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Plans witSrV20A1-0012S - 8-5S7A01.1,...00126 4VSrV201/k •-00121 - 8-SrV201A -001V) wIVSrV201VA -00129 — ------RECEIVED --- _ . ---- ______ Village at LI ___ SW MALLOW TERRACE _ CITY MAR.D 7 _ I._ J- ---- Summer cree - .. k • 11 io., SD - • Allilik . ' , _____ 1 .'..'.'• .. ........ . ..... .. ...... .... _______ _ _____ _______ . . .. , . ,.. . .. • , .... ..... ----... ' chi 6- 1111 A. " 1 5 . .. . . .. . ,, t I t .. ,. .... . . . . . . . .. .. . . . .. .... .. . „ . . . ,... , .. . . , • . u 5. i .--. . . .. . . •• • . . ., ,. . . " • --"".---" ' -.. .-. ••• .. .• "• • "' . ... . . . . . . . . . .... . ., , ----... . fi ' ... 0 , in \7 1 1 1 ....II , ... . , . . A rAlfr; ,,,./AW . . . . ... . . " ' - .... . .. .. .. .... .. . .... : "• - ' " '.• . . .. . . . , .. . ..... . . . . . . . . . . . . . . 1 , .. . .. .... . .... \ .... '.. .. .-... :-:•:. ' _ - A --1,- Buildin' g Plan: 21 i 1 i - poruttAToryRim—r4; 1 \ „ 1 ,rt''''' ' . \18.6' I I I e. i %-, Lots 74, 75, 76, 77 Sz 78 74 I 75 1 76 77 1 78 ii. ;,,,, ,.. , ‘,,,•;:- ..,,,t4, .. • if Units A-C-B-C-A FF/TOW 191.03 FF/TOW 191.03 .11. . I FE/TOW 191.03 ' Fr/TOW 192.03 FF/TOW 192.03 1 GS 189.83 1 GS 189.83 1 GS 190.33 GS 190.83 1 .4 1 r \ SITE PLAN I TOP 190.49 ,-------11 TOP 190.49 1 TOP 190.49 TOP 191.49 1 GS 191.33 , M - TOP 191.49 r.r ,r4 • r" • . . , A \ • I 1 I-- e > MCIII`r,irt._ Scale: 1"-101 1 1 1 1 1 li,P1 irr 1 1 1 ,s... I I I ....!..4,04,4,^pc,rbt ,'/ 1 / i 'pw....--r.4 s I // • / 1 i 1 I I. I ..1.__ _ ___.,..f j 1 ' , L' \ \ 1 -1— --- --11 i t_t i / / 7 / ...p..4 1----3.5' 1-7 . . ro_______T -1---- — —r I 1 rl --- 1 , . . . r ... 1 I • . . . . • • . ,../, ------i , 6.4)/ ..„7/ I • • .. . .... ' . .„ . . ' .. I .. ,.• ///. /, I . .3' .17.3 ' .. . 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A 7. 1. i• .1,14'1'..i:). , ...':',.',..: ';',"nille"'.6*.•: %"0:',:,,i'1.',..,...* .' . .... ENGINEERING ASSOCIATES CORPORATION I: -- ' - ecru LA FAN RI 8.-Fir . - _: ....” ,_ _____,._____,:- ,______ 's •, : ,. .- . . 17757 KtAok Road Lake Oswego, OR 97034 . ' . , 4‘," Tel, (503) 636-4005 Fax (503) 636-4015 � 41% tio�� ���eoci sop BUILDING SQUARE FOOTAGE : BUILDING 2 I SHEET INDEX: t 8 N • hummer Creek r T TLCOR C111LDING SHC ES o N Cr.Of.ID FLOOk =�T tI.CTO COVER :SHEET _ • r11 .ill Ia. U7 LN T,d, TEIIRD FLOOR 312L1 sr 21.I0 FOUNDATION/ (SLAB PLAN TOTAL HEATED 5F 21.20 RST FI OOR PLAN c 21.21 SECOND FLOOR PLAN Ir. 11 T o wn h o m e e GARAGE TG� .F 21,22 THIRD FLOOR PLAN • i1 PORCH III SF 21:50 ROOF PLAN ^ QJ TAL AREA UNDER ROOT° c1562 SF 21,40 FRONT ELEVATION 21.41 REAR -ELEVATION✓-: 21,42 SIDE ELEVATIONS O N ABBREVIATIONS: SYMBOL LEGEND: -21.51 BUILDING SECTIONS - UNIT A "r A 21,52 BUILDING SECTIONS - UNIT 0 „i ADJ. ADJUSTABLE DN. DISHWASHER HR. HOUR REF. REFERENCE DETAIL aFERENC'M: DOOR TAG: UNIT A: 21,53 2UILDING SEC-TIC-NS - UNITS c /t AB AR CONDITIONING DWR DRAWER HYD. HYDRANT REINr, REINFORCE (D) (ING) _ FIR;,T FLOOR 60 SF 21,54 BUILDING SECTIONS - UNIT C GE2 ALTERNATE DWG. DRAWING N. INCH RA, RETURN AIR F SHEETLNUMS�RR SIZE: FT. IN. WIDTH FT IN HEIGHT THIRD FLOOR R O3 SF UNIT - BUILDING SECTIONS, - UNIT A `N G ALT, ANCHOR BOLT DIV. DIVISION INCL. INCLUDE (ED) (ING) R45 ROD AND SHELF DI ' SF MIRROR: c' IS"i ABV, ABOVE DN. DOWN INSUL. INSULATE RM, ROOM HDR. HEIGHT FOR EXT. DOORS ONLY A3-I.2 UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - REAR LOAD GARAGE Q 0 A.F.F. ABOVE FINISHED FLOOR S. DOWNSPOUT INT. INTERIOR R.O. ROUGH OPENING TOTAL HEATED' 146G> SF - _ _ O .r I BUILDING SECTION WINDOW TAG: AE-2.2 UNIT A - SECOND AND THIRD FLOOR PLAN - END UNIT n ARCH, ARCHITECTURAL ELEC. ELECTRICAL KIT. KITCHEN SOH, SCHEDULE -- �{ AUTO. AUTOMATIC, EA. EACH LAM. LAMINATE SHT, SHEET REPERENGE: 3060 SH GARAGE 620 SF A°3.0 UNIT A - INTERIOR ELEVATIONS ASPH. ASPHALT EO. EQUAL LAV. LAVATORY SIM, SIMILAR 512E: FT. IN. WIDTH T, TOTAL AREA UNDER RGG 5E SF A3-4.2 UNIT A - ELECTRICAL PLAN - END UNIT - REAR LOAD GARAGE BM. BEAM EQUIP, EQUIPMENT LAUN. LAUNDRY SC, SOLID GORE SECTION O i'�F 2113 SF UNIT B: N, HEIGHT BRG. BEARING EXH. EXHAUST LVR. LOUVER S&L, SINGLE - SHEET NUMBER BI-1.2 UNIT E' - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - REAR LOAD GARAGE HEADER 1-1E101-17 BET, BETWEEN EXIST, EXISTING LTG. LIGHTING SPEC. SPECIFICATION 51-2,2 UNIT E' E,EGOND AND THIRD FLOOR PLAN - INTERIOR UNIT a Bt. BUILDING LINE EXT. EXTERIOR LT, LIGHT SO. SQUARE REVISION OPENING TAG: S I P UNIT 5: B UNIT - INTERIOR ELEVATION_ BLK, BLOCK FIN. FINISH MS MACHINE BOLT STD. STANDARD REPERENGE: 3010 00. SI-4.2 UNIT S - ELECTRICAL FLAN - INTERIOR UNIT - REAR LOAD GARAGE +fir I BLK&. BLOCKING FLR FLOOR MrR, MANUFACTURE (R) STL, STEEL FIRST FLOOR 46 SF - - SD. BOARD F.D. FLUOR DRAIN MAS. MASONRY STOR. STORAGE QI 3 4 SF UNIT G: BUT. BOTTOM F.E. FLOOR BREAK M.O. MASUNRYUPENING :TRUGT, STRUCTURAL SIZE, FT. IN. WIDTH FT. IN. HEIGHT SECOND FLOOR 6THIRD FLOOR 645 SF GI-L2 UNIT G - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - REAR LOAD GARAGE BLDG. BUILDING FLUOR FLUORESCENT MAIL. MATERIAL SIM. SIMILAR TOTAL HEA FED 1552 SP GI-2.2 UNIT G - SECOND AND THIRD FLOOR PLAN - INTERIOR UNIT GAB. CABINET PT. FOOT MAX. MAXIMUM SYS, SYSTEM CONSTRUCTION INTERIOR ELEVATION C-5.0 UNIT G - INTERIOR ELEVATIONS CPT. CARPET PTO. P-OOTN& MEGH, MEGHANIG (AL) 5HT&. SHEATIN& START POINT: REPERENGE: GAR,AG 5C SF GI-4.2 UNIT C - ELECTRICAL PLAN - INTERIOR UNIT - REAR LOAD GARAGE 4-4g 71-7--71—CIS. CEILING END. FOUNDATION MED. MEDIUM TEL, TELEPHONE - _ _UNIT A: GLG. HT. GE IL Na HEIGHT PURR. FURRED (INS) MEME, MEMBRANE T.V. TELEVISION TOTAL IT SF START POINT N TOTAL Ak:C=A LIf IDCR ROYF 858 SF A✓�I,- UNIT A - FOUNDATION/ SL AL PLAN TIR' T L OR PLAN - ENO UNIT - REAR LOAD GARAGE - GEM. CEMENT PUT, FUTURE MIL METAL TEMP, TEMPERED * GY>l `J. A3-2 2 UNIT A SECOND AND THIRD FLOOR PLAN - CND UNIT MGjTfj0//'- GTR. CENTER FR. FRENCH MIR, MIRROR THRES, THRESHOLD \ ELEVATION / SHEET A-50 UNIT A INTERIOR ELEVATIONS [ ( G.T. GERAMIG TILE F,AL, PURGED AIR UNIT MISC. MISCELLANEOUS T4 TONGUE AND GROOVE CUR. COLUMN F,0,5 FACE OF STUD MIN MINIMUM TUP LINE TEMPERATURE AND PRESSURE LINE UNI FLOOR ✓S ELAN - END UNIT - REAR LOAD GARAGE 11 /0'x•7 GLR. CLEAR (ANGC) P.0 T G: � SF A5-4.2 UNIT A - ELECTRICAL PI_ FINISH GRADE MLD, MOLDING 7,O.5, TOP OP SLAB DETAILS: �� �� lr / 9'O FREE STANDING N,T.S, NOT TO SCALE T,O,P, TOP OF PLATE AD,1 ARCHITECTURAL DETAILS 13�-J-C'3- ,2:1 ®I ( to _1(9-9 GRAPHIC LEGEND: SECOND FLOOR �,_ 5F ��� 1, _�� ( z LUNG. CONCRETE (CAST-IN-PLACE) P.J. FLUOR JOIST UPF. OFFICE TYP, TYPICAL AD 2_ ARCHITECTURAL DETAILS COMB. COMBUSTION G.A. GAUGE O,C, ON CENTER IBM, TOP OF BEAM THIRD FLOOR 575 SF - T. CONCRETE 'STUCCO OR SAND AD.3 ARCHITECTURAL DETAILS (/ A r _-. GNU CONCRETE MASONRY UNIT GALV. GALVANIZED 0N,0, OVER HEAP CABINET TPL, TOP PLATE TOTAL HEATED 1156 SF ''�' ' > :MOP pSlP' e-j d. (SECTIONS) PLANS, ELEVATIONS) AD4 ARCHITECTURAL DETAILS Conditionally-Approved [ J CUNST. CONSTRUCTION G,C. GENERAL CONTRACTOR 0,H,D, OVER HEAP POOR U.N.U. UNLESS NOTED OTHERWISE .--� AD,S ARCHITECTURAL DETAILS I ,, '2i Z© '5 GLINT. CONTINUOUS OR CONTINUE GL, GLASS, GLAZING OPG, OPENING VEST, VESTIBULE f (),MU (PLANS _1_1_1 I_ SRICK GARAGE 450 SF G n See-Letter-to:Follow C I CJT. CONTROL JOINT GL.BLK. GLASS BLOCK OPT. OPTION,OPTIONAL VG.T. VINYL COMPOSITION TILE /L AND SECTIONS) =-I-P- (ELEVATIONS) -- ' RAV L HORIZONTAL SIDING WP 5,0 WATER PROOFING DETAIL_, (ST-2C OCU 4 L _ ,� ( I CORR. CORRIDOR GYP. BD. GYPSUM BOARD LIES. OBSCURE V.I.F. VERIFY INFIELD CF, °,CG7IUNS (ELEVATIONS) _ WP 3 00 WATER PROOFING DETAILS 0 ° y ' (_(, �' (' �� •y��� �� [� PORCH 18 SF � TC E_ G TOTAL AREA UNDO-R ROOF 166,2 5F INP �. �Addre C'I G.W. GOLD WATER GYP. GYPSUM PNL, PANEL V,T,R. VENT THROUGH ROUP cs n' ,d' v 5,01 WATER PROOFING DETAILS, W GER. CERAMIC G.I. GALVANIZED IRON BBD. PARTICLE BOARD W.G. WATER CLOSET I' ) NOTE: WP 2.02 INATER PROOF INS DETAILS �JLT I C 6 BY . Dater_ 0 OR. CIRCLE GINS GYPSUM BOARD PL PLATE WP. WATER PROOFING 67 arX SOIL r STONE FINISHED SQUARE FOOTAGE OALOULATIONS FOR THIS HOUSE WERE CALCULATED BASED IP 5,03 INATER PROOFING DETAILS ' �A y ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF �� �1 Gt ��� � lei 1 GLKG CAULKING HOW. HARDWARE PLMB. PLUMBING W/ WITH // // �2( (SECTIONS) n ±F (ELEVATIONS) THE HOUSE AS BUILT, HOUSE DIMENSIONS ARE FROM OUTSIDE FACE UP STUD TO OUTSIDE • WP 3,04 WATER FROOFINS DETAILS f ,04Z... ' (..(0 1,4.,*(__0'•01 � '� DET. PETAL H.V.A.G. HEATING/VENTING/ PVC. POLYVINYL CHLORIDE Wo WITHOUT FINISH WOOD i__� - STAGGERED SHAKE INP 4.01 WATER PROOFING DETAIL 0, ZI a )NC . pt A NRRM PIA&. DIAGONAL AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT WD. WOOD (SECTIONS) (ELEVATIONS) IAIP 4.02 WATER PROOFING DETAIL.,. .yi Zi� _ - u• - 0NB001( '�' ~ C,J, CEILING JOIST HDR. HEADER PLWD. PLYWOOD WIN, WINDOW FACE OF STUD. A WATER PROOFING DIA. DIAMETER HT. (HGTJ HEIGHT P,5.1. POUNDS PER SQUARE INCH WO WASHER AND DRYER A , I« DIP, DIFFUSER H.G. HOLLOW GORE P,L. PROPERTY LINE W.I. WROUGHT IRON STONE .LL LL1 PERFECTION SHAKE WP 5.00 WATER PROOFING DETAILS e y'r ,� A ,1'rr .-if-7,b. , , •..I 11 6R$- • (PLANS) i I (ELEVATIONS) DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER INP 5,01 WATER PROOFING DETAILS DISP. DISPENSER HORIZ, HORIZONTAL RAD. RADIUS M.R,G3, WATER RESISTANT I "! BRICK WP 5.02 WATER PROOFING DETAILS PRRODUCTIOpN MANAGER 121 C, R. POOR FIB. HOSE EIEB RECP. RECEPTACLE GYPSUM BOARD (PLANS) ENGINEERING: I . 2Oj ( R P2. `' OFFICE COPY SI GENERAL NOTES , Io�r,D ?Qi t tLL Rj . RELEASE DATE: 12/23/10 52 FOUNDATION PLAN REV DATE DESCRIPTION S5 MAIN FLOOR SHEARINALL S SECOND FLOOR FRAMING PLAN UNIT B&C REVISIONS S4 SECOND FLOOR SHEARkNALL S THIRD FLOOR FRAMING PLAN / , 04/01/2011 car_, THIRD FLOOR SHEARWALL & ROOF FRAMING PLAN a _U-). 0 STRUCTURAL DETAILS EL A Sic STRUCTURAL DETAILS U GENERAL CONDITIONS: CODE COMPLIANCE : PROJECT TEAM: STRUCTURAL DETAILS A S I_' STRUCTURAL DETAILS- ,I • ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, GOVERNING CODES: OWNER: PULTE HOMES - PORTLAND DIVISION z REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF INORK. 2005 OREGON RESIDENTIAL SPECIALTY GORE 16520 SW UPPER BOONES FERRY RD. A, _ • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUITE 200 SITE PLAN: A �, SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH SUB-CONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 3 PORTLAND, OR 117224 1 THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTIONS PERTAINING TO THE WIORKINS DRAWINGS, AND/OR k 1 SPECIFICATIONS AS DETAILED IN CONSTRUCTION AGREEMENT. BUILDING HEIGHT: 3T'-1O" TO RIDGE PHONE: (503)221-1131 a • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OWNER AND SHALL BE CONSTRUCTED IN ADDITION TO OR FAX: (503)222-77010 ¢ A ii IN LIEU OF THE TYPICAL CONDITION AS PER THE SPECIFIC JOB SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH MAP TAX LOT NUMBER: LOTS I-8S , m Si THE FIELD MANAGER. PARENT PARCEL(S), 15113GA - 00100 '"N3^eH� ° A • EACH SUB-CONTRACTOR SHALL SE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES OF WORK AND -- ° ' M® SPECIFICATIONS AVAILABLE AT THE PULTE DIVISIONAL OFFICE AS INDICATED IN THE TITLE BLOCK, 15115CA - 00200 STRUCTURAL HARPER HOOF PETERSON RI6HELLIS ING. �' S I I BGA 00500 r :�,..��.� +� A 5113GA - 01000 ENGINEER: 205 SE SPOKANE STREET wr �.. SUITE 200f;`�, ,1y — W 135TH AVENUE a PORTLAND, OR X17202 (n Si'� t- '�'�'a� s " . : PROJECT TYPE + 1 N -O�AsT 01\ PHONE: SC)3)221 nil N o 1 � �asd� i) Mi��illalah , a MF FAX: (503)222-77c11G O llretk .