,,,k RECESSED GAN LIGHT f,J II ti\ J RECESSED CAN - EYEBALL • 4- CEILING SURFACE MOUNT LIGHT (2) v) 0 -- WALL SURFACE MOUNT LIGHT O — It 1 -E4F,E LIGHT vi/PULL CHAIN SWITCH ;'-+ CI - ® WALL SCONCE ;a-1 t FLUORESCENT FIXTURE " (LENGTH FT/TUBE) cr) OUTLETS O ° tV OPT. -- » I A/GI i I DUPLEX OUTLET ^ CFI=WP I �dM-1 9 1 L °1-, / SPECIAL PURPOSE OUTLET N , / i _ (i.e. W.P. - G.F.I.) In I J ��I, IL___ z SWITCHED DUPLEX OUTLET IP c ) 0 --- 2,,\ X120 RANGE/DRYER 220V OUTLET ,, w \ P 35 A 7 HI 2 APPLIANG - -8- PoiNER DIRECT WIRE CONNECTION E+ OPT.; OPT. -e TELEPHONE OUTLET \ a - - — \ \ I GATV (TELEVISION) OUTLET \ ` C r L J \ \ '—`_/ vt / / 1 \ 11 -0 THERMOSTAT i_,.,_ `'1 �' _ UNDER-COUNTER OR \ I (/// �\\) �, O ,1,01 - CONGEALED OUTLETS -e- OFT. , LJ �i �� \y \ �l�i� T / 5D OPT. SWITCHES .: I \ ®®M SINGLE POLE SWITCH Li 0 doh I -� AI-'- \ -, G� I HE OPTS. OPT. '\ -rte 131- C 53 THREE-WAY SWITCH �s 2°G�'`IR t _ N, ±-- _ L.®F=T SP `T'AND M _ 15Ti'�- 54 FOUR-WAY SWITCH®// ik.• - LL .. 5D ��— - -- 5 G USER DEFINED SWITCH .0 ,—. '' ad) I rigi i 5D -e- _� 1 r EXHAUST FAN U ii I ii �u p LJ EXHAUST FAN/LIGHT I 1 u u - m � DN TO _ r—' W I 0 �. — — �1 I 4 �� LIGHT r7 /, �� i LJ EXHAUST FAN/LIGHT/HEAT W ——— L 1 = LIGHT _ 0sn SMOKE DETECTOR r 1 U °^N e D PRODUCTION MANAGER ELECTRIC WALL HEATER I � T�H -- - Gary Culp //� _ - _- , 0, _ P► ELECTRICAL PANEL RELEASE DATE: 12/23/10 - - -el, UP To pi �Pi�EwIRE L I H i 1 \ tK I TGHEN _ LIGHT �� — REV I DATE /DESCRIPTION 1 FOR I EMERGENCY LIGHTING UNIT B&C REVISIONS j.'-' I p mu filli,.1 OPENER I 1 -- I I N 04/01/2011 BUTTON �� I — ii I � � EXIT SIGN o — \ I {L�ngi� ,� BASEBOARD ELECTRICAL ,a,, 0 c~� ' HEATER a , f , _ , DOORBELL CHIMES ; A O EL.EGTRIG Ii1 — 1^l.l .G. NALL MOUNT ' Q DISPOSAL w HEATER �,=O„ /50 / 1 w- 1 A '°' / ..co ,, ® OPT CEILING FAN/LIGHT L A X., 9 0 -' ,� v, , 11 N --& \ ° _ ®1�lN R'S ii a% ,_ 0 au I i- 1, A I0 FLOOD LIGHT —x 1 HS 1 o 0i - -_ AT END �L 1 cn \ , = - a ELECTRICAL PLAN NOTES W UNIT '�, �� I I 1- A. ELECTRICAL CONTRACTOR TO PROVIDE L CONDITION IH REQUIRED D I REGT HOOK-UPS/CUTOFFS. I � i • I M AT ,1 IT INTERIOR - — � I 11 HI ii B. HVAG CONTRACTOR TO VERIFY THERMOSTAT c UNIT — l ( ___ 1 I z LOCATIONS. `� PROJECT TYPE GONDITION U_ — L °J G. ALL ELECTRICAL AND MECHANICAL EQUIPMENTN MF (I.E. FURNACES, A/G UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO Nu Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ D Townhomes . BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX I01-0" k 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I,SMOKE DETEGTO PER SLEEPING ROOM. GARAGE HANDING Varies E. PROVIDE AND INSTALL LOCALLY CERTIFIED a SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL GOVERNING GODES. 1 1 F. PROVIDE AND INSTALL GROUND FAULT C I RGUI TZ PLAN NAME INTERUPTERS (GF I) AS REG BY THE NATIONAL ELECTRICAL CODE AND MEETING THE N REQUIREMENTS OF ALL GOVERNING CODES. NPC PLAN NUMBER I I ® ®i i Z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME I 0000 --- _ C- I CAL' - 0 ,0 SHEET 1 MIRROR B2-4,2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT B - REAR LOAD - ELECTRICAL IE / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f f ) S 1/2" o 1 1&,-0" 16 -O ROUGH UNLESS NOTED OTHERWISE. ALL N - - N 0 EXTERIOR MALLS LLS ARE � 12 R a� ( '� ) / OUCH. � I I 1 z IS II 2 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • roll UNLESS OTHERWISE NOTED. Cn SE O ED. 5-52'1 �l'-3" I'-5I I q'-102" 6'-02" G. ALL CONCENTRATED LOADS SHALL BE • '� / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. • 1 D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a� I I UNLESS OTHERWISE NOTED. w v� E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL O 0 OPENINGS UNLESS OTHERWISE NOTED. O 0 F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE 7) rd , (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS O SHALL BE (2)2x4 MIN. - -I ♦ ♦ \ -- t G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS p•••••1( 1 AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4•J i. NOTED. cc ' C.f) "'1 O ® O p H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O 0 _° I I ° ' ° HANGERS 4 SET SPACING FOR ALL TRUSSES. . I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE P"'"i III 00D WINDOW IN ALL BEDROOMS TO HAVE A CLEAR lDR. @ -O EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. .\ I \ \ N \ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ° J SILL HEIGHT NOT GREATER THAN 44" ABOVE 0 FLOOR, PER 2008 OREGON RESIDENTIAL ' SPECIALTY CODE. 0 J. PROVIDE FIRESTOPPING EVERY S'-I I/8" 'r∎-4v I VERTICALLY IN WALLS > 8'-I I/8". . K. ALL HANDRAILS TO BE MIN 54" - MAX 5e," ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" ' DIA. in til ALL w 1 ° L. LL GUARDRAILS TO BE MIN SS" ABV TREAD i;. I In �t L d- _ _ - _ 1 INCLUDING RAILS AT OPEN SIDES OF STAIRS.in 2 G M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < �+ SUCH THAT A 4" SPHERE CANNOT PASS I~ TAN H 1J c ' BETWEEN BALLUSTERS. C� 8'-I I/8" N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 I5'-2" x 38'-O" OREGON RESIDENTIAL SPECIALTY CODE. I 4?4 5� 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 4'652" I'-52" ' '-II" 6'-8" MEASURED VERTICALLY FROM SLOPED 4'=4" 1'-a2" q'-112" / / / / / / PLANE ADJOINING TREAD NOSING, OR FROM I 1 f FLOOR SURFACE OF LANDING. ® I ® P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT �' N - \- 1-- \ -\ ARE SUBJECT TO RELOCATION DUE TO FIELD Q [ CONDITIONS; CONTRACTOR TO VERIFY. 1,4 1--1 = ( STORAGE - Q+ UNDER ° w O -� I -° STAIRS m KEY:- PROVIDE GYI�SUM = C 9 DENOTES WALLS WITH TOP PLATE GREATER THAN BOARD UNDER STAIR ° PO w E---' ' 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS �! I, I I k3- _ ---- ----- AS REQU I RED 5Y � = FROM FLOOR DECK TO PLATE � � fs; O THE 2008 OREGON O �, cV - - RESIDENTIAL GORE N 7 w 4 1- Cr) )--+ I —iN — —ICA li I I --- t' DENOTES DROPPED CEILING OR SOFFIT i In PRODUCTION MANAGER �, Gary Culp /\ ;/ , RELEASE DATE: 12/23/10 U) � r- I I r- j j j REV DATE /DESCRIPTION ° i IA W UNIT BE REVISIONS ' N I ( CA 0 04/01/2011 a D_ -\1 o I \ • \ c<1 A ILI 0 1=0Y ( ) 4 I N ry ' 2868 m w L I- ce w - A i O - w(') A Lin 0 V 1- Lo 5'--7,' 51, —I(y —IN I 11 °o ® QI N X CV m `T' m " 1 -11) N PROJECT TYPE -Too\ - — ! -' In. \ o MF J \ \ \ \ tn. o (V cn 0@ CO COMMUNITY NAME El 0 52 w Summer Creek -.-- i lir -3-i Townhomes o LAWSON COMMUNITY ID 2'-4 " 2'-3" 41-11" 5'-52" a 0000 / / // / w 2" 5'=62" 10'-5" I I I GARAGE HANDING / / 2" 4'- I2" 52 IO'=42" i/ // Varies 16 O / 2„ I 15' 11 In Q cc 0 z SPECIFICATION LEVEL o 0 4._ z - N PLAN NAME Lai J Q U NPC PLAN NUMBER 0 z LAWSON PLAN ID I 0000 LEGACY PLAN NUMBER /NAME I A I (4_, A I A 1 ® A 0000 Lo) I I Q1 \TQN/ 5 AI 1 I I I O ® , A SHEET 1 B1-1 .2 (c) Copyright Pulte Home Corporation - 2009 • PLOTTED: Mar. 30. 11 / Ranslaw, Kevin / UNIT B - 1ST FLOOR - REAR LOAD - II / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f` j' ) 5 1/2" 00 d� � 16 -O �. ROUGH UNLESS NOTED OTHERWISE. ALL N II nI EXTERIOR WALLS ARE ( �" t ) 5 1/2 ROUGH. ` `� II I II � i II 2 15= I 2 '�' i dii* B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 0 UNLESS OTHERWISE NOTED. C!� G. ALL CONCENTRATED LOADS SHALL BE • Y� '6 v1 ., 161-0" ', TRANSFERRED TO FOUNDATION VIA BEAMS, q'=82" 6'=22" POSTS AND/OR SOLID BLOCKING. • ® 2 I I 15'=(1 11 211 D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING ro:::) w I UNLESS OTHERWISE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 101-6" E. UNLESS OTHERWISE NOTED. O �„ O F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE 4 52 P4 2 �-+ 2x6 MIN. POSTS A ( ) T5 T HEADERS IN 2x4 WA LL5 SHALL BE (2)2x4 MIN. Ctu./ c14' G. ALL TRUSSES U5 E5 TO BEAR ON EXTERIOR WALLS � 4 o ff z = � 1:7MC.G AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4.j t)1 () q1 O NOTED. cc '' P°"1 z = CIS A H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O 9 0 < p , II , HANGERS 4 SET SPACING FOR ALL TRUSSES. N i _I 3'-Ili6° co `o• O 0 . I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE n WINDOW IN ALL BEDROOMS TO HAVE A CLEAR ' Q EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. \ \ \ `l • ♦ ( , `l ♦ ♦ I� 1; 1 j ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; rumor SILL HEIGHT NOT GREATER THAN 44" ABOVE r1 L_I (�O II �- 5' TUB/ ® FLOOR PER 2008 OREGON RE51 DENT AL SPECIALTY GODS.I Q\/ SHOWER �.l I II- J. PROVIDE FIRESTOPPING EVERY 8 -I I/8 r" <2)0. S�TMATH VERTICALLY IN WALLS > 8 I-I I/8 II.- , m 1-:0 - K. ALL HANDRAILS TO BE MIN 34" - MAX 38 ABV 5_ o ;- E3EI, ?OO1�1' 2 TREAD AND TERMINATE IN A NEWEL POST OR T.F.; m (N A 8'-I I/8" -I SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" CH EAT ROOM ,r, .I II DIA. a-q -� �� III � 100S 15-O x 15-6 Cl�. G. L. ALL GUARDRAILS TO BE MIN 36 ABV TREAD C, INCLUDINCB RAILS AT OPEN SIDES OF STAIRS. 23351= J -K-1 MATGHL I NE 'A' .R. M. ALL GUARDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4 SPHERE CANNOT PASS T BETWEEN BAL ,k3- LUSTERS. 4068 B I PASS I _ 1 1 N. ALL HANDRAILS 4. GUARDRAILS TO MEET 2008 _ N. OREGON RESIDENTIAL SPECIALTY CODE. 0 ki) 0 cV .- , 0. MIN GLEAR HEAD HEIGHT AT STAIRS SHALL BE Q Ll E—. T �OF I II E--a 5�R tit _ � 6 8 MEASURED VERTICALLY FROM SLOPED ■ w PLANE ADJOINING TREAD NOSING, OR FROM 4'-✓..., 1 „ 31=6" Q 1=2 II 2868 �� - G C/ FLOOR SURFACE OF LANDING. --„ iii WASHER "= / / / G. H.S. 1 (i� I 1 ill HOOKUPS P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT `—' 1 B-3.0 I li II _ ARE SUBJECT TD REL -pi RELOCATION DUE TO FIELD II 1 II -1-- �� OPT. STACKED CONDITIONS; CONTRACTOR TO VERIFY. ♦ - 41-1" fi q I -1—,_4t,_ I • WASHER/DRYER I -- m L U1�r�r T II A. mom i 7:10 OPEN BELOW _ I_ KEY: '� 1 ,1 i 42 LOW c.-3 O ♦ tQ i. WALL 1 DENOTES WALLS WITH TOP PLATE GREATER THAN P ii o 12 VENTED = Q SINK ;! _ _ - - 1 11 It] Firr-<seit 8-I /8 ABOVE FLOOR - STUDS TO BE CONTINUOUS to ( �, 42 LOyy m u z SHELF O, FROM FLOOR DECK TO PLATE 0 WA1-J- G/B°S.O - - Q I- u z :�� - U L_ = ii $<I TG 1�1 N d I� - .lAbiliZ- �t _ W 1_ EIN I, 0 2068 z z wil �o p 1 I 0 _ 411 B. -iv Q _ I _ J 2468 I 1 DENOTES DROPPED GE I L I NG OR SOFFIT -----------____` 1 m m o H/B=S.O PRODUCTION MANAGER. H.S.b -f I I z Cl \, N��'J OATH Gary CUI P d Q I 7 � 'r CD _ v m Q � - O 0 /P RELEASE DATE: 12/23/10 O1 T' j I REV i DAZE /DESCRIPTION m 1 Q ii '� i,. � / UNIT B&C REVISIONS v I �� in � n - ♦ 04/01/2011 !- , = ♦ o ■Pill V . 4(V 9 I ! J a. 0_ -♦ Q C I 1 -- N • BROOM I 2468 c / , I 0 0A5 .. I' 11 N _ •W z A I— 1 ♦ Z •' m [Y I, OVNINER'S „ SUITE A Xni ° _ _ K O I N I NG �' Il'4"1x118'-4" Co W 9 m q'-I I/8” '' 1�.I.G. 151 SF u A lid 0 101-4" x 101-0" i I r Q 101 SF II 0 7 A IPYsiT�1�. L cn L T.P. S$R ' \ ♦ ♦ ♦ w O O A- N [ i c1 1. 1.—_,I N ♦ ♦ u� . _ - Z PROJECT TYPE • _ • I--_--- J _ -0 • ♦ ♦ � O ° MF _I o ® Ii o I cn o B I 0 © 52 0 © 8I Q © 52 N COMMUNITY NAME Mir 2 Pi ti)1111, 0 ii Summer Creek 0 NIF � ] -' Townhomes o LAWSON COMMUNITY ID 1 II II 1 I II I 11 1 !I ~ 0000 S-0 5 -0 2 =112 S -10 -12 a / or / w 4'°II2" IO'°II2" 4'=III, IO'=II2" CO GARAGE HANDING / / i Varies 21I I51= III 211 2'I 5'=II11 21I o z SPECIFICATION LEVEL o 16 Im(7" I 161-0" t . o i 1 Z 0 PLAN NAME a U 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 U SEC- ON I ® Oi Fil . AN L) NI T THI CO AN SHEET B1-22 • (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT B - 2ND - 3RD FLOOR - 11 - REAR LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG 1 . O1 O NN CHASE N 7 FOR VENT • rte I -4 cn, ,,,,N WM5C3o:136 lir • Pll W2436L 1/V24S6R W2136L W2436R 450118 1/%11256L L{ HT G ,, ♦ -G • � • r-4 i ___ _ (2) v.) 0 MICR®/ , x � � rinCi 8 N 001, •/I I RRO R • ti rd REF. - (t 2t--4 f'q • I j SPACE — — ♦ O (� \ i I 1 _ --i I \ X\\ \) / o( j" P--.ii .(2,_.. P...1 I ` \ \ \ '\\ , , \ 1 (i) - 'I 1 -„ 1 1\ . \ ,;' , 0 co \\, ‘ , _. , - , if, , ,•., , , ,,\\\ \ \ \\ \\ \,‘ �� V �.AA\\‘ ,; \ \,.../k � I � 1 1 B24L 178418 RANGE B24R 512L DW S536 IIti / 2I_0 / 1'-6" / 2I_&' / 2'-0" )'-O'/ / 2'-0" /I'-O", / 2'-02�� / _0 / 1, C-6—) K I TCHEN KITCHEN KITGH N ® 5ATH RECESSED WALL CIS e,„ ABOVE- - Allilik --,- 0 E- 4 ' ♦ < - I 56" D.V. >- \ '�-) SAS FLG W�l w O 36" r.7.v. R.O. FRAMING r-- O W/ FLUSH • `—{ HEARTH / VARIES / ♦ ♦ I ��`�� PRODUCTION MANAGER MANTEL SE TI ON @ FF_G FLAN VI EfrN Gary Culp AS RELEASE DATE: 12/23/10 SFE G I F I E REV DATE /DESCRIP110N UNIT B&C REVISIONS GREAT ROOM o / \ 04/01/2011 OFT I ONA_ J J Q C> 0 Q ci 0 - 11 N z 1 w A F. 1 w 1 ce w LIGHT to I LIGHT • ♦ W - N I ♦ - _ % VENTED X ti— _Al SHELF S) 56"x 42" MIRROR cn SHOWER w m MIRROR DooR cn M N O � �-'�-�-- — - -- --- Z PROJECT TYPE - MF L L J I I I I C/) , ..-._ ___ _- L 11 ,- _ _ r----I, r�---, ■ I I °" COMMUNITY NAME r--�--� 0 OPEN _ _ _ m LO Summer Creek U L----1. L--- - r J Townhomes ♦ ♦ ' ♦ ♦ o LAWSON COMMUNITY ID VSDB3565OR V517586036 E336 W 0000 w ce 3'-O" .. GARAGE HANDING 3'-O" 3,_0 i Varies zo SPECIFICATION LEVEL BATH e O IN '5 SATH O N 15 5ATH LAUN '�' 0 0 0 (I) PLAN NAME w -J Q 0 0 NPC PLAN NUMBER , . LJN 1 7 a _____.. INT=- RIC _ o� _ I ? LAWSON PLAN ID UUQ0 LEGACY PLAN NUMBER /NAME 0000 SHEET i 1 B-3.O (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B — INTERIOR ELEVA11ONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT B,DWG ELECTRICAL � SYVROL < EY � N o :� . _ N LIGHT P I XTURES U? �: REGESSED GAN LIGHT '� vI LJ r RECESSED GAN - EYEBALL • LJ 4- CEILING SURFAGE MOUNT LIGHT a� P--'a) 0 Fe- NALL SURFAGE MOUNT LIGHT 175 ° O W {�� LIGHT w/PULL CHAIN SNITCH a� ® NALL SCONCE Ct ct F:/ r � i FLUORESCENT FIXTURE .4....4 (LENGTH FT/TUBE) U) [OPT OUTLETS 0 o II IA/G I DUPLEX OUTLET P"'"'I Pu'lli BFI=n>= 5 F I- WP �M?- - n � 0 � SPECIAL PURPOSE OUTLET (i.e. N.P. - G.F.I.) Eel GPanel �� V2111111Mr-?1" t -, L SNITCHED DUPLEX OUTLET TM OPT. `� �o RANGE/DRYER 220V OUTLET I OUTLET 1 0 I� TV AND BATH 2 - APPLIANG 1+ .r;' ' "1 POWER D I REGT MIRE GONNEGTI ON LJ L,J � PHONE E3n�ROOM 2 OPT. A OPT. OPT. :0% -1 TELEPHONE OUTLET - - -_ - F, /l I `�\ /�> / / I GATV (TELEVISION) OUTLET W. ,1 L L \_' ' / I / THERMOSTAT / ! �" _ ,,,,,, UNDER-COUNTER OR ' CONGEALED OUTLETS LD , / CA±i�R A°1- ' OPT. °SD 1 SNITCHES t BFI / _ ROOM 1 / SINGLE POLE 5NITGH C CI / L t-±I BFI i OPT. // OFT. , 53 THREE-NAY 5NITGH FGAR t 2 7 I-® 'T' T 1∎I D M �\ 54 FOUR-NAY 5NI TGH/ = - ® I[ =:tI RAG :� i li i I 11 J�1 5D sk I=-A, -L 5PE USER DEFINED SNITCH W �, , , ' ;:: M I SG FIXTURES ,--O I IV" y+ / s4 4 4 O / 5D I �� _ � � �- _ r,� �� j — — - ql is EXHAUST FAN c.)11 \ J,-, 11 1' LJ EXHAUST FAN/LIGHT U I' 1I , l�� / - - �- ]�N TO ,Q, ~ W E or GFI C�HT 1 it o Jll EXHAUST FAN/L I GHT/HEAT - �i1 i ii ii LIJ W 1--, � I DN TO ii - I r_ L I HT I i \ _� - ©sue SMOKE DETECTOR i I __.) 1H ::� ) I 1 2�� 5 ®W1�1R °� ELECTRIC WALL HEATER PRODUCTION MANAGER . I 6. 15ATHf Gary Culp OF TO I UPI TO _ I� 0 �-- — - - r P ELECTRICAL PANEL RELEASE DATE: 12/23/10 LIGHT RE N I RE L_I G HT I _ tG I`T'G HI 1�1 > 1 I al iL REV DATE DESCRIPTION ®: I I �F' EMERGENCY LIGHTING '�NER .. �. I UNIT BE REVISIONS I _ SUTTON `•J •• I 4 I I EXIT SIGN 04/01/2011 I I I (-EX-)0 0 _ - — / 1 {Lh ,I BASEBOARD ELECTRICAL W A--+/ \ HEATER a _ �- '� tIl - 1� cn J I ELECTRIC \ /ti \ �1 \\ ILL J DOORBELL CHIMES A O - I NALL MOUNT 0 \ 1�1-I .G. \ DISPOSAL z 1 HEATER I 5D\ -12 11 \\ n �. t i i 1 — 0 W © �f \\ --Q %r_ OPT GEILING FAN/LIGHT A X 1 5D *n iik OO w (111-4 ZI1 ‘111411 'W \ --e- , - I N I NG I' sU I T FLOOD LIGHT N A o / AT END •11 = A i S UNIT e CONDITION - - ELECTRICAL PLAN NOTES w 1 I + I A. ELEGTRIGAL CONTRACTOR TO PROVIDE Llj\ %111 HE I Q� REQUIRED DIRECT HOOK-UPS/CUTOFFS. N A ' NTERIOR �� i III iq B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N - - - UNIT I LOCATIONS. `1' PROJECT TYPE CONDITION L_ _I G Mr . ALL ELECTRICAL AND MECHANICAL EQUIPMENT,, (I.E. FURNAGES, 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 CONDITIONS. I'I Townhomes D. ALL SMOKE DETECTORS TO BE 110 V w/ D BATTERY BAGKUP, HIRED IN SERIES, o LAWSON COMMUNITY ID INTERGONNEGTED TO ALL OTHERS, MAX 10'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTO GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY GERTI F I ED Q Varies SMOKE DETEGTORS AS REQUIRED BY NATIONAg FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL ° GOVERNING GORES. F. PROVIDE AND INSTALL GROUND FAULT G I RGU I Tz PLAN NAME NTERUPTERS (GF I) AS REQ BY THE NATIONAL Lij ELECTRICAL CODE THE a REQUIREMENTS OF ALLDGOEVERNING GORES. 0 NPC PLAN NUMBER ' IRST ' OCR 5C- IONs 1 , 00 TH I Ri f-- I 0 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 • I LEC- I I C i--- , 0 ® — ) 1 SHEET B1.4.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - REAR LOAD - ELECTRICAL II / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG FLOOR PLAN NOTES G_ 16'=O" ` .. A. ALL INTERIOR PARTITIONS ARE ( I" f ) 3 1/2" 0 '� 16'=0" / I '� ROUGH UNLESS NOTED OTHERWISE. ALL N 2" I�'=11" 2" EXTERIOR WALLS ARE ( '� � ) S I/2" ROUGH. -� i I I i B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 1-4 � N I (;11-102' 6 =02 I UNLESS OTHERWISE NOTED. VJ ''', ,N / / / / / / / G. ALL CONCENTRATED LOADS SHALL BE • TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. • 1 N D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING r'1 UNLESS OTHERWISE NOTED. �' cn E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. O O F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE r:0 IliC ,� _ _ _ _ _ _ _ (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. (t pi. 6. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERW 1 SE 4—) r°'.1 9 o 0 NOTED. '4 1 B I D 0 H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O n .°HANGERS SET SPADING FOR ALL TRUSSES. N p I. WINDOW SUPPLIER TO VERIFY A 1 's' �I7• •GD AT LEAST ONE r--I H . -v-O" WINDOW IN ALL BEDROOMS TO HAVE A CLEAR \ •! \ \ \ \ \ EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. J ` DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; CO) i t^ SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL IV 0 SPECIALTY CODE. J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" l' VERTICALLY IN WALLS > 8'-I I/8". K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR I I -ICI SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" -c1 -ic1 CO DIA.I m m _ L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD 1 in I INCLUDING RAILS AT OPEN SIDES OF STAIRS. Z , _ ..<, M. ALL GUARDRAIL BALLUSTERS TO BE SPACED GAR SUCH THAT A 4" SPHERE CANNOT PASS TANI:3 E M GARAGE BETWEEN BALLUSTERS. 8-I 1 /8 N. ALL HANDRAILS 1 GUARDRAILS TO MEET 2008 151-2" x 551-0" OREGON RESIDENTIAL SPECIALTY GODS. 41-4" 1'4," 10'°2�� 4'=S2" I'=6" 446 5F 10'=121 " C / / / / O. MIN CLEAR HEAD HEIGHT GHT AT STAIRS RS SHALL BE F i-, / / 6 -8 MEASURED SU ED VERTIGA LLY FROM SLOPED O - O♦ PLANE ADJOINING TREAD NOSING, OR FROM (!) .< ` \ \ \ s FLOOR SURFACE OF LANDING. P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT - = STORAGE ARE SUBJECT TO RELOCATION DUE TO FIELD -acv 9 = O O ' UNDER STAIRS d =O CONDITIONS; CONTRACTOR TO VERIFY. -' r dr PROVIDE GYPSUM . ' m \ BOARD UNDER STAIR m KEY AS REOU 1 RED BY = = DENOTES WALLS WITH TOP PLATE GREATER THAN O U THE 2008 OREGON O I _' 8'-1 I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS RESIDENTIAL CODE i FROM FLOOR DECK TO PLATE ��--4 . fit-; -IN -IN 1 in \` DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER tq �� / Gary Culp —ICA / O RELEASE DATE: 12/23/10 cV REV I DATE /DESCRIPTION (V kf) 4 � A UNIT B&C REVISIONS 04/01/2011 rt1 ys o ii-j fL w / \ Zd . r 1 I N A nn O PO YE 'O O Z W A I_ 1 cn cs, w w O(1 1 ----- @ s L.0 y-10 L -- - - _ , O IL 0 o / / X - x 1 -N O -9, . _ -iN -ICI = in I 9 O DL � O W I m co p cv m = A -ICA --i-i -Tec ..1- I- J I \ \ \ \ In _ if \ \ M X T N PROJECT TYPE O 0 1V_� me ° Q w COMMUNITY NAME 1 Summer Creek J Townhes om �2 2 -- 41, 2 -. ,=1, �2 �°12 5'-0" � 2" 5'°q2" O'°2" // / // / / o LAWSON COMMUNITY ID 4r / / 5'°012" 10-12' / '�� 0000 / / w 2" I I S-I I" . I. c GARAGE HANDING 1 16 .0 �' ° Varies 0 I 16 °O Q .t.. k. Jr' Jt' ix z SPECIFICATION LEVEL 4_ o 0 0 z ,,, PLAN NAME w a 0 U) NPC PLAN NUMBER 0 z LAWSON PLAN ID I 0000 E /-Al , 01 i I L ® A LEGACY PLAN NUMBER /NAME 0000 L.) N I T I - ® L) NATN/ 5I A PLAN U C FsrI I ® ® 1 /AN. SHEET C1-1 ,2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT C — 1ST FLOOR — REAR LOAD / F:\BSB REPLICATED\PULTE PRQJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND}\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT C.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( 1' f ) 3 1/2" 00 1 16'-0" / ROUGH UNLESS NOTED OTHERWISE. ALL N EXTERIOR WALLS ARE ( �" I' ) 5 1/2 ROUGH. A N 2" I5'-H" 2" dr B. ALL ANGLED PARTITIONS ARE 45 DEGREES • f"� ` V 1 UNLESS OTHERWISE NOTED. CI) 1 -12 6 -a2 G. ALL CONCENTRATED LOADS SHALL BE • 1' 'd VI a TRANSFERRED CL 16 -0 TO FOUNDATION VIA BEAMS, ® NEE / NM BEE / POSTS AND/OR SOLID BLOCKING. • 2" 15'-I I" I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING r° 1 UNLESS OTHER / / WISE NOTED. -1.-0 n v, 5'=4" 10'-1" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL Cu / / / OPENINGS UNLESS OTHERWISE NOTED. O ,, !,� P O 3 G12 a2 F. POSTS AT HEADERS IN 2x6 WALLS SHALL 6 H LL BE ,„„ci GQ / I / s-' (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS { SHALL BE (2)2x4 MIN. tt PA-1 (71 � Gib G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , %,.• O jY I _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••� r-i z 0 = to O NOTED. c '�'°� O d• Q O II � - P®'1 CIS H. TRUSS MFG. TO M O SIZE MEMBERS, FASTENERS Y I -° 3-I II6 I 0 `c I- _O / Q HANGERS SET SPACING FOR ALL TRUSSES. N O • WIN DOW SUPPLIER TO VERIFY AT LEAST ONE Pami � Q I � � L O E r--� O 0- 0 Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR `0 I \9 I EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. i \ \ N. \ d \ \ \ • DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH;r r-- I SILL HEIGHT NOT GREATER THAN 44" ABOVE rls) �0 I 5' TUB/ FLOOR, PER 2008 OREGON RESIDENTIAL �, v SH01NEi4 SPECIALTY CODE. I • /Q _ - J. PROVIDE FIREST PPIN -f' � � ®O1� 2 O G EVERY 8 1 1 ,�0 I MATH VERTICALLY IN WALLS > 8'-I I/8". /8 •iti I /2) V = �- 01I-10" x l0 0 ? Ile K. ALL HANDRAILS TO BE MIN 34 - MAX 38 ASV I 04 5F I = TREAD AND TERMINATE I N N I A NEWEL POST OR , d 2%-4" 3'-0" 4`=102" I / T'P.> T SAFETY TERMINALS, WITH D I A OF 11/4 TO 2" O / / / DIA. (-1 I m W I F 6 H.S.*G. L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD INCLUDING RAILS AT OPEN SIDES OF STAIRS. Q --J - - - J 2468 c0 MATGHL INE 'A' MATGHI- NE 'A' .R. (t) M. ALL GUARDRAIL BALLUSTERS TO BE SPACED '1 SUCH THAT A 4" SPHERE CANNOT PASS F< '- BETWEEN BALLUSTERS. ,� C�Puill 4'-52" I I'-�12" -e —N `�O N. ALL HANDRAILS GUARDRAILS TO MEET 2008 / / } x_ I OREGON RESIDENTIAL SPECIALTY CODE. 6 �_ui LINEN >06 ---„, SHELFNTED O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 1� �t T ®® / i rr-- i 6'-8" MEASURED '� ED VERTICALLY FROM SLOPED ( 1, w a-I 18 I I —IN / WASHER � � �\ � _ PLANE ADJOINING N I N6 TREAD NOS I N6 OR FROM M �� ` /� , 151-I" x 2I'-6" I O �� ' H00KU1�5 —ICY FLOOR SURFACE OF LANDING. l G. b ___� WIG — fs, - 303 5F - � 1� —IN j i P. ALL ELECTRICAL CAL AND MECHANICAL I CAL EQUIPMENT I. N jL til I I / I ARE SUBJECT TO RELOCATION DUE TO FIELD • CONDITIONS _ CONTRACTOR TO VERIFY. � _TN cci SOFFIT AT �� I SCR O 8'- " A.F.F. 1 9 - p ♦ 0 �� x6 N. O i u o 0 O . O _• 'jl _ 42 LOW WALL .p ! T T.P KEY. 1--- cf) \ t •rn/ \ 6) i- CO ILI n,co CZ IX „ „ _ °� CI! •�I � o, DENOTES WALLS WITH TOP PLATE GREATER THAN lit 1-- j.Y I-- ii �i I 0 0 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS � ii ii N O _ ii ? 42 LOW 6 m m - - _ FROM FLOOR DEGK TO PLATE 0,r f m �� I z c — „ 1 WALL- X O v v I ) �U-� E---' 0 z r w_, Its — , it NTRY 1 -a o n __.- 01_co-pi i... �t I.� dJ � � DENOTES DROPPED GE I L I NG OR SOFF I T CQ LINEN cs I � � �: I � -i � T.R. PR0DUC110N MANAGER -_X - 'lam Gary Culp I O 0 _ RELEASE DATE: 12/23/10 O 6 Q u u - A 3 1�H_ �1 O 1 4 B ✓ / / / REV # DATE /DESCRIPTION 0 [I L_1 I ♦ I i v e3 UNIT BBC REVISIONS I- \/ _ 4�. " 10" 2' S" ji 2'=O�� 5'=S" 0 04/01/2011 li 4 O -- o ♦ _� -�i I_ d- rr 5$R i O;f� NE ' SV I -re = w A Z 8'-1 I/8" m q 6 ,-3)1 X I ;:: KITN IN. .G. II'-4" x 10'-a" i cn A � 122 5F ■n� I D/G-3.0 = A/O-5.0 -� ,, V 1 Cr �'� i _,i i ry _ 1`'WL7 4 SINK ' - A i-_ri 11 L1JnF a. ` i�., � I 1 a s ! Lul- 1 I- •� —\ `` i UI III I�\ \ \ (.) A IP 0 _ \ \ in x I I CO d) 1 w n ii © O �• l \ L oQ ' ' M X 31-I C" T-112" N PROJECT TYPE , / ' / MF 1- . 