�`�« 47 • r �(... '��m i t - r LOTS -16, 84-88 - 5^I ROSEMARY LANE ti ' LOTS 17-625 - SW SAGE TERRACE 0 " a* �° I �� a-' LOTS 6C,-53 - SA MALLOW TERRACE fN ^"s, ^ �'r �ti/ i / '� /yl' N COMMUNITY NAME TIGARD, QR g722✓ th► ' N Summer Creek CIVIL PINNACLE ENGINEERING " u t ■ * fi� ENGINEER: 1-1757 KELOK ROAD p A� . �'� % , � m ToWriFlomeS LAKE 051 IEGC, OR g7QB4 ,�. e� ���, , a LAwsaN COMMUNITY ID ,rt. l ��y� �. �° ' , i s �- TRACT "A" AND LOTS I-5S, INCLUSIVE, OF VILLAGE AT 503)636-4005 9 ��� / / 0�00 PHONE: q U SUMMER GREEK IN THE CITY OF TIGARD, WASHINGTON 0 / rip L' / . a ? a �I'N n COUNTY, OREGON. FAX (503)636-4015 .$ �/ ^, \ ��� �,�' . GARAGE HANDING 777 . -ZONING,/ �� N T >t .w /� , --:- ° (Varies) ce XXX 4� •. ,.N,...� e - 'I I SPECIFICATION LEVEL• . ao /�O, er. �,.,.• , N PLAN NAME•Aer � 'AID "'"' is NPO PLAN NUMBER 1. "� �y z LAWSON PLAN ID 0000 S�` Q -'�,,; „4.44 ��� LEGACY PLAN NUMBER / NAME•A �`1 10000 'S•Oq� .. "; �' ^ SHEET (C) Copyright Pulte Home Corporation - 2009 21 .00 PIOTTED' Mar 111 I] /_RPaSLnW Kevin / COVER SHEET / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLANDI\BLOCK OUT\BUILDING 21\BUIIDING 21 COMPOSITE DWG 8N / g ' a / co k 20'-0" 6'-0" 161-0" o, 201-o • al / f / f / / hr / -l02° I6, 1'-102" 5, q,_,,, I -51 5'-s2" q -s 1 I-5.2 1 5'-3 ." q'-5" 11-5 1 102' 1L�'-S" 1'-1a " / / / / / 1 f / / / f f 1 / Fr—l+ 4 a mw um um n O . °J ri ,..___%, : -. I I ,c,,, r. t P y w% i,G1 _• Cn P W `r/ O AD.? p SEE 7.0,F, d. T.O.F.W. T,O.F.W. \ SEE \ GE .52.1 �� q'-O.. q a, �� *aa _a , , F* 52.1 \ /0 ' L 7 y 7.O.6.S.—'' 7.0,6.5. T.O.6.5, T.0.6.5.—/` 7,a,&,5,—i . Wr ' . qS'-4" qg _4 qQ'-4" qq'-=4" qq'-m4" �• a i SI' 1q'_oul SI' 15'-_ / / / / 4 1/ 51_411 /a/ 15'-41 // q'°a.. / C0\ /a., . ; ii < i 4 <E 4L <C 4 ,Q' Jet \, AD.I 4 \(1 ■D ■n vn i <ELI <C / -s ' 4 4 < 4 .< 4'-O" ,y1'-611 <<E 4'-O� I.. -O" li_p' �j .i Di / "I 1' / C W I 1 -J • 0 U \ 0 0 - 41-12° 41-0" U__ D 0_ 41-0" 41-12" o 0 f / 1. 0 J / it. / 0 - ' 1 - Ul \ 0fE ,s, v(1 ■ U1 C.) ,�cU a ? � dl cp ]0-). -IN -IN a j3 I PC1 w ~ /..- -IN -iv --IN ( �' 2 �� I 453 In dJ I.A J% u) Is). u_) PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 (, AD A� REV if DATE /DESCRIPTION A UNIT B&C REVISIONS 16 0 04/01/2011 9 ,______I ' v A -Tri T.a.F.5, T,O,F.S. =t 7.a.r s 7.0.F . T.a,r-.5, -I N F. — u qq'-O" qq''a r \ 11 -a" •\ I0a -an \ 100 -a" . A 0 tr IA T.a.F.W. T,a,F.W. T.G.F,W. T.a. .W. 7.0,1=,16. z •V i gq'ao" qq'-o" '� qq'-o° aa' o" Q aa' c"' 1/ 22" ✓ • 4.1:." • -I • • 22" r I it • 41 ' Wv • ,\ \ -\ \ -N 1_ \ 'N \-,--- \ ., A O O � R- . aU �A3� O \hipi 00/ ltli_cii\ --\� - � \ T.O.F.W. )---L--- \ T,U.F. I. - n Q 7.0.F.W. T.o.F.W. 1 ( - • O _ '� I 7.0.F.W QJ qq 0" qq' o" 1 f qg-2" \AD.� �� qq - ♦ \ _I �� 2.. • 1 100' 0" = A N 0 co -,, ,—T.a.F.W. I/f�2�r - (fS �� J1 -� \ N �� -I -I �i qq''a" �,� III Iii b % ♦ a� n, ♦ ° MF \ � z C‘I PROJECT TYPE _\ \ \ -• \ 7,O.F.Vd, in q8 .F.1,N. 70,1=,W. IL - " . a qq -2. .. of A2 �A I OI I/ 02 E qS'-2 � 'i 62 G " A2 C.2 A A2 a COMMUNITY NAME ( 2I.51 z..s. (is' 1, 21.5.2 2155 2.I 53 , 21.5 4 051,dd, (2154 1 21.55 l 21.55 N Summer Creek r, M 2 Townhomes 0 LAWSON COMMUNITY ID H'-4" g'-52.. 5'-ql, 101-2-2.. 5'-62 1 O' 51" ' ql O'°2 " g _rl 0000 W 201_01, 16'-0" 161-0" 161-0" q'-H-" GARAGE HANDING / / / / , / (Varies) eel-a" Z / UNIT AM (LOT 14) UNIT G (LOT 19) UNIT B (LOT 1e) UNIT G (LOT 11) UNIT A (LOT 18) / SPEL7HCAT0NLEVEL T.O. FOYER SLAB = 01011-O" T.O. FOYER SLAB = 01011-0" T.O. FOYER SLAB = 01011-011 T.O. FOYER SLAB = IOO1-011 T.O. FOYER SLAB = 1001-0" 0 ce 0 z (SEE SHEET A3-1.2 !OR (SEE SHEET GI-1.2 FOR (SEE SHEET 51-1.2 FOR (SEE SHEET GI-1.2 FOR (SEE SHEET A3-I.2 FOR 0, PLAN NAME ADDITIONAL INFO.) ADDITIONAL INFO) ADDITIONAL INFO.) ADDITIONAL INFO) ADDITIONAL INFO.) NPC PLAN NUMBER 0 2 LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME /'`'� 0000 FO L/ I A T I Wc! I�I�►/ L PLAN A �6 SHEET (c) Copyright Pulie Home Corporation - 2009 21 10 I PLOTTFD: Mar. 30 11 / Ranslow. Kevin / SI AB EDGE PI AN / F:\BSE IRRIGATED\RITE PROJECTS\N3W10201-TCC3-SUMMER CREEK TOWNHOMES (PORTLANDI\BLOCK 0t1T\BUILDING 211BUILOING 21 COMPOSITE DWG ( _ a t (1 0 .1_-_: N c_ &SI QH 4L • rn K i / = 20l=Cll 16'-oll 16I-O" 16I-C" 20'--Q" • Ti?1:1 T.--.-1-' (::) c ri CU I w a�.10 r.1 tl r1, o -r r ± _ 0 I \ \ 7:i g ______LI rt ;11.1 1414 6 4 \ 1 h a N 0 �D-4 i p., \4:21 p..1 • ..i., ,-------"-/ 1 I 1 \ ^ I ® I h L"---'x;;1L.IL, � , ..... ii P '' . 11 (C_:)____ I (,.? 1 I . 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I \ 1 A l 0 -L 1 Air -r 1 1 1 Qi! i � • • I 1 try 1 r — :JH A A - h\ `v PROJECT TYPE • i _Li .., ... , \ % - ..N, \ 6 NIF / ' / t- o jr, I � l I I C.1 1 .A I 1 A2 w COMMUNITY NAME { Summer Creek 21.51 ./ c'7 / 21.52 .� �AD.4 ,. 21.53 (72)0, AD.4 ; 21 54 21 54 AP.4 21.55 / 21.55 1.�1 � 21 �M J Townhomes �' AIM. h. a LAWSON COMMUNITY ID I I _1 111 1 1 I II 1 11 I II �y_I 111_ I 1 1 0000 111-411 a1--7211 .r ~� 1��211 1CIa1211 2 -\\ s1-6211 ICI-4211 I� 5I 01211 1C1-1211 d \ 7.r a'--in 111 411 a a /--- - -- -_- f / Li 20'-0" i6,'-C" I6'-0" IS'-C" 20'-011 GARAGE HANDING f Z (Varies) cc'-011 a / o UNIT AM (LOT '74) UNI T Co (LOT ) UN I T a (I-0T ) UNIT G (LOT -7-7) UNIT A (LOT -7a) z SPECIFICATION LEVEL (emm SHEET Aa-1 .2 pc:4R (emm el-mmT C.1 -1 .2 O (SEE S ET S - I .2 PoR (emm SHEET G I - I .2 POR. (SEM S MET A - I .2 POR. z tr,r?ITIC NAL It\I C .) ANr:P=, ITIONAL IN O.) Al:,r3 ITIC,N,AL INFO.) Al=, ITIONA ONAL IN CB.) A ITICANAL INO.) PLAN NAME J 4 o (O NPC PLAN NUMBER w t- o z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 ) ST L P /\ \i t SHEET=- --=-- 21 .20 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ronslow. Kevin / 1ST FLOOR PLAN / F:\BSR REPLI_CA_TEDIPULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UILDINC 21\BUILDING 21 COMPOSITE.DWG Q 7i.i T1 CV �I 0 0.3 Y .t2, CY 4_ as'-C, c, • Y� C n t\ 2C'-G" 16'-0" IC'-0" I6'-C" 2C'-0" • i"� / / / / / / � • f•.•4 ,-1.,-') emu NEE mum ..... ... 1111111 Mil NM NMI MIMI (2) cr) 0 i !mad i '♦ ♦ -- -- ♦ ♦ �� AD.2 T:i C TY1F, Pm'imi T P•ii -- o fl ♦ - - —r — J i 0 / 1- - -1 _I II Ell ijp" - - ----- �— - ," I I I / , 1 : , ,i. 1 1 1 1 I 1 r 7 t r 7 I I 1 1 I I I I ,a,p.� ;�f I I I I 0 6 L J 9 TYI°, `i� f L J I I I 1 I I I 1 1-. f// 1 kk N 1 - --t' ... ....i.,1': 4** ..,-- -- `ter ...,, H Vr1 A : . -1 h j j 1� I I _ /;) 0 ,--1 c) ° r,-----7 \I C I I- in-) //,±, 1 cf) Z (2) II II II II II II • Q • II II __ II II II II 1 II II i—... 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LD I 1 ,1_°_, I I U / 1 1 Ill& L____1 0-6P ' L____i grvo 0,.• � u iii li (' ♦ CA S _� �'�� I �A♦ (S ♦ lI III it-- V L ILLII U C7-71 II-y ♦ I--- li iii u _ iii it h r � 9 �' f I� I x L_ I 4� _ �'1 _1 = 1 d U I el U -I r C I = ' I I `t' LI-H`j A L I c, I — J v, ♦ ♦ 11--. --.J ♦ II 11 IL - -- -I ♦ ♦ N x PROJECT TYPE —.J o MF o I �I G2I2 GI G2 Al ° COMMUNITY NAME --N Iiiiir 23.54 21.52 {�I.52 ,/ 21.5 21.5 21.5 21.5 ;/ \ 21.55 21.55 Summer Creek Townhomes o LAWSON COMMUNITY ID 1.� -Cr,'I l 1`-I I C' ` � '2 r-1 ! -tom ' ` \,�1 4 -I I�' 10 -1 I G I �! 2 7 -1 ' -a ' �l 2 +I-I ICI' 1 2 1 " 0000 (� LJJ / / / / / , / 4 / / I'�)'� I a 2"� w 2O-O 16,-o IC I-O" 16 -G O -O ce GARAGE HANDING (Varies)/ / / (LOT (LOT (LOT / Et z U I T � (LOT �) I T C � ) UNIT �T ) U � I T C (LOT T�) UNIT �7 8) SPECIFICATION LEVEL (SEE S-3 ET As-2 .2 O (eme a ET CI -.2.2 0 (SEE SI-IE T al -2 .2 ,C,I;R. (sem SHEET CI -2.2 I=Ci (SEE SHEET AS-2 .2 0 z Ar,r,I T I ONAL I N O.) Aril:, I TI ONAL. 11\I 0.) Ar,r,I TI ONAL I ls.1 0.) Arn7 I TI ONIL I N Q.) tr7r, I T I O VAL I NO.) t/? PLAN NAME J d Cl NPC PLAN NUMBER Li 1-- 0 z LLAA(WS((ONN�}}PLAN ID — UVVV LEGACY PLAN NUMBER /NAME 0000 C N FLOC /\ SHEET 1 21 .21 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / 2Na FLOOR PLAN / F:\BSB REEPLLCAIED`PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 21\BUILDING 21 COMPOSITE.DWG O ti N CD . N Cr) cn, N • ,.--I -6 01 • 1.--I 12) ul 0 o ■ Cs'-G / It 1'- 201-0" 161-0 IS'-G. I6' °" 20-0 a.3 / / / / / / r„\ .0 a o ).=.1 --,2, P...1 . \ 1.]] 4 ) , - - III H( - , _)II _ -111 it J —11 It I I r 1 _____..., ...m., i^ L g .a,x t4� 1 4 L \L-- _____L s i 4P�,47 y {.1 : 0 I. :' 110 A al , ,,,,,E,/, . '?„, r e (7- 1 _____, , 1_, _.... -i. / \ 1 \ 1/ 171,— -1-1 L _I , ' --1= 1, Ill ! I\11 _ir----- =.. IRIM. I I I ■IIIIIIIl I I I I I I IIII II I I �r- ---'� - I I I I ' I): r ::L ==: _J�II _-III I I J1I \I I iii• I 1 K r- n I ' A = ===� ` P , , 0 -1 Lb < i I I II -----,I ` v? I i r---- ' �- I I 1 J - + F - _ ,\ `_ I I I 1 II I III III — m I III L.. t r--n n II+�_J n I 1 1 JJ f II III II I A17.5 / I +I Ii r---1 ® LJ II I 1 � I -1111 c II \ � T } ` - 1` (f1 II, i ` r.�C') ? � L 1 -( -‹ v 4. y - - - - -I� � I I 1 I I I L 4 F -7 ,4{�� i "e N_ , �I -� °`� [� L"I 'I I h I 1 o\ . F■.■ I h °, — FO, -__-2 1 r_ iu I II I � A (7_7"---it,--, I I � IAD.S TY�. �___�_� 1 V:Cill - I I [ \/ RELEASE DATE: 12/23/10 I � � ® REV I DATE /DESCRIPTION I • AD .S ' _ �] UNIT B&C REVISIONS 04/01/2011 0 _ - -,l rr- - I Er- (------:_h_11 1 L w a 1 1-)J 'i'-'-\\, (4 . AD.2 �_ AD.2 I 1 \ A lila, 0 TY s1 1 w I cc ri------) t \ c 0 0 c L I 0 h S 4 , W '�II III III II cy Cy �-�- Ii III H i —JL_ H Iii !it, 11 HI HI III L A g III 0 x. x LL L f.11 0 0 v) . h I h L) HI \ in In W A 2 0 , (,) I d Ir] 1 \ 11 III II \ \ " PROJECT TYPE ° MF o '�'PS� f ��I COh1lAUNITY NAME (j.:14 � 2 N 1 % K::„.21.52 ;,5r 2I 54 r 1.55 (.2_1.55 Summer Creek Townhomes ° LAWSON COMMUNITY ID I ��, 1 .. I.. I.. I I I .�. I .. 1 .�, i .. � n I21-0" -71-11 '� 2 \ 2 151-11" `, '2 41-112 ►0'-11n 2 Z,(2 151-11" 2 \ -2 7'=II �� I2=-O" K.' 0000 / / / d' / / w G'-C" 6'-C" 1 C'-C" I 6'-G" 20'-011 GARAGE HANDING / / / / z (Varies) 3 { as'-G a J a / UNIT AM (1-0T -74) UNIT G (LOT 5) UNIT 3 (i_D T -767) UNIT � (1-0T 11) UNIT a—OT 7 8) / z SPECIFICATION LEVEL (vmm S TET A5-2 .2 POR, (SEE SHEET CI —2.2 FOR. (SEE SHEET 151 -2.2 .::::,tR. (SEM H MT CI —2 .2 Pc 'I. (SEE SKEET A5-2 .2 row ° . r7=,,I T I ONAL 1111F0.) A 1 T 10NA)— 11\10.) A I T I N A L 1 Is.1O.) J I T J N A L r?r, I N O.) J T J O N A L Ar,r, I NCO.) PLAN NAME J a 0 NPC PLAN NUMBER iii I- 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 00070 T =H -- LC,' OR PiAN SHEET 21 .22 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / 3RD FLOOR PLAN / FA 13313 REPLICkTED\PULTE PROJEGIS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND}\LOCK OUT\UILDING 21\BUILDING 21 COMPOSITE.DWG ,, cL Q 1 4 "' 0 .ir4 cl • p Cr) cf), ,N i I • Pr's .—(i.i "I'd ti 4I-011 I 41-�11 41-�511 I �I-0II 4I-0II I 4I-0II �I-OII I 41-�11 MINI, UM MINI ��..MUM MINIMUM f1N.1MUM 1° 11NIHUI'1 Hl NIMUM M NIMUM MINI v11/UM '°�", �. ,j NMI / ® / ® .2 ® / / ® A / / ® / ® / / ,4 ® CJ 0 o Q P--..1 T P..i 0 0 0 0 0 0 1 •C'�c�� VENT LEC�EN� ,/ � /� � � 1/21 / J' / ROOF VENT J?: 1 , I � ,/ � ��0,, G G� j // / / / CI' // r :: TT / V / '• ' ' AD.2 VENTING RATIO: 00 7// , // 1/ I / TGT�L NAT �R I ,1/ j /I I / , �. / / �y LT / / , VENT AREA REauiRED: a�a 5a. N. D` / I /I / % / _y / +�IG�I VENTING : I�� IN, MIN. TO V 1 �s� / , G- / / / / / 210 5,—a, IN. MAX. / / / / / ROOF VENT O 0 1 / / /11/ I j / / , 1/ 1 t / / / / LOIN VENTIN : 6a SG. IN. MIN. /// I 'AT LEAST SO% AND NOT MORE THAN a.U% OF THE TOTAL- / 1 / (5__:2- 5O9; IRS NTI TIN Re ASH L > E HIGH VENTILATION. // / � I / I/ , � REQUIRED VENTILATING G A E AL � / C� J RIDGE / / / /1 / 1/ �� R1 DG / // / / RIDGE UNIT oi 1 // 1 ty/ //// / // RIDGE /// / I - ATTIG AREA: ��� SO. FT. C....2 I� / /I VENTING RATI G. 1/sGG ,-7 0 I/ / / 'I / /1 �., / R1DGE / ,✓ / 2V /� O , ;///(/ 1 / / SENT AREA REOUIR.ED: 310 SG. I, /IC/ / 1 X /1 411110 ,/! /�I / ) //7/// /I / 11 F1 VENTIN *: 155 SGTG =f I 1 / / / 24S SO. N. MAX./ / )/ 1 ///I / r C.