12' II'=a2' o / / / a COMMUNITY NAME -' I5'-II" G2 ! N 3'@ I O" 3'-10" --- 2 Summer Creek / / I 16'=0" Townhomes o LAWSON COMMUNITY ID 5' 7' 1X66�� -s" I'-2, -1'-I :1-10" � 0000 J T / / GARAGE HANDING 2" 15'=11" 2" . Varies i III z SPECIFICATION LEVEL ... t 0 0 o 0 PLAN NAME • J a U 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I T 1 C si C- C \N, I ® ® 1 A NT THI f I I I I ® ,04 SHEET . C1—2.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT C - 2ND - 3RD FLOOR - REAR LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG 1 1 ' J 2 1 N N �, CHASE �' N 1 ,-FOR VENT • !— 0'1 ,,,,,N Ct I _, 11 WMSG30.1"136 • P'1 73 ► /WSg18 1^12436L ! WSO36 /11536R LIGHT ,ii i , r i• ce, — • — - • Tim( j i b �� I \ w CU - -I I 7 — ---r- - — - 12) ci) 0 • ;i; �'9iGR0/" --r ,1 r - HOOD 1 I RRQR L o r \ r2r:)-1• // REF. _ ::!I (v ///j i //: ° / - - - A — - ° ° I - I I ° I TA IT L LI J II I I I - i t,„‘uld c•I 0 - I o i/i / I 1 - - - - - - -- - - 1 311 FILLER -- I ■ i i/ z,1 B12L 5836 DW B21R B24L RANGE D15418 DB418 B30 ImOI =011 2160211 I -0" 21_0,1 . 21mO�1 21°611 I ¢611 m6 1 2 061 e'• i / / / / / / / / / / i i / ,4'. A 1 I TG K I T N ISLAND LVATIQN BATh REESSE17 LIGHT /g11/ Y AEO E ` c.r) 1 - ii Alli- I \ -___) GAS FFL W\ i 0 W 1 , = � - G '� 4\ Q o 5( I D. /. R.O.. RAM I N ° - q --(/ E --_[_,,_,/,... -ii Fh - 4 >--; 1 = IA1/ FLUSH EET 1 HEARTH VARIES CA jj X# � N _\ . . - 7 .i 1 1. . _ \J/ / , , E ,,E—-ic-T-=, \,„., ... \ .F I REFLA iE V5:78336501_ PRODUC11ON MANAGER MANTEL SECT ON @ FF F AN V I E1A Gary Culp AS SFE I F I E / 3 e0 . RELEASE DATE: 12/23/10 REV I DATE /DESCRIPTION 0 6 SEAT ROOM A UNIT B&C REVISIONS 04/01/2011 OFT I ONA o J A U Q I Cl A u_i 0 Z n � 1 W W oe LIGHT a W n X1119 w 1 A Illn 1 1 r A 48"x 42" M IR0 m DOOR z n cn M X N r 1- - Z PROJECT TYPE r--,--er--,--e-1--,--1 O - L__;__ __J MF ® H-11 1 - _ a COMMUNITY NAME O L .) ' � — — �` Summer Creek ))`. 1 ' SI Townhomes O LAWSON COMMUNITY ID VSD584556 LINEN W 0000 J W ce / 4-D / r GARAGE HANDING � � Z Varies .. .....:.. .. .... 0 OI�' I I�' ` SPECIFICATION LEVEL 'X41 S SAT CL) O N R IS AT o 0 z N PLAN NAME J Q U NPC PLAN NUMBER o N I f Z LAWSON PLAN ID I �� INTE110 !! I V A ( I 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET 1 C-3.O(c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT C — INTERIOR ELEVATIONS / FABSB REPLLCATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTIANDABLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT C.DWG ILECTPICAL O . o1 SYVBOL < EY LA O :� • r..t - N LIGHT FIXTURES Cn cn MIM RECESSED G/6\1\1 LIGHT vl > ✓-, r i RECESSED GAN - EYEBALL •• -L t-+ (2)1 1 Fri GE I L I NG SURFACE MOUNT LIGHT cr, 0 FS- WALL SURFACE MOUNT LIGHT 7 O '\ LIGHT w/PULL CHAIN SWITCH O r OPT - - ~ - -- - w WALL SCONCE al L A/G I ( ) FLUORESCENT FIXTURE ••I• • ""1 ' ' (LENGTH FT/TUBE) cn 1 OUTLETS O a 0 1 n ' DUPLEX OUTLET r-� �1 CFI-wP GFI-w� L T Ise �o�R \ - T SPEGIAL PURPOSE OUTLET !! . A._ j �� fly X11 la I�,' (i.e. W.P. G.F.I.) I lec Panel jj ® rr 0 III Cp / . ,E SWITCHED DUPLEX OUTLET 1^ +°72' ® OFT. OPT. -A.F.F. --'i - — — -- - Ki, RANGE/DRYER 22 V 1 OPT. O OUTLET ° , ADD OUTLET AT �� OUTLET, � ��®®M 2 �j� INTERIOR UNITS ONLY OPT. dFT. TV AND SAT 2 _, APPLIANG a \I PHONE POWER ) DIREGT WIRE CONNECTION OW - �\\ 7) \ \-0)-1 -1 TELEPHONE OUTLET GF / 1). TV -[ ,;' r_____— I I GATV (TELEVISION) OUTLET T , ti / - 1- J `, `' � 1 � THERMOSTAT OFT. N M ®®T / A _ *_ UNDER-GOUNTER OR / I / O /// - CONGEALED OUTLETS RAG l / _ *-- Ai.i�OPT. - --/---- `�OPT.� 5W1 TGHES � / i \i / SINGLE POLE SWITCH r - ,�-I / ( I II I{� I �^ / i u ` S3 THREE-WAY SWITGH �� I-- \ r- / , �� 54 FOUR-WAY SWITCH t I I I / � \ � �I l�l 11�1G �.� • � —��r Yy.I .G. 1�I - I I N / S USER DEFINED SNITCH ,�_7 �� / \ SD II 1 SPEC I 1 i., 4fr• CO \ t _. T Tom, - MISG FIXTURES t SD \ �'-p� DN TO Ii ■+) �� J EXHAUST FAN U __ 1 • Imo a r � O LIGHT ° II •l• ILJI �/ / I ,� l ®WN 1 'x .1 U [----+ I WWII „ II �J EXHAUST FAN/L I GHT V do " 1 ' I I L HT I 11 H al-4 EXHAUST FAN/LIGHT/HEAT / I - w --- I l `1 t ® SMOKE DETECTOR I i yl' .. SD , OI I! `� ELEGTRI G WALL HEATER PRODUCTION MANAGER I �•1 ,, 5 �' - �� ' _-- Gar Culp — – c� t� I u, , Y P w UP TO U it i I �-� -� ELEGTRIGAL PANEL RELEASE DAlE: 12/23/10 REW RE I f-4 REV DATE /DESCRIPTION LIGHT i LI HT ii o 'OR i — - -- u� I 1 � OPENER y- EMERGENCY LIGHTING — UNIT B&C REVISIONS SUTTON ( U ` / / i —---='---- --- — — ---4) )- - • L _i t \ I I EXIT SIGN . A 04 01 2011 F Ex-) O I J -0 BASEBOARD ELEGTRIGAL, GF I El=EGTRIG 1 i �l I; HEATER a I •. / I • KITG N 11 _ IL A Mal 0 WALL MOUNT 1 _ I ' : •, ig L DOORBELL CHIMES N is HEATER - " 'pit rAli ( SUET �- \ F'0 � { 0 DISPOSAL W 5D / t! ' I r w\.,E)) , a �F �� h1.I .G. OPT CEILING FILING FAWLIGHT �, A pripPi, 'W ?lc 1 FL rth I 1 0 I Ire. / L LI, 1 III _ li \II LIJ A i I I FLOOD LIGHT 01. 55s I Iii X It- E \\ rT ! 1 A I ELEGTRIGAL PLAN NOTES 1- I- W A >a I A. ELEGTRIGAL GONTRAGTOR TO PROVIDE N REQUIRED D I REGT HOOK-UPS/CUTOFFS. Y _ -U L 1 B. HVAG GONTRAGTOR TO VERIFY THERMOSTAT N LOCATIONS. z PROJECT TYPE G. ALL ELECTRICAL AND MECHANICAL EQUIPMENTN MF (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 CONDITIONS. D. ALL SMOKE DETEGTORS TO BE 110 V w/ D Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID li I NTERGONNEGTED TO ALL OTHERS, MAX 10'-0" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO GARAGE HANDING 1 PER SLEEPING ROOM. Varies E. PROVIDE AND INSTALL LOCALLY GERTI F I ED a SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOGIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL ° GOVERNING GODES. F. PROVIDE AND INSTALL GROUND FAULT C I RGU I TZ PLAN NAME NTERUPTERS (GF I) AS REG BY THE NATIONAL ELEGTRIGAL GODS AND MEETING THE a NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. IRS T I ,CiC SI C. OINQQ 1-i=[ 1 I OtO z LAWSON PLAN ID I 0000 LEGACY PLAN NUMBER /NAME 0000 1 El Cam ) I LQQ AN SHEET Cl-4.2 (c) Copyright Pulte Home Corporation - 2009 I PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT C - REAR LOAD - ELECTRICAL / F:\BSB REPLICATED\PULTE_PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f" j' ) S 1/2" o 1 d 20'=O� 20'-0" ROUGH UNLESS NOTED OTHERWISE. ALL N / / X / EXTERIOR WALLS ARE ( 1' 1' ) 5 1/2" ROUGH. a) l V 2 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • ` 2 1 Iq -11 / UNLESS OTHERWISE NOTED.T OED. I'-IO2" 16'-S" I'=102" I q'-112" IO'-O" G. ALL CONCENTRATED LOADS SHALL BE • ' d v1 / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. :5 N D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a) h—i UNLESS OTHERWISE NOTED. w E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 00 F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE F T (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS �-+[4x67 OS a� Pci SHALL BE (2)2x4 MIN. �N — r E], G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE •. ii— NOTED. cc"1' � o 0 O H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O O 0 _' ' HANGERS $ SET SPACING FOR ALL TRUSSES. ® N 0 .0 ,0 .0 I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r--+ 1600 0617 WINDOW IN ALL BEDROOMS TO HAVE A CLEAR HDR. @ 7'-0" EGRESS OPENING OF S. SO. FT. WITH MIN. DIMENSION OF 24 IN HEIGHT AND 20 IN WIDTH; LISILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR PER 2005 OREGON RESIDENTIAL III SPECIALTY CODE. J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" ►j4' VERTICALLY IN WALLS > 8'-I I/8 . I K. ALL HANDRAILS TO BE MIN 54 - MAX S8 ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" DIA. I II L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD { I NCLUD I NG RAILS AT OPEN SIDES OF STAIRS. Z O O j 1 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < _i _I SUCH THAT A 4" SPHERE CANNOT PASS w !T I t- 2 GAS BETWEEN BALLUSTERS. �. N. ALL HANDRAILS a GUARDRAILS TO MEET 2008 0 .... TANS M GA A�7e OREGON RESIDENTIAL SPECIALTY CODE. 0 11I-1'-1 I/5""-O 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE )--1 do w 6 -8 , MEASURED VERTICALLY FROM SLOPED 513 Sr PLANE ADJOINING TREAD NOSING, OR FROM F---1 �� FLOOR SURFACE OF LANDING. _ 4'=52" 4'612" II'662" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w 1' / / ARE SUBJECT TO RELOCATION DUE TO FIELD ■• 4'-4" 4' 12" I I'm62" CONDITIONS; CONTRACTOR TO VERIFY. ;� 1 O Q♦ I O� w Si I -r 6x6 POST . p KEY: 9 9 O STORAGE - O DENOTES WALLS WITH TOP PLATE GREATER THAN �+ 9 UNDER , 1 I m 1 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS m 0 STAIRS 1 1 in O FROM FLOOR DECK TO PLATE ■ _ � � PROVIDE GYFSUM d- . I• —� -L--� \5OARD UNDER STAIR cr.)---- AS REQU I RED E3Y - r - -IN - = THE 2005 OREGON - _ 9 RESIDENTIAL CODE DENOTES DROPPED GE IL I NG OR SOFFIT PRODUCTION MANAGER 2868 / Gary Culp RELEASE DATE: 12/23n 0 _r . i" 0 D U II - REV 1 DATE /DESCRIPTION (N , �� ii ii // ' � — UNIT B&C REVISIONS ojim 1 il 04/01/2011 IN___ O LOA _1 't WALL a -1(1 a � IF I A O -CO —ICA in I I- • ! z A i �J'°O" r.�2" i w X // -� IYi; � �� w O A X' O w 1- ' \ \ 1 IL--" w A O O dl 0 X O I I I .- (N \ ♦ - ♦ ® ♦ \ i _ :9 —0 I O Lo - - - co II T O = A (1 _s. - \ N cn N Q ® N O� ° PROJECT TYPE z Al Q A2 ° MF 21 411, cn a COMMUNITY NAME w " Summer Creek 1 52" 2'-4" S'-4" 2'-02'52" 5'-4" S'-O" 51 Townhomes ' ' / // ' ' o LAWSON COMMUNITY ID I 2'-12" 5'-10" 1- 0000 / / / J ce 2" 8'°72' I I�=4�� 2" . g'-`12' I I' 4" w cn GARAGE HANDING ' ' ' ' Varies 20'-0 20'_0.. z Q ce ' SPECIFICATION LEVEL z o _ 4_ P 0 z PLAN NAME J Q V N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME A I 0 A I . /AR I CA=) OOOO 1 1 L) ..sess, I A I s-r I oQ ., A 1 I.J \A NP=r= A I ® � %.,,,N � I I O / S ,L\ = ( � SHEET (c) Copyright Pulte Home Corporation - 2009 A34.2 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT A - 1ST FLOOR - REAR LOAD - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG • FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( I' t ) 5 1/2" o 2O'=O" ROUGH UNLESS NOTED OTHERWISE. ALL Ct_ ' / / EXTERIOR WALLS ARE ( 1 t ) S 1/2" ROUGH. .�+ n 2" I Iq'-112" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • Pit / UNLESS OTHERWISE NOTED. ' 5'=5" 8 =q 5'=4' G. ALL CONCENTRATED LOADS SHALL BE • rani / / / TRANSFERRED TO FOUNDATION VIA BEAMS, �+ 20 -0 P > .--, OSTS AND/OR SOLID BLOCKING. NEN 2" I x'61 12" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING (0.2) CU Ili EMI 1 / UNLESS OTHERWISE NOTED. w c1 ®52 1 10 -6 cu ,.) E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL / / / OPENINGS UNLESS OTHERWISE NOTED. 0 5=5 4'-02 4 aq 5¢q F. POSTS AT HEADERS IN 2x6 HALLS SHALL BE pCa rd / / / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ,� SHALL BE (2)2x4 MIN. P., N. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS ,_ AND/OR GIRDER TRUSSES UNLESS OTHERWISE —1..) 1-1 1 .4-i 0 Y NOTED.6 p _O O cl)= a I i H. TRUSS MFG. TO SIZE ZE M M 5 MEMBERS, FASTENERS, O c!� Q `� HANGERS SET SPACING FOR ALL TRUSSES. N 0 0 I- - p 0 p ® ® - In rn I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE �- p I- O p I. r—+ }� O Q O Q m Q cn Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I ' I I EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. ♦ ♦ ♦ J' , r ♦ ♦ ♦ . ♦ `l `l 1 -,' ♦ I _ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ° SILL HEIGHT NOT GREATER THAN 44" ABOVE I I-1 FLOOR, PER 2008 OREGON RESIDENTIAL ti r:Ii 1 , 1 SPECIALTY CODE. W _ li I-- -� i D/YI _ I J. PROVIDE FIRESTOFFING EVERY 8'-1 18" i�' SINK S OOM S �EO OOM � VERTICALLY IN WALLS > 8'-1 I/8" / A/A =5.0 - S I I/8 - 81-I I/8 1 5=6 - K. ALL HANDRAILS TO BE MIN 54 - MAX 58 ABV O q-6 xG -O _® c 8 xq 8 -,, / -' 85 5F ° �3 5F ' TREAD AND TERMINATE IN A NEWEL POST OR -�� G/A=5.0 I I NO ROOM O cs O SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" cci/ 1 (cfi 0 r �� _ ♦ 1'-1 I/8" DIA. (N , i 0 10'-0" x IT-2" 5'-52" 5'682' 5." 2'@82" I'=421"¢O" 5'-5" L. ALL GUARDRAILS TO BE MIN 367" ABV TREAD - T� (,)! rz � I 1 - III 5F .�' T 1J �p � � (�♦ / / y / / / / INCLUDING RAILS AT OPEN SIDES OF STAIRS. K I TGHEN M. ALL GUARDRAIL BALLUSTERS TO BE SPACED 6G SUCH THAT A 4" SPHERE CANNOT PASS T�/A-5.0 -Iry - 4 068 BRASS 4068 BI PASS BETWEEN BALLUSTERS. ''� �/ I ♦ f 5 6 5 �� -' 8 4 =6 —ICA V —icv N. ALL HANDRAILS GUARDRAILS TO MEET 2 8 / / / / _ 00 PANTRY SOFFIT AT _� _ _, OREGON RESIDENTIAL SPECIALTY CODE. Q • !, I -a I I A.F.F. 5 R C I cN �4 S$R ' ® 0. MIN CLEAR HEAD HE I CHT AT STAIRS SHALL BE 0 6'-8" MEASURED VERTICALLY FROM SLOPED w O p 1 I Cp ra °'12 �'-52" 24" T.6. I PLANE ADJOINING TREAD NOSING, OR FROM -.0 111 KV'j [Y D_ c4 FLOOR SURFACE p 4. _ WAS�fER s _ SU OF LANDING. —In S T ♦ I3 I� HOOKUPS II ' IN -'� T.R. 5 O I -Oib 4 2i6 �____� CO ISl W co P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT /` O O �t / / / / -' 12" VENTEL7 '+I i--:--' ( ® /A=5.0 p _1 in E/A�5.0 m SHELF +III F (V ♦ �� I- O yP ARE SUBJECT TO RELOCATION DUE TO FIELD �� I I (2V m - I I I IL ty ,.c./__, _ �T. J 1 CONDITIONS; CONTRACTOR TO VERIFY.1 r°"--1 "&1(-91 r- PY�I7R. 2468 I — - - - - (— r - - - - - i i L OI.S. G z + T.P _ 0 - - - ♦ O m _ -♦ o m -\ • ♦ I �` -1880 S.R.O. 0 5080 S.R.O. m = =8 2 =52 I = q = fY x " KEY:// _ 6 _�� _IN / / O w - DENOTES WALLS WITH TOP PLATE GREATER THAN Icv I O `� w jr:3'4F5- 71R. 0 E 8'-1 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS to _ - x O I � � W T _I -9 In n I • 52 _II / _ (, I -IN = O T.P`. -pi � Q illi d O '\- m m < Q 9.n % , in FROM FLOOR DECK TO PLATE ,� O OW1�lE1� S E; Ti-f d w 42" LOW G� �� V w d /, U Li__ �. ks I WALL ♦ 1�==- O II II, 42" LOV"I 24" T.B. 6 N j _O O oo WA L SEAT ®O1�I p z _ r X [C DENOTES DROPPED GE I L I NG OR SOFFIT PRODUCTION MANAGER _ c q 1 I/8 Gary Culp 254 5F En U O icy �' _ 14 52 1 r- ,� I S 2�� RELEASE DATE: 12/23/10 REV# DATE /DESCRIPTION UNIT BE REVISIONS _ Q L _ MA -fL I NE 'A' 0 L MATGI�L I NE 'A' A 04/01/2011 `� ♦ o -CI? _jjdi' i; ° 54 R O frMN R'S I.) I Te w A \ Cl IRMIIII. �� 8'-I I/8" -I l i �� 1/V.I.G. I5'-IO" x II'-II" N 0 II-- p 1 � , I ;) 15G1 5F \ 0 O �n U i - ry Iii 2468 v A i_ 1 m cc 1 I ♦ \ �I lei N- \J A 1= TEMP. O ,_Lu ♦ b ♦ ♦ ' III III iii ♦ ♦ ^Lcj) O N♦ _ _ O - 0 � � O Qi T� � I (N I \ Q _I I /� 0 �- —� _ ♦ O © _ w tn' N N Q �/ to ♦ ♦ — x. J a� ♦ �, ° a Q ® p = �x O Q kY o PROJECT TYPE Al A2 Al A2 MF -.-- -.-- -.-- lir o 5'=I 12" I'=4" S'-O" 6'=0" • COMMUNITY NAME N .r / / N Summer Creek 1 5'°II2" 5'=52" 2'=8" 4'°®" 6'°O" 6 _Q J Townhomes / / / / / / / / o LAWSON COMMUNITY ID 11-11 2" 12 1-0/ I=112 / /2 =O II a 0000 ! / / ! / 2, Iq'=112" w I 112 GARAGE HANDING / Varies / — / o 1 o SPECIFICATION LEVEL Jr._ 0 N PLAN NAME J Q 0 (J) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 1 LJNIT i L) NIT A 1 ® ® I A\%,li A SEC- ON� �-- ® ® I�� I AN SHEET A3-22 (c) Copyright Pulte Home Corporation - 2009 I PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - 2ND - 3RD FLOOR - NO WINDOWS - REAR LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG , o1 c--A N CHASE 0 422' N FOR VENT • SOFFIT Cr) ■ k WM5G3O�136 Q I" A.F.F. • p--ii � v1 - 1413O36 W1536R W3618 HOLD CABINET OUT 12" W2436L W3g36 W3036 I I I > ..--, ,� FROM WALL r'� 1 -- - - - • I 1/2 I/2 til) r I LL ER i/ R FI ER FILLS LL i' C� - - - i Cll M 8 12 crl 0 %/ 1-- - - - -- - -1 - - - L 8 \ HOOD, — - -- P4 r V /// I I I I /___ __ _ _ REF. �' SPACE � I r I „ , �� ice I r � r I I -� � �� V J i 1 ° PA O //:///7 i/;1-- _� - - - - -4 FILLER 7 Ill ... i/;, //'i - ' • P"."1 T Prniq i ,/ . , .., , , \ I ///, //i 1 , B 18L 5836 DIN 130418 B50 RANGE 530 524L E213418 I / I -6 / _�I. / 2'=Oz� ` -6.I / 2'-O” , 2'-6" 2'=6" 21 6 2�-0 1 -6/ / / / ..,i4.- 6ITON CE) f�ITG# �1 I SLAN ELEVT ®fib KITC N 1 G r) Icy LIGHT cI) / / Allik�fIRRO H OF EN – 56" D.v. TO III i p , DINING Z ,— r W , -IN TA7 / / \ 0 36" E7-v. -- `1 R.O. FRAM I NCB 1----1 G VARIES H. 1A1/ FLUSH 1 ► T RA 1 S. VENT 1--4 \h-4' ' \ \ \ \ _ PRODUC110N MANAGER MANTEL SECTION @ FFLC, FLAN V ElAt Gary Culp AS RELEASE DATE: 12/23/10 REv I DATE /DESCRIPTION C-) UNIT B&C REVISIONS A �_7_—__ N .®. � �® 04/01/2011 OI,N AT T Y IGAl OFT I ONA a J N I . A O Z LIGHT w A i_ 1 w LIGHT - \ w L -9 u W N o u 42" 1� ICJ X � 1 U- 3 X 42" MIRROR in MIRROR - m En w o - r v r --, - PROJECT TYPE L '1–L-{� J I I I I _ o s r--�--i =.0 — ,, r s � MF \..) r- 1 I I m ,- 0 ® N I } L_ L__J 1 w COMMUNITY NAME \ �_ _ —l- Summer Creek V512533630L VSDE84856 51 Townhomes o LAWSON COMMUNITY ID W 0000 / 3-0 / / 4-0 / w tx GARAGE ri HANDING C._�` EA MI 2 I O 'NN R'5 BATH Vaes I �I a I cc SPECIFICATION LEVEL o . o ,. Z ( PLAN NAME w Q NPC PLAN NUMBER V N 0 LE) N 1 - -- A -_ _-- I I I F _ ATNS I O ? LAWSON PLAN ID OOOO LEGACY PLAN NUMBER /NAME 0000 SHEET A.3.0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT A - INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG ELECTCAL o � SYVHOL <C EY N: N O A LI6H7 IXTURES `J RECESSED GAN LIGHT z [ - • E RECESSED GAN EYEBALL _ (2)-(1)- GE I L I NG SURFACE MOUNT LIGHT cn 0 Fs- WALL SURFACE MOUNT LIGHT 7:1 ° \ O UpE LIGHT w/PULL CHAIN SWITCH rd ® WALL SCONCE Z+ R1,(1) FLUORESCENT FIXTURE � r-4 r -IJ (LENGTH FT/TUBE) OUTLETS ® ° N 0 _ DUPLEX OUTLET r--+ pm, SPEGIAL A EG L PURPOSE OUTLET \ - . , I: 11. A - .e. W.P. - G.F. ) 11 1 i l . m SWITCHED DUPLEX OUT _o_LLL _F-- -0- � �L'H' �i� / Y -,' OUTLET III ,r \ ni ._, o --- )---L --- ac, RANGE/DRYER 220V OUTLET -0 i I -pi � co- - enDR®®M a R APPLI�NG � � ®OM „ — POWER D 1 REGT WIRE GONNEGTION my OPT.Ei-- OFT. -44 TELEPHONE OUTLET \ b r-0 1 &, INI \ \ 0 / I GATV (TELEVISION) OUTLET ,1 \ ® C / = -0 THERMOSTAT/} } U UNDER-COUNT ER OR G I G#� N I N I N� p 6F1, 1 CONGEALED OUTLETS '- ` — — / J Mi- l I I / • GFI O 1 \ / s w SWI TGHES .■ I ,- ,, I. , -- -- -tY . ,f)c I ( k,!� SINGLE POLE SWITCH 1 I4i 3 THREE WAY SWITCH A R .�'�r Cif � � TAN��M / 54 FOUR-WAY 5W1 TGH ID I I C�ARA� Sr- kg _ ®YID I•J I Q — — }i H� I it-- S USER DEFINED SWITCH ,� • I ILJ� 5PEG r iii.. �: ` -, MISG FIXTURES 1 0 / roPT.� - - - - - - - I _� - V/ V SFI r 1 EXHAUST FAN F � �J 2 Ov / o 0S \� El)-) � EXHAUST FA LIGHT il ®J�INR • I w / __L11i1L si EXHAUST FAN/LIGHT/HEAT I GHT/HEAT _ J / ,R,c,ac,AmT 7 � \ LJ W +J N �F J -- i1 r t O SMOKE DETECTOR , N PREWII�E DN TO OPT. / � DN TO sD j � oPT. � ; oPT. � I z/ FOR LIGHT OUTLET LIGHT PRODUC110N MANAGER •: / OPENER / / TV AND O ELEGTRIG WALL HEATER Gar Cul BUTTON � j � � PHONE � Y P UP -� �-.\ r.-) i I P ELEGTRIGAL PANEL RELEASE DATE: 12�23�10 LIG /V\ r — 1 REV DATE DESCRIPTION ® P T ? i \ I EMERGENCY LIGHTING UNIT B&C REVISIONS L - Q LIGHT I cn 1 1 i I 04/01/2011 �� OPT. n EXIT SIGN y ' TC,'T' f; ?H ° ° BASEBOARD ELECTRICAL �� — L w A { I ��- / - HEATER Q ■ELEGTRIG r �� ,I ®WNR�� i i DOORBELL CHIMES N WALL MOUNT / �- _ OPT”. - OPT. W.I .C.. I T — O S J Im / — 4 / .n I HEATER —� — us 11 / GF - 0 DISPOSAL w (V i. De 1 1 I Irk a / �I Il. ,� i, o o W OPT GE I L I NG FAN/LIGHT A 1 0 li 0 w `i w IL NIA I III III I �- `� I III I Q ,� U A lei a Q 0 I FLOOD LIGHT r Q I 0 cK / �I III iv/ i . r ELECTRICAL FLAN NOTES w W A. ELEGTRIGAL CONTRACTOR TO PROVIDE s t L.— J REQUIRED D I REGT HOOK-UPS/CUTOFFS. M B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOGATIONS. PROJECT TYPE Z MF G. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENTN (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND °1 COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO Summer Creek RELOGATION DUE TO FIELD L CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ Townhomes BATTERY BAGKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID NTERGONNEGTED TO ALL OTHERS, MAX 10'-0" w 0000 I FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTO GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY GERTI F I ED a Varies SMOKE DETECTORS AS REQUIRED BY NATIONPfg FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL ° P GOVERNING GODES. o F. PROVIDE AND INSTALL GROUND FAULT CIRCUIT( PLAN NAME INTERUPTERS (CFI) AS REQ BY THE NATIONAL ELEGTRIGAL GODS AND MEETING THE a U REQUIREMENTS u' NPC PLAN NUMBER 1 ---------- 1 ST 1 cc 51 C- ON =) 1-- QO 5 OF ALL GOVERNING CODES. TH li I LQQ 0 LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 -F- QQ -_ SHEET - � � I � A I f- 1 i 1 (c) Copyright Pulte Home Corporation - 2009 A3-4,2 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - REAR LOAD - ELECTRICAL - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG • 1 O 1� N 0 -F2; • 1—.1 N 8 (2) LAYERS 5/8" 8 \ TYPE "X" EXTERIOR 8 • 01 I" AIR SPACE (2) LAYERS 5/8 I" AIR FACE GYPSUM BOARD ON I" AIR PAGE TYPE "X" EXTERIOR (2) LAYERS 5/8" SPACED 2X4 STUDS (2) LAYERS 5/8" • • GYPSUM 5OARD ON TYPE "X" GYPSUM 16" O.G. a� TYPE X GYPSUM w CORROSION SPACED 2X4 STUDS BOARD ON SPACED EOARD ON . RESISTANT I I �� CORROSION SFAGED cry 16 O.G. 2X4 STUDS 16 O.G. I S 1/2 SOUND ► , ► ► � ■ RESISTANT METAL 1 , ► 2X4 STUDS 16 O.G. METAL 1 1 _1 1 1 ATTEN. 1 0 AIR SPACE �_ FLASHING I NG — _i=LASHING AIR SFAGE �LANiGT 1 1 AIR SFAE I ► G ► ► FIRE SAF I NG ► � V PORCH 1 I STAPLED IN PLACE @ 1• STAPLED I N PLACE @ ► at ►� ► t:Mt'Ilk ► F 1 RE SAF I NG .o I =0 0. W TYF 4" 1:Lehi UNIT PLR. f -+ SLAB .. O G E/ 4 REINF. N 10 °O O.G. E/W TYP � � 1 GO G. STAPLED IN PLACE P.T. 2X4 SILL PLATE ► .:, P.T. 2X4 SILL PLATE �� P.T. X I �'.. � 'i�...�� /��v 2 4SILL � � ' ON SILL SEALER W/ _ - PLATE ON SILL 4.4 � � I � II I� p � 1 � � �� ON SILL SEALER W/ � �I I I/2 A. �30LT @ 48 A . t� .I SEALER / 1/2 A.O.G. o.G. ♦ Ll-, 1` 4 BOLT 48 O.G. ®II II . If u I I 1 ` ♦ I I CI 6MIL „ I - PORCH SLAB 6 MIL V.B. ►� I \ L I Ii- I Vt I L� I I� UNDER 2" :11111 1T I I I I I E3ARR pp ' ' ►4 L -J 4" RE I NF SLAB ON ii ^ I ER l l l l l j♦j. — — — — GRADE SAND ►. II III II 6MILV.3. ♦� .♦, ref CENTERLINE 0i= CENTERLINE OF li 4 P' 4 PARTY WALL, ALSO ♦, 4 4 PARTY WALL, ALSO ♦: j!°rl CENTERLINE OF / / PROPERTY LINE ►♦� °/ PROPERTY L 1 NE ►♦i I / PARTY wALL ALSO �' ♦ „ PROPERTY LINE 8�� b fi 8.. b J o I I I LA 1 j7 I � �V V 1 j>p X p i7 L- _ _4 SEE STRUCTURAL _� SEE STRUCTURAL c==49.-t SEE STRUCTURAL FOUNDATION PLAN FOUNDATION PLAN > FOUNDATION FLAN FOOTING FOOTING SIZE AND _ FOOTING SIZE AND SI ZE AND CJ) ' = REINFORCING - REINFORCING 11 I I REINFORCING ,—1 H i l l I I I H I E--+ 0 PARTY MALL SOOTING PARTY WALL FOOTING PARTY kALL FOOTING AT PORCH TO PORCH SCALE: I-I 2"=I'-O" AT HOUSE TO PORCH "_ / SCALE: 1-1/2 O AT UNIT TO GARAGE SCALE: 1-1/2",-I O E— U w E--4 V PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV 1 DATE /DESCRIPTION A UNIT B&C REVISIONS 04/01/2011 0 J W A J Q 8" N A 111,„ 0 I I1 �I 1" AIR FACE w Z 8 \\ (2) LAYERS 5/8 TYPE X a GYPSUM w i" 3- 0 AIR PAGE BOARD ON SPACED 0 A (2) LAYERS 5/8 ' 1 2X4 STUD " W 5 16 O.G. 17 � w IL A TYPE X GYP M SU 1 I ► �OARID ON SPACED `� S 12" SOUND - • ' / I 2X4 STUDS 16" O.G. Wiry if 1 5 1/2" SOUND • � FIRE SAi°I NG ■ ''` .- ATTEN. ►1 -- AIR SPACE �. ATTENUATION i A STAPLED N BLANKET LED 1 1 BLANKET FI A N m t ► ► RE S FIG PLACE l0 0 1 w GARAGE .! 1 P.T. 2X4 PLATES ON w 1 1� STAPLED IN FLAGS @ O.G. E/W TYF 1 N A PLR. 1 10 =O O. . E/W TYF MI SILL SERI W/I/2 A. Mal 011 :. BOLTS @ 48" O.G. EA. X �� N-- P.T. 2X4 SILL PLATE r .. r N �� PLATE N —� 0` ON SILL SEALER W/ v V 1 o PROJECT TYPE R=21 EATT I H --u Fi 1/2" A. BOLT @ 48" 1, I n ►7 MF . I I ►A N INSULATION I • I I O.G. ~ > ♦ I ' I ♦ °" COMMUNITY NAME ►, N � I I � j . Yd j♦j 2X6 P.T. SILL I _ _�_ _ o _ -__ ,� ♦ Summer Creek ►1 4 RE I NF. GONG. J CORROSION RESISTANT I I I , PLAIE ON SILL �1 1 METAL FLASHING I 4 RE I NF. SLAG ON ►♦j — �1 ,. �� I � � -- GRADE — I ♦j SLAB - Townhomes 6 MIL VAPOR �� I I 1 — — — — 0 L J L J ►�� 6 MIL VAPOR o LAWSON COMMUNITY ID 2" ::�� ( (2) 4 GOVT. TOP OF �� I �� BARRIER UNDER BARRIER UNDER 2 ♦ ♦ U DE 2 0000 WALL I 6MIL. VAPOR � SAND '♦ �♦ SA D PARR ER ♦� ° ♦1 D ��D •� SEE STRUCTURAL FOR ° ;♦; ♦� GARAGE HANDING Ce o♦ I REINFORCED FOOTING, ,♦, .♦, -ii 115, TIE-DOWNS, SPECIAL � I' — 11 4 V 14" GENTERL I NE of ►♦. 4� 4 ;♦, a Varies 1/2" A. BOLT ►�� .) NAILING $ OTHER NOTES / / °/ PARTY WALL, ALSO 0 4 , ° �♦. o 45" O.G. S J FIN. GRADE „ FROPERTY LINE ►♦0 8" ►4 Z SPECIFICATION LEVEL R-15 RIGID 1 SUL.