� f LOIN VENTING: IN, MIN, PRODUCTION MANAGER/ r /I ci //./! /// I. `,I ELI / ,�� *AT LEAST 5U% AND NOT MORE THAN �U% OF THE TOTAL Gary Culp \6 / / (I - 1 REGUIRED VENTILATING AREA SHALL SE HIGH VENTILATION. RELEASE DATE: 12/23/10 V d J //// I .0) //I / 1 Ci I �) / / , VI -� REV I DATE /DESCRIPTION /// /I /' 1 / , / UNIT B&C REVISIONS / I [ //// � � , / r / UNITS — /\ /,/1 , ' / / / N v4 of 20l l / 1 /I t5) i V / it j o 1 / / r I / I ATTIC AREA: -76 1~T. a I/ / 1/ 1 % /I , ' j VENTING R,4T10: I/300 J �� 0 - _ / I I i 0 -1 TOTAL NET FREE N A R `� {° G4 1 I / 1 1 / V VENT AREA REQUIRED: 276 'SO. IN. V ' 9 WF�.CI; 1 ' / 1 ti I f I 3: 12 / / / //1 / I : IG •I z n (V II 11 / I / - HIGH VENTING : 1�s 3G. IN. MIN. TO w / SLOPE SLOPS '/ \ 1 // /G ITL�% EL 'E w I-- / G5 , 1 V 2 mac , N. MAX. ce INFr5.011 //1 / /Li 111 IV CA D_ 1 / I/ — D_ (/ CKET w ri .4- �Q �- 1 V 1 / < I LCD / r d` 1 \ /� ° *AT LEAST 5O% AND NOT MORE THAN U% OF THE TOTAL = -// _,1` -\ REGGUIRED VENTILATING AREA SHALL 5E HIGH VENTILATION, n L� 'X [ , 1 • / / / I 1 V 1 . x EL .III Il I �� �. / /M I L �� it 1 /� y 1 r tn f / I_ — o 1 1 / ',/// x I SLOPE II a: I .. p>:-c -' r it SLOPE 1 u n., ci u_ 'I I �. - - - J d/ i 1/ / , - r 1 `� PROJECT TYPE RASE �f� ° / ,1 1i / i �� w .cl; z Tyr a:H2 a:12 / ---- S:I2 ° MF SLOFE SLOPE a:I2 a: I SLOF 1 a rNITY NAME SE mmer Creek A 'A I ( l� / (7.2 G2 :41 �� Townhomes I. I :I.S� I ® �. � 25 / o LAWSON COMMUNITY ID I / / W 0000 w GARAGE HANDING z (Varies) a it UNIT AM (LOT -74) UNIT C, (LOT ) UNIT B (L(:::) r 1.&) UNIT G (LOT -7-7) UN I T A (LOT 8) Z a SPECIFICATION LEVEL z u, PLAN NAME w J a 0 NPC PLAN NUMBER Li 1-- 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 CCF L SHEET I 21 .30 (c) Copyright Pulte Horne Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / ROOF PLAN / F:\BSB REPLIC.AIED\,PUITE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOUES (PORTLAND)\LOCK OUT\BUILDING 21\BUILDING 21 COMPOSITE.DWG 0 KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). a 7f I 2. CORNER TRIM PER BUILDER. CV 3. LAP SIDING PER BUILDER. NI 4. SHAKE SIDING PER BUILDER. u? t\ 5. BOARD AND BATTEN PER BUILDER. • i• V l 6. ROOFING MATERIAL PER BUILDER. 1. BRACKET PER BUILDER. • 1 " M S. 4x6 POST PER BUILDER. w q. WRAPPED POST PER BUILDER. (11) c n 0 10. DECK RAILING PER BUILDER. 17i p N r:2 IffiCi ct rz).. �� al cn lost,F) ° 0 Lii N,-21 P-1 dikriTik t- ir- Tr- IL :....... I I 0 i I 1 i ri I I _ 1 1 C'�1 HEAD JAMB SILL HEAD JAMB SILL _ ,/, W (A2 (S2 ( 2 AI BI GI \ �,��, ,I� P4•r�^ P4.C�' P4C^.-'`WP4,C ,'1 WP'5.CI' FS.02: WP5.0I. bi ��� i� ='.mk* fl (TYP.) I'2 I2 12 1 i 12 12 12 1:r4 -1---1 HEEL HEIGHT AT lit`'„ � PRODUCTION fdANAGER T /I 1666- .1 h► Gary Gulp _ 1~�C�NT OE LCD �1� FLOOR 5 PLATE HT. - - ` RELEASE DATE: 12/23/10 FLOOR PLATE HT. 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I f - �I T I FLOOR 2 PLATE HT. ` 1NINf�OIAI HEAI�E HT. _♦ - - - - -J1 TRIM - - - - - - - - - - - - - - - - - - - - - - - - - - - - YAI I NDOIAI HEADER HT. z _ .J -- � �--I - _ -----1-�---- --,- -- -_ I 4" TRIM - - - - - - - - - - - -_ - - 1 _ - - - - - - - - 1-- - - - -_ . - - - - - - - - - - - —■ - - _ - I 1wP i G,.> L _ 1- -ice w TYP. j� i- _ r Tr—� �L f i III 1 4" Tip IM z ¢ 10111•11 d) NI 6 J 14 TRIM T TYPE �� 2 r�— U ELI �_ 7- ` - -��-�J --� - `"1 PROJECT ---- 1 1 I MK" . ^ 1 HH l I [ Z MF 4 - .— 1 J2 - m■ ----I I �.����. --..;= J f f "" " f f -" " " f f� " M p r . _ - C '■ . J i �4 / .� - - - - - - - - - - - - - - - — - - FLOOR F.F. COMMUNITY NAME■ p . -_- - �- .� 1 �1h.. ro N Summer Creek :T::: :L:TEHT - -A`- r ��. - _ - - - - .�/ I - - -- - - - - -- - - - - _ _ - - — WI DOW HEADER HT. - - - - - - - - - - - 4 ' -— --_-- - o LAY�SON COMMUNITY ID AI N WINDOW HEADER HT. - - - - - - - - - r -1 = - _11 _i Es Ns _ 0000 - - _ - --- I ! 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SLAB OO -0 SHEET � I l 2 1 F =O Nktt, T E\A41/AT- I 0 \1 ( 21 .40 c) Copyright Pulte Home Corporotion - 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / FRONT ELEVATION / F:\B B REPLICATED\PULTE PROJ1fCTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\LOCK {OUT\UILDING 21\BUILDING 21 COMPOSITE.DWG 0 KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). 8 N 2. CORNER TRIM PER BUILDER. j 3. LAP SIDING PER BUILDER. 0 C\1 • 4. SHAKE SIDING PER BUILDER. C!z 5. BOARD AND BATTEN PER BUILDER. • v1 b. ROOFING MATERIAL PER BUILDER. 1. BRAGKET PER BUILDER. • S. 4x6 POST PER BUILDER. C� 9. lAIRAPPED POST PER BUILDER. 14. DECK RAILING PER BUILDER. PulCi g C:°'-' I.Ci cu C1-1 t .,171,...,) r...1 0 ° 0 r"'o°1 11'2 P-1 I /; , 'I IL ii. i a �-' w I= HEAD JA1•45 SILL 0��; PAI\` BI C�, OI C�21NP .C1) 4,C2l P . 4. - PRODUCTION MANAGER HEEL HT. AT REAR OF LOTS -7476 a FLOOR 5 PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ Gary up RELEASE DATE: 12/23/10 \W NDOW HEADER HT. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FL OOR E PLATE HT. _♦ REV - - _ _ _ _ _ _ _ _ DATE /DESCRIPTION - - - - - - REVISIONS A - - - - - - - - - �- - - - - - WIN]�GW HEADER HT — a o>> _ - - - - - - - - - 0 401�� - - o -ice _ 4" TRIM 1 -- - w �1 — - " A I0 -, - ,, z % 1 _ w l FLOOR w F.F.�.�, Off. 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Kevin / REAR ELEVATION / F:1.SB REPLLCATED\PULTE PROJECTS 3W10201-TCC3-SUMMER CREEK TOMMMES (PORTLAND)\BLOCK QUT\ UILDiNG 21\BUILDING 21 COMPOSITE.DWG 0 KEY NOTES — ELEVATIONS: -■11► I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o ti o, 2. CORNER TRIM PER BUILDER. j ( V 12 12 �. LAP SIDING PER BUILDER. 0 • V•�=■�� C 4. SHAKE SIDING PER BUILDER, t� cn LN 5. BOARD AND BATTEN PER BUILDER. • _� S. ROOFING MATERIAL PER BUILDER.. 1. BRACKET PER BUILDER. • !� S. 4x6 POST PER BUILDER. w 9. 1NRAPPED POST PER BUILDER. (2.) 0 10. DECK RAILING PER BUILDER. III7j QO N FLOOR 5 PLATE HT. pq t - -I ,`I�IINDOI"I HEADER HT. - - Ct rEmmismi 1.1 -10 CT) i d) 0 0 O ‘9 Primal r- PI'1 � FLooR 5 F.F. l' «.= ♦ ♦ — — — — — — — — — — — — — — — — — — — - - - - — - ��'♦ FLOOR 2 PLATE HT. 6 �_.. ,� 1��liNDOlAI HEADER HT. - - - - - - - - - Ar ',I (C:12,I - - — — — — ,0 84. 2" TRIM 1 ' o \\I ♦ ♦ FLOOR 2 F.F. ♦■--- - - - - - - - - ii - t -- - FLOOR. 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Kevin / BUILDING SECTIONS - UNIT A / F:\B_SB REPLICATE0\PULTE P.R0 ECTS\N3W10201-TCG3-SUMMER CREEK TOWt4WOMES (PORTLAND)\LOCK OUT\BUILDING 21\GUILDING 21 COMPOSITE.DWG 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. a 1 2. MANUFACTURED ROOF TRUSSES 0 24" O.G.. 0� CI 12 3. GIRDER TRUSS. • ri-I 4. R-49 INSULATION IN GEILINc . C - 5. I-JOISTS PER MANUFACTURER'S • 1-1 7::i V SPEC I F I GATT ONS. I i _ S. R-30 INSULATION IN FLOOR. • P4 � ROOF TRUSSES � cu N! i I. 2x4 STUD WALL. C� SFAO INS PER (71) cn 0 MANUFACTURERS / S. 2x6 STUD WALL. - \ -I�EEL-_+�EIWT- - - - LAYOUT 9. R-21 INSULATION IN WALLS. p� r�. tt — - - - - - HEEL 1E I GHT ; V ���,iiiiii FLOUR -° Fa-TA R. - CL Ci 2 Ct I' c" T cf ;i0 BEl:PROO"I* ' 2 UTILITY C . 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NPC PLAN NUMBER S ft..., � � ► I 1 H t.. _# z LAWSON PLAN ID 0 BU I L/,I NCa SECTION 0000 LEGACY PLAN NUMBER /NAME S'Lo) 1 =) 1 \ii SEC- TION.S = LJNIT- C.- (L , 7 i ) / 0000 SHEET 21 .52 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Raaslow. Kevin / BUILDING SECTIONS - UNIT C / F:\SB REPLICAIE \PULTE PROJECTS\N3W10201-TCG3-SUMLIER CREEK TOWNHOMES (PORTLAND \BLOCK OUTBUILDING 21 BUILDING 21 COMPOSITE.DWG 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. Q C'J 2. MANUFACTURED ROOF TRUSSES 0 24" O.G.. a) N 3. GIRDER TRUSS. • �� 12 12 4. R-4q INSULATION IN GEILIN&. (f) t1� 6 6 5. I-COI STS PER MANUFACTURER'S • r— ' SPECIFICATIONS. 4 6. R-30 INSULATION IN FLOOR. • r—I ROOF TRUSSES a ; - 7. 2x4 STUD WALL. f=i SPADING PER I 8. 2x6 STUD WALL. MANUFAC,TURERS 9. R-2I INSULATION IN WALLS. Prj O ■HEEL �HF 1 CSI-HT LAT'GUT `� EL I-1E 10I-1T _ _ \ O FLOORS -y . .� FLOOR 5 -I ct L. ci z O0 ■ 2 L.NITZ,KY 0. 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FLOOR I T.O.F.` . t S.'4 ` i �' 1 "�� ' I . 1 z - - - - - - - - t - - - - - - - - -- - - : + ; _ I - - 0 PLAN NAME A2 `., 4 i AD.'✓ ;!' i + 0 NPC PLAN NUMBER Wp I.C�i' ___∎ 1 I I Fw.. ,'%,.....00 i_ *• �s: • z LAWSON PLAN ID BUILDINCB SECTION 0000 LEGACY PLAN NUMBER /NAME �� I i STNS = SNIT S (Li 6:::,) 0000 SHEET 21 .53 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / BUILDING SECTIONS - UNIT B / F:\BSB REPLICATED\PULTE PROJECTS\N3W1 0201-TC03-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK Ot1T\BUILDING 21\BUILDING 21 COMPOSITE.DWG 0 KEY NOTES - SECTION: I. RQO1= MATERIAL PER SPECIFICATIONS. o 1 N 2. MANUFAGTURED ROOF TRUSSES 0 24" Q.G.. a N 3. GIRDER TRUSS. • 1� C17 N 12 12 ,----- -L 4. R-4q INSULATION IN CEILING. .-- _ 5. I-JOISTS PER MANUFACTURER'S • b 6 -- :2 SPEC IFIGATIONS. ROOF TRUSSES, 6. R-30 INSULATION IN FLOOR. • 1 LT' SFAGIN6 PER 1. 2x4 STUD NALL. Cs� MANUiAC,TURERS S. 2x6 STUD HALL. IC) cr) 0 LA YQUT q. 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E .4,),441:71EFel LA x NI 0 \ 51H. `x LI N , \ N PROJECT TYPE � its N � (F.:�I Z f ® .c,:: 1�IF FLOOR 2 F F r I [ \ �Ii...r_ .. --. FLOOR ? F.F. Lac. ._ �� T, _ _ - - - - - - - - - - - - - L --_ - - - - - - - mN \ COMMUNITY NAME FLOOR 1 ` i kin II rill `� i‘111110 < < L - I - _ FLOOR " Summer Creek o -. Y_- - - . - Townhomes F 1 st_ ,i , cc:i,l i ! { �� -\, II __ �• �''.r...# 0 LAWSON COMMUNITY ID Y, K. A A Y '� -10 GARAGE HANDING i va I Q (Varies) (A5NsI ♦♦ a SPECIFICATION LEVEL )P I.GG K` r I I ' o--N.-1?LGR I T.G,E. _ �_ - - - -t - - - - - - - - 1 ■ Z 1 - ♦ t .�_ �, PLAN NAME 1 is I I) I AD 5 ;' I I J 0 NPC PLAN NUMBER ■..-r+ I I WPI.C� t u- ,44. r# Z _ LAW54N PLAN ID 0 SU I i-�I N6 SECTION 0000 LEGACY PLAN NUMBER /NAME [,..,) 1 =, I \t41 S Co, T 1 ON.S — UN I 7 C- ( I 7 ) I SHEET 21 .54 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30 11 / RansIoyt, Kevin / BUILDING SECTIONS - UNIT C (2) / F:\ SB PEPLICAIIED\FULTE PROJECTS\13W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 21\BUILDING 21 COMPOSITE.DWG 0 KEY NOTES - SECTION: 1. ROOF MATERIAL PER SPECIFICATIONS. O 1 2. MANUFACTURED ROOF TRUSSES ® 24" O.C.. v3 C `t 3. GIRDER TRUSS. • 12 12 0 4. R-4c1 INSULATION IN CEILING. [n 5. I-JOISTS PER MANUFACTURER'S • >� _1(-n-- v1 6 F . ■ 6 ® SPECIFICATIONS. O. R-30 INSULATION IN FLOOR. • >� hl R��F TRUSSES � ® I. 2x4 STUD WALL. w SHAG I NCB FER ; ; ;r_ MANUFACTURERS __= / ® S. 2x6 STUD WALL. (=Pm) cri 0 LAYOUT -� G. R-2I INSULATION IN WALLS. o FLOOR ww J , FLOOR - - - - - - - \ Zt CU 1 ' i t at r-Ii / •1' / 1.i ' OOH 2 SATH 2 0 . EAT , 01,\INE 'S SUITE -= o " ral-_ - lIlk;*o'l °' , ,./:diki K K� FLOOR F.F. .� ..� FLOOR �' F.F. - - - - - - `� I - - - - - - - - [C}I FLOOR 2 ' FLOOR 2 Y P - - - - - H 4 I re /� ROOM Ho r, I I �l I I �V ROC,M AT RV O I ` I 1_. ■ '4' °\ ® -‹,<, FLOOR 2 F.F. l [ FLOOR 2 F.F. E-1 FLOOR I a rr _ FLOOR hi r"i + *,~; N ZIZ 6'-0 F- I=-Q II 2 -G X / X / 0 ii‘scl;ZAE —la) c.a c cwr) C� (.7 x I2 12 ' Z i Mi FLOOR I F.F. _ _ FLOOR I T.O.F.S. \ e Q 2 ►— if - ROOF TRUSSES 4 4 = = -yPAG N� PER MANUFA TuRERS LAY'GUT PRODUCTION MANAGER FLOC R. a -" AAA J AIWA FLOOR S Gary Culp A2 5U 11-171N6 SECTION - - - - — - - - - - i i 0 `� - - - - - - RELEASE DATE: 12/23/10 ! REV # DATE /DESCRIPTION % II _ N n UNIT B&C REVISIONS \� , \ 04/01/2011 1 . . N h I ' X 0 < ■ / I 0 1 _,..„__...__ "I _ DI . 1/ a c<1 A WI 0 - - - - - - FLOOR a F.F. nil- LLI FLOOR 2 i i �� \ Y :� FLOOR 2 1J„_ I_ .,s 0 .----\,.■%3/4 % a La lo s 4. 1 ,T, L ILI 0 N'S 7( A KI TC►'- N FO E 1- Y A c, k) _ NN _ SIM. x Ii I ■■ 1 z PROJECT TYPE cs3Q < (EI)� o \ P3.C3MF r °, 5 h N L L am' 1 1 0 \ r I - t••• FLOOR 2 F.F. ° FLOOR 2 F.F. f • r —,� - - - - N. - -; J A IA •i • ►rrirAAA% t , -1,,'I►•!! Summer Creek FL�GR I .� E � - - FLOOR I h ------ i 1.1.