=-�♦� MONO-FOUR OF FND. ♦, I ♦� Z �% ALLOWED OPTION I • I ♦ c„ PLAN NAME ♦ , w / �: Dv CLOSED STORM DRAIN v I �, a / �♦� � I� � •I b N NPC PLAN NUMBER / ♦ k ►� .L IB o o ,t•Q F TER FABRIC OVER G — — _ SEE STRUCTURAL C — — l o ° `1• ERFORATED FOUNDATION PLAN ? LAWSON PLAN ID v D D Q 0 • — v RAINAGE TILE IN 0000 L_ _ � F00TING SIZE AND • Q I 1 SEE STRUCTURAL 00 GRANULATED - RE 1 NFORC I NG LEGACY PLAN NUMBER /NAME I o ��1�AGKF ILL - - FOUNDATION FLAN OO ( FOR FOOTING SIZE I I I 1, AND RE I NFORG I NG FALL ASSEMBLY PARTY WALL FOOTING PARTY WALL FOOTING' SHEET 6 4 PARALLEL TO PROPERTY LINE SCALE: I"=I'-O" AT GARAGE TO GARAGE SCALE: 1-1/2"--II-0" AT UNIT TO UNIT SCALE: 1-1/2"--11-0" ( AD.1 c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.1 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG 1 O1 O � N 1 0. — N 1 c� cr). ,N • — I� 0 o 0 rid 0 rci � � c� K 41011 41OII t / / / _4 MIN MIN g„ ;1-11 � / / =` 1, 1" AIR SPADE o 0 ,. 1 1=I l�E RET. PI_YW'1� (2) LAYERS �/S ' S1�fT'G W/IN 4'=0" OF ►� "X" r--+ TYP X GYPSUM� O SUM Plimil PARTY WALL I BOARD ON SPACED ► I 2X4 STUDS 16" O.G. ROOF 1 NO ON #SO B.P. ► \ � I 1 STEP FLASHING SHEATHING PLYWOOD I 1 I 2 I ^ x6 - - I I SHEAT+ ING ►1 1 - isk" 4X6 1 II (4) 2 1/2 FIRE SAFING . 2X FURRING @ 24 1 R W DEG K SG � S STAPLED IN O.G. r � LAYERS a (2) 2 I/2 PLACE ,..1 DECK SCREWS NON®BEARING GABLE ';►1 TYPE X 2x4 @ 45° END TRUSS (I) RIM _ . T=IRE EXTERIOR GYPSUM JOISTS SAT°1 NG SHEATHING ON 2X4 .1 III (2) ROW - - (2) 2 1/2 -' (2) LAYERS 5/8" BLK'6 STAPLE IN CONTINUOUS ( I STUDS, 162'i O.G. DEGK SCREWS TYPE "X" GYPSUM 1 PLACE R © PERP. GOND. � FIRE DECK BOARD ► i BLOCKING MATERIAL 2x4 PER// � BUILDER AIR SPADE BLOCK 1 NG 4 r ►. } TREATED 2x8 1 ( cn 1 ►. DECK JOIST �i I � . II . 1 S I/2 SOUND I W n RIPSEAGKT TRUSS AT PARTY BALL BLANKET �, 8 ►1 SCALE: I-I/2"=I'-O" 2-HOUR WALL. SCALE: 1-1/2"=I'-O" ►1 '� ► s \ �� o . ►�i (2) RIM JOISTS ' ` E-i 1 (I) ROW 51...<10 , w @ PARALLEL GOND. I FRAMING PER r 2x4 BLOCK 1 NG 12" ENGINEER FULL LENGTH � „ F 1 RE RET. PLYW'D %II: 1O =O O.G. MAX / / U.: NAILER BLOCK® °O SH#T'G WAN 41=0" OF / / .: ■ @ PARALLEL COND. MIN MIN I PARTY WALL ► ' < ► I CEMENT FIBER ROOFING ON 50 B.P. ►� 1 LAP SIDING ON ON PLYWOOD PRODUCTION MANAGER I AIR=PICT.„ 19/ SHEATH#INC� .I BARRIER Gary Culp , , 1 1 RELEASE DATE: 12/23/10 FIRE SAE1NG ! 2X FURRING @ 24 1 I ► S 1/2” SOUND AIR SPADE STAPLED IN O.G. I 1 BLANKET I ( REV# DATE /DESCRIPTION PLAGE _ 1 11 I" Al SPADE NON-BEARING SABLE I �/ _ ^ UNIT B&C REVISIONS / \ I END TRUSS 1-- 04/01/2011 I 8 0 I (2) LAYERS 5/8" J A 1. �� STEPPED PARTY' I'1ALL ( PART)'TYPE X GYPSUM �' BOARD 1 .n ILI O 2-HOUR WALL SCALE: 11/2 -1 O 2-HOUR WALL SCALE: I-1/2 =1-O' V' z 1 I 8" w I w II 2 LAYERS 5/8 " ( ) I AIR SPACE II I AIR __ PAGE � i o I TYPE "X"" GYPSUM n (2) LAYERS �/8 � BOARD 8 TYPE X GYPSUM (2) " w w- ( ) LAYERS 5/8 .4 �� BOARD ON TYPE "X" EXTERIOR AIR PAGE ,. S� SPACED 2X4 I GYPSUM SHEATHING X o I I AT J� IAIALL „TU55 ATY STUDS 16 O.G. CORROSION ®N 2X4 STUDS, 16 vP:i li I � O A 2-HOUR WALL. SCALE: 1-1/2"=1'-O" RESISTANT O.G. N 4tt I �l�r �: � 5 I/2 SOUND METAL � w : ► ► ATT. BLANKET FLASHING I AIR SPACE _ A 11 T II En ��.- 11 I ►1 3/4 T G I I i i P.T. 2X4 SILL PLATE N (2) LAYERS �/8" I TYPE "X" GYPSUM ► �►1 PLYWOOD I I �� ON SILL SEALER W/ o PROJECT TYPE �/8" TYPE ..X.. R-21 BATT INSUL. ob., BOARD 1 SHEATHING I ' - 1/2 A. BOLT @ 48 MF GYP. BD. � 1 r I Q O.G. o R=21 BATT I NSUL. • I I I } Orl r 1 COMMUNITY NAME I �, N' INSULATION >< I I Summer Creek � I .. R-4c1 BATT .I LL�. - - 14 PLR. TRUSSES _ 5i Townhomes EIRE A1=1N N U Afi I ON S G L S L �� I FIRE SAFING , o LAWSON COMMUNITY STAPLE I N -. PER PLAN ID STAPLED IN P AGE . i -PL AGE i - I 1 GRADE I I PLACE ■ (I) �1M J®ISTS o 0000 NAILER BLOCK ,�him Purfk�EU L LENGTH '� (2) ROW BLK'G •■ . D w 1 L I GENTERL I NE OE GARAGE HANDING @PARALLEL PARTY WALL, ALSO Z .40 li 1 R GOND.2X RIM JOIST F I E SAE NG - -" Varies 4 4 PROPERTY LINE STAPLED I N � , / / /PLACE . . „ � Z SPECIFICATION LEVEL au II `� (I) RIM JOISTS 1 1 s/8" TYPE "X" / / o .0 (2) LAYERS 5/8 :: 1 (2) ROW ELK'G 11 ' ► GYP. E . 1 GEMENT FIBER LAP MR, TYPE "X" GYPSUM ∎ - (2) LAIYERS /S @ PERP. GOND. _ I PLAN NAME SIDING ON AIR=F I LT. OA r BOARD ON SPACED �� TYPE X GYPSUM 1 ' 1 (2) LAYERS 5/S J s/8 TYPE X 1 • BOARD ► I ► TYPE X GYPSUM V BARRIER ON 2X4 STUDS 16 O.G. 1 1 1 N •- ► N P 1 :-, ► I 1 BOARD PC LAN NUMBER GYP. B . ► ► SPECIFIED 1 I 1 1 � ► 11 1 51�1EATH�1 NG ► 1 ► ► 1 I �� ►_ AIR SPACE z 1 NP NI 8 TYPE X - 1 — S SOUND BATT S SOUND BATT 1 1 — LAWSO La ID / R=21 BATT INSUL. r � ► ► ► I i SEE STRUCTURAL II 1 1 GYP. E . AIR SPACE I AIR ■SPACE 1 1 - FOUNDATION PLAN �� —H — FOOTING SI ZE AND LEGACY PLAN NUMBER /NAME , iiiii , i REIN FORGING 0 0 0 0 AIR SPACE I AIR SPACE PERIMETER FALL @ 2ND FLOOR STEPPEP TRUSS @ PARTY,. WALL TRUSS AT PARTY FALL PARTY MALL @ 2N17 FLOOD PARTY' FALL FOOTING @ DECK SHEET 10 _ 'I _ -I "=I'- 2-HOUR WALL SCALE: I-I 2"=I'- " 2-HOUR WA - "_ '_ " 2 - ' SCALE: 11/2 I 0 2-HOUR WALL SCALE: I /2 0 2 HOU l 0 2 OU LL SCALE: 1/2 I 0 2-HOUR WALL SCALE: 1-1/2 -I -0 AD.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / AD.2 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES {PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG 1 1 =\=-RA \O !S: o 1 O "' N 4=0 MIN. 4 -0 MIN. • —4 N CID CJ1 1,,N USE F IRE . RETARDENT • T1■1 PLYWOOD SHEATHING II/IN �' APPLICABLE "GENERAL EXPLANATORY NOTES" GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN • 1.......1 t:-.1 (y, OF PARTY WALL MANUAL, 15TH EDITION r�1 II. NAIL DIMENSIONS INCLUDED IN SYSTEM 1 wuliiiw ROOFING ON X30 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL P-Ci O B.P. ON F'LYWOOD COMPLY WITH ASTM F 547 OR ASTM G 514. OTHER 0., SHEATHING NAILS, SUITABLE FOR THE INTENDED USE, rci AND HAVING rig t- NOT LESS THAN THOSE SPECIFIED IN THE DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED ® BASE LAYER 5/5" TYPE X GYPSUM I FIRE SAFING STAPLED AS SUBSTITUTIONS. WALLBOARD OR GYPSUM VENEER BASE I N PLACE I O°C� HORIZ �' re° APPLIED AT RIGHT ANGLES TO EACH AND VERT. 2. FASTENERS INSTALLED ALONG THE EDGES OF ..I SIDE OF DOUBLE ROW OF 2 X WOOD GYPSUM BOARD SHALL BE PLACED ALONG THE c '�""� LOCATION: 2 HOUR PARTY WALL ► STUDS 16" O.G. ON SEPARATE PLATES I" PAPER BOUND EDGES ON THE LONG DIMENSION OF THE T°1 ►� APART WITH 6d COATED NAILS -7/8" BOARD. FASTENERS AT THE END SHALL BE PLACED ® O ASSEMBLY: WP 3820 It LONG, 0.085" SHANK, 1/4" HEADS, 24" ALONG MILL OR FIELD GUT ENDS ON THE SHORT LN GYPSUM ASSOCIATION � O.G. FACE LAYER 5/8" TYPE X GYPSUM DIMENSION. FASTENERS ON THE PERIMETER OF THE DESIGN ►� WALLBOARD OR GYPSUM VENEER BASE (2) LAYERS 5/8 TYPE BOARD SHALL BE PLACED ALONG BOTH EDGES AND r--i MANUAL IgTH EDITION ► APPLIED AT RIGHT ANGLES TO EACH X GYPSUM BOARD ENDS. ■ SIDE OF WITH 8d COATED' NAILS 2-5/8" EACH SIDE OF DEL PROVIDE PREMFR. 3. SCREWS MEETING ASTM C 1002 OR ASTM G cI54 (STUD SPACING AND SIZE �►� LONG, 0.100" SHANK, I/4" HEADS, 5" O.G. 8001= TRUSS SCHEDULED PER STRUCTURAL 2X STUDS ►� ' SHALL BE PERMITTED TO BE SUBSTITUTED FOR SCREENED VENTED SHEATHING ONE FOR ONE, WHEN THE HEAD ► I PRESCRIBED NAILS, DRAWINGS,) ► JOINTS STAGGERED 16 EACH LAYER t . BLOCKING DIAMETER LENGTH AND SPADING EQUAL OR EXCEED a 5 I/2" SOUND �� AND SIDE. SOUND TESTED WITH 5-I/2" COMPOSITION THE REQUIREMENTS FOR THE NAILS USED IN THE ATTENUATION BATTS GLASS FIBER INSULATION STAPLED TO I R=41 BATT INSULATION TESTED SYSTEM. ! ► �� ROOFING ON 30 a?FIRE RATING: 2 HOUR 1∎ STUDS IN STUD SPACES ON ONE SIDE /�� I" AIR-SPACE r B P ►� AND WITH NAILS FOR BASE LAYER 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE S.T.G. RATING: 55 TO 5G (SIMILAR TO WP ►� SPACED 6" O.G. HORIZONTAL BRACING THE EDGES PARALLEL TO FRAMING MEMBERS. ► REQUIRED AT MID-HEIGHT. LOAD I 2X TRUSS TAIL HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE 58 0) 2 LAYERS 5/5" GYPSUM BD. 1 ( THE EDGES AT RIGHT ANGLES TO THE FRAMING ■ BEARING) ' 0. � ' PREFIN. FLASH'&. TO MEMBERS. INTERMEDIATE VERTICAL FRAMING 2 LAYERS 5/8" GYPSUM 8D. �� ` GUTT MEMBERS ARE THOSE BETWEEN THE VERTICAL EES ê!è! OR ENDS OF THE BOARD. 3 I/2 FIBERGLASS SOUND ATTENUATION . BATTS PLACED BETWEEN STUDS. �':r ::.�� GYPSUM BOA��D 5. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS mil OF ALL SYSTEMS, EXCEPT THOSE WITH �� HOLD INSUL. DOWN PREDEGORATED OR METAL COVERED SURFACES, EXTERIOR SIDE: ONE LAYER 45" WIDE ►I ►� FIRE SAFING STAPLED W/ BAFFLE TO SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS ► ► IN PLACE 10'°O" HORIZ SPECIFIED IN GA-214 RE Alb 5/5" TYPE X EXTERIOR GYPSUM VENT AT EAVE COMMENDED SPEGIFIGATION PREFIN. S.M. SHEATHING APPLIED PARALLEL TO 2 x 4 �� AND VERT. �� GUTTER LEVELS OF GYPSUM BOARD FINISH) AND FASTENER WOOD STUDS 24" O.G. WITH 1-3/4 1 0 3 1/2" SOUND 117 • HEADS TREATED. BASE LAYERS IN MULTI-LAYER LOCATION: I HOUR FIRE WALL GALVANIZED ROOFING NAILS 4" O.G. AT , V1 • SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS (f") ►� VERTICAL JOINTS AND 7" O.G. AT V �� I ATTENUATION BLANKET TAPED.'FAA13' ' ASSEMBLY: WP 8105 ►j INTERMEDIATE STUDS AND TOP AND _ I �� 2X4 STUDS 16"O.C• • I _ 6. WHEN A FIRE ~ GYPSUM ASSOCIATION EXTERIOR SHEATHING BOTTOM PLATES. JOINTS OF GYPSUM w RE RESISTANCE RATED PARTITION �� (2) LAYERS S/S' TYPE v ./ EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD F-4 DESIGN Irl SHEATHING MAY BE LEFT UNTREATED. � , ►� ( ) R 21 BATT INSUL. JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE MANUAL IgTH EDITION EXTERIOR CLADDING TO BE ATTACHED �� "X" GYPSUM BOARD ON TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE THROUGH SHEATHING TO STUDS. I SPACED 2X4 `STUDS Is" MET. (STUD SPACING AND SIZE • (I) RIM JOISTS O.G. R-21 BATT PER STRUCTURAL 2X STUDS �� INTERIOR SIDE: ONE LAYER 5/8" T( /1 BLOCKIN a) THE CEILING IS PART OF A FIRE=RESISTANCE ► AIR SPACE RAWINGS.) GYPSUM WALLBOAR , WATER-RESISTANT GYPSUM B®ARID 4 RATED FLOOR-CEILING OR ROOF-CEILING SYSTEM. 5 1/2 SOUND �� GYPSUM BACKING BOARD, OR GYPSUM [ FIRE SAFING STAPLED b) ALL VERTICAL JOINTS OCCUR OVER FRAMING ATTENUATION BATTS IF VENEER BASE APPLIED PARALLEL OR MEMBERS. [�FIRE RATING: 1 HOUR AT RIGHT ANGLES TO STUDS WITH 6d IN PLACE 10°O HORIZ c. c) HORIZONTAL JOINTS ARE EITHER STAGGERED COATED NAILS, I=7/8" LONG, O.Og15" 1„k AND VERT. 24"O.G. ON OPPOSITE SIDES OF THE PARTITION, OR w NAILER BLOCK FULL SHANK, 14" HEADS ARE COVERED WITH / DS 7 O.G. STRIPS OF GYPSUM BOARD NOT �--� I LAYER 5/5" GYPSUM B . d;., (LOAD-BEARING) LENGTH LESS THAN 6 INCHES WIDE, OR THE PARTITION 15 A LAYER 5/8" GYPSUM BD. II NE TYP. FULL LENGTH RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" U NAILER BLOCK © O.G. AND • '� I� d) THE PARTITION IS NOT PART OF A SMOKE OR �+5 I/2" FIBERGLASS SOUND ATTENUATION 0 ' CEILING WHEN SOUND CONTROL SYSTEM. ►. BATTS PLACED BETWEEN STUDS. ON PARALLEL SCHEDULED SIDING WHERE JOINT TREATMENT IS DISCONTINUED AT OR �� GYPSUM BOARD ON AIR INFILTRATION JUST ABOVE THE CEILING LINE, THE VERTICAL JOINT • � GYPSUM BOARD . BARRIER ON SPEC. SHALL BE CROSS TAPED AT THIS LOCATION TO PRODUCTION MANAGER REDUCE THE POSSIBILITY OF JOINT CRACKING. Gary Culp SHEATHING GYPSUM BOARD • RELEASE DATE: 12/23/10 �. METALLIC OUTLET BOXES SHALL BE PERMITTED TO (2) RIM JOISTS R-2I BATT INSUL. BE INSTALLED IN WOOD AND STEEL STUD WA ►� ►� (I) RO BLOGK:ING r LLS OR REV/ DATE /DESCRIPTION W PARTITIONS HAVING GYPSUM BOARD FAG I NGS AND UNIT B&C REVISIONS V1 � � CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE _ 0 AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 04/01/2011 W �� , �� 3 1/2" SOUND �� 1 THE BOXES SHALL NOT EXCEED SQUARE INCHES IN nJ. SQUARE E OF �� ATTENUATION BLANKET V1 �. _ ANY 100 SQUARE FEET. BOXES LOCATED ON w A J OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL BE 1 P F-- SE SEPARATED BY A MINIMUM HORIZONTAL T (I) RIM JOISTS (2) RIM JOISTS o ZoN AL DISTANCE OF �, A \\() ( ) 24 INCHES. APPROVED NONMETALLIC OUTLET X (2) ROW BLOCKING � 1 (I) ROW BLOCKING . BOXES `� O SHALL BE PERMITTED AS ALLOWED BY LOCAL CODE. eli: Z tV S. WATER-RESISTANT GYPSUM BACKING BOARD SHALL w n I_ ' BE INSTALLED OVER OR AS PART OF THE w FIRE SAFING STAPLED FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB ate. „ AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED w IN PLACE 10-O HORIZ NAILER BLOCK FULL WA PANELS. A\ LL ANELS. WHEN FIRE OR SOUND RATINGS TINGS ARE Iiii ; AND VERT. LENGTH NECESSARY, THE GYPSUM BOARD REQUIRED FOR THE w RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND �__ n • i°YP. FULL LENGTH I RIM JOIST FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL O THAT OF THE TESTED SYSTEM. n •r' 1 X .!-.11111.- NAILER BLOCK: ® 1/ CEILING WHEN ri: q. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE A MD M PARALLEL TESTED WALL OR PARTITION SYSTEM, MINERAL OR � � GYPSUM BOAD GYPSUM BOARD GLASS FIBER INSULATION OF A THICKNESS NOT. EXCEEDING THAT OF THE STUD DEPTH SHALL BE n . PERMITTED TO BE AED WITHIN THE STUD CAVITY. IN a._ GYPSUM BOARD FLOOR-CEILING OR ROOF-GEILING SYSTEMS, THE , 2X4 STUDS 16 O.G. ADDITION OR DELETION OF MINERAL OR GLASS FIBER A INSULATION IN CEILING JOIST SPACES COULD " PROJECT TYPE POSSIBLY REDUCE THE FIRE RESISTANCE RATING. Z `� vl R-2I BATT °cn _V1F • INSULATION 10. ALTHOUGH THE• SYSTEMS IN THIS MANUAL ARE W' (2) LAYERS S/8" TYPE U ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND a COMMUNITY NAME "X" GYPSUM BOARD ON • INTERIOR PARTITIONS, FLOOR-CEILINGS, w W- ROOF-CEILINGS ETC.) THIS IS NOT INTENDED TO LIMIT Summer Creek SPACED 2X4 STUDS 16" 2X6 P.T. SILL CORROSION RESISTANT THEIR USE ONLY TO THE SPECIFIC CATEGORY IN WHICH FIRE SAFING � . O.C. PLATE ON SILL . I METAL FLASHING THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED 5I Townhomes STAPLED IN PLACE SEAL . AS SHAFT WALLS SHALL BE PERMITTED TO BE USED p LAWSON COMMUNITY ID 10'-0" HORIZ AND II�_!": P.T. 2X4 PLATES ON i AS INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED i- ``► ,► SILL SEAL W/ /2" Cp A. 6 MIL VAPOR — VERT. l a. BARRIER UNDER " VERTICALLY (WALL PARTITIONS) SHALL NOT BE 0000 E U DER 2 V v BOLTS @ 45" O.G. EA. �� PERMITTED TO BE ARBITRARILY USED IN A ce SAND A SEE STRUCTURAL ,,, PLATE n HORIZONTAL ORIENTATION.• FOR REINFORCED GARAGE HANDING �w; I � '� 4" REINF. CONC. SLAB ■ I I FOOTING, TIE-DOWNS, II. METAL STUDS AND RUNNERS IN THIS MANUAL ARE z Varies • y ►: _� .. ♦ I SPECIAL NAILING NOMINAL 25 GAUGE UNLESS OTHERWISE SPECIFIED. D ♦ 6 MIL VAPOR BARRIER ►� ►♦� ♦� j♦� (I OTHER NOTES 12. GREAT o � ► UNDER 2 SAND 1/2 A. BOLT 48 I GREATER STUD SIZES (DEPTHS) SHALL BE IJ r4 0 C ►�� L__ 17.1 FIN. GRADE PERMITTED TO BE USED IN METAL - OR WOOD-STUD zo SPECIFICATION LEVEL ►�� ►�� — �♦ v SYSTEMS IN THIS MANUAL. METAL STUDS OF HEAVIER o R°I S RIGID ►♦� I°[7 ►♦� ►�� GAGE THAN THOSE TESTED SHALL BE PERMITTED. �'� ♦� b ►♦� R-IS RIGID I SUL. MONO-POUR OF FND. THE ASSIGNED RATING OF ANY LOAD BEARING INSUL. ►�. ►�� ►�� SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM N PLAN NAME �� ►� WHEN USED AS A NON LOAD BEARING SYSTEM. ►♦� � ►♦� ii; ALLOWED OPTION►♦� ►♦� CLOSED STORM INICATED STUD SPACINGS ARE MAXIMUMS. ►�� ►♦� DRAI y 13. WITHIN DESIGN LIMITATIONS, THE DISTANCE �' NPC PLAN NUMBER L � ° F TER FABRIC BETWEEN PARALLEL ROWS OF STUDS, SUCH A5 IN A o �•::��° VER CHASE WALL, SHALL BE PERMITTED TO BE INCREASED z LAWSON PLAN ID V QQ BEYOND THAT TESTED 0000 c SEE STRUCTURAL FDN • _�v J• , ERFORATED V v PLAN FOR FOOTING p °. O. DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME SIZE AND REINFORCING I '' ' " • o •1 'SRANULATED GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED 0000 BGKF I LL TO ANY SYSTEM. 0 WALL ASSEMBLY IAIALL ASSEMBLY SHEET SCALE: I"=I'-O" SCALE: I"=I'-O" AD.3 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD 3 I F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG 1 O O1 c-.1 N O -2 . 1� - N cn U' N . o r rd o a) / I" 5/4" PLYWOOD CZ SEE PLAN Ti•TYPICAL AT TREADS / / f--1 O STD "�"� ( ) GULL NOSED) +4 CI) II \ 0 ° 0 2x FLOOR .JOISTS p,,,..„ •I-2 p„,,, z Ii < Ii -1 1/2 PLYWOOD TYPICAL AT RISERS I ' 2" STAINED — _� - (5)2x12 STRINGERS t: � WD HAND- TYP 1 GAL ATTACH RAIL, SEAL SIDE STRINGERS TO STAMP STL. WALL W/ (4) I 60 TO I I/1' li WALL ER'KT. EA. STUD ATTACH A . MAX. 4' O.G. _ MIDDLE STRINGER TO !0 ! fl'laE (I) 5/8"X2" U� 2 X12 LEDGER W/ (4) 16d E fTHEX. HEAD '1 LAG 5OLT •inV0 2X SOL ID O mm < I- z I� LEDGER EL KG. @ EA. SECTION 5RAGKET ELEVATION 5/S" TYPE "X" LOCATION GYP. 5D. F-4 0 STAIR RAI L (7 '\ STRINGER TD LANPINO W I) SCALE: 1-1/2 =1 -O SCALE: I-1/2"=1'-O" __.-} < 2x6 545 TOP RAIL, SLOPE TO DRAIN EASE ALL EDGES — U W E--4 U 5/8" TYPE "X" GYP. E3D, 4X4 RESAWN INTERMEDIATE POST x SKIRT BOARD WITH STRUCTURAL POST BASE TZ 5/4" PLYWOOD PER STRUCTURAL DRAWINGS PRODUCTION MANAGER X Q Gary Culp 1 M11° WALL GAP W/ I/8" RELEASE DATE: 12/23/10 RADIUSED EDGES 2x12 STRIN � GE S TYP. REV DATE DESCRIPTION A UNIT B&C REVISIONS — 1- / \ 04/01/2011 0 1/2" GYPSUM EOARD J a J n / ON 2X STUDS 2x CONTINUOUS SHIM N I- n O I 5S" T z / TYPE X W A GYP. �D. w (- CONNECTION OF POST TO DECK `1/16" 055 SHEAR x 0 PER STRUCTURAL DRAWINGS A SHEATHING w W 2 A 0 DECK C7UARDRAIL HALF-MALL GAS STRINGER II- 2 TO WALL SCALE: I-I/2"=1'-0" - 1 0 SCALE: I I/2 -I O SCALE: 1-1/2"=11 0" v, w w n >< .< n x N `., PROJECT TYPE . - z END OF 1/2 WALL ° MF 8 °" COMMUNITY NAME Nij Summer Creek Townhomes o LAWSON COMMUNITY ID (5)2x 12 STRINGERS TYPICAL 0000 CONTINUE TWO (2) 1" SEE PLAN J T7 w END STUDS INTO (10" STD) GARAGE HANDING FLOOR SYSTEM (ci" MIN) Varies a----7-4 1/2" PLYWOOD AT SPECIFICATION LEVEL I L RISERS o ix 5/4 PLYWOOD I I I I I I - TYPICAL AT TREADS Z I (FULL NOSED) w PLAN NAME J I j • FLOOR SHEATH I NCB NPC PLAN NUMBER I 91 )\P' /A 2x4 SILL 1 �-- � 1 I/I LAWSON PLAN ID 0000 NAIL TO 2X SLK'G LEGACY PLAN NUMBER /NAME 5ETWEEN JOISTS 0 0 0 0 HALF-WALL SUPPORT C--. STRINE'ER 6 TO 5 L SCALE: I-I/2 =1 -O SCALE: 1-1/2 -I -O AD.5 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.5 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES, CRACKS BUTYL TAPE AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A AND DEPRESSIONS TO BE i i R ' FILLED WIT ill FILLED WITH MORTAR FORA H MORTAR FOR CONTINUOUS EPDM OR FOAMED Z SMOOTH CLEAN SURFACE. CONTINUOUS EPDM OR FOAMED 0 SMOOTH CLEAN SURFACE POLYETHYLENE SILL SEALER - POLYETHYLENE SILL SEALER SMOOTH CLEAN SURFACE. �- BUTYL TAPE / / a HENRY'S#789 FIBRATED I 1 HENRY'S#789 FIBRATED / f ASPHALT EMULSION CAN BE HENRY'S#789 FIBRATED ASPHALT EMULSION CAN BE 0 VAPOR BARRIER z ASPHALT EMULSION CAN BE VAPOR BARRIER / % 0 0 APPLIED WITH A ROLLER, APPLIED WITH A ROLLER / LINEWORK REVISION TO u N APPLIED WITH A ROLLER, ` 0 - • � 111 BRUSH OR SPRAY APP SEE C1/WP-3.01 w d- z LIED COOR BRUSH OR SPRAY P DINAT A PLIED E WI�� TH C1 WP 3.01 p BRUSH OR SPRAY APPLIED ' .' , , o 7, I SEE C1/WP 3.01 CONTINUOUS EPDM OR FOAMED / 1 ".< u - , /. /POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY ,i I a��i OPTIONAL TO EXTEND I��'�' >- 1 ° w PER STRUCT 24. GA PRE-FINISHED METAL FLASHING Q _ INSULATION 2 HORIZONTALLY 1 . ,NO VEGETATION OR EARTH UNDER FLOOR SLAB �1 N. Z `� BUTYL TAPE "1'..1I 2x BELLY BAND .o _ � ,i ( ABOVE FINISH GRADE LINE !I� / ec > �o N 1 w d' -4 w /. t �� 2-3 GAU100 SQFT HENRYS#789 SUB GRADE di .% ( INSULATION PER ARCH w J .00 N u VAPOR BARRIER _ � FIBRATED ASPHALT EMULSION \ e9 z. , PER GEOTECH r►.� WHERE FG IS ABOVE FLOOR LINE FROM 5% MFOR 100" ` . - it ABOVE FINISH GRADE LINE to .. z - ♦ FINISH.....::::::.<:..:-.;:.<:. .. .:.._.:<:. ... �::::::._:. 4 .. . ;;:::-:.:;::•..:.::r.::.::.:.. ...,, GRADE SLOPE AWAY 2 GA L/100 SQFT H 3 U 00 HENRYS#789 Q . .. FROM - OM5 - .. .�" ♦ •. . . � .. . • .. � �- ►� :� . •`, 5% MIN FOR 10 0 k... m• FIBRATED ASPHALT EMULSION �4 �. `, j♦� :} : :::::.: - �� i /° - ' ..I .` sue! ♦ - �,, "'J WHERE FG IS ABOVE FLOOR LINE ►� .. / / �1 / �' i ►�•1 A �� . r \/ \K \/\/\/\/< 4 . � 2-3 GAL/100 SQFT HENRYS#789 \ \ \ \ \ \ ►� FIBRATED ASP ► ASPHALT EMULSION LINEWORK REVISION M LSION ... SIGN TO � •, b COORDINATE WITH Cl WP 3.01 ANCHORS PER STRUCTURAL � / / / / / / �. `. - J H. U• WHERE FG IS ABOVE FLOOR LINE ANCHORS PER .. ' . .-. • CLOSED STORM DRAIN BY CIVIL STRUCTURAL �� '. � / % \/ ,- ,- .=•, • ANCHORS PER STRUCTURAL FOOTING DESIGN AND = M1 . k \ \\ \ \ \ \ \ \ , SUPPORT BY OTHERS - \ = "SOCKED" � : :-;\ \ ► .: CLOSED STORM DRAIN ()Sob FILTER FABRIC OR SOCKED �� ` ; �/ / / / / /\\� . i7 ♦� IN BY CIVIL \ \ \ \ \ \ FOOTING DESIGN AND •NOTE: IF FOUNDATION IS �, � •o PERFORATED DRAINAGE TILE IN rf . ; •: -* . \ r•• - ►�• ,•< �, "SOCKED" lid >/ 2>, / >/ / >/\ SUPPORT BY OTHERS ♦ * FILTER FABRIC OR SOCKED POURED IN TWO POURS A GRANULATED BACKFILL BY CIVIL ►� , 0 • II / , •. . PERFORATED DRAINAGE TI WATERSTOP MUST BE USED j : FOOTING DESIGN AND ., : , \/ „` ♦� *„ LE IN _ _ , \ \ ►� GRANULATED BACKFILL BY CIVIL•i .019, SUPPORT BY OTHERS \ / / ■A • • •. . ,' o 0• r t V_ i • \___ , ,. _ NOTE: IF FOUNDATION IS � :.I'. ., •� POURED IN TWO POURS A b°0 il .11■1 WATERSTOP MUST BE USED . . Immo. ,10°. .." - ' :. - ; '- ..,,, •; ..v. - ., 00■„/a NOTE: � •� . IF FOUNDATION IS O A3 PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION @ ENTRY POURED IN TWO WATERSTOP MUST T B BE E USED WP-1.00 SCALE: 1-1/2"=1-0" ARCH REF: WP-1.00 "_ 1 " SCALE: 1-112 1 -0 ARCH REF: 1 A PERIMETER FOUNDATION WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID 2 08.13.10 FOR PERMIT A 09.23.10 REVISION B4 DETAIL B3 DETAIL B2 DETAIL B1 DETAIL WP-1.00 11= 1 11 WP-1.00 11- 1 11 1 "_ ,_ „ SCALE: 1-1/2 -1 -0 ARCH REF: SCALE: 1-1/2 -1 -0' ARCH REF: WP-1.00 SCALE: 1-1/2"=11-0" ARCH REF: WP-1.00 SCALE: 1-1/2 -1 0 ARCH REF: CO V W w O a) W w r: > � Q OC Up a)" "ni§ d' ,_ c(/) r L- W o W cm 25 _c co ._ 1 2 0 u) 2 0 u) r I _} DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2 0 10.P33940DCS SHEET NAME: FOUNDATION WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL C1 DETAIL WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: VVP 1 .00 �ITT �lrE�rTTTTT TTTT ■ COMPONENTS B O S AND 16 1"OS EXTERIOR SHEATHING SPF TRIM; FULLY PRIME ALL END CUTS .♦♦� INSULATION PER ARCH e"EL DORADO CORRUGATED PLASTIC IN FIELD; BARK SIDE OUT(TRIM SIZE IS :::: :::: VAPOR RETARDER „ ♦� BATTENS AT 16 O.C.ATTACHED W/ C) SHOWN EXAGGERATED TO INDICATE ♦■••.•:••_•••••••••.:• PER CODE CORRECT RELATIONSHIPS TO ♦♦ `' "` '` REQUIREMENTS ;` NAILS PER MANUFACTURER Z ♦...... o FRAMING BATTENS AND SIDING :�:: :: '`'''`""' '` �/ REQUIREMENTS AT 12 O.C.AND 1 F.. S .......... • ........ .. ♦•••••••• DO NOT ATTACH _ �U> � - FROM EACH END OF EACH PIECE , " MATERIALS) ♦ TO SHEATHING � �� N 12 ♦ .,d ; �" z d• •d ONLY .............,:........... 0 p• O t o d� ::::::::.: u♦ N♦ �'•: ::':':':�:�: �: : ��:�:�: PANEL FASTENING _ ♦. •:0,p :::••::•':::::::::::::.•.•: .q� . N 514 x 4 SPF TRIM, FULLY �::::::: `:' ==: �� ': :::::: :::::� :' ;: ':: SHALL PENETRATE `1�Z WEATHER RESISTIVE BARRIER: �' 0 z I I \ NOTE: ♦♦ :��: :: �� o u c? PRIMED ALL END CUTS I t. .... - . d: WEATHERMATE FATHER M PL @ INTO PLUS........................... : ':�:�:•:::::::: O STUDS TRIM BATTENS NOT �..�:.;•:.:•.;•:.:•.:•:::.:•:..•.:•:.:•.:•.:::•dp.. .. o FIELD ♦ d. 1��j � o� 0 O HOUSEWRAP BY DOW o - ♦ S ArAlrAttrAlr AllirAW414111.12:0? 1 H / STRUCTURAL o SHOWN FOR CLARITY - © a 1 •p FRAMING N� o u ... ... ............. .................. .............. s /• Q °c nt T"r::'.::.:::::::':::? :::..:.::: BLOCKING OR ^d PROVIDE SOLID BLOCKIN oc VERT. BATTEN \:: ................................................ d:::'-'............. G OR BATTEN TYP. p w p STRAPPING .................................................. . \:: pY. _, ui so .o 17 oc • PROVIDE CONT 20 GA x 3 G90 GALV 0 il .......... .. ..... .............. ...... ../ ........ .......... STRAP FASTE NEDTOSTUDSW/ 2 1L ; : : ...... ......... -....... . ..::......FIB R CEMENT P E ANEL ........... .... . .. .09 RI. . .......... / NG HANK N S AIL S FA STEN d• .... ........... °. ..... . ........... .. . S......... .......... ...... (DING TO METALS TRA PW_ /ETS<F STALL SING W/NAIL J T W D TRIM \ SPACE O 00 1 •$ ........ ........... ... . ............... EXTERIOR SHEATHING ?�':•:�•::•::: ::'' � :::'�:'��::: _-°° � BACK/2 FROM EDGE OF al:.:::.:::::::::::::...�:::: ::::::::.:'::':' ° ° \ /t BY SIDING - ° :> m VERT BATTEN EA pop_ A CH N EA END p:::::::::::::: :::: ...................... ....... .. FASTENING ° S G 1.----. :•p d PATTERN PRIOR O HORIZONTAL\ ° BATTE N AT t d• .d ° REINFORCE CORNER W/(2) d ...:::=•:.. .„.„.:.-•••-c- ,:o:,O- R TO SIDING ° d OS G p. HORIZONTAL PAN• EL ' 1i -Pri EDGE 1 G � .: ................ ... ... ....................... 