(A1,3:; :�� D Townhomes f �”--•� 0 LAWSON COMMUNITY ID I 1 �G . �G W 0000 .1��^ P Y ► 0 C.. ICU GARAGE HANDING (Varies) a cc 0 z SPECIFICATION LEVEL ; o - - - _ FLOOR I T.G.F.S. o --- ------1 FL_GGR. 1 F.F. _ : ; - - - - - - - - - - - - - - - - - - - - - - - z PLAN NAME l _ V) w I I A2 \, FI.0ci 'I) NPC PLAN NUMBER I- I 0 z LAWSON PLAN ID SECTION % .# - 0000 Ai 15U I L I LEGACY PLAN NUMBER /NAME SJ I =;' 1 \*1. SC,,, 7 1 0 Nkt,t. 5 - ,.00 \4. I 7 A (L 07= ' is) 0000 SHEET 21 .55 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT A (2) / F:\B_SB REPUCATED\PULTE PROJECTS\N3W10201-TCG-SUMMER CREEK TDWNHOMES (PORTLAND)\LOCK OUT113UILDING 21\BUILDING 21 COMPOSITE.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( 1` f ) I/2" O ti cL O'-OI' 2O`O ROUGH UNLESS NOTED OTHERWISE. ALL [V IN I l' V / % - EXTERIOR HALLS ARE ( i i ) I/2" ROUCI7+-1. I1 -i I� B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 1•••4 �E / UNLESS OTHERWISE NOTED. Can "II T I I 'I-IG I I67I_5I I I_IO?I IC -0 1 `11' 1 C. ALL CONCENTRATED LOADS SHALL BE • 1 '� V} / / r / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. › • r.-1 D. ALL EXTERIOR DIMENSIONS ARE TO SHEATH I NC-7 UNLESS OTHERWISE NOTED. cn E. (2) 2x6 HEADERS MIN AT ALL BEARING MALL OPENINGS UNLESS OTHERHISE NOTED. Q a.) L) F. POSTS AT HEADERS IN 2x6 HALLS SHALL BE tte-', 4x PCS (2)2x MIN. POSTS AT HEADERS IN 2x4 WALLS c:::,) i o - - --- - --- --- - \ -\ \ ,� SHALL BE (2)2x4 MIN, r Ct =1-t \ i I 1 G. ALL TRUSSES SES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERHISE ■- NOTED. 0 o 0 I U H. TRUSS MFG, TO SIZE MEMBERS, FASTENERS, p n �' \c) � -c, HANGERS i SET SPACING FOR ALL TRUSSES. V 1 I, HINDDW SUPPLIER TO VERIFY AT LEAST ONE )1"1"1 r-i P•"11 I6O7O OaD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR H .R. @I T'-O" EGRESS OPENING OF 5.-7 SGT. FT. WITH MIN. \ — S. P:: \ \_ _ -\ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; _ SILL HE I SHT NOT GREATER THAN 44" ABOVE •FLOOR, PER 2008 OREGON RESIDENTIAL . SPECIALTY CODE. M' J. PROVIDE FIRESTOPPING EVERY S'-I I/8" 41 I % 1 ,' VERTICALLY IN WALLS > &I--I I/8I'. K. ALL HANDRAILS TO BE MIN 54" - MAX 55" ABV TREAD AND TERMINATE IN A NEWEL POST CR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DI A, L. ALL GUARDRAILS TO BE MIN Se" ABV TREAD 1 b INCLUDING RAILS AT OPEN SIDES OF STAIRS. lee L C " ' M. ALL GUARDRAIL BALLLI TERS TO BE SPACED n— r SUCH THAT A 4" SPHERE CANNOT PASS �,� BETWEEN BALLUSTERS. ..■ 2 N. ALL HANDRAILS 6" GUARDRAIL S TO MEET 200e Q - TAN Mi•it �, OREGON RESIDENTIAL SPEC IALTY CODE. Q -41 1 01, „ I -O„ 0. MIN CLEAR HEAD HEIGHT AT STAIR S SHALL BE L� dm Sr S'-&'', MEASURED VERTICALLY FROM SLOPED �■ I PLANE ADJOINING TREAD NOSING, OR FROM - I- !II 41_I!II 4'_:�!II FLOOR SURFACE OF LAND INCA. P � II S� �'2 P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT / / / ARE SUBJECT TO RELOCATION DUE TO FIELD Q I1 . 14 I I I'-�i” 4'-I " 4'-4" _ CONDITIONS; CONTRACTOR TO VERIFY. I`, - / - -- / --- -- - / C6 _ \ ` `, �. - -- - - -- \ -♦ -♦ -9 �/ (WD POST x6 STORAGE : DENOTES WALLS WITH TOP PLATE GREATER THAN 1 51-11/5" ABOVE FLOOR - STUDS TO BE CONTINUOUS CO 0-y �� -h I I UNDER co i STAIRS 0 FROM FLOOR DECK TO PLATE E-4 rZCI ala -icy PROV 11)E C-��`RSUM i I - 7 _1_ _ 'i4) BOAR1� L)NI:ER STAIR L -1 cJ yr- AS REOU I RED BY THE 2005 OREGON' _ _ - h _ J , DENOTES DROPPED CEILING OR SOFFIT RESIDENTIAL GONE_ PRODUCTION MANAGER � ��� Gary Culp N. HR. I-a" - j\ RELEASE DATE: 12/23/10 11 I � REV # DATE /DESCRIPTION _ �J 'I Li Y1-1 UNIT B&C REVISIONS tl 1 Di 11 1 - 04/01/201I 0 0 CL A MALL _ a -1C. I y�� u) 'IT I N n o If la i iN1 s s- 1 1 -s w \ Z I \ F I w X 0 a. m I 0 0 tl1 q) w Et w Y i--, t-TL _ - \ 0 X I C� ( r T II- - c1 1 CA cS� CA U1 I tq-> \ \ i _ -If v –icw = v 0 I [0 U tz n - 1 1 (c ci ' c-4 r y -icv\ — — — _ \ 1 cn _�_-_, �► L i i N \ \ �. i6� �I - X61 L� © N PROJECT TYPE z A2 ® Al ° MF 60 1 -_- ___ o Q- COMMUNITY NAME Summer Creek 6i-On 5�- 4" 52'2-01" S'-41' 2'-4" 52' 5' Town homes '� h/ / // 0 LAWSON COMMUNITY ID / / / a 0000 I w II'-4�1 E'-=7" ' " / � __--__ / _# / _ / � GARAGE HANDING ca-, ,�� (Varies) 2O-Q 20 I-O I / ------- --- - / / Q cc Jt_ 4_ z SPECIFICATION LEVEL P z 0 PLAN NAME w J 4 Q1 NPC PLAN NUMBER • w 0 z LAWSON PLAN PLAN ID 0U(nUL(n LEGACY PLAN NUMBER /NAME REAR LOAD A ,- .0 0000 S1 /\JNI 7 AN,0" FOL) \,,k. =) 7AC--. 10N./ Li-LVNI, ,s I ' AN" I ST L ' O SHEET MIRROR A3.1 .2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT A - 1ST FLOOR - REAR LOAD - NO WINDOWS / F:\SB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWN HOMES (PORTLAND)\ LOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT A.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( 1' I ) 5 1/2" 0 d� 2G'-0" G_ ROUGH UNLESS NOTED OTHERWISE. ALL �I / / EXTERIOR WALLS ARE ( 't l' ) 1/2" ROUGH. ` r I�'-112" I 2" B. ALL ANGLED PARTITIONS ARE 4,5 DEGREES • 0 . N t UNLESS OTHERWISE NOTED. �-^ V J C.l) -"�2" '-�i" ..'-�" G ALL CONCENTRATED LOADS SHALL BE • 1'-i -ci r3 / / / / 2Q _C 1 TRANSFERRED TO FOUNDATION VIA BEAMS, INN ® / — ® / POSTS AND/OR SOLID BLOCKING. I01'-112" I " D. ALL EXTERIOR .DIMENSION S ARE TO SHEATHING 43 / UNLESS OTHERWISE NOTED. cr) 0 1C,_&" I E. (2) 2x62 HEADERS MIN AT ALL BEARING WALL = / / / OPENINGS UNLESS OTHERWISE NOTED. O I r 0 S'-q" 4'-q" 4'-C2" 5-5" F. POSTS AT HEADERS IN 2x62 WALLS SHALL BE I=4 v / / / / / (2)2x62 i-IIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. Ct )--1 F. sv c.v. ALL TRUSSES TO BEAR ON EXTERIOR WALLS O U ci G S VS o Q LEGC _U _U NOTED. �..� CJ� w'-' 6 < c 1 I U T -h -I H. TRUSS MFG, TO SIZE MEMBERS, FASTENERS, O n r) .0 q ,Sl 1 0 C3 ' HANGERS 4 SET SPACING FOR ALL TRUSSES. V 1- 0 �� �� G' I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE n , tuk) C 0 � ��� � �t � �� � WINDOW IN ALL BEDROOMS TO HAVE A CLEAR It Ii It EGRESS OPENING OF E.7 SO. FT. WITH MIN. ,,� .,. \ \ \ El' ____L___I \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; __- { SILL HEIGHT NOT GREATER THAN 44" ABOVE I _j I L_ FLOOR PER 200E OREGON RESIDENTIAL . ,� - i 0 SPECIALTY CODE. I I � � EC AL I U BANK J. PROVIDE FIRESTO PIN EVERY G-I 1/b Off., �� o /A S I E3E h`o0l' "r 2 se� °o VERTICALLY IN WALLS > -I I/� . 1-3'-6" 51-11+ = = K. ALL HANDRAILS TO BE MIN 54" - MAX 8" ABV h TREAD AND TERMINATE IN A NEWEL POST OR I ,�I 0 0 G/A-5•C �� u,/ -ICS �3 5F t- S'5 SF SAFETY TERMINALS, WITH D'IA OF 11/4" TO 2" G1 I 1/5" r J' t'1 DIA. �,'-�" 1'-01"-42" 2'-Sn" _.�" S'-an' E'-S " L. ALL GUARDRAILS TO BE MIN 562" ASV TREAD lo'-o" x 1"1'-2" C� 1 1 I 60, C I � 1 I �2 171 SF (A 1 I m ,�' / / .�' /�' �' / INCLUDING RAILS AT OPEN SIDES OF STAIRS. M. ALL GUARDRAIL BALLL STERS TO BE SPACED ICITGI-IEI�I I �U� �� SUCH THAT A 4" SPHERE CANNOT PASS r- I7/A-3.G I ` 4C� IPA S I 4CS II A \ BETWEEN BALLUSTERS. .■ -RA I � , I �� _ U ' -It'd HANDRAILS , r TO , � MI -RN . N. ALL HANDRAILS & GUARDRAILS TO MEET 200& / / SOFFIT AT / ANT Y / _ ` g,- -1 - OREGON RESIDENTIAL SPECIALTY CODE. Q �■ I" A.F.F.- 4�~ I�w C� 0)I 5$R cl C. �'11N CLEAR HEAD HEIGHT AT STAIRS SHALL BE \ ,� \ F C,i x -� C x' y Illb -�tv ITi J I w� - 62 MEASURED VERTICALLY FROM SLOPED E� C0 C� \ } �4" T. . �'- i� �° '�-]2� 0 -I N'? L r- I I , ,G 1 L.-J�" .(6) 4 -I jy- III PLANE ADJOINING TREAD NOSING, OR FROM ■ `�" /�`� , u c 1l III - V1ASI-4ER = FLOOR 'SURFACE OF LANDING. CZ IV CV` IS _ V =ATf-1 2/r, o° � trr1� I � IF -_� HOOKUPS � , I I--I ��� - .p. -ICd 4 °�� °CIS" 5I-0" —ICV \ �) \V J I -1{y T ,� �c� ry �____� h P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT C� L h / / / / I H/A-d%.G VENTED dit . -I ( `;� /A-5.0 s) it - _ �� H 1 _f_ SHELF ►�� ARE SUBJECT TO RELOCATION DIE TO FIELD Q �., - ��� "1-1-1 o ,RF + I _ CONDITIONS; CONTRACTOR TO VERIFY. s 7 u_ 24 Y�lL7R. U r'� z H. .U L. h r. 0 N ___\ 1_1-L41 2)(6—A-4177, _ — car K �' Gtr I m -T SC .R.C. I - ,/ i .�. .G. cod ( 0 -ci - 5f" I -a' _ c�� PLATE TH N " I� ■ p� G / U Ic DENOTES WALLS WITH TOP LA E A 2 -Ica = - �- ` I T ' K. / / / / sou c� U // kr) c? U 4 - T.R. x = • h �' I/ ABOVE FLOOR - STUDS TO BE CONTINUOUS Q q '>S') 0 h 1 -I{V T.F. = C� -I{V 0 �� U a� 9 its n < FROM FLOOR DECK TO PLATE ini ys y I � 1�C R � T1-'1 q �Y C� o o , -, ! `� a) ��. - ASR �7 ___ u0 $-1- /_ \? __ C �+ U 4 6 -, 1 4-,"" _0Y4-4 u c 4--- 0 �4" T.B. AL II II -. _• ► T �7C�'�'''I 42" LCA t I = i : :: IL DENOTE DROPPED CEILING OR SOFFIT DENOTES q'-I I/8" WALL C z I, = PRODUCTION MANAGER 15'-I" x I?'-4" -- —it�a Q ` —1{1 ,/ Gory Culp 254 SF I -1c �� �" RELEASE DATE: 12/23/10 15,_2 , 21-&" 4 _ 2�� _ U �s / - / �� -° REV DATE /DESCRIPTION -I — ' / / / UNIT B&C REVISIONS �� MATGHL I NE 'A' � - / ` 04/01/2011 i�t�,TGHLIN� 'A' - iii p T a mium.,.. _ lo -a '= -.td oV'4NMR.'S SLJ I TM s$R W L� h Q u C'� 1_ '.11 I/�'_� .1 �1 F LTJ �■ O 0_ i 1'.Scf SF T �w �s� .) ) {Ni -' 4,a, ,./., �-- IL— a f 1► - cn 1 , L., li 1- III I N. —lb III III I Ilj C,1'\ \ ci L 111 0 U o l 1 4 x I N L - -I 47 I i. to 0 u L I ��' c o a `AN. L I —J \ \ nD a x N N PROJECT TYPE A2 alli l MF MIF __,..._ / .....___ ., 1-- �,'��" / �'�C" I'�4" S 112" °" COMMUNITY NAME / / / / / - Summer Creek � �C C �C 4 �c : �ll� Townhomes / / / / / / / I 0 LAWSON COMMUNITY ID I'7'.-0" =71-112 1 2'-G' -1'-I I." w 0000 / / / / / / 1c -I12" 2 I�' 112" ce / / ' GARAGE HANDING „ (Varies) 201-0 20 ix I J.L. ca Z SPECIFlCATION LEVEL 0 P z 0 PLAN NAME Li J Q 0 NPC PLAN NUMBER II; 1- 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME L.) N1, 1 I T L PLAN� I I � 1�'= --- SHEET MIRROR A3-2.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT A - 2ND - 3RD FLOOR - NO WINDOWS --REAR LOAD / FABSB REPLICATED\PULTE PROJECTS\j'L3W10201-TCG3-SUMMER CREEK TOWN HOMES (PORTLAND)\LUCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT AIM (\I ASE •r-, N -FOR VENT • r—I [J] v\i-t-Acaof .7' SoFFIT GI" r�..F.F. cin iNalSC - 1^12456L 1A11 56R Yy3O36 r ti Waosn 1^ls6la HoLD c-ASINgT OUT I?" i N FRCM WALL • 1� r \ /I / \ ,- / \ \ - ` CU i I / / \ \ \ 1 1/2" 1 1/2" /' \\ � I FILLER / / \ ` / \ \ .1 \- 7-- /--- - -\ IN I /--- - -\---�-- - FILL R \ I 1 � FILLER cn 0 i :I \ \ \ r 1 / \ E\._ ._ _\ ,\ i -- I \ \ \ / —�I-4cc17�_ \ / \ t A )/ 17-7' 1, :x, , .\ , `1\, \I\ /I/ \,,, ),1 REF. cri cl-i ----- 3FACE - J I /' +4 -- I r I \ •1 r I I r \ /r r ri -i \ / \\ L Li \- � � FILLER I \ i� � / 11 �N/ 7- N N I / N X ,/ N /< -- - BD4I$ DIN 5856 51SL 550 RANGE 550 2'5415 524R OF ak / � I �� �� -o I a 2'_6, , 2 - , 2'-,� , 21-011 t r I�_E, � 2�_�, r , # A K I TCHEN 5 K I TCHEN G-) I SLANr: ELEVAT I ON D K I TC#HEN , r LISHT ' ' \ 11 I1 :EG E SEI:) ♦ \ I "ALL C� 1\ I/ /a", A5OVE �/flik X11 RRR \ i ; H OFEN AS FFLC / III�I�� ; r ._.,7'I -- 1 \ / F I-'--‘IRE!F'I LA• CiE I(1 I 0 ) - // /I \ HEART1=4 (3 ---1- [--, —1-: NN ■■ F I REFLACZ ' PRODUCTION MANAGER ivIANTEL SECT ON @ —F L F A\ VI:1AI Gory Culp AS RELEASE DATE: 12/23/10 SFEC,IFIE REV # DATE /DESCRIPTION ^ UNIT B&C REVISIONS �,,,/ I ,i� �p 0 / \ 04/01/2011 a.O R SATH - T i F I A L S. .Sed/ . 6R A I CC a w 0 _ a U A ILI 0 ci w A I_ LIGHT w LIGHT ♦ W ♦ id A I 0 \ L., W I- LA \ (T) A Ua 0 a&"x 4 " 4 I A co IRRQR T \ , h ♦ ♦ M X t o — r- -1 I -I o N PROJECT TYPE L -JAL J =l - I / I I \\ _ T �+ -�--� - 1T H 111 4 ® j� \ / li s J c, COMMUNITY NAME cy I1 \ ,. N , I y 1 w ♦ \, ♦ n- -- -----.� - Summer Creek VS5SS SOL VE05,4&S6, J Townhomes 0 LAWSON COMMUNITY ID 4�-o KJ 0000 `G / / / w cc GARAGE HANDING 0 SATH ca # I Varies} � N � a re z SPECIFICATION LEVEL a 0 z 0 PLAN NAME w J Q NPC PLAN NUMBER w 1- o IJ 17 I EL. EVATIONN5 z LAWSON V0VO PLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET MIRROR A.3.0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT A - INTERIOR ELEVATIONS / F:\ELSB REPLICATED\PULTE PRO J� CTS\N3W10201-TCG3-S_U__M_M_ER CREEK TOM HOMES (PORTLANOj1 LOCK OURUNITS\UNIT PLAN SHEETS - MIRROR - UNIT A.DWG ELICTCAL 8 71. SYVROL KEY_ 0 N L I&HT FIXTURES • 'CJ's cn L RECESSED CAN LIGHT L J REGESSED GAN - EYEBALL • '' cv GE I L I NG SURFACE MOUNT LIGHT r':) cri 0 FE0- WALL SURFACE MOUNT LIGHT 171 Q g . PE LIGHT w/PULL CHAIN SWITCH 3' lid 4. 