24 P �.t ........... PIECE OF WEATHER .d INSTALLATION d d LOCATE OVER SOLID F RAMING. f • •`L RESISTIVE BARRIER t t H ° °: i.i.i.:.:.:...:.: W ETHER t .. / JAMES HARDIE F• t t FIBER CEMENT PANEL IN I .d INDICATED I N d• „ WEATHER RESISTIVE TIVE BARRIER: -d f• H SS ° ..................................................__„„O ° FASTEN S EN PANEL 6 O.C.AT EDGES GE A ■ •1,, I @ S ° d DETAILS OR NOT ........... d d• WEATHERMATE PLUS HOUSEWRAP .......... IIWAWv .i/ \: 8 OC N FIELD W/.0 2 - /// // 9 SHANK// S KX21 2 .p 1 EA RESISTIVE B ......... ':-: djil WEATHER ESIST E ARRIER• LAP ........... BY DOW .......... O .......... .225 HD RING H SUPPLEMENTAL S ANK NAIL S FA STENED AROUND CORNER 12 EACH SIDE ...WO ou co c s ... ° ° •........... INTO STUDS PER S& R RE UIREMEN INSTALLATI N REQUIREMENTS OF �t O CV INSTRUCTIONS ...::.: ES LEGACY REPORT NER-405&SECTIO FRAMING \ ° FIBER CEMENT PANEL \ CONTAINED IN :: : :=4 1405.17.1 IN 2003 INTERNATIONAL TECHNICAL 1,7 BUILDING CODE \ NOTE: .......... ... ... �� NOTE:TYPICAL ,' O C L TRIM MATERIALS 2 BULLETINS SHALL ...... := FASTEN PER MANUFACTURERS NOTE:ALTERNATIVE DETAIL NOT• INSTRUCTIONS W/PLASTIC CAP SUPPORTED BY INSTALLATION REVISED TO INDICATE 5/4 NOMINAL BE APPROVED IN • NAILS @ 16"O.C.EACH WAY. INSTRUCTIONS HZ-10 (APRIL 2009)OR 4 THICKNESS MATERIAL PER PULTE WRITING BY THE { LOCAL BUILDING NOTE OFFICIAL OR THE _ NER-405(APRIL 4, 2004)MUST BE 3 • ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION APPROVED IN WRITING BY LOCAL TO INSTALLATION BUILDING OFFICIAL A4 OUTSIDE CORNER @ PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION A� FIBE' CEM 1 PA L BUI 11 UP 0) WP-3.00 SCALE: 3"=V-0" ARCH REF: WP-3.00 SCALE: N.T.S. ARCH REF: WP-3.00/ SCALE: 3"=V-0" ARCH REF: WP-3.00 SCALE: 3"=I-0" ARCH REF: i EXTERIOR SHEATHING \ EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER pup LAPPED 0/HEAD FLASHING - T T liti_ T T WEATHER RESISTIVE BARRIER, LAP O/METAL / - VERT. BATTEN / EXTERIOR SHEATHING THRU-WALL FLASHING / , WEATHER RESISTIVE BARRIER' VERT. BATTEN BEYOND 24 GA. PRE-FINISHED G-90 GALV. LAP Ol VENT FLANGE / /HEAD FLASHING W/END DAMS ©�VERT. BATTEN BLOCKING AT PANEL EDGES /FIBER CEMENT PANEL FIBER CEMENT PANEL f/ • FIBEFZ CEMENT PANEL ON VERT. - _��-� �-�-�� J- r , r %MI SEAL W.R.B. TO METAL FLASHING r BATTENS PROVIDE HORIZONTAL ��/��-��-��-�/J/J� W/NON SKINNING BUTYL j HORZ. BATTENS @PANEL ENDS BATTEN PANEL EDGES / j� / 1111 PER 1 P -DETAIL A /W 3.00 , /r / FIBER CEMENT PANEL . 2 110 3 E NEL HORZ. BATTENS @PANEL , I• BLOCKING AT PANEL EDGES I., t :Nye, I ENDS PER DETAIL A1/WP-3.00 - '�co . B TT� HORS_ A ENS PANEL ENDS @ _ EXTERIOR SHEATHING I r PER DETAIL A1/WP- .0 --.. 7 . 3 0 e.NOTE: I / 24 GA. PRE-FINISHED METAL BRACKET FLASHING. I L 3 . / ~j REINFORCE CORNER W/(2) 14% 00.....,•,,...,':-, SEE DETAIL A2/WP-3.00 FOR / .. / 24 GA FLASHING OVER SECURE WITH A MIN.4 PANCAKE HEAD SCREWS. ., ,„ 24"PIECE OF WEATHER z WEATHER RESISTIVE BARRIER i BELLY BAND R ESI TIVE BARRIER S� FLANGE SHALL EXTEND PAST FACE OF CLADDING � � �:,.,LAP DETAILS r I .:/ TO ALLOW ATTACHMENT OF SHROUD AFTER c�/ I 5/4 X6 SPF PRE PRIMED BELLY BAND; WEATHER RESISTIVE / CLADDING IS INSTALLED // i BACK PRIME ALL CUT EDGES INSTALL BARRIER LAP CORNER 12 HOSE BIB ` it / . , - -- ----� � /BARK SIDE,OUT FASTEN W/ 2 16d GALV • . EACH SIDE NO. D ATE ISSUE _ � / VENT SHROUD,24 GA. PRE-FINISHED - .:- NAILS� EACH STUD• SET TO FLUSH . �/I / @ ,MET CURE WI AL. SE TH CLO E ENDED S CEDAR BLOCK PRIMED ALL 6 SIDES &SET IN /. � �.r, I / SEAL AND PAINT PR T PO .0 I S ® 1 07.27.10 FOR BID L EALANT / INSTALL SIDING W/NAIL SPACE NON SKINNING BUTY S 3 INSTALL SIDING IN MODERATE / A� 1 PART POLYURETHANE , In TO WOOD TRIM�� CONTACT WITH VENT HOUSING / 08.13.10 FOR PERMIT INSTALL SIDING W/TAMLYN SEALANT(TYP)T J MOLD IN MODERA E . 18 SPF TRIM FUL • LY PRIME ALL END 4„ COT T IT W•OD TRI I / A 09.23.10 REVISION QUICK FLASH P-50, LAP WRB OVER FLASHING; CUT HOLE FOR / CUT HEM BACK AT % CUTS IN FIELD;ATTACH W/16d HOT PENETRATION N &NAIL T SUBSTRATE I ( ° O O SU ST . . �•�� DIPPED ' I PED GA.V. FINISH NAILS 16 O.C. 110 / ?dTENSURE @/ Li_ WRB BELOW; RE:A3/WP-3.04 I / r • I 41.WEATHER RESISTIVE I - . Al • BARRIER UNDERNEATH '/ FIBER CEMENT SIDING ON VERT. �''/ I TARGET FLASHING 1 IBER CEMENT PANEL I/ . / NOTE: INSTALL BEFORE BELLY '/ BATTENS INSTALL W/MODERATE HEAD FLASHINGS TO HAVE END DAMS NOTE: I CONTACT TO THE WOOD TRIM BAND SEE DETAIL A2/WP-3.00 FOR � / WHEN FLASHING LENGTH IS 6" V - WEATHER RESISTIVE BARRIER THRU WALL FLASHING NOTE: LAP DETAILS HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION @ FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLASHING LENGTH IS >6" B1 INSIDE CORNER @ PANEL SIDING WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: EXTERIOR SHEATHING EXTERIOR SHEATHING CO , \ W Cn W ; EXTERIOR SHEATHING \ EXISTING WALL _ WEATHER RESISTIVE BARRIER LAPPED jiiiiiØ STUDS PER STRUCT. ?"SHEATHING PER. , ., III INSULATION&VAPOR � STRUCTURAL S UCT RAL 0 W U /METAL HEAD FLASHING; SEAL W S S / RETARDER.: NON SKINNING BUTYL SEALANT _ N : EXTERIOR SHEATHING `�� ..f :.- .,.. :.,: <,:'<.-..:> z �1 �� _ o 24 GA. BAKED ENAMEL METAL FLASHING ' . ,, DO NOT ATTACH i - H a : J TO SHEATHING .. A G© EI D ORADO C RR e O UGATE Lu 5 . -�� D PLA TI VERT. BATTEN : _ s S C T EN W/INSECT SCREEN `;- I ONLY.L FATHER RESTS B z � W RESISTIVE BARRIER; LAP rr ■1 AROUND CORNER 12" EACH SIDE ygg °__ A . ALAP SIDING W/STARTER STRIP I ��'�—//'/—/�/—/� �9 SHALL PENETRATE S :r . O i =I 0 .. . , MIIMIIIHIWIW . - . - . - . Illr"-- 1.: . INTO STUDS MANUFACTURER REQUIREMENTS AT o u �? 12 O.C.AND 1 FROM EACH END CO OF cn S o STRUCTURAL N I k I, 0 , REINFORCE CORNER W/(2)A o - O '."`, EACH PIECE < V- w „ FRAMING OR .. � -ter=� Q P F o V © CEDAR BLOCK, PRIME ALL 6 `1U a 24 IECE O WEATHER " RESISTIVE BARRIER BLOCKING .,. r,:�r ^ ^ Z �SIDES; &SET IN NON-SKINNING '- 4. ` • I I / ;:00...., ac W` EXTERIOR SHEATHING / WEATHER RESISTIVE BARRIER: w d- / � �J LLi � .o F- °c BUTYL SEALANT / ' W� WEATHERMATE PLUS BY DOW BL KIN w N V VERT. BATTENS OC G SHALL -� I I I REINFORCE C(?RNER W/(2) `�,'-'"�:.,*��,.:.:`� '.' -�°.;:� }- � z n- BE INSTA ... �LLED ..24 PIECE OF WEATHER .. ... u HOSE BIB I co cn �.- ,,,_ / � ?fit.r' __ i .. / "��" ��"1`�-` RESISTIVE BARRIER •. WHERE REQUIR FIBER CEMENT LAP SIDING z _� i °°°- °°--�:- � ,, E,Iii / hft1L i� • WEATHER RESISTIVE / FASTENING - .© I STALL I S DING MODERATE BA RR LA CS SI W NAIL PACE/ S .CT D SIE /i I O 00 TO SIDING :�: „ © I I FASTENER 11 GA x2-1/2 N >%".. . I AILS OR , INSTALLATION . APPROVED 7 i ... O CORROSION • O OSION RESISTANT T / ` I WHETHER ."..� SS ANT : QUICK FLASH P-50, LAP WRB OVER TOP, / ` INSTALL SIDING W/NAIL SPACE r' @ LAP BOTTOM F B B a I INDICATED IN f, ...� FASTENERS STUDS AND PER LANCE OVER WR FLOW TO WOOD TRIM _ _ REQUIREMENTS OF ES LEGACY -....:... DETAILS OR NOT RE:A3/WP-3.04 _ • I - IILSILSItUA1W4 ! �I I I SPF WHIT I ! I E P W WOOD TRIM FULLY 1 ,IA PRIMME ALL END CUTS IN FIELD � �, SUPPLEMENTAL I %F` ISTALL INSECT SCREEN AT BARRER UNDERNEATH INSTRUCTIONS ALL HEAD FLASHING AND BASE • CONTAIN 0 I TARGET FLASHING WALL CONDITIONS : 5/4 SPF WHITE WOOD I . . 5/ S OOD TR M, FULLY VERT. BATTENS áh :- .,.: ,;>- ® 1111 TECHNICAL 4" I © © PRIME ALL END CUTS IN FIELD; BARK ;"= <::`_::.';__;r_....., .:.! I . SIDE OUT(TRIM SIZE IS SHOWN BULLETINS MUST / *PRIME CUTS OF SIDING e BE APPROVED IN 110 ,. EXAGGERATED TO INDICATE NOTE: STARTER T WRITING B I Y STRIP / 1. ALL SEALANTS TO COMPLY WITH G B THE CORRECT RELATIONSHIPS TO LOCAL BUILDING CONFIGURATION, AND SUBSTRATE NOTE:ALTERNATIVE DETAIL NOT NOTE: I FRAMING, BATTENS AND SIDING GEOMETRY, i F • I OFFICIAL OR THE REQUIREMENTS OF ASTM C 2009 MATERIALS) Q S 1193 HEAD FLASHINGS TO HAVE END DAMS � ) SUPPORTED BY INSTALLATION > - I \ 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR ARCHITECT PRIOR '1"..7, /4 F S I LENGTH IS 6 WHEN LA H NG N INSTRUCTIONS HZ-10 (APRIL 2009)OR INSTALL SIDING W/NAIL SPACE PAINTING 3 TO INSTALLATION ( ) NER-405 5 APRI L 4,2004)MUST BE ih 3 ( , a — TO WOOD TRIM APPROVED IN WRITING BY LOCAL A4 HOSE BIB PENETRATION (A3 \ OUTSIDE CORNER LAP SIDING 3 INSIDE CORNER LAP SIDING BUILDING OFFICIAL @ @ Al LAP SIDING BUILD UP I WP-3.01 SCALE: 3"=l'-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 1 EXTERIOR SHEATHING I / \/ WEATHER RESISTIVE BARRIER; LAP 0/HEAD FLASHING JI! I EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED ! �� W/METAL HEADFLA • / SEAL WITH NON SKINNING BUTYL SEALANT \ SHING; SEAL / ��1111411, )t, NON SKINNING BUTYL SEALANT WEATHER RESISTIVE BARRIER I VERT. BATTEN il I `'� WEATHER RESISTIVE BARRIER; LAP 0/HEAD 1 BATTEN • / I FLASHING&SEAL W/NON SKINNING BUTYL SEALANT 24 GA. BAKED ENAMEL METAL FLASHING / LAP SIDING W/STARTER STRIP / I SHINGLE SIDING • / : I VERT. BATTEN ,'/ VERT. BATTEN W/ 24 GA. PRE-FINISHED METAL I 24 GA. PRE-FINISHED METAL III / INSECT SCREEN I INSECT SCREEN I HEAD FLASHING W/END DAMS / HEAD FLASHING W/END DAMS / I,a / I LAP SIDING W/ I I• • / LAP SIDING W/STARTER I STARTER STRIP g EXPANDING FOAM TAPE / INSECT SCREEN I S /S ER STRIP ' I I I . III I - INSECT SCREEN 1`� i . 24 GA FLASHING ii L I I / 24 GA. PRE-FINISHED '� 1 I ISHED METAL BRACKET i 4 ( / JUNCTION BOX \ L__Ijr ,!t - / FLASHING; SECURE W/MIN 4 PANCAKE HEAD � • / / CEDAR BLOCK, PRIMED ALL 6 SIDES,&SET IN/ 3 \ s / NON-SKINNING BUTYL SEALANT SCREWS; FLANGE SHALL EXTEND PAST FACE % S /4 SPF PRE PRIMED BELLY lim . _ / 6 OF CLADDING TO ALLOW ATTACHMENT OF / BAND; BACK PRIME ALL CUT co SHROUD AFTER CLADDING IS INSTALLED 1 EDGES INSTALL BARK SIDE CONDUIT / LIGHT FIXTURE - / OUT FASTEN W/(2) 16d GALV / NAILS @ EACH STUD; SET TO / / 24 GA. PRE-FINISHED METAL VENT © FIBER CEMENT LAP SIDING INSTALL WITH MODERATE i FLUSH SEAL AND PAINT I - ' - ��. SHROUD; SECURE W/CLOSE ENDED -� • CONTACT WITH JUNCTION BOX NO. DATE ISSUE.ki I _ . � ' ! ril � �-� POP RIVETS, (2)EACH SIDE • NOTE: /I DICK FLASH P-50 LAP WRB ,�Q / 1 07.2 7.10 FOR BID 4 � / HEAD FLASHINGS TO HAVE END DAMS/ I / s" FIBER CEMENT LAP SIDING INSTALL OVER TOP FLANGE,WRB/ I / WHEN FLASh�ING LENGTH IS >6" �• 3 FIBER CEMENT LAP SIDING INSTALL W/NAIL /110 I UNDERNEATH BOTTOM FLANGE -t WITH MODERATE CONTACT WITH . / SPACE TO JUNCTION BOX / 08.13.10 FOR PERMIT ERSIDE OF FLASHING RE:A3NVP-3.04 IA I i. C° 2 UNDERSIDE I I / 18 x 18 PIECE OF 30 MIL EPDM TARGET G " / ,3 09.23.10 REVISION / 4 IBER CEMENT LAP SIDING INSTALL WITH MODERATE FLASHING; CUT HOLE FOR I NOTE: 4" CONTACT WITH JUNCTION BOX I PENETRATION &NAIL TO SUBSTRATE / . *'7 4 BATTEN : : 110° SEE DETAIL A2/WP-3.00 FOR I / FLASH AS DETAILED QUICK FLASH P-50, LAP WRB I / • .. WEATHER RESISTIVE BARRIER 110 • I LAP DETAILS / , OVER TOP, LAP BOTTOM / WEATHER RESISTIVE i I / _� F N 3 LA GE OVER WRB BELOW / .. � I BARRIER UNDERNEATH I / RE:A3NVP-3.04 TARGET FLASHING • . ' NOTE. NOTE. t • I NOTE: HEAD FLASHINGS TO HAVE END DAMS WEATHER RESISTIVE / HEAD FLASHINGS TO HAVE END DAMS / „ r SEE DETAIL A2/WP-3.00 FOR WHEN FLASHING LENGTH IS >6" WHEN FLASHING LENGTH IS >6 I �" BARRIER UNDERNEATH / 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: CD EXPANDING FOAM TAPE I I. I I PLAN SECTION AA EXTERIOR WALL SHEATHING W C!) 0 1 • !.'.�/ 3 1 II I I _"`_"`_"`_` WEATHER RESISTIVE BARRIER, LAP Rip P W W EXTERIOR SHEATHING EXTERIOR OR SHEATHING Q II OVER FLASHING AND SEAL WITH NON ! / II ce illip -�� I I AA—.—� WEATHER RESISTIVE BARRIER SEAL SKINNING BUTYL SEALANT 0 .� WEATHER RESISTIVE BARRIER 2x6 SPF PRE PRIMED BELLY BAND; BACK .. /� rro TO FLASHING WITH NON SKINNING WEATHERMATE PLUS WEATHER U N SEAL TO FLASHING WITH NON PRIME ALL CUT EDGES INSTALL BARK SIDE Ln ;1;14 BUTYL SEALANT RESISTIVE BARRIER V- SKINNING BUTYL SEALANT OUT FASTEN W/(2) 16d GALV NAILS @EACH C N M/ STUD;SET TO FLUSH SEAL AND PAINT / WEATHERMATE PLUS WEATHER Et co r BATTEN / BATTEN RESISTIVE BARRIER © LAP SIDING W/STARTER STRIP II / _ � dl W Z � c� 1 SHINGLE SIDING ��—///-��-� FIBER CEMENT / VERT. B 24 GA. BACKED ENAMEL L.-.-.-.-.-.-.-.-.-. 10111' ATTENW/INSECT SCREEN f V) '° `� I ' LAP IDING / S ' METAL FLASHIN• / -0 WEATHERMATE / I / SEALANT / LAP SIDING STARTER STRIP VERT. BATTENS W/INSECT SCREEN ` ® (J7 STRAIGHT FLASHING P. I' / i • / (a TRIM B / I RIM LOCK d I / / EXPANDING FOAM TAPE u ♦♦^^ / INSTALL INSECT SCREEN AT r°1d• ;_�// • / / vJ SELF-ADHERED WEATHER / I / BOTTOM OF BATTEN SYSTEM I / •---t / EPDM OR FOAMED -24 GA. BACKED ENAMEL RESISTIVE BARRIER I / • / / 4' _ EXPANDING FOAM TAPE POLYETHYLENE SILL SEALER METAL FLASHING / FIBER CEMENT / , / / 4r, I i _ �� / / SOFFIT 0/BATTENS / iii 24 GA. BACKED ENAMEL 2X6 SPF PRE PRIMED BELLY BAND; BACK A ..„„or BATTEN a 110° I METAL FLASHING PRIME ALL CUT EDGES INSTALL BARK SIDE "� d 1 i OUT FASTEN W/(2) 16d GALV NAILS @ EACH \ EPDM OR FOAMED STUD;SET TO FLUSH SEAL AND PAINT ' 1" 2X SPF PRE PRIMED BELLY BAND; . / STUD;POLYETHYLENE BACK PRIME ALL CUT EDGES / , LENE SILL SEALER 4 �v`��,' 2X BELLY BAND NSTALL BARK SIDE OUT FASTEN W/ , t (2) 16d GALV NAILS @ EACH STUD; ,4 2X6 SPF PRE PRIMED BELLY BAND; BACK / RIDGE BRACKET i / 901 PRIME ALL CUT EDGES• INSTALL BARK SIDE SHEATHING IS NOT TO SET TO FLUSH SEAL AND PAINT „ 1" , COME IN CONTACT W// OUT FASTEN W/(2)16d GALV NAILS @EACH CONC AT SILL PLATES FACE OF SIDING BEYOND J I / a 6 OUT; DRAWN BY: JL, SH, JR e c I I • STUD; SET TO FLUSH SEAL&PAINT z //I EXTERIOR SHEATHING I-1.1g - CHECKED BY: CRM it .— - EXTERIOR SHEATHING IS NOT TO COME IN ,,,,,,,,,,,,,,,,,I �1 SCALE: AS NOTED CONTACT W/CONCRETE SILL PLATES Tim WEATHER RESISTIVE BARRIER @ 1 .1 43 4rr FINISH GRADE,SLOPE AWAY C i TRIM BLOCK PER ARCH ' FROM 5% MIN FOR 10'-0" ` original sheet size 24 x 36 A Q 4 110° E \ rr FIBER CEMENT LAP SIDING INSTALL WITH. ..: FIBER CEMENT SOFFIT PANEL INSTALL W/ b MODERATE CONTACT WITH TRIM ! / p °110 NAIL SPACE TO WOOD TRIM I v a a 4 I _ ::= - PROJECT NO: 2010.P33940DCS INLJ RI • / - a , A _, GRADE„ -s/4"x3"TRIMO/BATTEN 3 I SHEET NAME. BATTEN - '''7 4 V NOTE: SHINGLE SIDING I' I / i$" CLADDING WP DETAILS DT\LAP SIDING 0/VERT. BATTEN HEAD FLASHINGS TO HAVE END DAMS i ,-.4_WHEN FLASHING LENGTH IS >6" � f ” SHEET NO: C4 TRIM @ SOFFIT C3 BRACKET AT SOFFIT BA @ PAVEMENT Cl BASE WALL CONDITION I WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=l'-0" ARCH REF: WP-3.01 SCALE: 3"=l'-0" ARCH REF: 'AlP 3.01 1 , , WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 12" . FLASHING BIB SLIDE UP THRU SLIT OVERLAP • IN WEATHER RESISTIVE BARRIER MIN.24 x 24 TARGET FLASHING, CUT z FROM EPDM.WEATHER LAP WITH -�- 12 Ce o SLIT IN WEATHER ��1 OVERLAP a OTHER FLASHING COMPONENTS TO SQUARE HOLE PENETRATION BURL . RESISTIVE BARRIER W . . SHED WATER.SEAL PENETRATION TO 12 SEAL I Z �` �� SEAL WEATHER RESISTIVE BARRIER FLASHING WITH SEALANT. I WO� 12'� n I g o �/��F.7.7/AI BIB TO FLANGE WNVEATHER SEE DETAIL B2/WP3.02 HOLE FOR PENETRATION i 6" I1 w - I 0 o _ O - CUT 60 OF DIAMETER F RESISTIVE BARRIER TAPE /o O _ U - PENETRATION FOR SNUG FIT I ' ' : \ �' o 0 d- Ilk 0 SEAL FLANGE 1 1 � w Q � � � O V PRE-FABRICATED DRYER VENT —— -_ ® Q o _ is I Atiiiiimmismy JOINTS W/TAPE ,� LOUVER ASSEMBLY WITH SWING TYPE ' \ Z .o p I � w � � oc w w cc LOUVER AND BIRD SCREEN. SECURE J - ►-J `; O w_ O �� I 1"1"/ � w O N V WITH MIN.4 PANCAKE HEAD SCREWS. F ROUND HOLE PENETRATION 1 6 _ __ `� •• z SET FLANGE IN BED OF SEALANT. o i T '"' o w LI u " n / I 00 (n IL N 12"X12"PIECE OF 30 MIL EPDM CUT BUTYL ifitk l7 ... z i•1 4 OVERLAP 4 OVERLAP HOLE FOR PENETRATION. NAIL TO SEAL i � — I �-. - 0 SUBSTRATE 60%OF DIAMETER SIZE FLASH TOP EDGE 6 O.C. C co LADDING SYSTEM @ iv N Iii I ill 1' REINFORCE CORNER WI , Ilili 2 4 WIDE CONTINUOUS UO .. HOLE FOR PENETRATION CUT US 60%OF DIAMETER OF / I W.R.B. I i `� PENETRATION FOR SNUG FIT I I I _•• l '" 5/4 SPF PRE-PRIMED I I LAP TARGET FLASHING ' I , SIDING SEAL BOTH OVER WEATHER J SIDES WI SONOLAST NOTE:� n RESISTIVE BARRIER �I 150 WH WHEN PENETRATION IS 3/2 DIAMETER 1110 _ 41 OR LESS, USE 12"X12"FLASHING SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS > 3%2", „ Itil4 AT SIDES AND HEAD OF BRACKET. INCREASE FLASHING SIZE TO 18"X18" REINFORCE CORNER W/24 SEAL ALL PIN-HOLES W/SEALANT. 12 WIDE CONTINUOUS W.R.B. FIBER CEMENT LAP SIDING LOCK ON SHROUD COVER INSTALL WI NAIL SPACE TO AFTER CLADDING IS INSTALLED WOOD TRIM INSULATION NOT 3 SHOWN FOR CLARITY 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-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: 4" - 3 ® VIF SINGLE PIECE COPING FOR LENGTH OF 'j PRIVACY WALL SEAL W/1 PART t's• ,, N SQUARE OR ROUND POLYURETHANE SEALANT PENETRATION FULLY SEALED AND :Xl - 1 (if - 1 SV .". .,''' - 7 1 Zo RIVETED END CLOSURE 24 / / STEP 1) _---�---� Q PLACE WEATHER RESISTIVE BARRIER APRON WITH'U'CUT; FIT 111111111 I s TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING WI 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 • �, GALV METAL SADDLE /// y / PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW STAPLES / / : Z NO :;-: ISSUE II, B3 SADDLE FLASHING PONY WALL @ / 1 0 FOR BID PRE-FINISHED METAL CUT BACK HEM ON •LICE WP-3.02 SCALE: 3"=1'-0" ARCH REF: / / PI S / / - iler COPING G CAP, SEAL PLATE TO FORM TIG FIT NI 2 08.13.10 FOR PERMIT SEAL WI1 PART POLYURETHANE / /PIN HOLES, COLOR / PER ARCHITECT / // CLOSED END 4-2 / 09.23.10 REVISION PREFINISHED RIVETS / / / NOTE: ✓ . / //. / / SEE Cl WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET 16" ' 41.? STEP 2) PLACE A 30 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-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 "- " SCALE: 3 -1 0 ARCH REF: WP-3.02 SCALE: 3 -1 0 ARCH REF: EXTERIOR WALL ai SHEATHING PER STRUCT A_ _ (2)LAYERS$"EXTERIOR ,�^^ ® a) GYP SHEATHING PER A� 3 vJ \./. `�,� BATTE WI INSECT SCREEN CLOSURE ARCH 24 GA COPING, TONGUE CLOSED W W• t WEATHER RESISTIVE BARRIER,SEAL OVER DOUBLE CLIP SUPPLY I \ / WEATHER RESISTIVE BARRIER I'iti TO FLASHING WITH NON-SKINNING I :.: U n a }, O / , BUTYL SEALANT LAP SIDING 0/VERT. BATTENS �✓ t f - I WEATHER RESISTIVE BARRIER I NN •. I/ \ LAP SIDING L.L I I / STARTER STRIP I I ' W Z CU •.. ..��'I/ \ Vii.. EXPANDING FOAM TAPE ///—///—///—///—///I .� CI� I • V 1- I cc /A G • /. \ 24 GAMETAL FLASHING 24 GA. G-90 GALV. ® cn 2. illirIM .p.," q C NTI c�- . .- O NUOUS CLIP !^EPDM TH FOAMED • vJ MO.- , \\ POLYETHYLENE SILL 0.. ��o► SEALER A 1111 - •... .. .... ( , • ' HAND CLOSE OPEN HEM t 1 -17 4 • 2 X6 SPF PRE PRIMED BELLY BAND; 11„ / BACK PRIME ALL CUT EDGES ,1► DECK FRAMING 2 I ..: I 4 INSTALL BARK SIDE OUT FASTEN WI I I PER STRUCTURAL T G ' / �' (2) 16d GALV NAILS @ EACH STUD; I I . a a SET TO FLUSH SEAL AND PAINT - I LAP SIDING • i a I 2x4 2x4 _ PER STRUCTURAL VERT. BATTENS •SHEATHING IS NOT TO Co • . COME IN CONTACT W/ I I WEATHER RESISTIVE c 'N\ CONC AT SILL PLATES 4 • 4 SLOPE 5%AWAY I BARRIER I I DRAWN BY: JL, SH, JR a FROM BUILDING 4 GRADE •I . CHECKED Y: � CRM 4 I I 3 • (2)LAYERS 8" GYP • SHEATHING PER ARCH SCALE: AS NOTED 4 ‘...: :. ' lill A original sheet -:. --.. t size 24 x 36 2 a 4" I NOTE ng� a G COVER TO BE FORMED OF SINGLE CC CONTINUOUS PIECE AT PARTY WALLS; PROJECT NO 2010.P3394 • 110° : ODCS Q I :'ti...- : :: I REF-B5/WP 3.02 FOR END CAP • L------- -22-\/\------6 4 1/ SHEET NAME: 4 i k 1. ...._ 1 . CLADDING WP DETAILS SHEET NO:gik C3 PONYWALL FOOTING AT DECK �� PONYWALL AT DECK LEVEL C1 PONYWALL AT DECK WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP 3.02 BATTEN/STUD , , • —I J — BEYOND LAP SIDING 0/VERT. BATTENS I WEATHER RESISTIVE BARRIER LAPPED I 0 0/U-BIB W.R.B.TARGET FLASHING; SEE Z UA2/WP303 FOR DETAIL • w SQUARE OR ROUND H PENETRATION g o I I rdi H ° Ou 6 Z W O O WEATHERMATE I o _ h 0 26 GAUGE BAKED STRAIGHT FLASHING ¢ a o/ . ENAMEL COIL STOCK 24 _ CONT. INSECT '■ ,^� Z ce FLASHING CENTERED STEP 1) SCREEN z vJi -� `O o 1- W I BEHIND SIDING JOINT. ///%I// i � N N Z PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT W L ::: ` O w w COLOR TO MATCH �� XX u TIGHT Q G T AROUND PENETRATION; SEAL TO SHEATHING Wi ::: ::.: � � SIDING COLOR 1611 ,..................... ..______..........._._�.... oo N � ,� �, ,, F.i POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION ST P z L i . ‘... . /// ,/ , , / � E 3) 1 1 I PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN U CUT; CUT TIGHT TO f, o PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW m T 1 f ///, /7; STAPLES n —1– ' . .: • _-. ....-. ...- /// 7/ BUTT JOINT DO NOT I 3 3 SEAL 1- //* TI ./1/ /it/ELEVATION VIEW SECTION VIEW / I 71---/ • • / / / / / // / 1 _ _ 3 I LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE EXPOSED BEAM PER STRUCTURAL I® 16 1/ FEASIBLE. IF SIDING BUTT OCCURS OFF STUD STEP 2) PROVIDE 12"LENGTH OF BATTEN MATERIAL BEHIND 1 1 24" z PLACE A 30 MIL EPDM APRON W/ U CUT TO FIT TIGHT 24 - BUTT JOINT FASTENED TO PLYWOOD �' WALL FRAMING PER STRUCT. INSULATION,VAPOR i� P YWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. 1"SS SCREWS ABOVE AND BELOW SIDING COURSE. ik &ATTACH W/A FEW STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& 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"=1-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP-3.03 " l SCALE: 3 1 -0 ARCH REF: J HARDIEPLANK :' III •/ : ' T S / • INSECT SCREEN CLOSURE III :° 1 I WEATHER RESISTIVE BARRIER LAP O/VERT LEG OF HEAD FLASHING&SEAL W/NON SKINNING BUYTL SEALANT ,014C' l LI 1"-; \ IL I0, 0A �— 24 GA. PRE-FINISHED r SADDLE X11 G-90 GALV. METAL - HEAD FLASHING STEP 4) ti ' 11 , I I ' „ INSTALL UPPER PIECE OF WEATHER RESISTIVE 1-1/4 � I STEP 1) STEP 2) STEP 3) /2 GAP BARRIER OVER UPPER SADDLE FLASHING AND STARTER STRIP PLACE WEATHER RESISTIVE BARRIER APRON AROUND HSS BEAM PENETRATION INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, ON � NO. DATE ISSUE WITH 'U'CUT; FIT TIGHT AROUND HSS BEAM; UE BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. OVERLAPPING LOWER SECTION OF WEATHER 3 '�1 � 1 SEAL TO SHEATHING POLYURETHANE BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN RESISTIVE BARRIER A MIN.OF 4" I 1 SEALANT EXTEND 12 BELOW PENETRATION )�, i 11i1we � � 1 07.27.10 FOR BID ROD&SEALANT BETWEEN BEAM &SADDLE SADDLE&BEAM 1 se e BACKER ROD •.... .4 . &SEALANT 08.13.10 FOR PERMIT , ... .......• .. - EXPANDING FOAM TAPE BETWEEN METAL FLASHING&TRIM•t SADDLE 09.23.1 • ..... ......... 0 REVISION ....... ...... . . n 2 X 6 SPF TRIM PER ARCH BACK - - j■_ 4,, ,�� PRIME CUT EDGES FASTEN W/(2) ` � 16d GALV NAILS 16 O.C. •SET ��K��.��. ..... > T .` € ..... TO FLUSH SEAL AND PAINT N..\:,.,.. , T I .,:::::,,..1 .:::,;:::: 4" • MIN SOFFIT,, PANEL W/NAIL SPACE T SOFF PAN TO SPF TRIM BOARD SADDLE FLASHING BEAM B3 @ B2 DETAIL NOT USED B1 BEAM @ PORCH WP-3.03 SCALE: 3"=1'-0" ARCH REF: • WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: cu W o a) W W d! , WOOD POST W/CB it 5 BASE PER ` L STRUCTURAL + U O a) ()t O DRAWINGS CO 2-PIECE CORROSION FRAMED WALL LL 07 r I 2-PIECE FULLY SOLDERED SS CORNER W Z = CO RESISTANT COUNTER W COUNTER FLASHING o FLASHING SPF TRIM PER � .� Cl)(n 6" ARCH + C TURN DOWN EDGE OF FLASHING '� 6 G 0 u) 2 INTO SAWCUT AT BEAM ON ALL 4 6� TURN DOWN EDGE OF FLASHING ,� � EPDM GASKET c� SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 !^ 3 r N,< >. Y vJ �, SIDES ET IN SEALANT r S S (/� EXPOSED WOOD 4„ EXPOSED WOOD € r BEAM �k 2 - �� BEAM i� �` � � chime i� i� 2n . r' k w I� k Q r 2 . k � ' I "t , �� MIN CONCRETE FOOTING ° • i Q I 1 PER STRUCTURAL ■-- • .6 fi . z d • k {: N ‘ p'2 ° I © ao• I 1 GRADE k 4 I !:v c , ti.. ° 1DRAWN B, Y: JL S H JR . V a �L\fit A . k • i V'. tt �{ CHECKED ED BY CRM LAP COUNTER FLASHING MIN 2"OVER BASE �� t,, E ° 2 �. SCALE:ALE: AS NOTE FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE .�,� ��"'�� NOTED i LAP COUNTER FLAS I k • FASTEN WITH CLOSED END RIVETS H NG MIN FULLY SOLDERED SS 2"OVER BASE FLASHING . BASE FLASHING t a - o ° original sheet size 24 x 36 _} CORROSION RESISTANT a - B •ASE FLASHING '• 4 FLUSH CONDITION . PROJECT NO: 2010 P33940DCS FRAMED WALL t....u.... w_........ _.......�...• '.....11. �w..... ?...._ .. CORNER SHEET NAME: 2 r z CORNER CONDITION CLADDING WP DETAILS I . C3 BEAM FLASHING SHEET NO: C1 POST BASE DETAIL WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: \/\IP 3.03 1 . 