0 WALL SCONCE Cri c•li I ( 1 FLUORESCENT FIXTURE 42E4 +j I ' (LENGTH FT/TUBE) cn am I OUTLETS 0 ° 0 I - - LC') Pi.ii DUPLEX OUTLET r /1141 7 dry-! � r �• SPECIAL PURPOSE OUTLET I. a :[ -��' IF (i.e. W.P. 6.F.1') \ ^ ,.i i ,I l., 1 , 1:) I, nPE SNITCHED DUPLEX OUTLET ft El 11: �/ , i, - Q20 RANGE/DRYER 220V OUTLET ,IV . -Li / ° i 5 1�f � 1,IR 7 Q a APPL I ANG - DIRECT WIRE CONNECTION paw�r / I at :;1!5 I I -t- OFT. -OFT TELEPHONE OUTLET I \ 1 GAN (TELEVISION) OUTLET 1 / I—e I 1\iv \ � 1 I I / I 1, M•_-- 3- \` -& ® I =- - THERMOSTAT sry 1-r --- _ ~: _�,, UNDER-GAUNTER OR l I 1 -- ��' CONCEALED OUTLETS oler I 1 L _I ' 1___ -.44 41)- / \ / \C) SNITCHES - E. -� - z 4 SINGLE POLE SWITCH I I ::— THREE-WAY SWITCH -•r 1 1 \ 1 I r----,n I �� \ � I� �� i i � g � „Cl� 7 r-- /�Iyy�I�h\I -C,> l . -0 ILJ Sul 4 6i L-.J �7�T 1� \\ �II 'F-if I - _-_-__ __..-__- _ MO--e- L�' N D 1�I �' ar, _ ` ` 4_, II ri- FOUR-WAY SWITCH `rat I f to . , �. __Lk__ - F-=-I 1 I HS 1 I - - -- - Ili. _. - 1 ;I %PEG USER DEFINED SWITCH Q,AL t „L I I r I1 J ihI. ^ 1 MLA r OFT. 7 \ I — /C MI — — - - I -•. r EXHAUST FAN - ■ (ir'i'(\t--,c?.,rEf.?, L'F I L 22 v I \ / / ® • OUTLET, Ir;uuuuuIrf I I - � �� •• Mk .. J i r�� EXHAUST 1=AN/LIGHT — W \ L�� _ / y 1 'I-40NE /. _ r I I_ ( , TH+ � ; r___: ) _ LJ EXHAUST FAN/LIGHT/HEAT W 1=�RE e�I,RE I I 1 / p __ I'OR _ - s�i_ �'/ i� •-./,� ee _ j I \ II ii .L SMOKE DETECTOR O 'ENER\ _- r LJ L '�, LN TO a n�a N TO SD SUTTON \ 1 . O' T' 7�/ OPT' \ L I BHT I L_I C7HT PRODUCTION MANAGER 1 I `� c ELECTRIC WALL HEATER \ •, •- �) f- I Gory Culp I D �, i \ / \ -- _ I RELEASE DATE: 12/23/10 UP TO I PANEL ELECTRICAL PANEL �� 1_14.1-IT — _ } C\�' 1�;�I Jam_� � I I REV# DATE /DESCRIPTION a h •=4-_;, 1 I / W EMERGENCY LIGHTING �- UNIT B&C REVISIONS 5D i I 7 `\- 1 Utz TO 1 ■ / I(-EX-)1 EXIT SIGN 04/01/2011 � �✓ DST `'� I���T .--- L I BHT SIT , I \ 1 c,(1 �� �� f BASEBOARD ELEGTR GAL w L 0 � h II \ II HEATER a ELECTRIC — 1 \ -=J J 1 c l�V�,LL 1�fGUNT l+J'� _ ---, \ O l f 'S IU DOORBELL CHIMES ` A 0 ---------------------------- - HEP�TER \ _ _0 0 DISPOSAL z �Irl r -- -- A i_ 1• IY\ ' �i l I . OPT CEILING FAN/LIGHT A 0 7. .• iii` I V 1- / - - 0 0 a % La la + I [- I Iii Ii HI Iii I i Fn Li r% FLOOD LIGHT a_ ‘j - Ifs 0 L I A 1 1 , ELECTRICAL PLAN NOTES W II A LL I A. ELECTRICAL CONTRACTOR TO PROVIDE L _ J REQUIRED DIRECT HOOK-UPS/CUTOFFS. . . M B. HVAC CONTRACTOR TO VERIFY THERMOSTAT N • LOCATIONS. z PROJECT TYPE MF C. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND W COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE HO V w/ Townhomes BATTERY BACKUP, WIRED IN SERIES, v LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX 10'-0" 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. GARAGE HANDING E. PROVIDE AND INSTALL LOCALLY CERTIFIED (Varies) SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND o SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING CODES. F. PROVIDE AND INSTALL GROUND FAULT CIRGUIT7 PLAN NAME INTERUPTERS (GF I) AS REG BY THE NATIONAL ELECTRICAL GODS AND MEETING THE 0 REQUIREMENTS OF ALL GOVERNING GODES. (i) NPC PLAN NUMBER I _ ST II ,c4) c cLi I LAWSON PLAN ID VVVV LEGACY PLAN NUMBER /NAME 0000 EC,- --TR. IC- AL L PLA\!PLANN, SHEET MIRROR A3-4.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT A - REAR LOAD - ELECTRICAL - NO WLNDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SLIMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT A.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( 1' 'r ) 5 I/2" d 162I_G11 I�'-G" ROUGH UNLESS NOTED OTHERWISE. ALL NI HALLS ARE ( ' 5 12" ROUGH. CU ` r EXTERIOR bALL� A E , r � , I 0 ^' I " I '�I B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r� � � UNLESS OTHERWISE NOTED.. C J I " II r , 1 TO , , , ,r , r I I G. ALL CONCENTRATED LOADS SHALL BE • '� � S—��2 ell—?.)" I —52 � 1'—10-2' 6'-GZ' • cjl / / / / / / TRAN-,FERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. • rii•I D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING (::::) UNLESS OTHERWISE NOTED. cr) 0 E. (2) 2x6) HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHER'I SE NOTED. 1117i P) F, POSTS AT HEADERS IN 2x6 WALLS SHALL BE P=i it (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ' SHALL BE (2)2x4 MIN. tt E.: \ . \ \ N. - f LI _ \ I I G. ALL TRUSSES TO SEAR ON EXTERIOR WALLS ?••••••14 AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED. � cn 0 0 c: 0 H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 0 p o ti I 4 I HANGERS 4 SET SPACING FOR ALL TRUSSES. N I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE Pi'll T P"'i WINDOW IN ALL BEDROOMS TO HAVE A CLEAR 1070 GG�" EGRESS OPENINGS OF 5.-15G. FT. WITH MIN. HiR. �' � aO r �� , ,II , ♦ _- __-_- _-- --- _-_- -- \ ♦ \ \ DIMENSION OF 24 IN HEIGHT AND 20" IN WIDTH; — ! SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2005 OREGON RESIDENTIAL _ ,� 1 SPECIALTY CODE. , • 0 I J. PROVIDE FIRE STOPPING EVERY S'-I 41k4"' ,4 VERTICALLY IN WALLS > S'-I I/S". K. ALL HANDRAILS TO BE MIN 54" - MAX 5&" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. '`h L. ALL GUARDRAILS TO BE MIN ES" ABV TREAD 4 L - J INCLUDING RAILS AT OPEN SIDES OF STAIRS. �; u) a) M. ALL GUARDRAIL BALLL,'STERS TO BE SPACED 2 C'A SUCH THAT A 4" SPHERE CANNOT PASS TAN M AIR.,A M BETWEEN BALLUSTERS. (....D E -I I/8 N. ALL HANDRAILS ,t GUARDRAILS TO MEET 200e 0 15'-2" x 38'-O" OREGON RESIDENTIAL SPECIALTY CODE. (11-112 4?�F SF 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE � Q 4'°4" I L= ' 4 -S I -S2' -I I I II' r , FROM , � ~^ � / ,�--- -------- ---- -/ / � / h -� MEASURED rVERTIGALLY FROM SLOPED - PLANE ADJOININO� TREAD NOSIN S, OR FROM Cl �[ FLOOR SURFACE OF LANDING. Cy♦ �♦ P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT �' M -♦ _♦ ♦ _\ ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. ;ei STORAGE -isv < UNDER. T W CI STAIRS [i-! cc.) KEY:°: CD -cc.) cs> (� ♦ PROVIDE GYPSUM �GAR1� �JNDER STAIR 0 DENOTES WALLS WITH TOP PLATE GREATER THAN • ,� ' S'-I I/S" ABOVE FLOOR - STUDS TO BE CONTINUOUS w AS REGU Ii Ei� Sr = FROM FLOOR DECK TO PLATE E�� 0 `' OREGON C� _ THE 2005 CGS � 4 RESIDENTIAL CODE ,..7 �' CJf I- -ICI —IC4 in 1,61 I `�- ,_ I DENOTES DROPPED CE I L I N6J OR SOFFIT , )> I —.�� 10 PRODUCTION MANAGER ~� / Gary Culp /\ RELEASE DATE: 12/23/10 ts! REV I DATE /DESCRIPTION r` r` c / 9 < , A UNIT B&C REVISIONS h CC! CO v _ Fes- 04/01/2011 cy CA S i91 °- Q w ♦ - t OYE - rA I ` Z A I - do w Ct 1-4--R. @ 6,'- ",' a ,A, X 0 Nv w Q LI 5I-7" S II -ice -I(I 0 t5- x 1. 0 I I � w ' r n\ �s- - \ \ ♦ - I _ 7 `d A -ICV I v I -KA ¢ 0 T r�7 h _ Cf! CO - -Cl = 11- N PROJECT TYPE -- _ ♦ ♦ ♦ — ♦ ♦ ♦ ♦ i>♦ l�s 0 , Ur°� c�� D a 6C! w COMMUNITY NAME SI (53> Summer Creek J Townhomes I I . � � w o LAWSON COMMUNITY ID I ,I 1 I I F 0000 2 -42 -3 II 41-11 5'-5-7. a 111 � I IO, / / // / CC GARAGE HANDING _.. II 4I-Tn.I' .5n" 101-42 ' (Varies) / / // I6 ill I I I II II Q / / x SPECIFICATION LEVEL 0 16,1—0= " z 0 PLAN NAME w w a 0 NPC PLAN NUMBER Ili 1— 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME REA ---",--=: I O /\ I OA 0000 IT Q 5 /tL`h , PLAN IST 1 : AN SHEET B1-1.2 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: War. 30. 11 / Ranslow. Kevin / UNIT B — 1ST FLOOR — REAR LOAD — Il / F:\SB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES {PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT B.DWG FLOOR FLAN NOTES A.cL I6'-C" ROUC H INTERIOR PARTITIONS NOTED OTHERWISE. ALL 1/2" CA CA c\I ! EXTERIOR WALLS ARE 'r f ) 5 I/2" RCUSH. :$1-2,-(" Imo'-I I" 1 1" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 2 t e)r UNLESS OTHERWISE NOTED. C.I9 Cis) K G. ALL CONCENTRATED LOADS SHALL BE • 01 I�'- �'- I, di 1 C,_0„ I TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR _OLID BLOCK INS. • / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATH INC_ ® ® ��� I I,5'-I I" I UNLESS OTHERWISE NOTED. '.IF;,"_ IC _C , E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL v) _--------„<_-_- - , OPENINGS UNLESS OTHERWISE NOTED. C �! F. POSTS AT HEADERS IN 2)47 WALLS SHALL BE r2 V , ! (2)2x6; MIN. POSTS AT HEADERS IN 2x4 WALLS __!- SHALL SE (2)2x4 MIN, Ct G, ALL TRUSSES TO SEAR ON EXTERIOR WALLS L7MGfC ue � AND/OR GIRDER TRUSSES UNLESS GTHERWIS�E "�� NOTED. zU aS� (� cn C , U < Q O 11 SIZE S, S, C� 1"� n .0_ � -y H TRUSS MFC�. TO r�IZE MEMBERS FASTENERS, ' - ; v .) -HI,' SET TRUSSES- CV 0, , HAN SERS 4 SET 5-PACINS FOR ALL TRUSS � � ! ! � � I 0 �, I, WINDOW SUPPLIER TO VERIFY AT LEAST ONE U D- 0 I JVIINDCW IN ALL BEDROOMS TO HAVE A CLEAR I \ EGRESS OPENING OF 5. SO, FT. WITH MIN. ♦ \ ♦ Li 4' ♦ ♦ ♦ ♦ ♦ ♦ r=ii III I( ♦ ♦ DIMENSION OF 24” IN HEIGHT AND 20" IN WIDTH; I ' r ;ILL HEIGHT NOT GREATER THAN 44" ABOVE I s-j� I' L / (� .' TUb/ FLOOR, PER 200& OREGON RESIDENTIAL ,� I C; `✓ SHORTER SPECIALTY CODE. ;� y 4 ' O .` J. PROVIDE FIRESTOFPING EVERY E'-1 1/&" 1, '• ,, I a %r BATH VERTICALLY IN WALLS > &'--I 1/&". I „,\,/ S ' K. ALL HANDRAILS TO BE MIN 54” - MAX &" ABV I 0 I a Ko c,r`'i 2 TREAD AND TERMINATE IN A NEWEL POST OR .r 0� I T I� co ci s'-I lie?" h SAFETY TERMINALS, WITH DIA OF I I/4" TO 2" q'-I /S" q'-1" x la'-3.. DIA. c IL H.S. G. 100 SF L. ALL GUARDRAILS TO BE MIN C" ABV TREAD 15-a x 13-(� _ 0 — X INCLUDINC-, RAILS AT OPEN SIDES OF STAIRS. 233 SF r -‹ U — — — — -- — — — �4C M. ALL C-AUARDRAIL BALLUI STERS TO BE SPACED MATGHLIINE .1�. -'ev - ♦ ., SUICH THAT A 4" SPHERE CANNOT PASS A .I I 4OS 51 FASS �y N. ALL HANDRAILS GUARDRAILS TO MEET 200 .� OREGON RESIDENTIAL SPECIALTY CODE. 0 h = h G. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE \ I) LOFT S.R ' C'-&'1 MEASURED VERTICALLY FROM SLOPED 1+ + ♦ PLANE ADJOINING TREAD NCS ING, OR FROM .r< =� -3� � � 2&6'S I ,-, in MASHER FLOOR SURFACE OF LANDING. 4 �- -2 O H (II H III HOOKUPS P. ALL ELECTRICAL AND MECHANICAL EOUIPJ`'IENT ~ / y , 8'c �� ,— .0 i ',.i� �%� _Ici ARE SUBJECT TO RELOCATION DUE TO FIELD ♦ = 4'-I" U �" I'-�. "��_ 1-1-' 1111 OFT. STACKED .g CONDITIONS; CONTRACTOR TO VERIFY. --- -I / !�!_',) 1 1 / MASHER/DRYS i ,.,'FT]an r-- -i II LAUNY -- 5� OPEN SELC�J I , KEY: �� 1 D/l� I qn ■n 42" LOIAI I ♦ DENOTES C� j ♦ b r -1 G ♦ D h .� �„ S MALLS WITH TOP PLATE BEATER THAN E 1 V < II II ;INK -h < I IAIALL_ - 1' VENTED , , _ G , , I I,- ', i _ LA LA \ -1 1/ ABOVE FLOOR STUDS TO BE GGNTINUCU., _0 rr� ii 4M" LOyy - i _0 \' t I � V i z SHELF FROM FLOOR DECK TO PLATE ��I Biz II II I�IAL_L �/ J i I y � �� i I �G°�� z ■i11 O. `� ��� R 1 , II II 1C I T�l--I N — 1 J 0.--) I—• 11 II z 4 Z a) `°li- —ISd ��i �� y J ,� 24C s „waft., h DENOTES DROPPED CE I L I NEB OR SOFF I T 1 u , J G MANAGER ) I': I Ci 7\ O N.Mrk'v BATH Gary Gulp ~~ 4. 0 ID f S/E- •.O RELEASE DATE: 12/23/10 1 0) d i I ] / REV i DATE /DESCRIPTION K v11 CO 11 .,I I UNIT B&C REVISIONS ti 4 CI ii , = r'� I ✓ 2x6 lAlAl-L- U4/01/2011 T 0 1�4 I 1?i\ /� lt„ _ r 0 F— k VI • I✓RGCM 2465 " A � 0 C,A5 z li w n I— I w CC {�� 0ANM 's su I TIE 0 (41:1 `� DINING - IS� `i� h S'-I I/S u) II'-4" x 12'-4" w ri ri 4 - 9 s h� c '-I I/8" J/s.I .G. I3-1 SF ( 0 >. Io,_4�, x la'-0" IL � c� ICI SF T.P.a S4R ♦ \ ♦ \ w c� u, X � ._ - '� `� PROJECT TYPE \ - z MF L 0 U 0 y U 1 I 9 I 9 y _i 0 - U Ci C~' a COMMUNITY NAME in �, --- �, (.51-- Summer creek ii �' �' a 5i Townhomes /- r ! 0 LAWSON COMMUNITY ID 1 0000 -O 5-0 -112 S -IC 1-Is' w ce I i„ I„ I„ GARAGE HANDING 4'42' )0'4-, 4 -I12 IC III �, / _ — , �. - , (Varies) a 1 -11 .. o I '-I I r ,r / z SPECIFICATION LEVEL 0 1 1 I6'-0" t , , z 0 PLAN NAME Jr__ Li J a 0 NPC PLAN NUMBER Ili I- 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 L.,) N I ' =3 SEQN - _ ALAN UNIT I L PLAN SHEET B1-2.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslov., Kevin / UNIT B - 2ND - 3RD FLOOR - Il - REAR LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W102O1-TCG3-SUMMER CREEK TO HOMES(PURTLANDa\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG J1 cu C\I GHA5E 0 :4,74 C\I SCR VENT • r•1•1 ci.9 N IP YKMSCEC2 I36 • 1 1243&L 1A1243&R W 2 1 3 S L ` 1N124S R 1"i 5 1 1 a 1�1I 23&L . N I LIGHT 1 \�/ ♦ w I —�� �� '�z ■ I`, ->I ( / _ cry 0 - ��—— --��� . - -- f --- - ` ` �I Imo' I- -1 cv . -1,4-1-c<5e1" zi \ - I'd 0 ■ ' ' \ ' i <.I I. \ II 7/ - s .X ' Ct REF. IrJ I---- - '� 1 iI 1\ I I J tI I \\ I \\ // L\ __\___ - — , -, i I s \\-\�\\\\�. `� IF El m I1 \ / I ,� H\, 1 /1 \ / I I IA\ 0 N o try E x 1 fir, ,/, 1 P-1 1<crr_13 P...1 / \ ■ \ / \ --, .- lir ,_\.\\.\\\\\\\-\\\\\:\\\. 1 ,\\ „, I , ,,,,, , I, , , _„_____ . , , ,1 1 , , \, „ ♦ 1 S24L ID54IS MANGE 5248 EI2L DW S556 i i^ iir .' . lik ..1” =—O 2 6) 10 O 2 on" 31-0" olu 4 I PP;4 v ' - . K I T N I T N KIT THEN FOIACER T ' WALL / \-/-\\.< 0 i____/ \ -Q. ♦ SAS rFL . \ W - r~ -ICJ 0 L 567 I:).V, - \ T /R.O. Ffi AMINE 1 'FIREPLACE Cam,►I E-1 W / FLUSH 1 7. E—i HEARTH ► / VARIES / ►� EXH. VENT C I t EFLAc E PRODUCTION MANAGER iviANTEL SECT ON C9> = L C CL=AN VIE1A1 Gary Culp AS RELEASE DATE: 12/23/10 SPEC,I F I E REV # DATE /DESCRIPTION n UNIT B&C REVISIONS & AT ROOM ! \ 04/01/2011 co 0 OAT Q\AL= °- w A a — N n 1 0 ri P, n I— I w ce w LIGHT � � I 1- ♦ LIGHT w(I) ,T, a 111 O _\ . VENTED 7, I SHELF 7 A SO P a--)6"›< 42" MIRROR iv\ 5HCwER POOR _ A cn I RROR \ T N PROJECT CT TYPE 0 � y = ° MF L__ /LJ� �� H l L [ --L� J r T I, rI , i J u I _ \ \ • COMMUNITY NAME 1�� I I — = , ; _ 1 t�� LQ < f: Summer Creek L N I 1 L L---` \ - i ,= D Townhomes ' - —. ., �, - a LAWSON COMMUNITY ID VWS336:23CR /SDEa&C36 E36, ;22 0000 w 1 / 51-C, / , 3�-C ✓�-C N GARAGE HANDING L.� 6J , ll , (Varies) a ce 0 4110 A T H O I 'S BATH O N 'S SATH L A N '1' a SPECIFICATION LEVEL Il' z 0 PLAN NAME w J Q O NPC PLAN NUMBER w I- L) \117 IN -T-EiR, 10 ! L \/ATINS O z LAWSON VVVV PLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET B.3.0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT B — INTERIOR ELEVATIONS / F:\BSB REPLLCAIED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\LOCK OUT\UNITS'tUNIT PLAN SHEETS — UNIT B.DWG • ELECTR CAL 8 ,71. SYV8OL KPY .� � LIGHT FIXTURES ' T� N ciin L RECESSED GAN LIGHT L J RECESSED GAN - EYEBALL • -(13)- GE I L I NG SURFACE MOUNT LIGHT (1:•:) .1.-'4: 0 IS- WALL SURFACE MOUNT LIGHT g N - � LIGHT vv/PULL CHAIN SWITCH t li Cri clo — - - w WALL SCONCE �, - - - r-I '- FLUORESCENT FIXTURE 4 ,�,� (LENGTH FT/TUBE) GAT. 7 OUTLETS ° O 1A/C 1 - DUPLEX OUTLET 1 1 GFI-WP { I-1AP f 4 (� SPECIAL PURPOSE OUTLET J `I (1.e. W.P. - C.F.I.) ( r HI I I /--- Eler.Pone! I 0 n SWITCHED DUPLEX OUTLET __ _ - I - I I I _ GAT. � .. �r 1� o I I 1 OUTLET �o RANGE/DRYER 220V OUTLET •/j — TV AND a�71-4 2 -� AP'LIANGE -' PoYVEI�; L��JJ D I REGT WIRE CONNECTION �L+J� `L+I / PHONE a R� 1 II / CPT. `CPT. [ �G'�T - - I / M _ � 0 -1 TELEPHONE OUTLET BFI I '/ GATV (TELEVISION) OUTLET L J t�;r, / ".. r T THERMOSTAT < .. / y_ UNDER-COUNTER OR `� <_ / 1 \ ) 'I // 1 Tv ! / _-_- =-tom CONGEALED OUTLETS t =9 \ �1 . AT OFT SWITCHES \ / /�1 f SINGLE POLE SWITCH Q IL-,J� L) GF I L CPT./ / GPT. _ Ha / / '/ THREE-WAY SWITCH < t :'I-c-AR / .. T `N� ,/ / L T 1 I I r 4 -- O- --- - ,/, ( ) 1 r-- FOUR-WAY SWITCH `-! � R�� t,� – i \ I III II- P, – _ .< I �= —�\ �� 1- 5 USER DEFINED SWITCH E--7 E--�ilk ..- _ 'a �__ --- SPEC - 'F--■ �'r--AN- r — ---- - -1 + 1,\ 5E7 k?_- -- ,� i ,Z I �' 'I ,�\. � f MISGIXR ] # ` (I'�ii, I /1„„,,i, �I�� � Cd 4-_J � J \ I �I I __4. L iTuEs FAN i-7J 1 r C1 �' 1 1 G iii LJ EXHAUST FAN/L I GHT (._) II II - W E -' GF I - L I GHT II 1 b �' r EXHAUST FAN/LIGHT/HEAT �' �' DN TO II I•-- \ 1 j L I HT --I-- -I r ® SMOKEPETETO �_ \/ ] 22 N # PRODUCTION MANAGER ELECTRIC WALL HEATER 1 I � � I �, � ��-_ ��THI Gary Gulp 11111 1 �, r ' i r ELEGTRIGAL PANEL RELEASE DATE: 12/23/10 ] I ir1 1 � REV # DATE /DESCRIPTION ~��R I L s I 1 I IA N 1&FI •� EMERGENCY LIGHTING II 1 1 010 W UNIT B&C REU1510NS WIENER r I .1 1 n l Ai 5UTTGN 1 ii if I�-�x-�I EXIT SIGN 1 l 11 � 1 - ` n � U4 01 2011 4 1 Mr_I .� — ] , � - � -- ,,. I I I � I \ �}fin I] BASEBOARD ELEGTRIGAL J \ / / HEATER a . ] , IU DOORBELL CHIMES ` A � a ] ELECTRIC \ \ - V+1 I \ WALL 1vIGlJNT \ .I . .. \ DISPOSAL W (1 HEATER 1i ] I sp ' T ? �I� --1-) A I— 1\ cc ,A, X 0 0. -"Him \ / -A \ % a cc ' 0 _,• * ao OPT GE I L I N& FAN/L I CHT iv 1 W /411e- I � `; \ € 0 N E R� ______ _ vii � ('�l�J SL)I Te FLOOD LIGHT r 1 3INING AT ENO �`- 1 115'� UNIT 4 ELEGTRIGAL PLAN NOTES 0 _ _1 I I - 1 GGNDITIGN '� A. ELECTRICAL CONTRACTOR TO PROVIDE _ Y A \ ` �. 4Ii I ATE I !II REQUIRED DI REGT HOOK-UPS/CUTOFFS. . I LATER GR_I I ]; I] �Ji �` III` I III I B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N — — UNIT I I LOCATIONS. PROJECT TYPE �J GONDITIGN1 0 �F L J C. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND W COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 1 1 V w/ . Townhomes BATTERY BACKUP, WIRED IN SERIES, 0 LAWSON COMMUNITY ID NTERGONNEGTED TO ALL OTHERS, MAX 10'-0" 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETECTOR PER SLEEPING ROOM. 0 GARAGE HANDING E. PROVIDE AND INSTALL LOCALLY GERTI F I ED �VarleS) SMOKE DETECTORS AS REQUIRED BY NATI ON. FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL o MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 F. PROVIDE AND INSTALL GROUND FAULT GIRGUITz PLAN NAME INTERUPT-ERS (CFI) AS REO BY THE NATIONAL ELEGTRIGAL CODE AND MEETING THE < 0 NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING CODES. R4 5 0 7 I Fi OCR = � LANPL AN T D — LEGACY PLAN NUMBER /NAME 0000 ELE - T CAL FLOOR PLAN SHEET B1-4.2(c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - REAR LOAD - ELECTRICAL II / F:\BB REPLLCAIED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG FLOOR FLAN NOTES IC'-O" C I&'-0 Ck A. ALL INTERIOR PARTITIONS ARE ( 1" 1 ) I/2" a /jr l' 'C H UNLESS NOTED OTHERWISE. ALL �I RGU� � V _, , 151-11" _� � ) r , � � EXTER IGR WALLS ARE ( 'r � i � I/2" ROUGH. � CI dir B. ALL ANGLED PARTITIONS Afi�E 4�� DEGREES • r••I --.�1" q'-5" 1'-a1" I or-102 -01 UNLESS OTHERWISE NOTED. VJ / / / / / / / C. ALL CONCENTRATED LOADS SHALL BE • r•al v1 TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING w UNLESS OTHERW I SE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. O d F. POSTS AT HEADERS IN 2x� HALLS SHALL 5E t Tind(2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS �` SHALL BE (2)2x4 1-1 IN, Cct CI) , -1 \ \ \ — lam ri cLi al 0. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERAISE NOTED. cr) y '' ,L) ,c, ` H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,.D � [`Jd d HANGERS 4 SET SPACI NCB FOR ALL TRUSSES. �] 1070 OW I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 14 P-1 HDR. �, =7'-0" HINDOW IN ALL BEDROOMS TO HAVE A CLEAR \ \ \ • \ \ EE RESS OPENING OF E. SO. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; II SILL HEIGHT NOT GREATER THAN 44" ABOVE \Ali I FLOOR, PER 200E OREGON RESIDENTIAL 1 I I SPECIALTY CODE. 0 ;1s J. PROVIDE FIRE STOPPING EVERY a'-I I/E)" #0,4-10 j VERTICALLY IN WALLS > '--I I/s:" K. ALL HANDRAILS TO BE MIN 54" - MAX ---3&11 ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" —icy DIA. —isv —isv ' (f4). CO! -I d- L � L, ALL C�U'ARDRAILS TO BE MIN �h" ABV TREAD I in - INCLUDING RAILS AT OPEN SIDES OF STAIRS. i, ,:( M. ALL GUARDRAIL DAL LU LUSTERS TO BE SPACED • 2 A SUCH THAT A 4" SPHERE CANNOT PASS BETWEEN BALLUETERS. S'-I Ila" N. ALL HANDRAILS GUARDRAILS TO MEET 200& Q ff'I III _� r 15'-2" x 55'-0" OREGON RESIDENTIAL SPECIALTY CODE. 4-4 I -6 10 `2 ' Jr S 1' I -S 446 5F 1 0'-I r �-j r / / / / / / 0. MI IN CLEAR HEAD HE I OHT AT STA IRS SHALL BE ISi h'-&", MEASURED VERTICALLY FROM SLOPED -1 \ - \ PLANE ADJOINING TREAD NOSING, OR FROM Cr)�'\ j ` U` FLOOR SURFACE OF LAND INCA. P. ALL ELECTRICAL AND 'MECHANICAL EQUIPMENT [' STORAGE - ARE SUBJECT TO RELOCATION DUE TO FIELD IJNDR = GONDITIONS; CONTRACTOR TO VERIFY. �, M---. U = 1 Q r STAIRS , ( �' i - � -- FROV I DE GYFSUM W ►� QO BOARD UNDER STAIR (- K.Ei': (.._ I� AS REQUIRED 6 I= Q DENOTE MALLS WITH TOP PLATE GREATER THAN THE 2000 OREGON C) ,� i it W y 6-I I/ ABOVE FLOOR - FTUDS' TO BE CONTINUOUS' - - RESIDENTIAL GODS FROM FLOOR DECK TO PLATE { WA I- cn —icy _ —icd,),—— y o DENOTES DROPPED GEL INS OR SOFFIT PRODUCTION MANAGER _(S� /`� Gary Culp 0 --( RELEASE DATE: 12/23/10 C`I " Pi r REV I DATE /DESCRIP11ON CA 0 n UNIT B&C REVISIONS ' ■j 0 , 1 04/01/2011 it w o n Li J �.� I. 0 �c),-E- is \ ( A � 0 � C� 0 Z_()\ 4 W A 1 II I f �� - tf7 II 0 LJ ice .-_ `4 w ' c, ti � y` \- _ 51-10" L — —n_� - - 2 Y N 0 y x `� \ \ �3 \ c \ -- A —icy it = 0 0 ii) L I I 1( ' 0 w - z � - - - J \ \ \ \ , - \ \ \ X cv `'J o 1�1F PROJECT TYPE ci!pi a COMMUNITY NAME w I Summer Creek +f 5. Townhomes I� " s'-c1G' 101-2" // // / 0 LAWSON COMMUNITY ID / / nn 5' el-" 10 -1 " U000 / / / w i" 1 / G I I '-�I I" G"7 GARAGE HANDING Jr ISO'-O" - (Varies) Jt_ ,i, 16'-O" o z SPECIFICATION LEVEL c a P z ( PLAN NAME w J 4 0 NPC PLAN NUMBER w ;-- 0 z LAWSON�PLAN ID VUUU R.EAR., LA =) R.EA Lt4\ LEGACY PLAN NUMBER /NAME Li) b\ti 1 7 C.- L) '''s. A710 ,\,./ Ate! PLAN U NT IST 1 ,CCiR,.. L. A 'ttk,N. SHEET C1-1.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin /UNIT C - 1ST FLOOR - _REAR LOAD / F:\S.B REPLICATED\PULTE PROJECTS\13W10201-TCG3-SUMMER CREEK T01 fNftOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG FLOOR PLAN NOTES I� =Q d4-- A. ALL INTERIOR PARTITIONS ARE ( t 'r ) 5 1/2" a ROUGH UNLESS NOTED OTHERWISE. ALL �N 71' EXTERIOR HALLS ARE ( 'r 1 ) 5 1/2" ROUGH. _�, B. ALL ANGLED PARTITIONS ARE 45 DEGREES + t jr ,,i P-1-21-" UNLESS c�THERHI=E NOTED. �'-=1 / - - - - - / 1 G. ALL CONCENTRATED LOAD'S SHALL BE • I I-o 11 TRANSFERRED TO FOUNDATION VIA BEAMS, ® / ® ® / POSTS AND/OR SOLID BLOCKING. • I� I 1 II D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING UNLESS OTHERWISE NOTED. ijr �4 10'_-� E. (2) 2x6--) HEADERS HEADERS MIN AT ALL BEARING WALL 0.3 0 / / / OPENINGS UNLESS OTHERN I SE NOTED. lawCi Q bs aI--q I II E7'=- 2"" F, POSTS AT HEADERS IN 2x6) HALLS SHALL BE 04 / - _f ---, (2)2xs MIN. POSTS AT HEADERS IN 2x4 WALLS CU SHALL BE (2)2x4 MIN. Ct f, G. ALL TRUSSES TO SEAR ON EXTERIOR WALLS I Ct 3:7E c.< D, 3 _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE z Q kn 0, NOTED. ;...4 " Q 11 J ' H. TRUSS MFC�. TO SIZE MEMBERS, FASTENERS, p n n9, V r l 111 / I HANGERS SET SF'AGINC� FOR ALL TRUSSES. a4 ( ( I, JAIINDOW SUPPLIER TO VERIFY AT LEAST ONE c-) Pmii 0 ( l J�JINDOW IN ALL BEDROOMS TO HAVE A CLEAR � I ( ' I EGRESS OPENING OF 5.-1 SG. FT. WITH MIN. -\ ♦ ♦ ♦ 1 T \ \ ♦ \ - 1 d ♦ ♦ 1 I I I ( �\ -♦ H E ; SILL HEIGHT NOT GREATER THAN 44" ABOVE ( `-I'3 ��-� ( 5' TU5/ FLOOR, PER 200E OREGON RESIDENTIAL ,� "" ( I � 1 SPECIALTY CODE. , .�✓ I t;HOW�i� ff �M � -1_ / \ Q ( t B,mc, oo 2 L. PROVIDE FIRE STOPPING EVERY '-1 1/ " ij+�',� , ,, I ��° ( BATH 2 IS]-, SI-I I/g" VERTICALLY IN WALLS > E'-I I/b". I '1C� ( [ 11-1f' x 10'-10" CO• �- K. ALL HANDRAILS TO BE MIN 54" MAX �6" ABV 1 'I 14 5F 1 TREAD AND TERMINATE IN A NEV1EL POST OR ( ( T P° '-r?" gy 2'-4- -G 4-10? 0 SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" h ( ( l C� / / - DI A, �1 ( ( (I 0Z1 r�) G L. ALL GUARDRAILS TO BE MIN Se" ABV TREAD ( ( . H �X INCLUDING RAILS AT OPEN SIDES OF STAIRS. 4� M. ALL GUARDRAIL BALLUSTERS TO BE SPACED -�. MATG+�L I NE A MATGWL I N� ',�' -� c-1(0 ♦ y SUCH THAT A 4" SPHERE CANNOT PASS - � C�.7 , w .BETWEEN BALLUSTERS. _ 41-S 11I-7 �c N. ALL HANDRAILS GUARDRAILS TO MEET 200e / / _ l c' ♦ I 1 " c5 ----..