1 WEATHER RESISTIVE BARRIER O/QUICK FLASH PANEL • URIJ QUICK FLASH PANEL 1 0 • — E z 1– o c? Elm BUTYL SEALANT o oc I o — >- w''' Fue:C1) ^ � Z � -- liii w di- Nt" cc w,j5 sp 5-- ` _, _ ce N N ~ U 17 ...... Z O .. U BUTYL SEALANT A F.; "- c� I z 0 QUICK FLASH PANEL ::::: : �- --°� WEATHER RESISTIVE !0 ,,x .," :><>"r i' �\ BARRIER UNDER I \` QUICK FLASH PANEL li 0 11 1 I \\ NOTE: WHEN PENETRATION IS GREATER THAN 4"0, USE EPDM FLASHING;SEE DETAIL A2/WP3.02 ' 3 3 A4 DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED 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: WP-3.04 SCALE: 3"=1'-0" ARCH REF: A I / 1 1 • 1 III OVERLAP CORNER BY 12" . •. EACH DIRECTION•' I • . I I 1 II I + REINFORCE OUTSIDE ••ICORNERS W/34"WIDE ▪ 1 ( CONTINUOUS W.R.B. Z., N hi I I Ii I I VERTICAL BATTEN AMEN FIBER CEMENT LAP SIDING - 1 INSTALL W/NAIL SPACE TO �•'\ '• WOOD TRIM I r∎EMON ��iii I • 1 0 IIMMEMI NO. DATE ISSUE `, ,1 ' 1 0727.10 FOR BID RIK vim 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN INSTALL W/NAIL SPACE TO WITH 16d NAILS @ 12"OC 09.23.10 REVISION WOOD TRIM STAGGERED OVER BATTENS W/NAILS 1" MIN FROM EDGE OF FRAMING AND TRIM. RUN CORRUGATED BATTENS 5/4 X 6 SPF TRIM, BACK PRIME HORIZONTALLY, SPACE @ ALL CUT ENDS FASTEN WITH 12"OC VERTICALLY (2)20d HOT DIPPED GALV NAILS W/FINISH HEADS @ 16" OC, SET EXPOSED HEADS E, A DPiIN B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS B2 DETAIL B1 DETAIL WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1-0" ARCH REF: CZ W (j) � > LIJ W a 0! 2 ' _c Et 0 (I) qi:c5 ® d! _ � � -� W Z o w c, 2 zu) .- .... 0, . 20u) 2 1.- . D 1-- co u) I I � 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM f SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 20 10.P33940DCS SHEET NAME: CLADDING WP DETAILS (_ ;_•'\ DETAIL C3 DETAIL C2 DETAIL SHEET NO: C1 DETAIL " WP-3.04 SCALE: 3"=1'-0" ARCH REF: '-"– WP-3.04 SCALE: 3 =1 0 ARCH REF: WP-3.04 SCALE: 3"=11-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: \A/P 3.04 INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER \ 0 , \ z Ce 17- 0 FASTEN FLANGES '`� PER WINDOW \ N MANUFACTURER z \ ~e �\ APPLY A FULL REQUIREMENTS �� ° E s \� ` :-., BEAD OF SIKA \ �- p z �, _ u. �, LASTOMER 511 w cn co • BUTYL SEALANT TO \ o� o oc `'� INSTALL WINDOW "' _ -•.„ , • � HEAD&JAMB � \ a 4(... o � �— FLANGES e �. INSTALL 12 W F r. Z WIDE LASHING FROM cc W !.. �r WEATHERMATE PLUS WRB STAPLE = ,o I-- eL ONLY TOP EDGE WITH MIN. SS 1" N �'' id CROWN STAPLES WITH MIN 1/2" \� {;;, r. ao LL N• PENETRATION LEAVE BOTTOM OF ��` + PIECE FREE FIELD FABRICATE AND INSTALL ,S�D ` f o JAMBSILL PAN REF C3 AND C4/ yy\-// SEALANT BEAD OF _ r' WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO `' •... m A r s r r: r• INSTRUCTIONS SEAL TO TRANSITION e .. 4 .f, -CUT SLITS TO ALIGN + I ' .....;.1.,....,. WITH SILL AND HEAD SLITS PUNCTURES OR ADHERE 9"WIDE DOW WEATHERMATE �►,. NOTE:ALL CUTS, STRAIGHT FLASHING TO JAMBS, FOLD q BREACHES OF ANY KIND IN THE CONTINOUS INTO JAMB THE FULL WIDTH OF THE SECTION AT FRAME A WEATHERMATE PLUS WEATHER RESISTIVE WINDOW FRAME, LAP OVER SILL PAN INSIDE FACE OF WINDOW BARRIER SHALL BE FULLY SEALED WITH END DAMS, EXTEND 3"ABOVE ROUGH WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED INSTRUCTIONS TOE BEAD OF NON SKINNING BUTYL AND AT JAMSILL JOINTS NOTE: LAP OVER TOP OF PAN FLASHING AND NO SEALANT @ SILL NAIL SILL FLASHING, REMOVE PORTION OF FLANGE STRAIGHT FLASHING THAT OVERLAPS 4 4 WEEP TROUGH IN JAMSILL PAN 4 4 A4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING A3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 2 JAMSILL PAN OPTION A2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 3 JAMB FLASHING Al DOW WEATHERMATE FLASHING SEQUENCE-STEP 4 WINDOW INSTALLATION 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: INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER `� ADHERE 9" DOW WEATHERMATE \ EXTEND WRB BEYOND HEAD TO STRAIGHT FLASHING TO HEAD OVER�, ALLOW FOR REQUIRED OVERLAPS \ NAIL FLANGE, EXTEND TO OUTER P /WP 3.00 � EDGE OF JAMB FLASHING \ --------- PER A2 t I�F 4r, - ................. 0%1 , % ,_, --,,,,„,, „_ #:. \� 0 APPLY 4 WIDE ..................................... .. #:.: \� INSTALL WRB;WRB TO BUTT UP \~\ \ WEATHERMATE STRAIGHT �`'-----, Pi a 4 TO NAIL FLANGE AT JAMB OF FLASHING BY DOW TO ! � ::-#.. _ WINDOW ONLY; DO NOT LAP WRB WINDOW JAMB FLANGES. ' • - .:• OVER NAIL FLANGE ADHERE TO NAIL FINS AND .0 4. : ::: : WEATHERMATE WRB Od =::•••:• -...........1.......-...........-...-.... FLASHING FROM STEP 6 I INSTALL WRB LAPPED UNDER SILL g F rA LASHING ............. ::::-:-:-:-:-::•:•:•:-:•:-:•.-:•:•:•:.:•:•:•:.:•:.:-:•.::::::•: . •#*###•.:.-:::-:::-.:.::::::::::::: :::: g NO. DATE ISSUE .4, i i frA I rA rA 1 07.27.10 FOR BID rA 1 4 lo 1 : 1 1 1 . 2 08.13.10 FOR PERMIT lisr 1 3 09.9.10 REVISION / ... , 4 09.14.10 REVISION 5 09.22.10 REVISION ' , 6 10.07.10 REVISION 4 4 4 4 B4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 6 B DOW WEATHERMATE FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 8 HEAD FLASHING WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: I WP- SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: \ 73 Ct3 INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO w v, O INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER TRIM JAMB TRIM TO HEAD INSTALLATION BY SIDER EXPANDING FOAM TAPE HEAD FLASHING AND SEAL WRAP AROUND BOTTOM OF TRIM W W Ce > PART NO. 1639042 TO BACK BATTEN SPACERS 4 Q O C LEG WITH NON * • •••••••••••••••••:- SKINNING BUTYL ct INSTALL HORIZONTAL SEAL SLIT AT END `- : • : \\ \ SET HEAD TRIM 1/4"ABOVE 0 0 w INSTALL METAL ` M ..•,,f>- ` : : ::. BATTENS TO SUPPORT BOTTOM SLOPING SURFACE• DAM WITH NON ....... HEAD FLASHING WITH END DAMS s: .. :::.. ' :::::•'`:•::•:. \ INSTALL WRB, :. ::.:::: PANEL SIDING EDGES AS OF HEAD TRIM(ON TOP Cn r L- ........ ..... .. � SKINNING BUTY :=:=:�::•�:•:•:::•::-:•::. O O OF OVER EXPANDING FOAM TAPE :.:.:` :::::::::::::::: ::: EXTEND INTO HEAD :::...: ...::. OCCURS END DAMS NOTE: HEAD FLASHING SHALL \� O W FLASHING AND SEAL ::::::: :::: •:=:::.: : :::: ::::.. `� .� Cn -C3 . 2 EXTEND FULL WIDTH OF WINDOW TO BACK LE WITH -.. . . NON SKINNING BUTYL ••• • \ 2 0 V u) \ �1 D I— as INSTALL BATTENS TO FULLY SUPPORT WINDOW çFE -\ SET JARIM--.... :.:.:.:::: ::•:::::::::::::::::::-..... 4 WITH NAIL SPACE TO 4 \ 40-i \• j , 1i INSTALATION � - N WINDOW FRAME I • � I■ ■� 4 BUTT SILL TRIM TO JAMB FO TRIM// R . : , , . , . ..CONSTRUCTION} , 411ihilit I Z I . ,i4 . , . , , ,, . TAPE SEAMS PER A2/WP DRAWN BY: JL, SH, JR i' 3.00 ( CHECKED BY: CRM SCALE: AS NOTED .% 1 original sheet size 24 x 36 _} ## ###4 PROJECT NO: 20 10.P33940DCS - SHEET NAME: �. ALTERNATE WINDOW WRAP 4 Q 4 4 SEQUENCE SHEET NO: C4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 9 DOW WEATHERMATE FLASHING SEQUENCE-STEP 10 C2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 11 BATTEN INSTALLATION Cl DOW WEATHERMATE FLASHING SEQUENCE-STEP 12 TRIM INSTALLATION WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 e SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: 's/VP 4 1 C INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER � INSTALLATION BY FRAMER _ \ o - Z 0 _ „„„..,,,, _ ,,,_,,,,. „„,„„.,, e, ---,„„,,,,-„,„,,, „,.„ „,, __ ---,.„ -„,„, „...„,,,, ,„...„,,,,_ ____ ...„_, ,,,,,. --„ .' O ......,................W...,.... .,, N „,,, , � _ >mmi j _ O \ \�\e W W \ cn 7:0 0 N W 2 .. Q CO F O U F. Q O '� re\ \ .:.I:: W W Z :'I:' J �O f-ce I J 6 :::I: N N V F QQ Z : O W J w 00Y) F- L N ,,:. .:::-:�: Z :.I.' ii F- FIELDFABRICATEANDNSTALL 1: -:�: JAMSILL ILL PAN REF C ... S S 3&C4 1 WP4. 2F NFA I ..:::,:, 0 FOR PAN FABRICATION ils :�: INSTALL EPDM INSTRUCTIONS OR BUTYL BACKED ::I: AT SILL EPDM SILL PAN WHERE INDICATED ... -CUT SLITS TO ALIGN .. . BY C4-WP 4.03 •'�'• A WITH SILL AND HEAD ::::' - ::::::: \ ` :1: ..,... ::,::: :::.::: ...... ‘,..7,-,s,:'?..:::::..,.,.. :.�'• ADHERE 9”WIDE DOW WEATHERMATE ADHER: IDE DOW WEATHERMATE .,.. '''.. �.:',: _ STRAIGHT FLASHING TO JAMBS FOLD S ,.IGHT FLASHING=;=;' S G TO JAMBS, • • . NOTE:�'� O E:ALL CUT LIT S SLITS, PUNCTURES OR 2Lv BREA HE F ANY KIND INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9 'M°L.',��•`�" • C S O ND IN THE CONTINOUS JAMB SILL LAP OVER SILL PAN END F WEATHERMATE WEATHER RESISTIVE ' FLASHING „ BARRIER SHALL BE FULLY SEALED WITH DAMS, EXTEND 3 ABOVE ROUGH WEATHERMATE STRICT ADHERANCE OPENING HEAD AT EACH SIDE WITH MANUFACTURES PUBLISHED LAP SELF ADHERED FLASHING OVER INSTRUCTIONS END DAM OF PAN FLASHING AND SILL 4 FLASHING 4 A A4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 1 A3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 2 JAMB FLASHING A2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 3 Al DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 4 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: I WP-4.02 SCALE: NTS ARCH REF: INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ADHERE 9" DOW WEATHERMATE INSTALL DOOR WITH INTEGRAL BRICK \ STRAIGHT FLASHING TO HEAD OVER MOLD WITH CONT. BEAD OF NON \_ ................... INSTALL WRB PER A2/ NAIL FLANGE, EXTEND TO OUTER '�,, SKINNING BUTYL AT HEAD AND JAMBS `� `\� \ EDGE OF JAMB FLASHING \ BEHIND INTEGRAL BRICK MOLD WP 3.00 _:: .:: . ............... .......... ............ :: ....... .. .. .......... . . ..... ....... TOOL OFF EXESS SEALANT AT JAMBS •::.::'::'. ::': :'::.. \ INSTALL HEAD SEAL WRB TO HEAD ...-.• ".....•.......................-. :.::. .'::: : : : _::::.. FLASHING FLASHING WITH NON F :::: .::::':::':' ':::': SKINNING BUTYL ::: .. SEAL WITH INSTALL EXPANDING SEAL B :::::::1 •I::•:= ::: LOW AL WR AT JAMBS TO FOAM TAPE PART NO. JAMB FLASHING I :I: :I: :::: : ::.• PRESSURE 1639042 INSTALLED IN STEPS 3 : .:.: HI FOAM SEALER BRICKMOLD RICKMOLD AND 4 WITH CONT. BEAD : ::::I PRIOR TO SETTING OF NON SKINNING •............-.......•...-...•:.•::::::... .. ...................•..•'.'.':. HEAD FLASHING BUTYL :::::: I NO DATE ISSUE :: :E •�I : 1 07.27.10 FOR BID•, \ „...„ . .......... I ) I ,,,, Q • ::�...::...::..........::. 2 08.13.10 FOR PERMIT , , •,:::::::::,:::::::::::::::::::::::::::::::::::::::::::::: . . -- . •----- •".""" " 3 09.9.10 REVISION t : t: :: :iii:=: : SEE DOOR€c::: DOOR FRAME I:::::: :::::::::::::::::::: ::::• 4 09.14.10 REVISION FOR I WI INTEGRAL •I:�::��: :::: :.:.::::::::BRICKMOLD :,.I 5 09.22.10 REVISION • BEAD OF N ...... . .. • O NON SKINNING BUTYL ON AT JAMBS AND L ' -T HEAD USE SUFFICIENT SEALANT FOR SEALANT TO BE AL VISIBLE, TOOL OFF EXCESS 4 4 e , B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP DOW WEATHERMAT DOOR FLASHING SEQUENCE-STEP 6 B2 WEATHERMATE OOR FLASH G SEQUENCE STEP 7 B1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 WP-4.02 WP-4.02 SCALE: NTS ARCH REF: SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: `WP-4.02 SCALE: NTS ARCH REF: Z3 SLOPED BUTT JAMB TRIM TO HEAD LLI 0) 0 a) WEEP AREA PRE MEASURE _ � � TRIM � � INSTALLATION BY SIDER INSTALLATION BY SIDER CENTER SECTION W W Q �/ 0 0 NN LL SET HEAD TRIM L.L. � .4, INSTALL HORIZONTAL 112 ABOVE L BOTTOM SLOPING SURFACE,I – ,I BATTENS TO SUPPORT OF HEAD TRIM ON TOP OF � ® � � Li PANEL SIDING EDGE A ° ( Li-`� s s M END DAMS) Ce 'a R ) Q a OCCURS r 4 APPLY ABS ki-\1� � L- L COMPATIBLE LLI Z w NON-SKINNING BUTYL SEALANT r� WHERE SILL WILL i� °\ ,, ` ° '' 2 0 c`i3 2 �,o,® CONTACT FRAMING GLUE TAB AREA BOND WITH al / TO FORM FULL BED PVC CEMENT PER CEMENT \ �, INSTALL BATTENS TO FULLY . \ I- MANUFACTURERAND : SUPPORT ENDS OF SIDING. .�` �^ r OF SEALANT FIELD MEASU' AND v! JAMSILL INSTRUCTIONS ASSEMBLE JAM L � 1 r ,imitio \ 1 PIECES TO FORM 1�� + N , I% A ONE PIECE SILL SLOPED PRIOR TO WEEP AREA INSTALLING IN OPENING BACK PRIME AND AL ICI j I '� SIDING WITH R NAIL INST SPACE L FOR I __ CONSTRUCTION TO DOOR FA ME I . i 0 DRAWN BY: JL, SH, JR K SCALE:CHEC AS ED NOTED CRM - /i I N original sheet size 24 x 36 _}. II II PROJECT NO: 2010.P33940DCS SHEET NAME: © 4 DOOR FLASHING SEQUENCE SHEET NO: C4 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY ONLY) C3 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY) C2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 9 RAIN SCREEN BATTENS Cl DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 10 SIDING WP-4.02 - e WP 4.02 WP 4.02 WP-4.02 VVP /SCALE: NTS ARCH REF: SCALE: NTS ARCH REF: S�.,ALE: NTS ARCH REF: SCALE: NTS ARCH REF: - --------- --- - LEAD CAP OR OPTIONAL LEAD PIPE FLASHING TURNED DOWN 24" MIN. 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR 1" PLUMBING VENT PIPE INTO SOIL STACK 1 �� - SOIL STACK) FASTEN METAL W/#10 X 1 PANCAKE _ ___ _ _ _ _ _ USE PRE-FORMED ORMED RIDGE SHINGLES FROM MANUF. (DO NOT BLOCK I.D.OF PIPE) (SOIL 12"( ) HEAD TYPE'A'SCREWS, MIN. 12 O.C. , PIPE PENETRATION; INTO PRE-PUNCHED%2"OVAL HOLES I ? F` DOUBLE HOT DIPPED EXTEND METAL FLASHING SET BASE IN MASTIC GALVANIZED NAILS W r z BEYOND PENETRATION 4 ON UNDERLAYMENT o- LAP VALLEY METAL 8"MIN.& g TYP. IN ALL DIRECTIONS FASTEN ONLY THE BOTTOM I O > _ INSTALL RIDGE SHINGLES TO SELF-SEAL.\. a ( ) \Nam, � F SET IN TWO BEADS -- - ' � -�: .. -, .- -_ .;': SELF ADHESIVE MEMBRANE J LAPPED VALLEY METAL. SEE I v� WITH UNDERLAYING RIDGE SHINGLE `=' POLYURETHANE SEALANT • �'' VALLEY METAL SECTIO B4 WP BACKER PLATE SOLDERED z 5.02 I • A OR SEALED TO RIDGE f o � ..,. ., .. ...:..: _ • METAL VALLEY FLASHING W/ .: .. ..: .-. .. : .. w d- I !II__ >: : .. FLASHING TO CLOSE GAP. i- p z / :... ,., \ COMPOSITION UNDERLAYMENT TO EXTEND - _ U _ � " ° ..., CENTER RIDGE UNDERLAYMENT; 1. :. N: ..O : I.....\ / \ ASPHALTSHINGLESONTOVALLEYMETALFLASHING -N ,� ,,, � LAYER OVER RIDGE filiP _ _ �;ET OF SELF ADHERED EXTEND UNDERYMENT o FUSHE ��/ CHALK LINES DIVERGE/$"/FT I t MEMBRANE OF SHAKE FELT IN TO TOP OF STEP w .." © DOWN THE ROOF SLOIPE ` € VALLEY ,�, .o F- .. I j o -/ FLASHING in_ J (5,i5.4- N u AP . SHINGLES I z s MIN , FROM p CENTER OF VALLEY METAL, �/' : :.:::<: ; o w w u SET EDGE IN MASTIC : : G ijI: WRND CLADDING TO RUOWN OVER• 1 CLIPPED OFF SHINGLE G ASPHALT SHINGLE SET I I � CLD END RIVETS` €VALLEY EDGE IN MASTIC , I Ap:> i STRIP OF SAM BONDED PREFABRICATED SET IN FULL STARTER SHINGLE TO BE EVEN TO SUBSTRATE V FLASHING COLLAR; '- STA MTL SAVE FLASHING PLYWOOD ' SEAL PIPE TO BED OF MASTIC 111111 illir FLANGE CONNECTION , I I .. PREFABRICATED : i: oir METAL FLASHING ` 1 I .... PIPE PENETRATION NOTE: . STORM COLLAR ASPHALT SHINGLES WHERE VALLEY MTL IS 1 1 I 1 I HIP FASTENING SIMILAR 4 UNDERLAYMENT NAILED,STRIP EDGES W/ $0$ . J MIN.4 STRIP OF S.A.M. \ CUT OFF SHINGLES AT AN , I OR WEBBING&MASTIC; ANGLE FROM EACH TAB �� —j// DO NOT NAIL WITHIN 6" METAL FLASHING WITH i. 'i/// OF CENTERLINE. STORM COLLAR /// •- if.0 SEAL FLANGE TO CUTTING RIDGE SHINGLES / /�� UNDERLAYMENT W/ FROM 3-TAB SHINGLES ///� SELF-ADHERED MEMBRANE SOIL STACK RIDGE- A4 CK PENETRATION OPEN VALLEY , A3 O ALLEY FLASHING RIDGE NON VENTED � Al RIDGE MEETS UPPER WALL WP-5.02 ��_ � �� „_ ,_ �� „ SCALE: 3 -1 -0 ARCH REF: WP-5.02 SCALE: 3 =l 0 ARCH REF: WP-5.02 SCALE: 3"=1',-0 ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER VENT PER ARCH; ROOF VENT; DOUBLE HOT DIPPED OSB ROOF SHEATHING SET BASE IN MASTIC ioillool\e°-*- GALVANIZED ROOFING NAILS .. FASTEN THROUGH UPSLOPE METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO ` EDGE UNDER END TO CREATE SECURE VENT ›......••...?": TIGHT CONNECTION PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS W.R.B .TOLAPO/ CONTINUE FLASHINGS MIN.2" TRUSS TAILS © ` ...„ . . . . .UPSLOPE WI �q� �� . . . . STEP FLASHING , 4yry SINGLE LAYER OF TOP LAPPED VALLEY METAL 4y UNDERLAYMENT SECURE TOP LAPPED VALLEY TWO e •,, ` , 2 5 mm R STRIP BEADS OF POLYURETHANE SEALANT I. ....� / I �� ... .::" x....1.2"MIN./ FASTEN ONLY THOUGH THE , I o. ., :.��: �� . DOUBLE HOT / I ``, .... ... : . , BOTTOM LAPPED VALLEY METAL. • .....I-\ ■ S ''',,,� DIPPED < SPIKE&FERRULE DO NOT NAIL EXPOSED•GALVANIZED �� :�� I O'o`c �� " NO. DATE ISSUE BOTTOM LAPPED VALLEY METAL ATTACHMENT SURFACE •_ _' ROOFING NAIL 0�� I\ ,h w'' 6"MIN. ��'. UNDERLAYMENT �� • , _• .— I µ.`�`< 1 07.27.10 FOR BID UNDERLAYMENT ? "' 08.1310 FOR PERMIT �3 09.23. 0 1 :I1J ' TYXTEOR TH 26 GA. GUTTER CLING//'J , ii 1+ NOTE: I COMPOSITION APRON FLASHING TO BE ASPHALT SHINGLES COUNTERFLASHED 3 MIN W/W.R.B. &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT B3 VALLEY METAL FLASHING SECTION CE3-3 APRON FLASHING W/KICKOUT B2 E,AVE ADJACENT TO PROPERTY LINE B1 TYPICAL VENT PENETRATION WP-5.02 SCALE: 3"=1'-0" ARCH REF: 5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 l SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: �_ I3 CU W Cn � �W W Q Et 1 o! 1 U � O 0, 1 cy) W Z o w CO 2 ...c u)1 U � 1 20 (.0 ca cn (-- FOR • CONSTRUCTION I -N\ DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 .-} PROJECT NO: 20 10.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02 , GENERAL: METAL PLATE CONNECTED TRUSSES: 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, 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 _ IT FOR THE FOLLOWING MINIMUM LOADS: CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. PLATE INSTITUTE AND SHALL BE DESIGNED FO AB ANCHOR BOLT HT HEIGHT Cr) TOP CHORD = 25 PSF LIVE LOAD ABT ABOUT IN INCH OR IN 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH INCHES S ANY WORK OR FABRICATION. = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS W 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG SAFETY REQUIRED FOR THE WORK. = 5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD TOTAL LOAD =45 PSF + SELF WEIGHT APPROX APPROXIMATE MAX MAXIMUM 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND ARCH ARCHITECTURAL MB MACHINE BOLT ® CO NET UPLIFT (WIND) = 5 PSF TEMPORARY SHORING REQUIRED FOR THE WORK. BBO BEAM BY OTHERS MECH MECHANICAL CI) M CD THE DIAGRAMS, H P DRAWINGS AND CALCULATIONS BEARIN 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS S 0 S BEARING BO BY OTHERS 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO MIN MINIMUM CO IN THE STATE OF PROJECT'S LOCATION T T N ENGINEER- F THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED H S 0 OJEC S TO THE E GI 0 THE EXTENT SHOWN. BP BASE PLATE RECORD FOR REVIEW. BLDG BUILDING NIC MISCELLANEOUS CO NIC NOT IN CONTRACT �-() HALL VERIFY ALL DIMENSIONS AND NDITI N ON DRAWIN AND IN THE FIELD. C 6. THE CONTRACTOR SHALL CONDITIONS S O GS N T IELD. COORDINATE 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE,AND METAL SEATS REQUIRED, AND SHALL BM BEAM <LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S > NO OR# NUMBER (D REPRESENTATIVE OF ANY DISCREPANCIES. DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL CENTERLINE (I) 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. Q NTS NOT TO SCALE 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL.STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF CLR CLEAR OC ON CENTERS Cr) I- 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. COL COLUMN PCF POUNDS PER CUBIC FOOT 2000 LBS.AND MINIMUM SIZE OF PLATES OF 3"X 5". w 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES & RECESSES. CONC CONCRETE PLCS LCS PLACES 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRID IN G, HANGER, BLOCKING AND WEB STIFFENE RS REQUIREMENTS CONT CONTINUOUS CONTINUITY I°" � , , R, PL PLATE DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. C CONTD CONTINUED PSF POUNDS PER SQUARE FOOT 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH z W DET �' 2. ASCE 7-08 SAWN FRAMING LUMBER: DETAIL PT PRESSURE TREATED 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 EDITION ITI AVAILABLE. GRADES: DIM DIMENSION REINF REINFORCING Cl) V DWG DRAWING REQ'D REQUIRED 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE DWL DOWEL RET W RETAINING WALL ® U Z 2x&4x BEAMS = DF-L NO. 2 ROOF(SNOW LOAD) 25 PSF z EA EACH REV REVISION FLOORS 40 PSF 6x BEAMS, POSTS DF-L NO. 1 EF EACH FACE SCHED SCHEDULE W ri: WIND 100 MPH (EXPOSURE B BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL ( ), � SHT SHEET r n SEISMIC DESIGN CATEGORY D1 SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR V W R= Ss= - EQUIP EQUIPMENT SPECS SPECIFICATIONS w R-6.5, Ss-0.942, S1-0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND&3RD FLOOR POSTS, ALIGN & POST BELOW W/POST ABOVE. S 0 S CO ETC ET CETERA FOUNDATIONS: SQ SQUARE J 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24" O.C. W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF @ 48" O.C. TYPICAL. 1. MAXIMUM DESIGN SOIL BEARING PRESSURE = 1500 PSF ASSUMED. EW EACH WAY STD STANDARD 6. WALL STUDS WITH A HEIGHT GREATER THAN 10-0 SHALL BE SPACED AT 12" O.C. 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. (E) EXISTING STIFF STIFFENER 7. POSTS AT WINDOW AND DOOR OPENINGS SHALL BE (1) 2x TRIMMER AND (1)2x KING, UNO. SHALL CONSIST CLEAN WELL-GRADED - AND AND GRAVEL, OR CRUSHED R ( ) ( ) EXIST EXISTING STL STEEL 3. STRUCTURAL FILL S CO SIST OF CLE SAND, SAND G 0 C US ROCK. 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM STRUCT STRUCTURAL RAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY 4. THE STRUCTURAL S C OOS S 0 C G C SS fc COMPRESSIVE STRENGTH 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. CO SS S NG T& B TOP& BOTTOM COMPACTED TO A DENSE, NON YIELDING STATE. OF CONCRETE, PSI 10. REFER TO DETAIL 1/S7.0 FOR TOP PLATE SPLICE CONDITION. TOC TOP OF CONCRETE CO o FCO FLOOR CLEANOUT 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95/o OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED TOS TOP STEEL STEEL 11. REFER TO DETAIL 2/S7.0 FOR FRAMING OF TYPICAL OPENING. „ FD FLOOR DRAIN TS T PROCTOR. 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 11-0" O.C. TUBE STEEL „ FDN FOUNDATION , TYP TYPICAL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. PRESSURE TREATED P.T. LUMBER: FLR FLOOR UBC U C NIF , „ „ ( ) UNIFORM BUILDING CODE 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 11-0"VERTICAL 1. MILD STEEL & UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES & HOEDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE STEPS. SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT FS FAR SIDE VERT VERTICAL 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. OF THE SILL PLATE. FT FOOT OR FEET W OR W/ WITH FTG FOOTING CONCRETE (CAST IN PLACE): 2. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. GA GAUGE 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 CO C � � N HAVE COMPRESSIVE-CYLINDER STRENGTH OF 3000 PSI. 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAS E THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE ® V N N a,HGR HANGER ., N 2. CONCRETE FORMS MIXING PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE LATEST, cri SHEATHING: HORZ HORIZONTAL a' o EDITION AND SPECIFICATIONS. HS HIGH STRENGTH Q,� : O "'1. ALL SHEATHING SHALL BE APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX.3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. x H B HI H TREN T S G S G HB LT 0 PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: _.-. ,4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. �CA �.. ^.A ROOF SHEATHING = 7/16" NOMINAL INDEX 24/16 *-'� `' o 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON A) a THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, INDEX 48/24 ' o o = _. o a., 3RD FLOOR 3/4" NOMINAL, INDEX 48/24 N � REINFORCING STEEL:TEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 2 A 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END (� ® . , F T �--r .E 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: _,.. .... 3 JOINTS SHALL BE STAGGERED. r 61 GRADE 60 FOR ALL REINFORCEMENT. •ASTM A 5 GR 0 BLOCK WALL SHEATHING WITH BLOCKING AT ALL EDGES. 3. OC S G 2x4 OC G 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. --"� 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EX POSED T O O PEN AIR R CONDITIONS. � M 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. -- SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL . �� , 4. REINFORCEMENT S C C -- O N ate, . 