___Nv OREGON RESIDENTIAL SPECIALTY CODE. Q _ �� ----- I 'I VENTEP Q '� T 00 I J LINEN c / T----� I C. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE —ELI I r — I I SHELF c a � c11 y I y- I I , MEASURED VERTICALLY FROM �.LGPED _ica / ..� �i'-I I/S" - I i 0 I I r� _ 1 WASHER' PLANE ADJOINING TREAD NOSING, OR FROM e.,.°M I'S'—I" x 2 1 (I.) C,X I-4.5-.- 1 1NIC. I -KA FLOOR SURFACE OF LANDING. �y "" ♦ I �0 �I I l+. ____ I HOOKUPS = Ci 3D3 SF r----,n 1 h -��. �� I 1 `r I P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT ARE SUBJECT TO RELOCATION DUE TO FIELD I fis:..... FP' 1" ci I `` -- CONDITIONS; CONTRACTOR TO VERIFY. d). SOFFIT AT = ----"� �I 34R h 42 LOW WALL +� y III / KE°T`: it) �. ,Ir �• (� Qn (�� U II 6 1∎M�'S B - }' r�� DENOTE: WALLS WITH TOP PLATE GREATER THAN 0 MEV ora ii ii = 6---I 1/8" ABOVE FLOOR - STUD S TO BE CONTINUOUS_ Z �� 4211 LOIN TO I II II 4 -� = II (�� Q t! �"" !;*7 FROM FLOOR DECK TG PLATE ►--I I alici) i ii d '� z ._ CJ iii WALL v �''� �- ♦ I 2 xb ♦ 0 Z ii a. _ _ r- ►� c.f) 0 (3 �_ it I / z‘:ra i� ,4 -ICd - _ vl� 11) Jr u PANTRY i i --� h h 1 - ici [ ,) DENOTE DROPPED GE 1L NO OR SGFF T PRODUCTION MANAGER � l ( , I L I NEN ci i T.R. r X / Gory Culp 11i II =1 1 1 Q 0 �� ! `� RELEASE DATE: 12/23/10 & 1 0 4 - I I (q) (') i-Lu ij 3 14 / REV $ DATE /DESCRIPTION 1 o g 1 1 0 0 \ V / / / /0 I I,L71 ♦ -t. I 1 J A UNIT B&C REVISIONS _ 1 ` 04/01/2011 1 v 0 �i, L -, ----, I / u a h ��, _ �I _i S � '� 5U I T w spa D_ In 7 !Lk,- 1 Q �� -ns 1 I C �GITGHN iY I1 }_ _ � 122 5r 1 ".1.c.. 11'-4" x 10s-01" c\I A ILI 0 t /G-.3.O ♦ A/ �° I I `. 1 z 41 t� pksit> �J _— — SINK IL A 1 a 13 11) F. 1 PAN Elcdp 1 Lc2 L i Di 4 h I ♦ ♦ ,T Q rbi lit 111 0 -♦ ♦ ( �` __- _ ♦ -♦ \ ♦ _ I III ♦ ♦ 0 I c @.) 1- � W fft, CL I I @) L' — ®— —', 0 i T' I I " z PROJECT TYPE / - / -/ ° MF CV 4'-I ' 11'-1 , ' o / / / a � COMMUNITY NAME � 1 1 I (C,'7, 1" N Summer Creek nii/ / / I , I II I 5' Townhomes 1 �� - 1 G o LAWSON COMMUNITY ID / / / 0000 / / �- / Li_GI Li GARAGE HANDING 1�� r a 2 a I " I z SPECIFICATION LEVEL 0 z o PLAN NAME w J a 0 NPC PLAN NUMBER Li 1— o z LAWSON PLAN ID - 0000 LEGACY PLAN NUMBER /NAME IC I I E Co, Q N LQQ L LNT c. 'i LQQ LAN SHEET C1.2.2 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT C — 2ND — 3RD FLOOR —.REAR LOAD / FABSB .EPLICATED\PULTE PROJECTS\3,3W10201—TCG3—SUMMER CREEK IOWNHO ES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT C.DWG O 1 � N cu ` ' GI-4A5E 0 ' N 1--FOR VENT • = WM Cs5G'21 1N31 I, W243SL W50v= WIC=6R LIGHT / ., \ • 1•••I �� i /, � �7 / \ 1 \ Ns. D , (21 cn 0 ' / I- -1 „....-H0015-....„ \ / 1 / IVI IRROR Imid g r.r.. --r---- NI i \I\ .r I)/ t / tit CI. /----- REF. _ \9 $ao 1 SPACE t r.........1 /, u1-4 i / ; __ - Ft_ e____.....--1 : /f/7 /7 -- 1 I ,, - W 0 a o , , i -,,, — / f (H: l . o fr;/ ; S FILLER - p„.1, / ,, , ..... \ , , ,/ , \ , , \ , -v/-/// ;,, \ \ 5121_ 5856 VA E2I R 524L RANGE c`541 a D541 a E00 ...I , t 4. - /1,-c"/ S --0 / 2'-an' / I i-q / / 21-0 / / 2-0 / 21-6 / 1 -6 / / I 6 / 2-6 ; J �'4 C;), K I TCHEN1 GED K I TC I SLANG ELEVATION FOiAir,ER BATH ....__ f/- E ESSED \ LIGHT " MALL �' ABOVE \ carp /;/ —,., — E—.� r mss" t7./. h, 1 I RROR '11. i -i" (3A,S FFLC —ire -1\ �_ i T Q 3671, �.\/. _ -� I R.0. FRAM N& ;�� L�r YAI/ FLUSH 1-4EARTI-1 \ - 'NKN NCH. VENT � - \ A ♦ j 1 �; F I REPLACE I-5D5deE7FOL PRODUCTION MANAGER Gory Culp AS -o, RELEASE DATE: 12/23/10 S F E Ci I F 1E0 REV # DATE /DESCRIPTION UNIT B&C REVISIONS AT ROOM S 0 o 0 04/01/2011 QFT Q\AL WI L U (<1 A 11), 0 Ui iri III z A 1- 1 w w o: Q X 0 LIGHT LA 4- _,_ ,T, L 111 0 �,"x 42" 42 F w ` � w /� l�I � 4� �+�cWEra DOOR y�_ CV N� r s r- PROJECT TYPE � MF �� r Q �' I I \ -U W COMMUNITY NAME Summer Creek I ' Townhomes \ \ 4 0 LAWSON COMMUNITY ID V SI;BS4SSS LINEN LiLi 0000 w ce - GARAGE HANDING 4' / / z (Varies) a 0 N I A T CANER 15 A T H 0 SPECIFICATION LEVEL z v, PLAN NAME w J a U co NPC PLAN NUMBER w '-- LNT Coe 1 \ TQ 1 \ITERJQR _ I z LAWSON VVVUPLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET (c) Copyright Pulte Home Corporation — 2009 C-3.O PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT C — INTERIOR ELEVATIONS / F:\KB REPLLCATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\S LOCK OIJT\UNITS\UNIT PLAN SHEETS — UNIT C.DWG ELECTRICAL a 7i.i SYVROL KEY N N ..__, N LIGHT IXTURES Cin cn 31 RECESSED GAN LIGHT • . r RECESSED GAN - EYEBALL • P - CEILING SURFACE MOUNT LIGHT t 0 F WALL SURFACE MOUNT LIGHT 01 N - PE LIGHT IN/PULL/PULL CHAIN SWITCH PC)..., it CU - Crj 1-QFT -1- Ii W WALL SCONCE C1-1 t IAKC 1 � 1 I , 1 . FLUORESCENT FIXTURE � ,� I I (LENGTH FT/TUBE) Un �I 1 I , OUTLETS 0 a O p.,1 �GFI-wP I jai=I—wt=' DUPLEX OUTLET r—� I,t a p 411—- �` _ SPECIAL PURPOSE OUTLET I 4i I i (I.e. W.P. G.F.I) Idole6 Ponel II I t ' -- � ��� f ( __; 1 1 J/ 4i- `. L SWITCHED DUPLEX OUTLET li ^ A.F.F. 1 l __ OAT. II, _ — ��� 1 OAT CST Q20 RANGE/DRYER 220V OUTLET ;� A OUTLET AT 0 DD � LE IJ, L Fir+J ~L±J, r OUTLET, aa� ��'I�1 � >���" , ,./� OPT. LA—JP-7,,. TV ANNA E)AT APPLI INTERIOR UNITS ONLY Pi f PHONE APPLIANG1 DIRECT WIRE CONNECTION 1 OE -4 TELEPHONE OUTLET-)--i'-'SPI r Ii I GATV (TELEVISION) OUTLET �� `J( f 1 Alik L J ?;; ,f mot.,' \,) / f Apr I T THERMOSTAT ii / OFT. - 1I1 / f /_....4.A 2 - R. ii �RZAT / / I _ �� I � / _ _ UNDER-GAUNTER OR I :::EP OUTLETS � / / L4- 1___ ii i t ORT. %� OAT. MLA / •r t II 1 I / SINGLE POLE SWITCH y 0 / ,----- ,n 1 / r-- III illi II � � III \ 55 THREE-WAY SWITCH -•r j -' / \ III al / t C1 I, / I ,,� — = — 54 FOUR-WAY SWITCH I / / I.I. . U / D 0— ( „i S USER DEFINED SNITCH ,-1 'r 4 i sv II1 - SPEC. P.--t I ,, ° � 1.3 J \ I� j\\ ) MISG IXTUR S 1 . �/ = I �,T D� TG, �� -! ,r to EXHAUST FAN (.-t -- I � � � � � � � L I BHT {�--- :a� ���j �� � ff.., � I IM u II t I �� >I b N 'S � ���� r: EXHAUST FANLIGHT �t � I II F � t HT I p II II I I Gl Z ; \ ) ii �J EXHAUST FAN/LIGHT/HEAT w I II I 1 '\ �`, ! SMOKE DETECTOR � r �v•�_A + --- v PRODUCTION MANAGER ELECTRIC WALL HEATER 11 rat fag n r, �, 1 -� Gory Culp UP TO III ��% liil o i 1 \ �I,� 1- ' ' L- J 410 PANEL ELECTRICAL PANEL RELEASE DATE: 12/23/10 - L L HT ` REI��I IRE ! r L#GHT p I I Iv I REV DATE /DESCRIPTION -GR EMERGENCY LIGHTING OPENER I . 7. 'L X11 I I I ` _ UNIT B&C REVISIONS I/ SUTTON I II i I 1 \ l \/ l _ IL____ 1 I� y0I \ IE—Ex--1 EXIT SIGN FL' 04/01/2011 1 -� r ~1 1 ~- �' r I q \ , h t) BASEBOARD ELEGTRIGAL w L L c TR I G J ; 1, '� o HEATER U i° 1 ' �c- Yell L L MOUNT ,r <. Nil IN cn NEATER 1 ;.� - raj rail f`'� *'—•:, Nil ` f IA. DOORBELL CHIMES I PC s�a.D _ I 0 DISPOSAL z A �1 L%5I7 4%...........,. 1 /• r -4 i 1 a I 61- ��. QPT CEILING FAtN/LIGHT�I I' 4 a; I I '/ ..7_ L_ ,J r i W__L�/ r � I I A 11..1 LE L J }I III iri c(4> FLOOD LIGHT SP.S N I 7 I i L I ELECTRICAL PLAN NOTES A. ELEGTRIGAL CONTRACTOR TO PROVIDE A I 0 I REQUIRED DIRECT HOOK-UPS/CUTOFFS. L B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE z VIF G. ALL ELECTRICAL AND MECHANICAL EQUIPMENT', FURNACES, A/C UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND °- COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. J 5. D. ALL SMOKE DETECTORS TO BE 110 V w/ Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERGONNECTED TO ALL OTHERS, MAX 10'-0" 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MINI SMOKE DETEGTOg. PER SLEEPING ROOM. GARAGE HANDING " (Varies) E. PROVIDE AND INSTALL LOCALLY CERTIFIED a SMOKE DETECTORS AS REGU I RED BY NATI ONA FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL o MEETING THE REQUIREMENTS OF ALL o GOVERNING CODES. v F. PROVIDE AND INSTALL GROUND FAULT GIRGUII PLAN NAME INTERUPTERS (CFI) AS REQ BY THE NATIONAL Li ELEGTRIGAL CODE AND MEETING THE v REQUIREMENTS OF ALL GOVERNING GODES. i" NPC PLAN NUMBER I IR/5 7 L LC)s ,Cii I1-4 I LO a z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 ELC,i 'R I C. /AL LOOR LA \I SHEET C1-4.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ransloyt. Kevin I UNIT C -_REAR LOAD - ELECTRICAL/ FA I3.513 REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG FLOOR PLAN NOTES 2 A. RGU 6HINOTED GTHERMI E�. ALL I/21I / cu l� 5�� .2V'-0" 1 UNLESS 1 r nI EXTERIOR JNALLS ARE ( r I ) 5 1/2 ROU SH. 0 211 Icl1-H2" B. ALL ANGLED PARTITIONS ARE 4�' E)EC-,BEES • p•4 �9 N / UNLESS OTHERWISE NOTED. Cr) C1� 1'°I�d" 1�1��11 5 II I 011-I I II 101-0II 1 r / / / 102" / / / G. ALL r GNCENTRATED LOADS SHALL BE • 1� C)) TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. (=I; \ . N — ril D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING UNLESS OTHERM I SE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPEN ING5- UNLESS OTHERWISE NOTED. POSTS � r r F. POSTS AT HEADERS IN 2xh WALLS SHALL SE pq 4x POST- (2)2x6 MIN. POSTS AT HEADERS IN 2x4 HALLS 71s/ i SHALL BE (2)2x4 MIN. at c.:1_, sl Cam. ALL TRUSSES TO SEAR ON EXTERIOR WALL rami AND/OR GIRDER TRUSSES UNLESS OTHERWISE •411•) NOTED. (} I C: c I 6 H. TRUSS MFC�. TO SIZE MEMBERS, FASTENERS, " -I -I I -` HANGERS $ SET JPACI NG FOR ALL TRUSSES. N 0 I. JAIINDOV SUPPLIER TO VERIFY AT LEAST ONE P.....1 r!,:::_i P...i 15070 0G1: WINDOM IN ALL BEDROOMS TO HAVE A CLEAR H1 R. @ 7'-0'I I EGRESS OPENING OF S. SG. FT. JNITH MIN. N \ ♦ ♦ ♦ ♦ ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; L! j SILL HE 1 GHT NOT GREATER THAN 44" ABOVE FLOOR, PER 200& OREGON RESIDENTIAL 0 SPECIALTY CODE. ' J. PROVIDE F IRESTOPPING EVERY S'-I I/O I' OrJ � VERTICALLY IN WALLS > b1-1 I/8;" K. ALL HANDRAILS TO BE MIN 54" - MAX 5E" ABV TREAD AND TERMINATE IN A NEWEL POST OR I I I SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" CIA. L. ALL GUARDRAILS TO BE MIN h" ASV TREAD INCLUDING RAILS AT OPEN SIDES OF STAIRS. 6 _' Ti M. ALL GUARDRAIL BALLUSTERS TO BE SPACED �" fiy , , SUCH THAT A 4" SPHERE CANNOT PASS t~ BETWEEN BALUSTERS. -11 N. ALL HANDRAILS GUARDRAILS TO MEET 2005 Q TANZ, M cSAIRJANM OREGON RESIDENTIAL SPECIALTY CODE. Q -4111 51-1 I/SII, 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE dm"Iq „5q3 5F `O C'-6" MEASURED VERTICALLY FROM SLOPED P—, -41 PLANE A.DJOININC, TREAD NOSING, OR FROM Cr) FLOOR SURFACE OF LANDING. 41-52" 41_1!,11 111-672" P. ALL ELECTRICAL AND MECHANICAL EOUIIPMENT r' ALI I I I / / / ARE SUBJECT TO RELOCATION CUE TO FIELD -40 = 41-4" 4'-If" II'-C 2" _ CONDITIONS; CONTRACTOR TO VERIFY. / / / �' = _ ♦ - - O 1 a01 0 V' I �J . I- % ♦ 1- I —♦ 1 ♦ ► 14• 1 (� , 1 1 6x6? POST 0 .EY: I = STORAGE 1 -1(4 ` = DENOTES MALLS WITH TOP PLATE GREATER THAN c�� 9' UNITE I 1 I I T m U SI-I I/&" ABOVE FLOOR - STUDS TO BE CONTINUOUS w STAIRS i i i c(- 0 FROM FLOOR DECK TO PLATE PCZ dm FROV I DE GYPSUM 7 1 ( -sly-L-1-J \BOARD UNDER STAIR c h v AS REOU I REC SY J -ci = THE 2O0(& QRE6ON -- RES I1✓'ENT IAL CODE DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER �_ 2a 6s Gary Culp HDR. @ '- II / RELEASE DATE: 12/23/10 r� ♦ 6) � � � REV # DATE /DESCRIPTION u [h Li LI II° ° UNIT B&C REVISIONS llu (n w i1 0 04/01/2011 II 11� 0 — _ LOYNV A I Q fr ALL a /// \\\ V) IF IT rr� Pig CaY 1� -K 4 A L 0 / i-P) 4 I- I I V kn 7 LL, iy 1mi n 1 ,-, 0 Di Ni-- 1 W N \ \ ,i 1— Fr) L ILI 0 9 (9 t; -, (kg,' cs CA ♦ ♦ ♦ \ ♦ 1 1 uI - ♦ \ 1 :9 -I re / I I _ U w CA I �� c. —I!d — — — —��-- 44 —ICi` C'S ( n jj♦ ♦ _i ♦ ♦ ♦ \ ♦ �� u \ ♦ ♦ M In x cv S—t @2) N PROJECT TYPE ('Ai if) CI r:\2=> z MF a COMMUNITY NAME V Summer Creek Townhomes // / / // / / 0 2 LAWSON COMMUNITY ID I-q2" I`)" '1' 0000 / / / a -7 J 211' S'- I2 I I -4" II I `-Ts" I I 4 w re / / � / / GARAGE HANDING .. I II (�Taries) �CI_0" :!' / / o Jt... z SPECIFICATION LEVEL o IP z a z 1i PLAN NAME W J a U Cn NPC PLAN NUMBER w s- o z LAWSON��PLAN ID UUUU LEGACY PLAN NUMBER /NAME REAR LO ,A =, R.EAR. JOAN 0000 L) N. I FOL.) \. /AT PJAN L) \,.. I 7 ST Fl . I SHEET A3-1 .2 (c) Copyright Pulte Horne Corporation - 2009 PLOTTED: Mar. 30. 