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT a N NAILING AND FASTENERS: ' u' `r' AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH w o ADEQUATE LAPS. 1. NAILING INDICATED ON PLANS AND DETAILS ARE"COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION .. N OF NAILS OTHER THAN COMMON IS NOT PERMITTED WITHOUT PRIOR APPROVAL. BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. „6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 2. POWER DRIVEN NAILS OTHER THAN COMMON IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL tRUCruR A) CONCRETE CAST AGAINST EARTH = 3" s At B CONCRETE EXPOSED TO EARTH OR WEATHER BE HOT-DIP GALVANIZED.) PRQ#5 AND SMALLER 1/2 IN 4. SHEATHING NAILING SHALL BE AS FOLLOWS: � G F C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER = „ � � F O A R F H THIN T 6 . AT ALL PANEL EDGES 00 S EA G 8d A 0 C � 12 320 9 SLABS, #11 BARS AND SMALLER= %" 8d AT 12 O.C. AT ALL INTERMEDIATE SUPPORTS :. _ , .. :BEAMS AND COLUMNS = 1%2"#6 AND LARGER = 2" B) FLOOR SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES 1 += :81--- 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 SPACING TO HORIZONTAL REINFORCING. OREGON .� = c/ (24" C)WALL SHEATHING BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS � 'S 8 Q' 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24 MIN.) LAPS. k Y 15,19 WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND 5. ALL BOLTED CONNECTIONS SHALL BE MADE WIT � 0 S CO O G 0 0 S 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN ALL SLABS. " _ ' LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. N J. ENS 10. REFER TO DETAILS 1/S6.0 &2/S6.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. 6. JOIST HANGERS, HOLDOWNS,AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, EXPIRES'12-31-2011 MANUFACTURED JOISTS: U.N.O. ROOF 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD 1. 00 „F 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 MANUFACTURED BY OTHERS SHALL BE SUPERVISED BY A SPECIAL INSPECTOR, AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 2. ALL BEAMS DESIGNATED "PSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: _ „ Q U 0) C.C. Fb=2 900 psi, Fv=328 psi, E=2.0 MILLION 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH o p p , PLATE AND NUT AT 4-0 O.C. MAXIMUM AND WITHIN 1 -0 OF SILL PLATE "LSL" x 3"x 3" PLATE WASHER BETWEEN SILL PL S ._ o 3. ALL BEAMS DESIGNATED LSL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. ° o - - = w w Fb-2325 psi, Fv-460 psi, E 1.55 MILLION z z 4. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER 0 U w Cij IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS w z atc o o U o 5. TRUSJO1ST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. 6. TRUSJOIST TRUSSES &JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 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: FLOOR LIVE LOAD = 40 PSF OA ROOF SNOW LOAD = 25 PSF + + NON-BEARING WALL ELEVATION VIEW co 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL ' VP UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS, AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. SHEET WHERE DRAW z Z N p 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. INDICATES HOLDDOWN ANCHOR � 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS,AND ALL OTHER TYPE AND LOCATION c O ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM - _ - cn w WITH A FINAL REPORT. - FOUNDATION/STEM WALL SECTION LETTER ° 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR CAPACITY, MOMENT CAPACITY, AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL Ak VD SCHEDULE F BUILDING SECTION SC FOR TYPE U 0 GLUE LAMINATED MEMBERS: - 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE SHEAR PANEL - SPECIFIED F ON THE DRAWINGS. <> >>�:<:< :r< :.��f>�ff:�::' SHEET WHERE DRAWN u. 24F V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SP C IED 0 WINGS ;:,::::;:::,:.:<::;,,,,.::,;:.:,;. 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SEE HOLDDOWN LE)-5 LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SCHEDULE FOR TYPE w m ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. CO 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. 0 - 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. z ^ =N Y(I' BREAK INDICATOR p_ w 0 Q F- Q. b< E d) 0 SHEET NO. o co co a. Q . , co U L S 1 N E: ca L °� JOB NO. U CEN-090 KEY NOTES 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS I N � � SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS/4 n 0 x 4/2 n @ 12" O.C. CD ® SIMPSON ACE6 0, SIMPSON LUS26 @ EA JOIST W @ SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 0 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL O ao T3 SIMPSON LGT3 G 22 SIMPSON ABA66 W/WEDGE ALL DE CD 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA CONDITIONS SHALL BE PRESSURE TREATED LUMBER Z Lo 23 W/8d NAILS @2)/, O.C. EDGES, 12" O.C.C FIELD. 8 O DIAPHRA M SHALL BE BLOCKED HATCHED AREA FRAMING AT AD JO ININ G PANEL EDGES SHALL BE (2)2x < co W/8d NAI LS 6" O.C. EDGES,S 12„ O C. FIELD MIN & SHALL BE STA GG ERED Ct.. CL 68'-0" CL of C!� ® HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA / 7 0_ 0 W U W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD 10 SIMPSON HUCQ412 16-0 16-0 - U 16 0 - Z BALLOON FRAMED WALL. PROVIDE WALL STUDS 20 0 I- @ ALIGN FLOOR JOIST WITH SHEARWALL 12" O.C. © 12 SIMPSON HUC46 (MAX NAILING) SIMPSON LTT19 W%" 0 x 6" LAG SCREWS 1" 1„ 1„ 1 -5- 5-3- 5-3- ,. 11-5- 1„ 5,_31„ �, 1'-57" 1'-101" .� 1'-101" 1- w 2 9-3 2 2 9-3 2 2 9-3 2 2 16-3 2 26 PER DETAIL 37/57.2 / / / / / / / / / 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 / / 27 SIMPSON AC6 �n 12 O 14 SIMPSON ECCQ5-6 Z V Z 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 Z ,T/ ,, EXTEND WALL SHT'G THROUGH PERPENDICULAR I I 0 W 172 --1 ALL PER DETAIL 16/S7.1 INFILL WALL AS NEEDED U L.I._ - - 14 14 LU D 1 s E so SIM r SIM SIM I : 1 El - o 56.0 I 56.0 56.0 0 ANCHORSCHEDULE o m m ® ® ® m 1 , z.c. U) 8 JL 1 ? . ) SSTB28L I- O Q U- © © p p 2 SST624 \ .. ' .. U I J I _� � � i �. o � r .I. I cp 1" 0 SSWAB HS I I �- ® I- p p L 1 O O ® 20 4 3 „ 1 20 \ n /a 0 SSWAB HS 11 50 / 0 THREADED ROD O , � N ..J s6.o � 0 U N N 4 - :-,:: ,4 N I M O C 1" 0 THREADED ROD 1 • ( 6 6 j 6 • '� I 1 4 4� 56.0 1 S6.0 6.0 S 7,-+Ci) �56.0 ;•1; , � 0 1%"" 0 THREADED ROD IE • 16 4 CONCRETE SLAB, 4 CONCRETE SLAB, • 16 4" CONCRETE SLAB, :: ::, a, E 4 CONCRETE SLAB, _ ^ o : :... DESIGN AND DETAIL DESIGN AND DETAIL DESIGN AND DETAIL � Q) � o 0 DESIGN AND DETAIL ch ETAI I� L BY OTHERS, TYP 1„ BY OTHERS, TYP 1„ BY OTHERS, TYP 1„ BY OTHERS TYP + ' �' 1 8- 1 8 4 1- oo 12 2 40 40 16 I - � g. 1 FOOTING SCHEDULE 12 12 I I I ... 56.0 6 56.0 - c.) M �, - 12 1 3-0x3-0x10 56.0 ,xN 0 ask Q.N � n � n 12" , 12 M 2 41-3"x 4'-3"x 12 W/(6)#4 BARS EACH WAY @ BOTTOIV © © I WIA0 © 56.0 © © '" w o I INSTALL FTG THEN POUR SLAB OVER \ o �; 6'-0"x 3'-0"x 15"W/(3)#4 BARS BOTTOM LONGIT, ,b. D N O © (2)#4 BARS TOP LONGIT 0 '' i 1 I ' ---, CI. I- © . 4 2'-6"x 2'-6"x 12" q (- _ UCT o /R uRq P9 \ s t 3 © 00 5 18" 0x12" o t © PROT 3 ��- F a' .. 1 56.0 I I �'�� GI NE ,f� 6 8'-0"x 3'-0"x 24"W/(3)#4 BARS BOTTOM LONGIT, �'' . �\ ��12�320 R 0� (2)#4 BARS TOP LONGIT I ',b1c J'-r �, , 7 5'-0"x 3'-6"x 12" 3 1 Ak 00 � , ti -IN S6.0 SIM ,°IN SIM S6.0 N-IN , „ 15" �n oo Lc) � OREGON = Lo ,, l 8 4'-0"x 4'-0"x 15 W/(7)#4 BARS EA WAY @ BOTTOM 1 3 ^� Q' • 6 6 SIM 6 56.0 ® �Y 15, FT LENGTH= - 1 G EN TH UNIT WIDTH 1 0 EA SIDE (UNO)x G U S U O 1 N 6.0 S 56.0 6.0 '_1 S \ E" 9 WIDTH AS SHOWN x 18" DEEP W/#5 BARS @ 12" O.C. �° BOTTOM LONGIT,#4 BARS @ 12" 0.C. TOP LONGIT EE • 17 • m \ -IN EXPIRES'12-31-2011 2'-0"x UNIT WIDTH + 1'-0" EA SIDE (UNO)x 18" DEEP 10 W/(2)#5 BARS TOP LONGIT& BOTTOM LONGIT 1 �j<zell>. 6 7 7 ::I _ 1 7 I11 3'-6"x 3'-6"x 12 I I I w 56.0 56.0 56.0 0 3 Q U can ES 3'-0"x 3'-0"x 18" 56.0 ° �I CV O .. 0 13 3'-6"x 3'-6"x 18" \ \ \ 4 o z z w 0 U � , 2 I 4 v, w I- 14 2'-0"x 2'-0"x 10° M / o 0 4 I �" \\ �- o o v o \ \ - 4 Co = Q \ o 151 8" STEM WALL W/ 15"x 8" FOOTING, UNO '� .0 N I 1 4 ® I 2 2 S6.0 -1? "I \-1 16 8" STEM WALL W/24'x 8" FOOTING, UNO \\ 4 ., 56.0 \ \ . 4 m SIN ® , 4 -IN I \ c � D 4 _8 T 00 STEM WALL W/ 12 x 8 FOOTING UNO IA O 17 , , I i I IE �- I I- _ �- ® s6.o N M 4 _ \_5_1161 4 1 0 N 18 .. r: 8 STEM O '6, I 1 S M WALL W/21 x 8 FOOTING UNO 18 • ~� I L4E, 1 12 _ • 19 6" STEM WALL W/ 12"x 8" FOOTING, UNO \ \ ° \ II -� J 20 10 STEM WALL W/FOOTING PER PLAN M D 1 p: O I w . I _ \ M I p os O 0 o p b • - U \ r,.- - w \ \ 21 41-0"x 4'-0"x 18 W/(7)#4 BARS EA WAY BOTTOM o 19 9 9 - - 1 - 56.0 - I22 6'-0"x 4'-0"x 15"W/(5)#5 LONGIT BARS &(7)#5 9 56.0 9 19 o TRANS BARS @ BOTTOM S6.0 S6.0 co I I 0 - Li_ 5'-6-1" 5'-10-" 10'-2-1 5'_61 10'-57" 8'_7-- o� / 10'-5" / 2 / 2 / 2 / / 2 / 2 / 11'-4" / �, '15-112 92 w m 16-1 16-0 4 / / / / / co 0-) 68'-0" °z ct !I / / I w w a- UNIT BM UNIT C UNIT B UNIT A ° LOT 65 LOT 66 LOT 67 LOT 68 I SHEET NO I S2 FOUNDATION PLAN A a� S2 SCALE: 114" = 1'-0" JOB N0. v CEN-090 , (1) w 0 00 = C° I Z Lo , 4_ q_ q_ _ie< cc) 0 (/) }--- ANCHOR SCHEDULE / 161-0" 161-0" 161-0" 201-0" Z Fluil II-I 0 , i„ 3„ 1„ 1,, 3„ 1, 3„ 1, 1,. 1,. 3„ 1„ „ 9-- 31-8- 9- 9- 3' - 11-5- 11-10- 11-10-" C) SSTB28L 11-5- 91-3" 91-3" „11-7-, 31-8-4 94 6 2 z 91-3" 161-3" / :5/1°4/ 7/ / / 2/ F- lij ci) c) SSTB24 rTh< ILI x--- 1--1 0 CI) 1" 0 SSWAB HS Z CI C) 3/4" 0 SSWAB HS 0 I-1 Ii IN ri-iel-1E-4 Li— r) --1 CD 74" 0 THREADED ROD ( —\ F I F I , z 14 cci c-6-) 1" 0 THREADED ROD 2 i i Li OD 1%8- 0 THREADED ROD H SSW21x7 SSW21x7 TEMPLATE W/ TEMPLATE WI ANCHOR BOLT ANCHOR BOLT PER SCHEDULE PER SCHEDULE Cl) ± 1 __I L F I-- j 1-- 4m ono -1 iso — I- --1 4 41310 4 4-1 r ////./ // ,/,( ////// - /A L. . A ,., 1 ____ _ ____ _ _i_ I ________F-L_ _i___ _ • -1 — — — L , 48. Etio gib .u. — 1- (2) 2 x SILL 1 (2) 2 x SILL PLATE 1 (2) 2 x SILL PLATE , . ''' g :' PLATE *\( 1-89).\2A177 / TOW / 189.277 .....4 c, s \L I i""4 4111.4.1":"1"" 11'111 "4•(DI 1.1 1.1 _.,.,' ,.' ll / 8-„ 1„ 2 71„ Ct 0 .;::4.14 . -.•.:. 74 4 ,, Z r■ .' ::::: ''' 5 ” \, it 21-8 ” 71" , v) ,4 21-11" 4 4 /21-11" 5i" 7 / / 7 ,, ta Ait - e9 -1 :.. . (NI --' :-.:: L!: 74 41*.a' 4 ■El■ CO I 4 4 3 ' men 21-8" 84" , v) :., // // • ismo 021 I t tr 4 PA re7r4 irF- 4 OMIOVA IV NJ ER ...; C•1 0 CP I -I 7 1 , _, Q. H (2) 2 x SILL (2) 2 x SILL Biglirre2re El 1 \,t, PROT (2) 2 x SILL PLATE 1 PLATE II, 4 I okGINE-4-4, & , PLATE 1 . k- / 12,320 te" (2) 2 x SILL 1 1 PLATE 4,.::k 44,,,.....,_. .,,,,..1 6.7,4...,,„,..-- I • ti. DR_EGON 1 V4(Y 15 OP \r 1 ' 1 EXPIRES'12-31-2011 , 1 . 1 • —1 . 1 1 1 < 0 CO CD . 1 1 , CD C) a a 1 ' / CO 1 Z L/-15..1 ilj IQ- / \ \\ (2)2 x SILL \ PLATE ' \ (2)2 x SILL - PLATE 4g0 o o o ci c \ -1 ) Li." '' \ic (2) 2 x SILL (2)2 x SILL - /- (.2)2 x SILL = - PLATE PLATE PLATE \ iMMArereir Zeiree7Aredr.tli trIttelirartrdi i, (CJ W. 0117 1 ' 1 , 1 ;4- 1,, L ---' _I 0 410 I e4- i co I 17 /drAfifiragorgew■Arreior-driormv . , 0) „eV /21 1 rA/A027/FiarrAger, / ACM r M dr a MT A . riWArArArIANIK '7'1"/IffrAitr.dvAefArA r IA 9 Blr/A/A 0 7:A A L _ _ ..,_ L 4* r H MO 'I 41O 40 410 GO z z CO i 1 CO A. 40 CO f2 0 c.) cf) w ,..... ch . ....._ I U) 0 „ 1„ 3„ 3,, 1,, 1,, 1„ 1,. 1„ -o 21-9 41-4- 51-11-4 21-8-4 / 41-5- 21-2- 41-4-2 31-5- 71-2- = 2 31-2" 41-6" 2 4 41-6" 31-2" / 21-9" 2 41-6" /11-11"/ 2 /11-11"/) = / / / / /7 / / / // / / / ///) / o LL -) „ 64 7-1 11 / a 1 3,. > 74 71" / o-u 5- 4 cx 161-0" 4 161-0" 4 161-0" 4 4 201-0" / . w I co C . L CL CL oo d ..Ta ‘-. I ..c v) UNIT BM UNIT C UNIT B UNIT A . . Lu c.) LOT 65 LOT 66 LOT 67 LOT 68 1_ -c.. a E ' TOW 189.10 TOW 189.10 TOW 189.10 TOW 188.10 a) Tv 0 SHEET NO. I Tes va -o o. A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY) co -.- ci.) - S2.1 SCALE: 1/4" = 11-0" 20 E cz a) v) JOB NO. . CEN-090 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE 1 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/ 7.0 SECURED EA T 1 g 4 x 4 S S O S 2 x 6 DECKING SECUR TO JOIS W/ 2 16d NAILS O " ( ) O (2)2 x 8 15 5/2 x 14 PSL (FLUSH BM) O (2) 2 x 6 TRIMMER (2)5237 x3.26 TRIMMER 1 ,. „ „ H M 1 O O 6x SIMPSON (2) SIMPSON D REWS x 4 12 1 2 x 6 KING 6x6 KING 1 2 0 CCQ66 18 SDS SC / Q1 /2 @ O.C. 8 4 x 6 O Z OD 1 1 O O O e (2) 2 x 10 16 5Ys x 10%2 GL (DROP BM) ® SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST ® 6 x 6 2 2 x 4 TRIMMER 2 2 x 4 TRIMMER Q ® R SHEAR WALL SCHEDULE O I O e O -� 4 SIMPSON ACE4 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 4 x 8 17 4 x 6 ® 6 x 6 DF#1 O (1) 2 x 4 KING (3) 2 x 4 KING O 20 0 � � _ � ' 2 2x4 3 2x4 SIMPSON HUC48 a ( ) J S TE: N 0 21 SIMPSQN ABA46 W/WEDGE-ALL 1/4 x 14 TS/LSL(FLUSH CO O (1)2 x 6 TRIMMER ��nn � SHEAR WALL INFORMATION @ RIM JOIST COMMENTS 04 3Ys x 9 GL 18 BM) K 2 2 x 6 O (3)2 x 6 KING V 6 SIMPSON LGT3 2 SIMPSON ABA66 W/WEDGE ALL (1) 2 x 6 TRIMMER ( ) DE CD @ JOIST OR BLK G CONDITION O O Z 1 1 2 2x 6 KING ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 5 3/ x 10/2 GL ( ) p 6 x 6 DF#1 ,� s 19 5 x 16 GL (FLUSH BM) 1 2 x 6 TRIMMER 1 J J /2"APA RATED SHTG ONE /2 x 10 AB s @ SIMPSON LTP4 e7 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O O s 2 ( ) _ L ( ) O _ CC Lo A CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ O 6 x 6 KING G 39 OC (EMBED 7 ) W/8d NAILS @ 2Y2 O.C.. EDGES, 12" O.C. FIELD. ® (3)2 x 6 , lir SIDE W/8d NAILS 6 OC 24" OC RIM JOIST SEE NOTE 1 2 23 O O 6 5 x 12 GL (DROP BM) 20 - Q Y 5Yx15GL 24 V8 „ DIAPHRAGM FRAMING AT ADJOINING PANEL EDGES SHALL BE 2 2x s GM SHALL BE BLOCKED HATCHED AREA ) EDGES & 12 OC FIELD 16d @ 6 OC TO PLATE BELOW g OC @ C ( ) O O '''' O W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE: STAGGERED Y"APA RATED SHTG ONE Y2 x 10 AB s @ SIMPSON LTP4 7 3Y2 x 14 TS/LSL ( FLUSH GIRDER TRUSSES B SIDE W/8d NAILS 4" OC 12" 10 (EMBED 7") 16" RIM JOIST SEE NOTE 1 2 3 90 HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) 21 BY OTHERS 1r 1-1 0 @ OC JO S 24 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD 12" „ EDGES& 12 OC FIELD 16d 4 OC TO PLATE BELOW O. SIMPSON HUCQ412 CK @ O 8 (2) 2 x 4 22 2 x 8 LEDGER J BALLOON FRAMED WALL. PROVIDE WALL STUDS O O Y"APA RATED SHT'G ONE /2 x 12 AB's @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL ,/7-c\ 12" O.C. o Al IF O FLOOR TRUSS BY WALL I DENTIFICATION SIDE W/8d NAILS 2 OC 12 OC (EMBED 7 ) 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 g 2 2 x 12 EACH UNIT HAS BEEN ENGINEERED @ , 5 ( ) SIMPSON LTT19 W/s 0 x 6" LAG SCREWS O OTHERS GOOD FOR EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 12 SIMPSON HUC46 (MAX NAILING) 26 23 O TO BE STRUCTURALLY INDEPENDENT r PER DETAIL 37/57.2 O W 1 „ 1 1 380 PLF WIND OF ADJACENT UNITS x 12 A s 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5/ x 2 GL (24-V8) LL. B 2/ Y"APA RATED SHTG BOTH /2 @ SIMPSON LTP4 @ O O s 2 ( ) DRAG LOAD) AL D 12" OC (EMBED 7") O ( ) HOEDOWN LOCATION SIDES W/8d NAILS 4" OC 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 27 SIMPSON AC6 @ , 14 SIMPSON ECCQ5-6 O O EDGES & 12" OC FIELD 16d 3" OC TO PLATE BELOW 11 2 x 8 @ 16" O.C. 24 4 x 10 ::.::.;:.: - � � Z @ SIMPSON H SIMPSON L BV 1.81/14 O O <' %'>% <<.f<<.'>:::<:>::::::;:'::: SHEAR WALL U Y"APA RATED SHTG BOTH Y2"x 12"AB's @ SIMPSON LTP4 @ 15 0 HUC414 28 �� 7" OC (EMBED 7") �� EXTEND WALL SHTG THROUGH PERPENDICULAR 0 2 x 6@16" 0.C. 25 6 x 12 � J © Vie SIDES W/8d NAILS 2 OC 5 OC RIM JOIST SEE NOTE 1 2 3 4 16 - BEARING WALL „ O G WALL PER DETAIL 16/S7.1 INFILL WALL AS NEEDED Q EDGES& 12 FIELD 16d 2 OC 29 G S OC ELD TO PLATE BELOW 14 L @ O FLOOR TRUSSES 26 3/"O SIMPSON SSWAB HS EA ATTACH TO TOP PLATE 13 BY OTHERS O 3)/8x 12 GL (DROP BM) Ippr 4 @ 12" NON-BEARING WALL END (EMBED 12 INTO FTG) OR HEADER W/(4) SIDS ROOF TRUSSES ..............................._............._., nn// SSW12 x 7 N/A ( L.L NA ) 14 N/A Y"x 3Y SCREWS. SEE O BY OTHERS 4 2 r: CD w NOTE 5 © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(6) SDS 33 AN (n A N/A 1 „ 1 0� ! /4 x 3/2 SCREWS. SEE 0 S7.2 00� ©m0 0�® NOTE 5. 1" Q SIMPSQN SSWAB HS @ EA ATTACH TO TOP PLATE n _ - SSW21 x 7 END (EMBED 14 INTO FTG) NiA OR HEADER W/ 12 SDS / / - '- N/A Y4"x 3Y2 SCREWS. SEE © 7 • O O • O O O © O I NOTE 5 C O O 1" SIMPSON SSWAB H EA 33 0 O S SO SS S @ ATTACH TO TOP PLATE S7.2 c' Ilk . A lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS m©O ®©� 2 mot, . 42 MP , ',-- NIA X 3 SCREWS. , .. C SSEE Y / �7.... 4 2 NOTE 5. 00 •4D4E ;; N SIM SIM SIM SIM ® o NOTES. ® e 6 ®®m V27 O 1.Y4 x 3 x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. S7 0 S7.0 S7.0 t6 S7.1 ; 4 415 1 2. 1F AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12 OF EACH WALL END. Q'�I© •r--4 <5 , o , 3. FRAMING AT ADJOINING PANEL EDGES SHALL rte. �'� G JO G G S S LL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6 0.C.AND NAILING OF I � � / _:_ � / _, �� `■i►, �..4 r---� .,; ::, �1. E _// �.i� 1 ( f I ''p•'�• �g'�• ::ii:::iF�: %:�::i:i......... '' ��Vii - �iil �..f�f�,,ss.. h'�.d.�� \_�f 1��I-�'a �� ::: :.•:L aFG :F FFF•.•::F.•:::::::::::: �j n/ -P s.I., izt 1.-:a A\-• --\� '.l ...i 5... �^ADJOINING WALL SHTG ARE TO BE STAGGERED. :: 1 \�i1//':..mot 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. Milk W €{le I 0 © Fr i �--4 • VERIFY SPACING OF ANCHOR BOLTS. 0 20 9 € © © ® © 0 C O o 0 • 4 0 c C >••• 1.. .... 7.1 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. 13 >`� A. ®0 Iir 16 0 1 6 © -- Q TYP,UNO Q A S7.0 .:,. �' �_ N7 ® Q v '8 N . Iii a N HOLDOWNSCHEDULE ® TYP UNO ° f: ° o 21 A .. N . L iur Q., HOLDOWN ATTACHMENT COMMENTS TYP, UNO® S7.1 ®TYP, UNO U C7 u © St R RAC 10 0 0 n SIM OPTIONAL . `��O rf o/� 0 NOT REQUIRED NA NA 10 ��` G�Nf ff� . ! 0 0 O 57.0 = ,,0 �\ ��12,320 R SIMPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS _ 1 Ak, lir SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK ' (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT • S7.0 (II "4:1):"''v ---FOREGON - -..,b 7:4-"------ 11"--- OA 10 i : -SIMPSON SSTBL28 ANCHOR (/" 0 THREADED ROD W/ === ,,.y r..r/.,:J„•1.:.. .. .. . ..A ' :.. -------Y: %r> '�,,�Y 15 �9 0 STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) '' ;1© „ `<>'• "C� C PROVIDE (2)#4 DOWELS C O © 4-0 3-6 N J. E�� EMBED 24%" INTO FOUNDATION/8"AT INTERIOR Q O P 2 >O O g O .� AL. s W/STANDARD HOOK ®� O ®O O licrSIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ Q O ii EXPIRES 12-31-2011 @ EA HOLDDOWN BOLT 9 9 20 SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHTG TO ': Fr EACH 2x PER DETAIL 51S6.0&SHEARWALL S7.0 9 I S7.0 "` Q f+l, SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED -- 7.� �� 0 O TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. © 21 �:' lift... 22ov w®r Q AL SIMPSQN SSTBL28 ANCHOR EMBED 24�/" INTO PROVIDE 2 #4 DOWELS ® 22 ® ® Q v o s O 2 4 SIMPSQN HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK -< o. .„ . \-- .::.::„„ :,::: , .. .., o© (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT '< w F 1 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS ® © ;, © © ® _ . , „ • •,, ,,,..,.„,".EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK = �, _ ;; 24 „� o o v a Ak WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT --OPEN- QP 57.1 SIMPSON HDU14 '/ i 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. SECURE HOLDDOWN TO 6x6, DF-LPOST W/ 4 _ • (36) SDS 1/4x2% SCREWS. 3 Y mm .. S7.0 `©..® 0 .. J. 1Ys DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS = o D W/STANDARD HOOK EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF ® c4 ® ® Alit. .., •EA HOLDDOWN BOLT 0 r 0 3 co :: SIMPSON HD19 WASHER& MASH THREADS ABOVE& BELOW NUTS. @ ::r<: A W'. �} © 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. _ f�:. f::i ' 0 3 SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA Q Q A307 BOLTS. - a 26 SIM 0 z z Q o win, 0 ° (17)- 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO 21 21 AI @0 1 z4) MY .: .... 6 SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 57.1 a O 14IF 0 0 i ` O 0 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE Q ' Q -:,:_.: ;, : 0 3 0 AL (24) 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO Q3 ' © ' O �- © �� J ©. : „ 'mil F i:::/ :r : , O 24 - 16d NAILS BOTTOM INTO DBE. STUDS z 9 � :-A'kil:::::',„SIMPSQN MST60 BM/HDR BELOW PER 11/S7.0 ¢�,( ) ((^(/ �:.v 'b'� is'�i` •'� r,�,:i: \.......:.... :.:.��:'.•.• :.: . :::f/.:i.'•: 'C �:::::::::::::::�,tt.: .i�,. i:S{::.:. 6.r.! 9 c �. .:. f f f /�r:�:f::if::i::::'::i'%.:}:.:.. �� `:y �/•�:::�':mac_ s 4 .{._+ i : F M{Lc.::::: , Q I :: -;..__:t;r f f:/.Iryi?::i i':::•':i::%':f;:::i'«: 0/ F : r :. ,, V J Q BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE v S7.0 :< . :;: j:; v i,. :; , , , - '. :; , :..,(17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO , . , � "' © ff, f, ®�� $� _ oi - f I Ak (2) SIMPSQN o © ;:. ;�.�. ,�;; 0 0 o f �''� f; f' ff' . 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 ® © �; :. O � .+ y,.> f<:::<«€;<.::..:,.. ;�;;<:.,«>::>::::f 8 MST48 EA END ;> m . :./ r ._.f ...n...;r{.,111 tl t:.'.- .n..r.. f .�.si POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE ab :.;.< r;; '- �'' ,a © `�Y':/+';:i%{•:;y.•::iif::•+/.'¢{::Y �:. / i.:....:, a` :Fi../f...fr nf....f.:rx.r.fi:r V � Y` <.:::.Lit. t - _ ;! Iw © O ,�.., ».rr.r}i ::::...�4... e�.ls,� .i. -. :::: ::Y� � O I (2) SIMPSON (24)- 16d NAILS @TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 'REMIIIWIMBIEVAAIre O ;; S7.0 0 Q' ain: , O. : `r `�.5 INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 © © + , © . \ ,+O © ® 3 m 9 MST60 EA END O et .. © •© O ® © © 26 w OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE I.._.. - © �`�0 T -_ - _- - i 0 --��- a, (42)- 16d NAILS ©TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO i,�I 9 ►; Q ® Q ► ® �� Mr o i (2) SIMP,SON ® © © _ O TY z ct _c 10 CMST12x96 EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 15 . J © ® OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE © ©0 NOTES: © 4 3 ► O 4 U 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS 6" FULL HEIGHT (TYPICAL). O O © 7 > © © Q w 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. i S o „ UNIT BM UNITC UNIT UNIT• 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 MIN. � ( Y4 ) To 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF LOT 65 LOT 66 LOT 67 LOT 66 U o BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. SHEET NO - TO 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. c3 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. o.Q 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. cu °, A MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN 53 1 I S3 SCALE: 1/4" = 11-0" � W D JOB NO. 6 CEN-090 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS O (2) 2 x 8 15 5Y2 x 14 PSL(FLUSH BM) O 4 x 4 (2) 2 x 6 TRIMMER (2)2 x 6 TRIMMER (1) > � 11 1 11 12" H O 0 SIMPSON CC 66 (2) SIMPSON SDS SCREWS x 4 12 (1)Q O. ( ) SO S /4 0 / @ O.C. 8 4 x 6 ( ) 2 x 6 KING 6 x 6 KING z O 2 (2) 2 x 10 16 5 x 101 GL(DROP BM W Ys /2 30 SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOIST O O C 6 x 6 (2)2 2 2 x 4 TRIMMER Q S HEAR WAL' SCHEDULE O O I ( ) x 4 TRIMMER N (2) MMER 4 SIMPSON ACE4 POSTS FOR HANDRAILS. REFER TO DETAIL 4 x 8 4 x 6 ® 6 x 6 DF#1 O (1) 2 x 4 KING O (3) 2 x 4 KING 20 OS S 0 S O E AIL 34/57.2 17 O O O O ® 0_ 5 SIMPSON HUC48 WEDGE-ALL a ® (2)2 x 4 (3) 2 x 4 21 SIMPSON ABA46 W/1i�EDGE-ALL J O 1 x14T (1) 2 OCR SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O O 4 3Y x 9 GL 18 /a TS/LSL (FLUSH 0 O x 6 TRIMMER SIMPSON LGT3 WEDGE O O BM) K (2 2 x 6 O (3)2 x 6 KING ® (1)2 x 6 TRIMMER ) CONDITION O 22 SIMPSON ABA66 W/1/�EDGE ALL ( ) = (C) @ JOIST ORBLKG O o z 2 2x 6 KING 1 ALL MEMBERS BE 5 3 ( ) 6 x 6 DF#1 S PERMANENTLY EXPOSED TO OPEN AIR Ys x 10Y2 GL 19 5 x 16 P y2"APA RATED SHT'G ONE Yz x 10" ABs 7 DIAPHRAGM SHALL Bf= BLOCKED AT HATCHED AREA O O Ys Y2 GL (FLUSH BM) (1) 2 x 6 TRIMMER O A @ SIMPSON LTP4 @ O CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ „ OL 6" 6x6KING 24" ( 3 2x6 , lir SIDE W/8d NAILS 6 39 OC (EMBED 7 ) W/8d NAILS ©2Y2 0. EDGES, 12 O.C. FIELD. G ( ) S OC SEE NOTE @ 24 OC RIM JOIST S 0 E 1, 2 23 6 5% x 12 GL (DROP BM) 20 5 x 15 O C.C. DIAPHRAGM SHALL BE BLOCKED HATCHED FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x s ( ) Y8 GL 24-V8 Q OC CHED AREA ( ) 0 EDGES & 12" OC FIELD 16d @ 6 OC TO PLATE BELOW ® ,� 12" BE ( ) O 0 W Y"APA RATED SHT'G ONE Y2"x 10"AB's @ SIMPSON LTP4 WI 8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD MIN & NAILS SHALL BE_STAGGERED 7 3Y2 x 14 TS/LSL ( FLUSH GIRDER TRUSSES B lir SIDE W/8d NAILS 4" OC 12" OC (EMBED 7") 16" OC RIM JOIST SEE NOTE 1 2 3 90 HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) 21 BY OTHERS V° O W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD @ 4 EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW 10 SIMPSON HUCQ412 O BALLOON FRAMED WALL. PROVIDE WALL STUDS 0 (2)2 x 4 22 2 x 8 LEDGER WALL IDENTIFICATION -I / x 12"ABs 25 y2"APA RATED SHT'G ONE z ,� @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL O 12" O.C. EACH UNIT HAS BEEN ENGINEERED Wir© SIDE W/8d NAILS 2" 12 OC (EMBED 7 ) O @ FLOOR TRUSS BY TO BE STRUCTURALLY I OC 9 OC RIM JOIST SEE NOTE 1, 2, 3, 4 (2)2 x 12 INDEPENDENT I. @ �� ' ' ' SIMPSON HUC46 NAILING) SIMPSON LTT19 W%" 0 x 6" LAG SCREWS ( ) OTHERS GOOD FOR 1 (MAX( ) EDGES& 12 OC FIELD 16d 3 OC � 26 23 OF ADJACENT UNITS T PLATE J L 1 " @„ 0 BELOW O PER DETAIL 37/57.2 380 PLF WIND a HOLDOWN LOCATION 1 / x 12"AB's 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 CI 5Y x 22/ GL (24-V8) �n APA RATED SHT'G BOTH 2 @ SIMPSON LTP4 @ O s 2 ( ) DRAG LOAD) � D11 11 lir SIDES W/8d NAILS 4" OC 12 OC (EMBED 7 ) 8" RIM JOIST SEE NOTE 1, 2, 3, 4 27 SIMPSON AC6 ( ) v V @ " OC JO ST .... HE SIMPSON ECCQ5-6 .....:;:;;,,:><;'::�;:::�:F�:•:•.......... SHEAR WALL EDGES & 12" FIELD 16d 3" OC 11 2 x 8 16" O.C. 24 4 x 10 " ''``'`''''" G S OC @ TO PLATE BELOW @ SIMPSON HUC414 28 SIMPSON LBV1.81/14 O O , 1 I, I. I � O Y2" Y2x12ABs 2 APA RATED SHT'G BOTH @ SIMPSON LTP4 @ 7") BEARING 2 x 6 16 O.C. 6 x 12 RING WALL © 2" 12 @ 25 �J 447 SIDES W/8d NAILS 2 OC 7 OC (EMBED 7 ) EXTEND WALL SHT'G THROUGH PERPENDICULAR O O © 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 LL EDGES & 12" OC FIELD 16d 2" OC TO PLATE BELOW 6 WALL PER DETAIL 16/57.1 29 INFILL WALL NEEDED < @ 0 OW O 14" FLOOR TRUSSES 1 II' II 13 26 3/ x 1 Z GL DROP BM) .._____..-.._._..__.-._..-_....................._.. it& %4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE , O BY OTHERS O s ( C{I> NON-BEARING WALL E2 CO lir SSW12 x 7 END (EMBED 12" INTO FTG) NIA OR HEADER W/(4) SDS ROOF TRUSSES „ 14 1 1 O BY OTHERS N/A x 3 SCREWS./ / S SEE 4 2 NOTES W Atk. 1 11 0 SIMPSON SSWAB HS @ EA �� ATTACH TO TOP PLATE T . Nr• SSW15 x 7 END (EMBED 14 INTO FTG) N/A OR HEADER WJ 6 SDS U) Up N/A 1 ,� 1 x 3 SCREWS./a /2 S SEE NOTE 5. 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE _ Nc Npr Ak, SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER WJ 12 SIDS \ 1 N/A 1/4"x 3Y2 SCREWS. SEE NOTE5 �_ ___..__. _._ __ ___ _mr �_ . �... __ .-----._-_, - 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE �-------�-�-�---- -�--_._..__.�-_. __.__ ..�__..__�_-_.-__ _ __.__-_.-____.____-__-_._ •+ - ^ . 4& END EMBED 14" INTO FTG '-' ( ) OR HEADER WJ 14 D 1 Nr; SSW24 x 7 N/A ( ) SDS ® 25 O cc---,1 2 N/A " 1 ® • "" X 3 SCREW , Y / S SEE a 2 25 2 NOTE 5. € o © 25 Q V N - , N 6 V 1 .,... crj 4 : , : NOTES: � ., o 6 6 O II I S 7.0 57.0 1 .. 1./4 x 3 x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. O 57.0 S7.0 1O � 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. C : © Al::; ; Q .} 1 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF 9 •�/ Q F Q Q t , ,f o .,�. ,&w. A .oF., .dh. .......... ................. .��.,.............:. .:/ ....... ......... . :..YA,,,:. • ,�9x�:.:::::::.::::::::::�,a,,'+i :::::::::•:::•:::::::.:•'•>;:<!�:�� ;��;; •:;':fi�:a;::;;�;:•;>>•�.; ,.• • ,. :•Sr::3 F»» '�' O ADJOINING WALL SHTG ARE TO BE STAGGERED. . t ,...,,,. :; . O �? 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. {© Q 1 Q C © `� ¢ VERIFY SPACING OF ANCHOR BOLTS. 0 0 0 © 0 0 C 0 00 O © O 0 0 € �..� H. 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT. hV at Q .,-0 ,". = = P4 . !. va ._ � 3•0 6 21 57.0 filt,it i::III: II:" 7 / ' , • 0 17 :.. ,x HOLDOWNSCHEDULE ::_ ,f o N E � M f. ®TYP, UNO o , :::,: f-, ' 23 1 ;:!. I HOLDOWN ATTACHMENT COMMENTS 21 7 1 S7.1 = o SIM S7.1 I ;;: .... Ak41 g Q e s.�RUCTURgC NOT REQUIRED NA NA S7.0 0 0 OPTI • P UNO PRO,e , 1 Ak SIMPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS 4-. oG c 4-4, . 0 SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK �• €'' 12,320 9 ..: I v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT °° .. \J .. , n S ,...., IMPSON SSTBL28 ANCHOR(/ 0 THREADED ROD W/ C.) "; 21 ,....: STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS O •O m O �� OREGON „) EMBED 24%" INTO FOUNDATION/8"AT INTERIOR Wi STANDARD HOOK • \ 21 1 ` 1 \ • 15, i , Allik SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ @ EA HOLDDOWN BOLT 12 ® E (:-.) J. ENS © (20) SDS/4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO •• © 0 Q 3 EACH 2x PER DETAIL 5156.0&SHEARWALL CO < , © EXPIRES 12-31-2011 SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED r 18 ' : .. J... Q 18 • O , 18 / II 2 �:. I TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. ,? OPTIONAL `€< ._. T W 2 , W U 1 AL SIMPSON SSTBL28 ANCHOR EMB EMBED 2� INTO PROVIDE (2)#4 DOWELS s O S o O w SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF L POST, MIN, W/ W/STANDARD HOOK ¢ Q �'. , , Q U ( CO � ^© (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT ... ,, :. z :: 0 W , o €. z w o 1 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS ;>::. O EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK J s`'?E�N- OI� N - O OPEN. < € z z Y WASHER&MASH THREADS ABOVE& BEL W NUTS. TYP, UNO \ ,�..y_."�-�, " - v �. m \ °�''' r O J TYP Ak 0 , .0 U S @ EA HOLDDOWN BOLT F:: ¢ Q "^ Q UNO w w F- SIMPSON HDU14 m € ' 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. ® " M € °° O ° ° U °...... ....„. SECURE HOLDDOWN TO 6x6, DF-LPOST W/ :' : - _ M.^ 21 '7):1 „..: .;j,.':f..!! 1,! 1 \ : : 0 d(36) SDS Z x 2Y2 SCREWS. :.., . I ED 01 1 DIA THREADED ROD W/STD WASHER PROVIDE (2)#4 DOWELS i, • ; ; /. .: :: , e W/(4) 16d , Ys © ; EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK e 1 _ 21 c� 21 TOE NAILS AIL WASHER&MASH THREADS ABOVE& BELOW NUTS. © EA HOLDDOWN BOLT r: _ 1 r r ; INF- SIMPSON HD19 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. I ,� __�___ ______ _•• ',"",' '` � `� EA END i:::, SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA < ' : co A307 BOLTS. ` Ak 17 - 16d NAILS TOP INTO DBE. STUDS & _. ._ . A S7.1 I - 8 S7.1 • lr z z ........ ....... (17) © WRAP AND NAIL STRAP TO , ,p e I SIMPSON MST48 (17)- 16d NAILS @BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 1 ' 0f: f o,-,- 6 4 I 6 ::. _ BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE >>: - S7.0 :.. 57.0 '> U 24 - 16d NAILS TOP INTO DBE. STUDS & WRAP AND NAIL STRAP T ±>' €< N <` ;:>:<::; rf,:{�d ::"":w70.44:-ffffy.� 4 3 Up A& { ) @ S 0 y:: 7 0 r f •::x.9 Pk 4. 1 YN : Y9 0. r%" w Nigir SIMPSON MST60 (24)- 16d NAILS BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 _€ 181€ 1€ - < ° BELOW- (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE <> , • ° ,H1 N7 0 v : 0 0 1 [ 0 • Allh, (17) 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO V '°:• %. .:� , ' (2) SIMPSONFli- - - 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 © ., 8 MST48 EA END POST CENTER TAP ON FLOOR �� 1 . -F - 0 C STRAPS S O LOOR CAVITY & 12/S7.0 IF APPLICABLE Q D ai (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO • O :.: AL 2 SIMPSON ,,,, 6 INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 __- :€ >a ,,,,, . g MST60 EA END E 30 30 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE Q CO i 57.2 57.2 • m - OPP (42) 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO w :;ate;: • • ;■; �`• Rsi, -• i- AL cs) (2) x 96" E SIMPSON INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 6 I o 10 p CMST12 x 96" EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE z t: r � 1 1 S7.0 1 1 NOTES: (-_) O O D 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). 6 a. 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS.S 0 57.0 „u 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. UNIT BM UNIT C 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF UNIT B UNIT A ° a) BEAM TO SUPPORT POST AS HOEDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. To 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. LOT 65 LOT 66 LOT 7 LOT 68 U 0 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. SHEET NO. ca . 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. co a 0_ co SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN A L I co S4 SCALE: 1/4" = 1'-0" a , D JOB N0. a CEN-090 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 -1 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2) 2 x 8 15 5%2 x 14 PSL(FLUSH BM) ® 4 x 4 (2) 2 x 6 TRIMMER Q (2)2 x 6 TRIMMER CO 2 SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS/4 0 x 4/2 @ 12" O.C. g 4 x 6 (1) 2 x 6 KING 6 x 6 KING O O 2 (2) 2 x 10 16 5Y8 x 10%2 GL DROP BM Liu O z ® SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOIST O O C 6 x 6 (2)2 x 4 TRIMMER (2) 2 x 4 TRIMMER Q • O O I { ) ER N { ) S H EAR WALL SCHEDULE SIMPSON ACE4 6 x 6 DF#1 0 1 2 x 4 KING 0 3 2 x 4 KING 'J ® 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 03 4 x 8 17 4 x 6 OD (1) { ) ® SIMPSON a ® (2)2 x 4 3 2 x 4 ® 00 SILL PLATE: CONC. O 21 SIMPSON ABA46 W/WEDGE-ALL 1 1/4 x 14 TS/LSL (FLUSH O J (3) (1)2 x 6 TRIMMER SHEAR WALL INFORMATION @ RIM JOIST COMMENTS ® 3/x 9 GL 18 O ° 2E (Cs BM) (3)2 KIN (2) 2 KING SIMPSON LGT3 K ( ) ( ) 6 22 SIMPSON ABA66 W/WEDGE ALL (1)2 x 6 TRIMMER @ JOIST OR BLK G CONDITION O O O 1 1 (2)2x 6 KING Z � 5 6x6DF#1 „ ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 3/8 x 10/2 GL P 19 5 x16 %°APA RATED SHT'G ONE Y2 x 10 AB's @ SIMPSON LTP4 O DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O O Y8 Y2 GL (FLUSH BM) L (1)2 x 6 TRIMMER O LO A @ CONDITIONS SHALL BE PRESSURE TREATED LUMBER �, „ O 6 KING 3 2 G lir SIDE WI 8d NAILS 6" OC 39 OC (EMBED 7 ) EE N W/8d NAILS @ 2Y2 O.C., EDGES, 12 O.C. FIELD. G (3) x 6 CO @ 24 OC RIM JOIST S OTE 1, 2 23 1 O ,. DIAPHRAGM SHALL BE BLOCKED HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE 2 2x 6 .5Y8 x 12 GL (DROP BM) 20 5Y x 15 GL (24-V8) EDGES& 12 OC FIELD 16d 6 OC TO PLATE BELOW 8 @ O O O 1 „ @„ O W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED 1 3 x 14 TS/LSL FLUSH GIRDER TRUSSES x10 AB / r:. 0 CI) APA RATED SHT'G ONE /2 s @ SIMPSON LTP4 7 2 { B " '� @ HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 21 ® O lir- SIDE W/8d NAILS @ 4" OC 12 OC (EMBED 7") 16" OC RIM JOIST SEE NOTE 1, 2, 3 O 4 _ BM) BY OTHERS �- „ O WI 8d NAILS 6 O.C. E=DGES, 12 O.C. FIELD EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW 10 SIMPSON HUCQ412 @ 8 (2) 2 x 4 22 2 x 8 LEDGER LL J 1 „ �� BALLOON FRAMED WALL. PROVIDE WALL STUDS O O APA RATED SHT'G ONE Y2 x 12 AB's @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 12" O.C. WALL IDENTIFICATION O EACH UNIT HAS D (EMBED ) FLOOR TRUSS BY BEEN ENGINEERED � SIDE W/8d NAILS 2" OC 12 OC EMBED 7 9 OC RIM JOIST SEE NOTE 1, 2, 3, 4 „ g (2) 2 x 12 �.®� SIMPSON LTT19 W/ 0 x 6" LAG SCREWS O TO BE STRUCTURALLY INDEPENDENT SIMPSON HUC46 NAILING) OTHERS GOOD FOR ENT EDGES& 12" OC FIELD 16d @ 3 OC TO PLATE BELOW 12 (MAX( ) 26 PER DETAIL 37/S7.2 23 r OF ADJACENT N 380 UNITS W „ 80 PLF WIND t, 1 12" STRAP ENDS OF 10 O APA RATED SHT'G BOTH /2 x 12 AB's 13 BEAM PER DETAIL 12/57.0 52 x 22Y2 GL (24 V8) @ SIMPSON LTP4 HOLDOWN f: 0 D �� SO @ O O (DRAG LOAD) 0 OWN LOCATION ,� 27 SIMPSON AC6 IT 06 lippor SIDES W/8d NAILS 4 OC 12 OC (EMBED 7") 8 OC RIM JOIST SEE NOTE 1, 2, 3, 4 O 14 SIMPSON SON ECCQS 6 EDGES & 12 OC FIELD 16d @ 3 OC TO PLATE BELOW 11 2 x 8 @ 16" O.C. 24 4 x 10 .:..... ~::: SHEAR WALL - U tt Y2"x 12"AB's 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 AI APA RATED SHT'G BOTH 2, @ 7") SIMPSON LTP4 @ 2 x 6 16" 6 x 12 12 0 C 25 SIDES W/8d NAILS 2" 7" OC (EMBED 7 ) EXTEND WALL SHT'G THROUGH PERPENDICULAR O @ O J S S W S OC 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 BEARING WALL 16 EDGES & 12" OC FIELD 16d 2" OC TO p O WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14"@ 0 LATE BELOW 14 FLOOR TRUSSES O 00 USS S W a „ 13 26 3/8x 12 GL (DROP BM) Atk / 0 SIMPSON SSWAB HS EA ATTACH TO TOP PLATE O BY OTHERS O END (EMBED 12" INTO FTG) OR HEADER W/ ROOF TRUSSES NON-BEARING WALL r m lir SSW12 x 7 ( N/q '� 1 (4)SDS 14 N/A Ya x 3/2 SCREWS. SEE O BY OTHERS Q NOTE 5 Ak w 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE :: D 1 Npr SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/ 6 D ( SDS C./) 00 N/A 1 „ /4 x 32 SCREWS. SEE NOTE 5. © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/ 12 D { ) 5 S N/A Y4"x 3Y2 SCREWS. SEE NOTE 5 • I I 44/h. 1" O SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE ,t END (EMBED 14" INTO FTG lir SSW24 x 7 ( ) N/A OR HEADER W/(14) SDS N N/A 1 "x 3 SCREWS. N 1 /4 Y2 SC S. SEE NOTE 5. o U .. N `I8 18 18 18 o NOTES: S7.1 IOW TIP vair co ::: ::::,: O 1.Y4 x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. +.., ,,, .,,. ,J .. 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. O O O O Q •r--4 . ' `a- O 1-43 1 3. FRAMIN AT ADJOININ PANEL EDGE SHALL © o i. FRAMING G EDGES S BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C. AND NAILING OF Q r Q 0 0 LO t.� '.._.� a v ..... ...................... ....:.. ..l. ..«l... ....F..:. ..n. ........nr.M..r.......r....... .. .......... r....... ....1.r. .... ........ ..t n. .. , U r. .r..r:... ............ . ._ e i ........:.r/./.....:•,.•r:::,.•:.•:::::..:•,:r:::r t•::x:>:'S i ADJOINING WALL SHT'G ARE TO BE STAGGERED. � .".; :�; O o 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. € ,� *(°� N s� VERIFY SPACING OF ANCHOR BOLTS. K © O © © 'CO © O © GO © © 2 © © .' 1 o '� to ,, - • ...,:: 5. PROVIDE (2)#4 DOWELS W/STANDARD H O Ct ® • i.-.- _,, O 0 S HOOK @ EA HOLDDOWN BOLT. • 0 0 v lo:®HOEDOWN SCHEDULE , „., P, UN N € i. , � M • 19 I . # ,r o S7.1 3 € ,: Q� HOLDOWN ATTACHMENT COMMENTS ` = > €€ -° o O <-II-- }rrrrrrrrxrrrrrrrrhi Nr F::::::::::::::::::: :::::::: , : , : ,..I A% ! .„... Ak RUCTUR , 11417 NOT REQUIRED NA NA <' 32 i I s� �� war .ii r ............ .. . ,.,SIMPSON SSTB24 ANCHOR EMBED 20/8 INTO PROVIDE#4 DOWELS r GINS O : :< I :i N0 � F�SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK € ..._Wy . P' UNO 12,320 O� v (26) 10d COMMON NAILS. EA HOLDDOWN BOLT >: ......... TYP UNO : I TYP UNO r U €'•SIMPSON SSTBL28 ANCHOR (/ 0 THREADED ROD W/ - 0 , mm iv J. 04 STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) .. 3 _ ,. € ; t!� OREGON f 7 PROVIDE (2)#4 DOWELS „�;, � ;i ■► 'S EMBED 24/8 INTO FOUNDATION/8 AT INTERIOR C"C_ Y 15 �9 AL SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ W/ •STANDARD HOOK OPTIONAL! _ `J� @ EA HOLDDOWN BOLT I © (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHTG TO EACH 2x PER DETAIL 5/S6.0&SHEARWALL W . _.W.�.�._. ..�__.�»..."..... - � :...... EXPIRES'12-31-2011 SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED �_� =-- 7 .. ■ ■ TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. : 17 r ::r...::::.,. l 57.1 ..... SIMPSON SSTBL28 ANCHOR EMBED 24%8" INTO PROVIDE (2)#4 DOWELS - 1 v = o .-":":'..•••:S7 Ak w• SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK < U 0 © (20) SDS Y4 x 3 SCREWS. EA HOLDDOWN BOLT 17 ( AI ) 4 : } • 57.1 : 1 DIA THREADED ROD W/STD WASHER PROVIDE (2)#4 DOWELS • P o @ { ) - 0 TI 0: 0 EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ::,.rl. :: w WASHER&MASH THREADS ABOVE& BELOW NUTS. v - r°`..,<._,..,.:...::.::...«::..::.......:.:....... w uw @ EA HOLDDOWN BOLT I ,... :.:...::::::::........,.:...:::.,:.,. »,::::.: 7YP @ w F- 4 Ak SIMPSON HDU14 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. 0 ........ OVER 0 0 0 SECURE HOLDDOWN TO 6x6, DF-LPOST W/ OPTIONAL FRAMING f (36) SDS Y4 x 2Y2 SCREWS. T . T �. ..... .......... m } 7 12 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS 57.0 O I � } EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ....,..,:...................::.. .............. ----- - ___- � ._. SIMPSON HD19 1 AL WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT : v 12 MIN EMBEDMENT INTO FT BE N 0 G LOW STEM WALL. j:i SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA .... : € :.:...::.:..::.....:.. 19 hIl, TY co A307 BOLTS. <> ;: -OVER ��OVER- :: 0 ;.;: 32 .. <+ (17)- 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO FRAMING alk 32 FRAMIN 57.2 '; z z , AL 6 SIMPSON MST48 (17)- 16d NAILS @BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 S7 2 €I o 7 ® :: B €0 ELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE _ 24 - 16d NAILS 57.0 q 57.0 , `` v r (24) S@ TOP INTO Q WRAP AND NAIL STRAP TO c-) $ i %3:y 2 ::,r!: Ak • r SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 �� >' `� © © © V r'""`"""" ` ` " f'}f•' �_ _ _ _ 0 Q BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE ® � � `''�IIIII 17 - 16d NAILS TOP AND BOT FOR EA STRAP INTO E <:i<:«:::>: f f ff:{ f, ► „ ;{: ( ) @ WRAP AND NAIL STRAP TO _ - co Allik (2) SIMPSON .. 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 fir; Ire d 18 NV 8 MST48 EA END • POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE 21 ('� v / S7.1 I 6i (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO © `''' Mits 00A ® (2) SIMPSON �► 0: INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 _ '_R_t f :" "4%F' t ' MST60 EA END :...,.:::.;::;:.: _ - - - '- 9 OF POST AND CENTER STRAPS ON FLOOR CAVITY - - -- - = = - - - - � & 12/57.0 IF APPLICABLE 1© - © © � " © I I m (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 0 !. s w (2) SIMPSON Y::�.:,Y,,,,,,,,,i,,. INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 "'' {`fh. co 10 CMST12x96 EA END gt o o.) OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE z CC v O v v O • NOTES: 18 18 v 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS 6" FULL HEIGHT(TYPICAL).@ ( ) 57.1 57.1 = a. 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. _ 0 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. I- Q 19 19 3 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF UNIT BM U N IT C UNIT B U 3 ° E 57.1 57.1 NITA a) BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. . o 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. LOT 65 LOT 66 LOT 67 LOT 68 0 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. SHEET NO. c� 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. 0_ 0. THIRD LEVEL SHEARWALL A & ROOF FRAMING PLAN E 55 v S5 SCALE: 1/4" = 1'-0" 5 JOB NO. . CEN-090 1 1 NOTE: NOTE: NOTE: NOTE: 1. %4"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 SC U FOR ALL HE NOTE: � SHEATHING, 1. SHEAR WALL SHT'G NOT SHOWN FOR CLARITY. 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 11 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 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 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 \ TRIMMER STUD OR ° 7 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. PLATE SECURED TOGETHER 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BAR . SILL PLA E SHALL ONLY BE TREATED W/ R ° PER PLAN SAT SBX/DOT CHEMICALS. W/ 16d NAILS @ 6" O.C. °WALL AND F TIN WALL HEATHI 00 G ARE POURED MONOLITHICALLY EX EPT T S NG C A SHEARWALL HOLDDOWN A N T i EDGE NAIL WALL S, S 0 ED IN HOLDDOWN SCHEDULE ARE FROM EA SIDE, 16d NAILS 1 SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ D. SEE PLAN WALL SHEATHING SHT'G TO EA 2x& N NOT SHOWN FOR CLARITY HEA SHEARWALL HOLDDOWNS AS NOTED IN HOLDDOWN SCHEDULE ARE STAGGER „ SEE PLAN G NAILS REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR Y2 DIA x 10"AB's @ 48" - AS SHOWN VERTICAL REINFORCING IS REQUIRED ©48 11 O.C. AS ILLUSTRATED OC &WITHIN 12 11 OF DIA x 10"AB's 48" ° H 0 OLDDOWN WHERE 2 @ 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 ALL CORNERS& 12"4 BAR BELOW. OC& 12 OF VERTICAL REINFORCING IS REQUIRED 48" O.C.AS ILLUSTRATED OPENINGS. TYP UNO IN °° APPLIES, PER PLAN HOLDDOWN WHERE ° :E © ALL CORNERS & WALL SHT'G EDGE ° `- BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED •°°° APPLIES, PER PLAN ° ° OPENINGS. TYP UNO IN • ° NAIL SPACING PER SHEAR - :: SBX/DOT CHEMICALS. 2x PT SILL PLATE ° . /-- 2x WALL FRAMING • ° r".:::•:•:. J SHEAR WALL SCHED WALL SCHEDULE%2" DIA x 10"AB's @ 48" W/Y" DIA x 10"AB's 48" °°°° @ 16" OC, TYP, U.N.O. 2x6 16" OC TYP °., ° 2 • , , rie 2x BOTTOM PLATE < OC&WITHIN 12 OF OC &WITHIN 12" OF EDGE NAILING PER ° ° SIMPSON HDQ8 ,;,,,,; \ I ALL CORNERS & ) 2x P.T. PLATE, SEE SCHED °°°° U.N.O. `+::7:` . ALL CORNERS& SHEAR WALL SCHED •,4„,,,, FOR ATTACHMENT EDGE NAILING PER PER HOLD OWN •' ° 0 OPENINGS. TYP UNO IN 41 II OPENINGS. TYP UNO IN SHEAR WALL SCHED 2x P.T. PLATE, SEE SCHED • ° ° (,L 0 I I \ ' __ / FOR ATTACHMENT SCHEDULE 2x P.T. SILL PLATE HEA 1 S R WALL SCHED _ a II SHEAR WALL SCHED ... a, (2)#4 BAR d FINISH GRADE . SLAB ON GRADE • ° II (1)#4 BAR CONT @ TOP CONT AT TOP I I I I` I --4,.• - AT ENTRY FINISH GRADE -J SIMPSON SSTB28 1 - 8 CONCRETE FACE OF \ _ d I I •.d 1 o I Ill d a � STEMWALL, UNO ON PLAN CONCRETE jam. ° / I I /� 1' ,� \ a. I I d SLAB ON GRADE �. a • . CONCRETE STEM WALL. ► _ • d z a AT GARAGE #4 BAR AS NOTED EQUAL TO FACE OF co d q _ SEE TYP © a\' d I(� �; H a .'d d /14 STEM/FTG W(...t ABOVE STUDS ABOVE d la d ° a REINFORCING DETAIL 00 N ,.yam I D I d U o °I d Z �.d - I d 4 C a I I L , I _ I <1 d d r :co ° -III I a - a a ;� RIGID R-15 INSULATION 1-H I d °a a a . d' ° \ \ (s, �- - _ Z _ SLAB ON GRADE CONCRETE STEM WALL. d Elt / // // A� °O U �° li! r' AT GARAGE 1/4 • d . ° SEE TYP STEM/FTG ° / ° - °d (� W /\ \� c� •-i REINFORCING DETAIL ° 0 /' /'/ (1)#4 BAR CONT / 0 �' d = AT BOTTOM ` `� i� `v� CONCRETE STEM WALL. .. . #4 BAR a d • • . \/\�\� SEE TYP TL �AT BOTTOM FIRM UNDISTURBED' FOOTING PER SOIL OR COMPACTED / ~/ \\\\\\\<< \ \ \ \ SOIL OR COMPACTED � � � / STRUCTURAL FILL SCHEDULE / STRUCTURAL FILL / FOOTING PER ,, FOOTING PER /\//\//\/�� SCHEDULE / \0////./\ \ SCHEDULE TYP STEM / FTG REINFORCING 1 2 TYP PARTYWALL REINFORCEMENT 3 INTERIOR FOUNDATION 4 FLOOR PERIMETER GARAGE 5 SIMPSON HDQ8 DETAIL S6.0 SCALE: 1" 1 -0 3-001-03 S6.0 SCALE: 1" 1 -0 3-005-01 S6.0 SCALE: 1" = 11-0" S6.0 SCALE: 1" = 1 -0 3-006-02 56.0 SCALE: 1" = 1'-0" 11 _ 1 11 11 _ , 11 NOTE: NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, i 1. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR N EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. o 48" .. N .---I CUT PLATES AT SSW. VERTICAL REINFORCING IS REQUIRED 48 O.C. AS ILLUSTRATED .' 11 1! 3" @ V N I! 11 3" 't�. 2. 114 x 3 x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 114 x 3 x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR REFER TO 11/56.0 FOR BELOW.VERTICAL REINFORCING MAY BE OMITTED WHEN POURED M BOLT BETWEEN SILL PLATE S P E AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. ADDITIONAL INFO MONOLYTHICALLY =' p ° 3. 4� -d P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ �- g • SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS C� TYP @ " 4J .f PORCH 4 0 SIMPSON W HEAR .� .,. SS SHEARWALLS. � � ° SLAB ON GRADE SLAB BY OTHERS - 1" CLR AIR SPACE AT GARAGE �Ic"� (2) @ SSW24 x 7 SHEARWALLS N •• ` o o cli G U �:� o �; I N S�. INCLUDING SHEET I CONCRETE STEM WALL. a a a ', a; 1 ■ROCK CONTRACTOR II II z SEE TYP STEM/FTG ° . . d • CC3 ® .... •'°°� WALL SHEATHING, _ i � REINFORCING DETAIL - " �� <`��: TO VERIFY II AS RE 'D. SEE PLAN II = Q REFER TO PARTYWALL o o a� II II • . 3 •••• cn FOUNDATION GARAGE ANCHOR BOLT '� �i�i� �iY 0 �.j?Ij?'j II 2x P.T. PLATE, SEE SCHED II a PER PLAN ` . �,DETAIL FOR INFORMATION I rssl s II FOR ATTACHMENT NOT SHOWN II - - - b�•!�!�!•► II- - I I N II( II SEE INTERIOR FOUNDATION STEM WALL BEYOND jJ•• ' (1)#4 BAR CONT @TOP-III- I - � m 2x WALL FRAMING II EDGE NAILING PER II DETAIL FOR INFORMATION - oo v ;004/704 c @ 16 OC I SHEAR WALL SCHED "'= kill am;; , NOT SHOWN. TOP REINFORCING •° !'�! r: �' .�! !!: ° I GRADE • WELL GRADED FREE o I =•./ i II 11 PER PLAN '- s._DI 14 ,I1 #4 @18O.C. W/ d . ! No ,;, •_ DRAINING GRANULAR 2. I SLAB ON GRADE 4I . II SLAB ON GRADE II I STD HOOK I BOTTOM REINFORCING • d d- ° 6" BACKFILL. NOT MORE AT GARAGE ( G GE AT GARAGE I� PER PLAN _ 6 II I ll I IL < a - c� ., THAN 5/o PA d .. PASSING 200 D d _ CT v R Bo u u c� t R I S A �' �P C 1L , 'II � � d II d d �l. : , d I SIEVE) ELP IV D D a © III- -_ d / Z 6" 0,\\ sJ< LI cm - - - - - III- v �, I D FTG PER PLAN - a Q a . . , 6 CONCRETE �c.�G%N€ , 0�• III d Il II 4 0 11 d _ - - FACE OF CONCRETE - • o .' 4 a STEMWALL � 12 320 9 FACE OF CONCRETE I - - I EQUAL TO FACE OF _ �4 a 4 '� , UJ-----!I ,� `EQUAL TO FACE OF , : STUDS ABOVE ► �� . D #4 BAR AS NOTED ' . ' RIGID R-15 STUDS ABOVE CONCRETE STEM WALL ► '� a �- ABOVE d ► .D & FOOTING PER ►� INSULATION �� / // �/ //� ► � J °- \ \ \, y<`\//\7 v t1� v OREGON�„) a • U \ \ \\ ' 1 #4 BAR CONT Y 15 19 D TYP PARTY WALL b. M �/ �/ C"C ° REINFORCEMENT DETAIL SEE TYP PARTY WALL ,° • o CENTER FOOTING BETWEEN \//\/ /, AT BOTTOM 4' J• EN'(� \ REINFORCEMENT DETAIL FOR FIRM, UNDISTURBED- STEM WALL AS SHOWN, / �d INFORMATION NOT SHOWN ® �'t D SOIL OR COMPACTED REFER TO FOUNDATION PLAN /\//\/ /i\\ \� \� \X a ° . STRUCTURAL FILL v FIRM, UNDISTURBED EXPIRES'12-31-2011 U i En FOOTING SOIL OR P 7///V\/\/ \ /\\�/ \/\\/\\/\\<\` FOOTING PER PLAN &SCHEDULE G COMPACTED / / / //\/r/ / // �/ / PER PLAN STRUCTURAL FILL \ \ \. #4 STIRRUPS 18" O.C. \//„/\ \ SCHEDULE U 7 SLAB INSULATION DETAIL AT PARTYWALL < U PARTYWALL 6 FOUNDATION GARAGE FOOTING DETAIL 9 TYPICAL PORCH PERIMETER S6.0 SCALE: 1 = 1 -0 0 56.0 SCALE: 1" = 1-0" S6.0 SCALE: 1" = 1-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 o z °w v � w Iw- w _ Q NOTE: NOTE: ° ° U ° 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, • 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 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. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS TYP @ 1 %2" CLR SIMPSON SSW SHEARWALLS. N co (2) @ SSW24 x 7 SHEARWALLS ° ° o z '� FINISHED GRADE •°•° I SLAB ON GRADE a °°°° o_ AT GARAGE G G ° ° p REFER TO PARTYWALL I a �\ a - D ° ° -CONCRETE STEM WALL. U LLJ FOUNDATION @ GARAGE I 1" CLR AIR SPACE . . a . . o ° ° - a o. SEE TYP STEM/FTG 1 DETAIL FOR INFORMATION I INCLUDING SHEET -III- - I ° - _ NOT SHOWN I ROCK CONTRACTOR _ -1 1 I I REINFORCING DETAIL TO VERIFY -III - III it SLAB ON GRADE @ ENTRY co I SLAB ON GRADE _ I , CONCRETE STEM WALL. SLAB ON GRADE \ �` ., D • _ AT GARAGE MT #4 18 O.C. W/ '. SEE TYP STEM/FTG = •. . ' III " AT GARAGE -sot_ a-,. @ LI ' .41 .II 48" MAX o STD HOOK REINFORCING DETAIL �; I I I CONTRACTOR v . c ° ° a TOP REINFORCING d ° d. 7 a� TO VERIFY d • PER PLAN ° �� o D II k ► w 1- -I I `�' SLAB ON GRADE '•'� I I . a #4 STIRRUPS „ I 111- ' #4 18 O.C. W/ -III AT GARAGE FTG PER PLAN v a @ STD HOOK .4 RIGID R-15 INSULATION z d'I - ° d © a 18 O.Cr. a d j to - d ► • • . a 4 °' TOP REINFORCING a ° d a 4 BOTTOM REINFORCING d ° PER PLAN U . 11- -III a . PER PLAN a G w < . I I- \ � ./ ,� 1. SEE TYP PARTY WALL / / FTG PER PLAN a ° FIRM, UNDISTURBED ��\ \\ a REINFORCEMENT DETAIL FOR d a) ° d #4 STIRRUPS a SOIL OR COMPACTED . . ° - INFORMATION NOT SHOWN � c� FOOTING PER PLAN & SCHEDULE •. </ • i►�,,, -•- v a 4 �, STRUCTURAL FILL @ 18" O.C. o b° SHEET NO. J \� BOTTOM REINFORCING i /\ \ \ \ FIRM, UNDISTURBED \, PER P Q /// // //,/ /\\j\\ PLAN -1-2 \/\/\/ SOIL OR COMPACTED />//>/ STRUCTURAL FILL FOOTING PER PLAN &SCHEDULE S6 . 0 I E 10 PARTYWALL STEP FDN © GARAGE 11 FOOTING DETAIL • 12 INTERIOR FOOOTING DETAIL v; S6.0 SCALE: 1" = 11-0" 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 8" 3. PLACE FACE GRAIN OF PLYWOOD HORIZONTAL. 0 3. 10d a0 8 O.C. STAGGERED EDGE NAILING, SILL PLATE NAILING,AND CLIPS. TOP PLATE. SEE TOP HEADER 4. SOLE PLATE (1) 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2) 2x8 NAIL LAMINATED 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR " 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 tt REFER TO SCHEDULE f f REFER TO SCHEDULE f PLANS CONTINUOUS WALL SHT'G 6. KING STUD 2x WALL FRAMING' PER PLAN FROM DBL TOP 11 © 7. TRIMMER. PLATE TO RIM JOIST, DO NOT 16 O.C. 0 EDGE NAILING REQUIRED . �� Q PLACE SHT'G JOINT BOTTOM 4'-0" MINIMUM ALONG HOEDOWN POSTS - - 7-- 2x STUDS 8. CRIPPLE STUD PLATE OF WALL OR TOP PLATE SILL PLATE NAILING CJ) / AND DOUBLE S / OU TOP PLATE © 16" OC 9. (4) 16d EACH END '� PER SHEAR WALL SCHEDULE TYP FLOOR SHEATHING 11 0 rPERPLANSAND < 16d @ 16 16d @ 4" O.C. O.C. -TYP AT SPLICE SOLID BLOCKING ALONG GENERAL NOTES I-- PANEL EDGES PER _ - 0 WALL SHT'G 'i > LLI 0 Q © JOINT W/EDGE II.;�_, . _._, . SHEAR WALL SCHEDULE (2) 2x I-. AT ALL UNSUPPRTED EDGES SILL NAILING EA SIDE II� 1 11 U i •, ALONG RIM (OR RIBBON) u 2x OR 3x PT SILL PLATE , ONLY II \� Q W/ANCHOR BOLTS II SEE PLAN AND SHEARWALL II D W SCHEDULE i FOUNDATION 1 Y4"TS/LSL Ij t T t t t PER DETAIL g ' TBBON ii v II H ° e d d e d° . 0 D C) �,. u. a rr AS RIM F 4 II 0 4 A 11 4 A 0 II 4 ° C: r: OR TRUSS PER PLAN a e /��jj ° ` ° e .° ° Q CONTINUOUS DOUBLE U) TOP PLATE. SEE TOP 2x WALL FRAMING Illr HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL PLATE SPLICE DETAIL. 16 O.C. @ 6" OF EACH END OF SHEARWALL, U.N.O. SCHEDULE. SEE SHEARWALL PLAN, TYP 2x STUDS © 16" O.C. OR WHEN NO HOLDDOWN IS REQUIRED. SEE SHEARWALL PLAN I VJ 1 TOP PLATE SPLICE 2 TYPICAL STUD & SHEAR WALL ELEVATION - 1 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER S7.0 SCALE: 1" V-0" 6-038-01 S7.0 6-005-01 S7.0 SCALE: NTS SCALE: NTS 6-013-01 S7.0 SCALE: 1" = 1'-0" 6-001-06 NOTES: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: NOTE: ;.: o _. ® U t- N EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 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, ry 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. Q o HEADERS FLOOR SHEATHING _' b FLOOR SHEATHING �--� � , ,: � PER PLANS AND PER PLANS AND Q� ., `J\ GENERAL NOTES GENERAL NOTES . ;. .0:E 2x WALL FRAMING © V CONTINUOUS WALL SHT'G 2x WALL FRAMING © w o 11 „ o V 16 O.C. 16 O.C. o s� WALL SHEATHING,AS REQ D PER PLAN FROM DBL TOP 11 . " N I 8d 4 PLATE TO RIM JOIST, DO NOT ffl 8d 4 © OC � � ..._ SILL PLATE NAILING PLACE SHT'G JOINT BOTTOM SILL PLATE NAILING ® B FLOOR v� 00 TRUSS 3 PLATE OF WALL OR TOP PLATE 1 /4x14 LSL 3 GOOD FOR 380 PLF FLOOR SHEATHING CONTINUOUS DBL 1%TS/LSL FLOOR SHEATHING BLOCKING ; WIND LOAD RIM JOIST ALONG M PER PLANS AND PER PLANS AND GENERAL NOTES LENGTH OF OPENING. GENERAL NOTES - �� EXTEND 2'-0" BEYOND WALL SHT'G ROOF SHEATHING FLOOR TRUSS PER PLAN FLOOR TRUSS .,._.i.,:. ; o N N 2 x 6 CONTINUOUS PER PLAN ; o STAIR OPENING @ EA. END JOINT W/EDGE ►iA __ ___ PER PLANS AND NAILER W/(2) 16d W cD VI Y NAILING EA SIDE AT = ----\ -\-- ---- - - v� ► GENERAL NOTES EACH TRUSS .-... WALL SHT'G RIM (OR GABLE TRUSS) ail JOINT W/EDGE _ _ N O In ONLY I 8d @ 6" OC •� NAILING EA SIDE a 1 %TS/LSL 111 RIM JOIST OR II RUCTU II =__-. - �� g� RAC i 1 GABLE TRUSS II ,iai. -_---- PROT 3‘,\\(2) 16dT 1 ;41111 tilliiiiiiiiiiiiii. ,....- TOE- G F O � N F O 11 / � V NAILS @ 6 OC k 12,320 7,1"AIR GAP ��I SIMPSON LTP4 CLIP BLOCKING ONE BAY I LHIL CONTINUOUS DOUBLE PER PLAN Y; � ;,TOP PLATE. DO NOT ROOF SHEATHING TO MAY FILL WITH @ 4 O.C. TO EACH BLOCKING 1 CONTINUOUS DOUBLE /4 x 14 TS/LSL BLOCKING tl� ORE:::::::. SPLICE FOR 2'-0" (ONE BAY) @ 48" OC TRUSS OR RAFTER CONTINUE BELOW ALL SHT G CONTINUOUS DOUBLE MEMBER(AS SHOWN) Gl Y 1TOP PLATE. SEE TOP OVER-FRAMING BEYOND STAIR W/ 10d NAILS 4" OC SEE PLAN EDGE NAILING TOP PLATE.E. SEE TOP C"C 1 AIR GAP OPENING EA. END PLATE SPLICE DETAIL. G ABOVE �/ J. ENS @ TO EACH BLOCKING 1 PLATE SPLICE DETAIL. SHT'G. CONTINUOUS DOUBLE G FILL WITH MEMBER (AS SHOWN) SHT'G TOP PLATE. SEE TOP 2x WALL FRAMING @ EXPIRES 12-31-2011 \ SIMPSON A34 CLIP WALL SHEATHING PLATE SPLICE DETAIL. 2x WALL FRAMING G 2x WALL F O C. FRAMING @ 16" EA. BLOCK EDGE NAILING @ 16 O.C. @ 16" O.C. 2x WALL FRAMING @ WALL SHEATHING �- 16" O.C. Q -, N < 0 to o 5 PARTY WALL @ LOWER STAIRS 6 FLOOR PERIMETER 7 OVER-FRAMING DETAIL INTERIOR SHEAR WALL INTERIOR SHEAR WALL - i- 8 9 0 S7.0 S7.0 SCALE: 1" = 1'-0" 6-002-06 S7.0 SCALE: 1"=11-0" 6-030-01 S7.0 SCALE: 1" = 1'-0" 6-009-08 S7.0 SCALE: 1" = 1'-0" 6-009-08 z z ,0 0 w 0 Q 0 0 NOTES:. 1p 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION 11 NOT SHOWN. D OFFSET EA STRAP TO 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL 0 ATTACH ON OPPOSITE SHT'G, WHICH HAS NOT BEEN SHOWN FOR CLARITY. ' IIi SIDES OF POST AS HOLDOWN POST ICI/_ SHOWN PER SCHEDULE - SILL PLATE NAILING Ir z 6X6 POST AT EACH I END OF SHEAR - BOTTOM PLATE SIMPSON STRAP II I WALL, z z ALL SEE PLANS AND 2x WALL FRAMING PER POST OR DOUBLE STUDS I O BEAM PER PLAN 16" SCHEDULE, . - SHEAR WALL SCHEDULE i- @ 16 OC AT EACH END OF SHEAR o_ CENTER ON RIM - FLOOR SHEATHING - WALL, SEE PLANS AND PLAN VIEW . E 0 / / JOIST '�° PER PLANS AND I TOP NAILING U (2) SIMPSON STRAPS 2x PLATE, SEE : cn ( ) WALL SHEATHING , S SCHED SHEAR WALL SCHEDULE PER PLAN, (1) ON EA FOR SILL PLATE GENERAL NOTES Q a. e PER SHEAR WALL o I ----/( ) PER SHEARWALL NAILING O - (6)8d @ 3" OC car- ! I SCHEDULE Q 1 SIDE O F BEAM PLANS � �Ir n I �I w E S & SCHEDULE __________ D O 6 1 • c� t- NOTCH SHT G ° . • s e . . w RIM JOIST FOR STRAP � AP s . e • � e e ° e AT BLOCKING ONLY i► • 4 SIMPSON STRAP ?,.. ► - LL: SEE SCHEDULE FLOOR SHEATHING 0. • • oe CONTINUOUS DOUBLE U 11, N PER PLAN AND GENERAL • •o, TOP PLATE. SEE TOP 5 cu p NOTES • / PLATE SPLICE DETAIL. U DOUBLE TOP PLATE I BEYOND STRAP . Emit 0. . io co 11111%VAllighL A . •.. •N _: ,_ BEAM SEE PLAN ° i• N �� _ .�e .� - MATCH SIMPSON NOTE: O o rx NOTE: E �I II . °m° . STRAP FROM ABOVE, SEE TYPICAL FRAMING - SEE TYPICAL FRAMING z U CENTER ON SIDE OF DETAILS FOR ADDITIONAL \ . DETAILS FOR KING STUD :.y e ZONAL 0 ADDITIONAL GS U NAIL II .: `...: : BEAM & FILLALL w LAMINATE TO POST :...r. •o° -..: J INFORMATION INFORMATION /_ NAIL HOLES W/SIZE < • II J a i w Q POSTLE, TYP.PER W/(2) 16d @ 12 OC D• . • . OF NAIL CALLED OUT c3 MATCH AND ALIGN W/ Q O BOTTOM NAILING Q w • G E o SIZE TO MATCH POST IN THE HOEDOWN .. � PER SHEAR WALL • e STUDS OR POST ABOVE O , AND BEAM, • SCHEDULE SCHEDULE M, UNO. • ° UNLESS OTHERWISE .-° I \o Ta �\ FLOOR TRUSS OR 'm. NOTED, SEE PLANS AND .. SHEET NO / BLOCKING, SEE • • SHEAR WALL SCHEDULE \ FRAMING PLAN WRAP STRAP - MATCH AND ALIGN W/ AROUND cu MATCH HOEDOWN POST SIMPSON HOLDDOWN f- OU BEAM AS POST ABOVE UNLESS STRAP SEE PLANS SIMPSON HOLDDOWN 1 S FROM ABOVE STRAP, (1) ON EA SIDE, REQ'D, SECURE EA END OF &SHEAR WALL SCHED. , ( ) Q OTHERWISE NOTED, a� S7• 0 ca BEAM WITH MATCHING BEAM PER PLAN SEE PLANS AND SEE PLANS&SHEAR SIMPSON STRAP WALL SCHED. SHEAR WALL SCHEDULE SHEARWALL 11 SH EA RWALL STRAP TO BEAM STRAP TO BEAM HOLDDOWN ca STRAP DETAIL 10 45 12 13 14 D S7.0 SCALE: 1" = 11-0" 6-016-02 S7.0 SCALE: 1" = 1'-0" 6-017-01 S7.0 SCALE: NTS 6-017-08 S7.0 SCALE: 1" = 1'-0" 6-022-01 S7.0 SCALE: NTS 6-022-03 JOB NO. U, CEN-090 NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC Cf) 2x4 FLAT (1) SIMPSON RBC 2x6 BLOCKING @ 32" OC CLIP EACH BAY. @ BRACE. FASTEN 8d @ 6" OC �' NOT REQ'D SHT'G OF WALL LENGTH II @ SHT G TO BLOCK TYPICAL, UNO / I 4" SEE PLAN / SHT'G PER ROOF SHEATHING PER VENTED/SCREENED W/8d @ 4 O.C. II SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. 8d @ 6" OC CO SCHEDULE NOTES 6" MAX FROM END � J II (2) 16d PER OF WALL, TYP, U.N.O. HI �� -� •�■�� / / �� 8d NAILS @ 6" O.C. �� I `�X��II �,I II CONNECTION (EDGE NAILING) % x �'` 11 % I° (2) ROWS OF 16d NAILS ROOF SHEATHING ( ) 1 DBL STUDS �, , 0 2x8 BARGE w I SPACE PER EDGE NAILING EDGE NAILIN��AT EA END UN 2x2 TRIM 0 F.-- 0 EACH SIDE OIF RIDGE z IN SHEARWALL SCHEDULE i SEE SHEARWALL 1 ° \ F 8d @ 6" OC UNO, SEE I '�% :r, , 1 MIN. SCHEDULE \)/,\ @ o I ♦,r•� -i Se I i ® PLYWOOD SHTG WITHIN /� �•� SHEAR WALL SCHED I I 1 FROM ROM TRUSS OR I SHEATHING PER NOT H RAFTER EDGE MANUFACTURED C RAFTER OR i _ TRUSS FOR i► I � PLAN & SCHEDULE -�- HOLDDOWN TYP rr � MANUFACTURED -' 1 PERPENDICULAR i TRUSS OR RAFTER VENTED BIRD BLOCKING RAFTERS @ 24" O.C. V FIELD NAILING PER � ALLOWED @ A MIN. 48" C) __ II WALL i 2 x 6 BRACE @ 48 OC SHEAR WALL SCHEDULE -_ - _ �� \ OF EVERY 3RD BAY SIMPSON H2.5 CLIP W/(4) 16d NAILS TO BLOCK _!�, c, r2 Ct @ EACH MEMBER, TYP =.-.-c! SHEATHING PER SHEARWALL EDGE NAILING UNO ON FRAMING PLAN SIMPSON A35 CLIP I PLAN &SCHEDULE EDGE NAILING PER PLAN I ING (f) W AND SCHEDULE EACH BRACE I (2) ROWS OF EDGE NAILING WALL SHEATHING CONTINUOUS DOUBLE I PER SHEAR WALL SCHEDULE HOLDDOWN CONTINUOUS DOUBLE TOP PLATE. SEE TOP I INTO HOLDOWN POST, TYPICAL PER PLAN & TOP PLATE. SEE TOP PLATE SPLICE DETAIL. SCHEDULE PLATE SPLICE DETAIL. 2x WALL FRAMING @ vJ 15 HOLDDOWN DETAIL HOLDDOWN DETAIL 17 RIDGE DETAIL ROOF PERIMETER 16" O.G. TYP, U.N.O. R OOF DETAIL AT RAKE 18 19 S7.1 SCALE: NTS 6-023-01 SCALE: NTS 6-023-01 S7.1 SCALE: 1" = 1'-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. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. -- SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, f- N S EATHIN 1. SEE SHEARWALL G .--. S S RWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: � o �' EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. '' > EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, ® N 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR M 0 OOR HEADERS PROVIDE SOLID 1" CLR AIR 2. 0 SO BEARING UNDER ALL POSTS & �i _ 2. PROVIDE SOLID BEARING UNDER ALL POSTS & HEADERS C SPACE S WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. � �- �;' a' o 1" L INCLUDING SHEET `r' CLR AIR SPACE 1 CLR AIR SPACE 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS& ;.. "E X ROCK CONTRACTOR S WINDOW/DOOR HEADERS INCLUDING SHEET INCLUDING SHEET CTOR INCLUDING SHEET ,: ..` } .r. ROCK CONTRACTOR TO VERIFY 1" CLR AIR SPACE '''� � � ROCK CONTRACTOR ROCK CONTRACTOR p� � WALL SHTG, AS REQ'D WALL SHTG,AS WALL SHT'G,AS REQ'D INCLUDING SHEET I) ' a) '. a B TO VERIFY TO VERIFY , 2x WALL FRAMING @ TO VERIFY ;:: o 0 2x WALL FRAMING al, 11 REQ'D 16" O.C. I ROCK CONTRACTOR C� ;;r o K WALL SHEATHING AS REQ D � - N S�, ' TO VERIFY ;. :.< @ 16" O.C. I SILL PLATE NAILING I SILL PLATE SILL PLATE NAILING NAILING I 2x WALL FRAMING I G SILL PLATE NAILING 2x WALL FRAMING ` I Ct ® `` CONTINUOUS 14 I EDGE NAILING @ 16" O.C. I EDGE NAILING II @ 16" O.C. I EDGE NAILING - TS/LSL RIM JOIST I FLOOR SHEATHING I FLOOR SHEATHING FLOOR SHEATHING CONTINUOUS DBL 1%4 TS/LSL 1 Y TS/LSL I FLOOR SHEATHING REFER TO DETAIL ' '= 20/S7.1 FOR STAIR % v, 1 %4 TS/LSL RIM JOIST ALONG a I PER PLANS AND I PER PLANS AND I PER PLANS AND PER PLANS AND CONTINUOUS FRAMING THIS SIDE RIM JOIST L BLOCKING PER GENERAL NOTES 0■1_ ENGTH OF OPENING. I f.) tp: OC G I GENERAL NOTES GENER AL NOTES .- ■ GENERAL NOTES ,� RIM JOIST x N DETAIL 6/ 7.0 I �i�! I EXTEND 2'-0" BEYOND - -�I OF WALL o �,, :-.=L-7_....-=-,_=,,===_,r_=.= _r_:. `:�°v. .. �, .��' - - _� J M _„ k STAIR OPENING @ EA. END ��,,,_. _�''� I Y J� -�t �-WBKI A ► ,;'�I� 2) 4x 14 I JOI�� BCG NAILG EIDE.,. RSE--I , , it '-- sucRq N! ! 1 Ifil:A. \ /I . M STAGGERED I PROff II ►t ►III �� E ' GINS,, _ I REFER TO DETAIL i I ►� (2) 2x BLOCKING I -(2) 16d TOE- LOCKING AT TRUSSES; ►� 111 2 1 x14 TS/LSL O ►� O 22/S7.1 FOR STAIR �, , �' (2) /a FLOOR TRUSS PER PLAN NAILS 6 BLOCKING PER DETAIL 6/57.0 12,320 (2) 1 x14T TS/LSL OC /4 S S BLOCKING BETWEEN ,I @ BLOCKING BETWEEN FLOOR TRUSS II FRAMING THIS SIDE /11 TRUSSES W/ 16d NAILS 12 S OC . FLOOR TRUSS � � � � BLOCKS W/ 16d NAILS PER PLAN (2)2x BLOCKING AT TRUSSES; II (2) IZ x14 TS/LSL OF WALL STAGGERED CONTINUOUS DOUBLE PER PLAN BLOCKING BETWEEN `' .A�1 .. 12 O.C. STAGGERED I *' @ (2) 1 Z x 14 TS/LSL BLOCKING BETWEEN FLOOR TRUSS PER PLAN TOP PLATE. DO NOT TRUSSES W/ 16d NAILS 12" O.C. li BLOCKS SIMPSON LTP4 CLIP t1A v OREGON ,y Z SPLICE FOR 2'-0" �2 $ 9 PER SHEARWALL Y 1 EDGE NAILING STAGGERED II SIMPSON LTP4 CLIP Nr 15 BEYOND STAIR Il SCHEDULE Ii SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP OPENING @ EA. END PER SHEARWALL N J, ENS II PER SHEARWALL PER SHEARWALL SCHEDULE 2x WALL FRAMING @ I SCHEDULE 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ EDGE NAILING EXPIRES 12-31-2011 16" O.C. 16„ ,� ��II WALL SHTG, AS REQ'D O C 16 O.C. 2x WALL FRAMING @ / 16" O.C. WALL SHT'G,AS REQ D WALL SHT'G, AS REQ'D () Tc 1-1-1 o Q U un i 20 PARTY WALL FLOOR DETAIL 21 PARTY WALL FLOOR DETAIL PARTY WALL LOWER STAIRS 23 PARTY WALL FLOOR DETAIL 22 24 PARTY WALL FLOOR DETAIL o S7.1 SCALE: 1" = 1'-0" 6-003-05 = S7.1 SCALE: 1" = 1'-0" 6-003-05 °w o S7.1 SCALE: 1" - 1 -0 6-003-05 S7.1 S7.1 SCALE: 1" = 1'-0" 6-003-05 z z C9 U w w w ~ 0 0 = Q U a 2x WALL WALL SHT'G TRUSSES PER PLAN FRAMING (2) STRAPS SIMPSON ST18 EA END © 16" O.C. (4) STRAPS TOTAL PER FRAME SHEAR WALL '1� 2x WALL FRAMING Ai ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG II @ 16" O.C. PER PLAN ROOF TRUSS W/ 16D II 2 x WALL FRAMING NAILS @ 4" O.C. 1 1 1 I I 1 I 1 I 1 t 1 I FLOOR SHT'G II=_ ___ _ (2) 10d NAILS @ 16" O.C. FLOOR SHT'G BLOCKING PER PLAN & II SILL PLATE& I. . . . . . . . . . . , . ii�11► DI @ 4 O.C. PER 6/S7.0 II 1 14 ►; N N ►1 ►I N ►� ►1 N ►1 ►1 ►; N 1 PER PLAN AND - - �� II STAGGER ROWS II GENERAL NOTES II NAILING PER PLAN 1 i I FLOOR FLOOR SHTG 00 SHT G GENERAL NOTES IP/ II II PER II zo z PER PLAN AND : 2x WALL FRAMING BEAM PER PLAN ,� PLAN & FLOOR TRUSSES II 10d COMMONS p WALL SHTG �_ FLOOR TRUSS �• GENERAL NOTES II @ 16 O.C. ENERAL NOTES PER PLAN ,II °- 2 O.C. ��. @ II 0 O PER PLAN -- 0 LAN II - -11 ALONG TRUSS SILL PLATE I / CONT HEADER, I " BEAM PER FLOOR TRUSS - PLAN w I WALL SHTG. DO _ i ;II SEE FRAMING PLAN _ -_ .t ROOF TRUSS PER PLAN II NOT PLACE JOINT „ „ ='- --�-5:5- _ '-_ �� " - I WALL SHTG. DO I 4x4 MINIMUM EASIDE CAPABLE OF �1.JII @BOTTOM .. II �"I • ��. NOT PLACE JOINT TRANSFERING .. N FERIN .__.. -I PLATE OF WALL - >I co TYP, UNO ON PLAN I f'" II @ BOTTOM /` D 625 PLF I :::::: ;:2 a ED GE a' M 4 I4 :::._,..._III 4 x 4 SHIM 2 PAEL ITH _ II�TH �� _�,, ,_:' '.;..e.�l ui / / 1 BL KIN / Ii'cB Az ■ 6/S7.0 EAM PER � �="B PLAN _o HOLDDOWN n CLIP@ 10 O.C. I ►.a._ I) r N HANGERS BY TRUSS MNF �II �i j - X11 DBL TOP II - DBL TOP w co SEE PLAN 'I HEADER PER PLAN �1 -ii, PLATE '� I PLATE �, SILL PER (2) 10d NAILS m I FLOOR TRUSS BLOCKING OC ING 48 O � �I SCHEDULE @ _ I (N/A AT SIM) SHTG JOINT PLAN (3) SIMPSON o f O.C. W/10d T PER JOIST OE NAILS CON DO NOT PLACE HGA10 CLIPS I /ft INTO TRUSS BOTTOM TOP PLATE DBL TOP LTP4 CLIP ALONG (3) SIMPSON PER WALL I S HGA10 CLIPS (6) @ 24"WALL 10d COMMONS PLATE THIS JOINT) � �i � l� \ ai 1► - CHORD I �� a- lb° Il 0 z d► Il @ 2 O.C. PER WALL Lu Q 't z 11 ■ FOUNDATION PER �' I N/A AT SIM (3) SIMPSON SIMPSON BEAM PER PLAN Q � PLAN - a SHEAR WALL I HGA10 CLIPS (6) @ 24"WALL STRONG WALL 0 a N ao S EDGE NAILING PER WALL SIMPSON NON BEARING WALL PER PLAN / ti Y a. �' I I' WALL SHT'G (2) @ 12"WALL STRONG WALL G L ` o / PER PLAN (1)#4 MIN UNO U O SIMPSON SHEET NO. �-' EE H LD STRONG WALL cu SEE O DOWN POST PER PLAN I SCHEDULE PER PLAN S 70 1 co 1 FRONTGARAGEDETAIL 25 26 27 a) 28 29 S7.1 SCALE: NTS 6-035-01 57.1 SCALE: 1" = 1'-0"' 57.1 SCALE: 1" = 1'-0" 57.1 SCALE: 1" = 1'-0" 57.1 SCALE: 1" = 1-O" JOB NO. U, CEN-090 SIMPSON ROOF TRUSSES BY OTHERS ' 00 BEAM PER PLAN NOTE: NOTE: NOTE: _ H2.5 EA TRUSS ,/ SHT'G TO EXTEND TO 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING p�� —� DBL PLATE AT END WALLS 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. `� 8d 6" OC EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. •o• 9' j SIMPSON . 0 0 0' 1'-4" 4'-0" O.C. MAX A35 @ 6x6 POST 2x BLOCKING SHAPED SEE RAIL DETAIL / Cif) 2x6 FLAT i . BLOCKING W/ • DRAG TRUSS BY OTHERS TO FOR CONNECTIONS W •\ SIMPSON ST22 (2) 16d ©4" OC ALIGN W/INSIDE FACE OF PARTY • ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN-PLANE \__ _.>-< WING WALL TO WRAP WAL AR H II 8d NAILS 6" O.C., LATERAL FORCE TRANSFER FROM WRAP S HEAR L SHEATHING @ TOP CHORD BOTTOM H R DBL TOP TYP ALONG DRAG O C O O CHORD D MUST EXTEND DOWN TO 0 G .. AROUND 3 SIDES OF 6x6 0 POST OST PLATE I TRUSSES „ POST(BEYOND) BOTTOM OF BEAM I _-_ ___ _ __ _ �4 0 O.C. MAX 4x4 POST (1) SIMPSON RBC 314 0 C t ) I I VI &WITHIN 16 OF ®l , . 1J \/ 1 BELOW_I o - 11 ,,II CLIP EACH BAY. -wii A /Y /yl EA CORNER OF TYP IMMEMIIN SHT'G AT NOT REQ'D @ VENTED �� 1� MNF TRUSSES DECK& FACE OF t . 2x6 VERT Q 1 ,� 3" - BELOW WINGWALLS TO ii 2x6 W/SDS/4 x 3 BLOCKING. BY OTHERS HOUSE o BE ONE COMPLETE SCREWS @ 6" O.C. 2x SOLID BLOCKING, �� SIMPSON A35 CLIP, C° w 0 zo 2 SOLID PIECE TO 6x6 POST VENTED BIRD �° BLOCKING M 1.114 , SUBSTITUTE FOR LTP4(BEYOND) BLOCKING ALLOWED �� @ 48 O.C. CLIP PER SHEAR WALL \ PLAN VIEW x ilial AT TOP OF�- LAN & HED L P SC U E A MIN. OF EVERY S i 2x WALL FRAMING @ 2x6 FLAT PT W/ 2 SIMPSON EARWALL ED E WALL ,SH G X\: ( )„ Q 16 O.C. . 3RD BAY ,� @ NAILING (BEYOND) �� DBL 2x8 BLOCK'G SDS Ya DIA x 3 LONG @ EA END �- 4x 4P T & @ EAP OS POST, 8d 6 OC , @ X OR(2) 2x8 JOIST D W x -• FULL HEIGHT 6x6 POST �� :� �_ BELOW # 10 x 3” LONG WOOD SCREWS EA END OF IMNDOW SEAT N - © 12 O.C. IN BETWEEN SIMPSON �. � ►�� ' BOTTOM -- ! ► -16d @ 6 O.C. (� W/SIMPSON A35 CLIP r LUS26, TYP'', 2x8 DECK I 1 x 2x4 N D C JOIST CO TINUOUS _ D (1) PLATE �•I ;� TOP & BOTTOM _ 1�_. 16 O.C. 1 NAILER EDGE NAIL PER = Z .�..�.�. , @ ii r -- ! -'l I ..alb pi EA SIDE OF POST �- �. � 4x6 BEAM I \-_ ROOFTRUSS SHEAR WALL N , �� °o �k C. SCHEDULE ■ 1_ 2x6 16" O.C. TYP I 1" ■`A 4x4 POST©FIL .. , @ 1 CLR AIR SPACE U) SIMPSON H2.5 WALL SHEATHING AS REQ'D �‘t-g-- 4'-0" O.C. MAX � INCLUDING SHEET � � (2) SIMPSON 16"FERSHEARWALLPLAN N � &W/IN 16 OF EA RAFTER, TYP „ , ROCK CONTRACTOR SDSY x3 4 SHT'G TO EXTEND �' EA CORNER& li SHEATHING 2x WALL TO VERIFY 2x6 WALL STUD WOOD SCREWS TO BOTTOM OF 4x6 ■ „ (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST ■ PER SHEAR WALL FRAMING FACE OF HOUSE II @ 16 O.C., TYP , „ 2x8 DECK JOIST, NOT REQ'D AT END WALL ,� DIA. THREADED ROD , ALIGN 4x6 W/6x6 POST SCHEDULE 16 O.C. I I-0" SC U @ II WHEN(2) SIMPSON HD2A ATTACHED CO MAX EA END W/SIMPSON HUC46 l— OR HEADER To 2x8 JOIST EACH END 30 KITCHEN BAY WINDOW 31 ROOF PERIMETER 32 PARTY WALL @ ROOF 33 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 S7.2 SCALE: 1" = 1 -0 6-045-02 " _ " - " - S7.2 SCALE: 1" = 1'-0" 6-046-01 • NOTE: NOTE: NOTE: NOTE: 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS 1. SEE SHEARWALL PLAN AND 8d ©2" OC SCHEDULE FOR ALL SHEATHING, I� -` ` 1 = 1. SEE PARTY T NOT SHOWN NAILED AS PER ALTERNATE NAILING DETAIL. U 0 S G, r: o -. S ARTY WALL DETAILS FOR ALL CALLOUS 0 S 0 N OVER-FRAMING G •1. OVER FRAMING NOT SHOWN FOR CLARITY. SEE OVER-FRAMING DETAIL II FASTEN BLOCKING O •V - P N NAILING EDGE G I G AND S ILL FOR ALL OVER FRAMING REQUIREMENTS BY PLANS. I N 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, I W/ 6 16d EA. BLOCK PLATE NAILING. t ) � � M 2. SEE DETAIL 32/S7.2 FOR ALL CALL OUTS NOT SHOWN EDGE NAILING SILL PLATE NAILING AND CLIPS. I --- 0•OUS 0 S I! 1' \ SHEAR WALL SHEATHING d--� '� 3. ALL DECK MEMBERS SHALL BE PT AND DECK HARDWARE I� \� �=, .��: � � II j '�`j—" SHALL BE HOT-DIP GALVANIZED. II �\ MUST EXTEND DOWN TO .... :,. o II ,, 11,, II BOTTOM WALL PLATE, TYP �� r--� a E A / \ I V \. V RMATI N N T H WN o II 4. REFER TO FLOOR PERIMETER DETAIL FOR INFO 0 0 S 0 � r' � -..,. 2x6 BLOCKING \ .. -. N I 4" _,. '-i,,, CONTINUOUS WALL SHTG ALONG TRUSS \ (2)8d @ 4 OC _�,_. .. .. .. . .. . . 2x WALL FRAMING �. @ .: i PER PLAN FROM DBL TOP I BLOCKING 1�� CC3 16 O.C. �� „\ ROOF SHEATHING PLATE TO RIM JOIST, DO NOT \ �— PLACE SHTG JOINT BOTTOM Ii �\ PER PLANS AND P�"I '''' ..: 0 ii _ __ @ SILL PLATE NAILING I \\ PLATE OF WALL OR TOP PLATE I \� GENERAL NOTES M ,!1 ,,--,--_r......- I :.,,,1 FLOOR SHTG \ II �\ - Z 1 FLOOR SHEATHING PER PLAN AND Y \ PER PLANS AND GENERAL NOTES \ ',- °r a,'. GENERAL NOTES w� � L 2x6 FLAT DECKING W/ FLOOR TRUSS :r �'/ _II - �,�(2) 16d NAILS EA MEMBER - PER PLAN `• N :Ci. INTO EA JOIST + V ■ \\ I -- -i��. _ice, _rwi —ow”i _iii -7-14.7" 1 giRUCTURA 111111111111 .ffil 0 P R Of 48 MAX, CONTRACTOR FAI "� _ AL/TO VERIFY B) _, , I� GI NE � � o tllil►l I <c, ii �► 12,320 ----- SIMPSON LTT19W//g"0 I� � _ , --1-- x 6 LAG SCREW INTO FLOOR JOIST OR e U f I, , BLOCKING PER PLAN •��it � BLOCKING OR RIM JOIST � OREGON ►1 2x8 DECK JOISTS © 16 O.C. CONTINUOUS DOUBLE 15, �` IP CRIPPLE WALL BETWEEN TRUSSES TOP PLATE. SIMPSON N 't� SIMPSON LUS26 (3) 2x6 STUDS EVENLY SPACED �. EN 2x WALL FRAMING @ W/7/16"APA RATED SHTG LTP4 PER 2x8 LEDGER W/(2) SIMPSON SCHEDULE EXPIRES'12-31-2011 16" O.C. W/2x6 TOP AND BOTTOM PLATES / 0 x 4Y SDS SCREWS 12 ALONG ENTIRE 4 2 @ O.C. INTO RIM FRONT ENTRY JOIST CONT DBL \ TOP PLATE 0 < W o _J WALL SHTG < v ( o~ PARTY WALL FLOOR DETAIL PARTY WALL @ ROOF 35 36 C Sg ENTRY ROOF DETAIL o 0 SCALE: 1" = 1'-0" 6-003-05 S7.2 SCALE: 1 - 1 0 w S7.2 S7.2 SCALE: 1" = 1'-0" � �� - �_ �� 1--1 w DECK CONNECTION o (7\ a 0 X o 57.2 __M SCALE: 1" = 1'-0" 6-047-01 u) z z 0 1- 0_ CC O U co W co cy N N W N (NI zz ct t) EL W U 1- o Q E N o SHEET NO. co co ca Zr) 57e 2 t_-.-, , JOB NO. . D EN-