1 / Ranslow. Kevin / UNIT A - 1ST FLOOR - REAR LOAD - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCC3-SUMMER CREEK TC I fiES {PORTLAND)\LUCK (BUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( 1' '[ ) I/2" 8 t Ct 2C'-C" ROLIGH UNLESS NOTED OTHERHI SE. ALL / / EXTERIOR WALLS ARE ( ,[ f ) 5 1/2" ROUGH. CI 2 I Iq'-111" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • "4 / UNLESS OTHERWI-E NOTED. (J C1� �'_ " C'-�1" 'T'-�2" C. ALL CONCENTRATED LOADS SHALL BE • 1• V 1 / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, 20-0 > P---, Ili a % ® ® / PGSTS AND/OR SOLID BLOCKING. • I ! D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 'i* li-5-21" / UNLESS OTHERWISE NOTED. I0'-6," E. (2) 2xh HEADERS MIN AT ALL BEARING WALL Q.3 0 / / / OPENINGS UNLESS OTHER.N I SE NOTED. 0 ■ � POSTS , r- SHALL 5'-5 4,_02ii 4i_, �, si_o,� F. POSTS AT HEADERS IN 2xh HALLS SHALL BE PE ilwrid / / / / / (2)2xb MIN, POSTS- AT HEADERS IN 2x4 WALLS SHALL SE (2)2x4 MIN. CZ a.q C. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , U C• i AND/OR GIRDER TRUSSES UNLESS OTHERHISE t7EGi< n G NOTED. U = U < n U 1 h _y H. TRU S N1FC�. TO SIZE MEMBERS, FASTENERS p ^ n .0 y � u •9 HANGERS SET SPACING FOR ALL TRUSSES. N V �' L s 0 7,9 u Lt--)ci'' I, HINDOW SUPPLIER TO VERIFY AT LEAST ONE e cry ¢) Q WINDOW IN ALL BEDROOM=; TO HAVE A CLEAR I I I EGRESS OPENING OF 5.-1 SO. FT. WITH MIN. ♦ ` , 1- h - ' \ \ \ \ \ ♦ I :[ I1 1:t \ t DIMENS ION OF 24" IN HEISHT AND 20" IN WIDTH; 1- - --1 a '� ---�i SILL HEISHT NOT E7REATER THAN 44" ABOVE FLOOR, PER 200& OREGON RESIDENTIAL I ,� I SPEC Y r EG AL CODE.1 ,_ _ _ _ _ _ P SINK - I /W l ---- J. PROVIDE FIRESTOPPINC7 EVERY a'-1 I/b" ,i� ' VERTICALLY IN WALLS > -I I/E)". -I I„ �•,-s„ = 8-I I/S - 81-1 I/8 = K. ALL HANDRAILS TO BE MIN 4" - MAX 56" ABV U q'-6" x q'-p" U q'-8" x q'-8" / 1 ' 85 SF h q3 SF - TREAD AND TERMINATE IN A NEWEL POST OR -pi C/A- .0 �7 .h ' o 0 SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" �F °� ( r � 7 - ' q'-I I/8" DIA, (A h I I U Imo.-0"x 1 7'-2' �'°�I" `'°� I " " IfI h ICI F °4.�1 �O V I I / / .�' y / �/ -, r' L. ALL SUARDRAI S TO BE MIN 50 ABV TREAD V L J ` INGLUDIN O RAILS AT OPEN =IDES OF STAIR- F = t. M. ALL CL'ARDRAIL BALLL'STERS TO BE ;PAGED �' iC l TG H E 1�1 o '� i D/A-3.G I -tv i--- 4C�c EIf ASS. �O �� SUCH THAT A 4" SPHERE CANNOT PASS 4O S BIPA33 BETWEEN BALLUSTERS. E--� .y I 1 5'-6." x'_-72" 4 a'-4" 2'=-6" -cy 1 I 1 'IN 1 f �J 1 C / / �_ 1 r >i -uV N. ALL HANDRAILS GUARDRAILS TO MEET 2GGe> �, MLI P NTR SCI=FIT AT r = I°�u�h;) OREGON RESIDENTIAL SPECIALTY GODS. 0 'II I. - --= -h 011" A.F.F. s 4 R 0) - f I y O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE Q �- I — — �� �//� �� R A Y fi� 1■0 Mb 61-8," MEA SL ED VERTIC LL F CM SLOPED 1�d < < I I"� f'" 24" T. 1 PLANE ADJCININC� TREAD NOSING CR FROM �� -icy �-----, ��� ti ,, i 1 1u _ _° �' C' III 1r- 1 CJ _ 1 - `• Al 1 (1 = J )ASHER 1 II D . �tv r -°,s r = FLUOR SURFACE OF LAND INCA. ID E3ATI�-f 2 -sV T. 0 \ �3„ 3 -KA I-dOCKUFS 1II U i 1, cs y -ICV T R r� = -C -OHs 4 - i� �___ 7 eta P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT �.,fl A D [�) / / / / I . VENTD 1A G' i i1) / h 1 1 SHELF--_ 4 I�I �— ) ci _ _ 1 �' +�II r -� u �. h-- U � ARE SUB.JEGT TO RELOCATION DUE TO FIELD ..� to -- c'T Z iT. ___ LO �� GGND ITIGNS; GGNTRAGTGR TG VERIFY. 4 24� �� - 1111 _ U Pvvr Ft.. I-I - - - - - -T -- - - ~' III U �►. G �� i K T.� �1 �..U_ T r li U J U ----J — — U N 4Y} - x� y , mG . .' VVAl-1- ,� Kam: 7 aC S.R 0 ( 5Q O S.Q.G. (n - - 2 I - -, �` =" (t) , I e �) \ -I� -cy �,r / _ / / , U , DENOTES WALL WITH TG1' PLATE GREATER THAN , ` C� Ill [" a' I I/ " ABOVE FLOOR - �'TUOS TO BE CONTINUOUS '1' � ' r 1 �n �s� - _" ' T.F., r , - �-+ O am U FROM FLOOR DECK TG PLATE 1- 10 42" LOIAI 1 �}- �'b� , V W1 -- � G�v'yN t� S BST W ..r in s� -0 --I L -. _ ii ii 42" LvY� / \ 24" T. . ' - — W X "C \ DENOTE=> DROPPED CEILING OR SOFFIT I PPReODUCu�N MANAGER -pi ., 1 -I x 1?-q. -ICV 911 s ) 03 U h , f-} C'I _S 25 SF v U IC RELEASE DATE: 12/23/10 4 - 0 / �--_ / / / n / jl REV j DATE /DESCRIPTION � 1 I UNIT B&C REVISIONS L, d — MATGHLINE 'A' L °)ATGHLIN 'A U4/01f2011 _jv-11 S ^NEB�S Su I T= —1c, ° a = w (-A _II L= I I 8�I I/8 a ii--t .- p___ I/N.I .G. 13-IO x 11 -II cl 0 I , — `i 0 VII `i) 15q SF (4 A 11-11.rk 0 U 'Q) ��'I 1st S 1 i II 246a z A F_ m I w ec . U a TEN1F i s w 01 I- ' lii i ` cs` i iii iii 4 ` a 0 i , 9 x _, 09 .__--I ,A 0 - y Vic, � X - __ �. � \_ W N 0 0// is N PROJECT TYPE AI 2 A2 ( AI %' 5'-I I2" 1'-4" V'`C" '6'-G" w COMMUNITY NAME / / / / / Summer Creek " J Townhomes / / / / / / !11 12/ / =O o w 0000 LAWSON COMMUNITY ID / -112 / 12 -C / -III/ / / 2� IT -I12 ! I(1'�I I! / ' -- / �ce GARAGE HANQING z (Varies) 1 2G-C 2O' O 3 a .t_ / Jr 0 a SPECIFICATION LEVEL Jt_ 0 z 0 PLAN NAME w J 4 0 NPC PLAN NUMBER w 1- 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 ./NIT A SEC3.- C 'st% IC) C 'R 1='' ANkt J I I I P , AN SHEET A3.2.2 (c) Copyright Pulte Horne Corporation - 2009 PLOTTED Mar. 30. ll / Ranslow. Kevin / UNIT A - 2ND - 3RG FLOOR - NO WINDOWS - REAR LOAD I F:\BSB REPLICATED\PULTE PROJECTS\N,3W10201-TCC3-SU +SER CREEK TOWNHOMES (PORTLAND}\LOCK GUT\UNITS\UNIT PLAN SHEETS - UNIT A.OWG C9 N 0 4.3 CHASE N .--roR VENT • ,� E SOFFIT • 16 cn N, WM G,C��4,� GI" A.F.F. W24S L 1/\13,'1 6 k BOSS 1 I Y1.5056 IN S& IN36,1S HOLD �l� INET OUT I2 ' \ A' �r / /" F1�CM WAI�1� /f / / \ iii--- - - 1 , �� hl j; / \ 1 1 i / \ / 1 112 1i 1 1/2 FILLER C —�-- - 7/ —— — \�— --— X— —mil 11 \� ,�% — — — /' 1 i I t -- 1 1=ILLE un 0 /1 r---,,,,Rer- \ ,,,,,/, ,It\ M _z 4 Il _z %- Immtj g 1.1 I~ILLE� _ i'EF. Ct Zi--1 -- - SFAGE t //7 '1 — 1 ;,_ ) is_ ,, . V J: 1 I 0 N o , --, - 1 ,/ \ N N /x ..., C r / FILL~� — . . / \ . . __ 4 , . , ,„. , , .,,, ..._ , , \ , „, mt--1 1 J N ,.. ////A-, 5I SL SB36 PIN B174I8 530 RANG 530 524._ 1 .5.41a , 1 ,- - II ' A / - 111 - 1 6 1I 1 'E.:.1 1 6II / 51—o" 2i—on 1 �� y ~,...., ,„. 21-o" -6, f 21-S" -- / 2I-0II , 11-f° , J K I T K� fi � L� � � KITCHEN 110411 - { k 1 \ LIGHT \ .1 ! 1 / ED RECESS \ i1 !1 > A)_L C!) /s'./ iiii ‘ A5ovE 1 I 0 °E'EN - — �, \ TO - 1 7 '� a& w.V. `! INI� �" \ _) GAS FFLC / 1 (' ). 1 \ IA/ F IUSI-I �--� 1 HEARTH I VARIES / 1 \ EX +, VENT �--� N. \ I 1l N. - \ F I � � PRODUCTION MANAGER MANTEL ON F AN V E Gary Culp AS RELEASE DATE: 12/23/10 REV 1 DATE /DESCRIPTION A UNIT B&C REVISIONS �q 7112 j /� ! \ 04/01/2011 Th 0 SAT - I CAL .o. 6 Z AT ROOM � OI'f 3�TIC VAL w L A Ill 0 z 1.1) t1 LIGHT w A LIGHT \ \ _ _\__ 1-c2 A X 0 La et 4 .., Li.., ,� 4S11>< I I I = � � � X 0- 56"x 42" \D tviIRROR co i I F r r Z ii L ``J--:-< ° T/ �� \� " N PROJECT TYPE --�--, II _ ! . = I 1, L NIF . I / J 1 W. ' ' .,. -c L__ ,,, ___J w COMMUNITY NAME \ \ �'__ �� \ \ " Summer Creek VSE536)730L VSES4S?-6 Townhomes s 0 LAWSON COMMUNITY ID H 0000 s1_o 11 41_o 11 w ec GARAGE HANDING 0 3 BATH #2 0 I TH (Varies) t. z SPECIFICATION LEVEL 0 0 z v, PLAN NAME w J Q CJ 0 NPC PLAN NUMBER Li t- 0 L) \, 17 A = INTERJOR ! L \/AT1NS = 00 00 PLAN ID 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:\ SB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT A.DWG ELECTRICAL o 1 SYVBOL KPY ci.) c\I 0 .i_t, cl LIGI-1T FIXTUR S • '� cn N ii RECESSED GAN LIGHT v r J RECESSED GAN - EYEBALL • - C -0 CEILING SURFACE MOUNT LIGHT c 0 IS- WALL SURFACE MOUNT LIGHT r , P LIGHT w/PULL CHAIN SWITCH 1 a Crj c:). - 0 'W WALL SCONCE t , , FLUORESCENT FIXTURE 414 ( )' 1 (LENGTH FT/TUBE) .- OUTLETS Lid ° 0 T - Ln p....1 DUPLEX OUTLET BFI-Y4 Ali I i ;: ti SPECIAL PURPOSE OUTLET .. 1111111.1111.1 ) 11 II lI II. di 1.e. W.P. - G.F.I. \ I x-111 _ ;® ; L If 151111_ 7,PI SW I TGHED DUPLEX OUTLET - r r— I --- i,y Qo RANGE/DRYER 220V OUTLET 'AKA* , 1 APPL I ANG ,SF 11 In � �� � ppyyE DIRECT WIRE CONNECTION 1 I I M `J OFT.11- —El OFT. -4 TELEPHONE OUTLET 1 I ill-C2' 1 � I i OM ♦ I' "I GATV (TELEVISION) OUTLET I I \ I L..��,� I \ 1 / 1 'P i L j \ 0 \ ® -- 7 4 -0 THERMOSTAT \ 1 - X.I I m ■ =:_,' _ UNDER-GOUNTER OR c,FII 1 ~ �-'1 CONGEALED OUTLETS S I -e- MIN ` .,m 1 I I I— 0 5 1 • -. - . c -•r \ &F I \ I M SWITCHES MLA w -.r I 1�1 �— \ — �- �,�� / :" ��' �� - SINGLE POLE SWITCH L\�J 4 1 . ry s-- v ,1fA s c • \ I,,,, ., :: �� 53 THREE-WAY SITCH �r 1 fi M 11 f .�� w / / % `~J FOUR-WAY SWITCH ID I � - / �n -- -' •' MLA H5 I / 11 1 � - ;�..� � 5 USER DEFINED SWITCH t I 1 ` -' I I I� --, 1 i � ss�eG �' �. / etillw• jaw '--•- ---_ -__--)i 1�I I SG I XTUR - T- -r- , / I- OFT.-I 3 1 1 I A/C, 1 -^-, J/ : 1U 4 CAFI EXHAUST FAN F--1 - 1 I - �-- r - I I I\ 1 1 � I / 1 • �` ,� Q— �" GPI rC1 rL,' 1 I I I 2 Y__ _ _J -B-- l [:I +_ ' ( - �J EXHAUST FAN/LIGHT I I / Sr) \ �, / 0 E R'S l FF-- i r T�1 - F-+�•--I I _ _ j_ 1 / - `/ I AT au EXHAUST FAN/LIGHT/HEAT 71 I _ 1 / 1 1-1.7 N N\ C,C) fi ��� I r✓ - 1\--, ii 1 / `- / ® SMOKE DETECTOR _ I / RREI�IIRE IAN TO /L+A 5 *s.,........ L�J, I OFT DN TO j � ® - - / FOR. LIGHT / GRT' \ f GR?' OUTLET LIGHT PRODUCTION MANAGER ‘' ® ' 1111 ELECTRIC WALL HEATER OPENER / Tai AND Gory Culp r n BUTTON -�`-� / / .L PHONE I I , ELEGTRIGAL PANEL RELEASE DATE: 12/23/10 ' U TO <1\ \ i�> 1 \ PANEL LIGHT �- «Y r- J EMERGENCY LIGHTING REV ii DATE /DESCRIPTION "--?,._.f II a UP TO \ ;',) L� I — UNIT B&C REVISIONS III II III LIGHT �(../ \\) \ L. — — — `♦ I��x I EXIT SIGN 04/01/2011 1 III I ri 11 II �i O `` \ i 7c7n 7sJ „ / \ �r O n ,I BASEBOARD ELEGTRIGAL J a L I��- r\ �� HEATER 0 --- ELEGTRIG I ' / \l1-+-,� �1--1 c � `� ' DOORBELL CHIMES A V1ALL MOUNT / L'J L'J - a 1 I HEATER Q— ` • r - 0 DISPOSAL z J L., ,r`-ilRJ W 1h I I. .11 � a a W J 0 OPT CEILING FAN/LIGHT � A X 9 LO Uj A , _ HI5 I I , i Ill � = a „a '� + FLOW LIGHT " 0_8 l x 0 r ELEGTRIGAL PLAN NOTES I-II W A � ti I A. ELEGTRIGAL CONTRACTOR TO PROVIDE L_ J REQUIRED DIRECT HOOK-UPS/CUTOFFS. 0 B. HVAC CONTRACTOR TO VERIFY THERMOSTAT v LOCATIONS. PROJECT TYPE G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT NIF (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND W COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX 10'-0" 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. GARAGE HANDING E. PROVIDE AND INSTALL LOCALLY CERTIFIED {��r1eS, SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. P a F. PROVIDE AND INSTALL GROUND FAULT G I RGU I T7 PLAN NAME INTERUPTERS (CFI) AS REQ BY THE NATIONAL ELEGTRIGAL GORE AND MEETING THE a 0 NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING CODES. 1 '77-7- e7 Q .04 -7-:----_— .._ 0 SEC- 0 \,, LAWSONPLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 C.,- TR. c': i OR PAN'isNi SHEET A3-4.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT A - REAR LOAD - ELECTRICAL - NO WINDOWS / FA B313 REPLLCATED\PULTE PROJECTS\ 01-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\LOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG o1 rl CD --it: N • 1.4 (2) LAYERS 5/a" f: �1 S \ TYPE "X" EXTERIOR " AIR . PAGE (2) LAYERS S/S" I AIR E.,PAGE GYPSUM 5OARD ON I AIR .FACE I. �� -2 � "1 SPACED 2X4 STUDS LAYERS " • S", �7 TYPE "X" EXTERIOR (2) LAYER, �/� � ;. � (2) LA�'ER� �I� 1� � 1� GYPSUM BOARD ON T°T°PE "X" GYPSUM S I6" O.G. 17 TYPE XI GYPSUM t CORROSION — �\. �. SPACED 2X4 STUDS EOARD ON SPACED �- . °w1 ,N 5OARD ON SPACED 0 RESISTANT ? ( ? , ( GGi� G� G I G ( cv I� C.G. 2X4 STUDS IC G.G. y�• I RESISTANT METAL I/' SOUND 2X4 STUDS Is G.G. = METAL I ) ' i I �C ' 1 ATTEN. /! O FLASHING AIR ,PAGE Al SPACE .-) I FLA SH I NG C<>"1 O �C ; I BLANKET I AIDiAG V I N FIRE SAF1NG c<> . c<>-K. I FIRE SAFINS FORGH I �- I STAPLED IN PLAGE 4 ,4 _ I .STAPLED IN PLACE @ < FIRE SAF I NG a) LA �C�? ' IG _a I 0 /��I TY o �'Y 101-0" G.G. EA/`I TY ' UNIT FL». Iii �' 'STAPLED N LAG I I ice' NI~. GG�1G. • ;� Ct ill e�. .i. •�.� .� !emu .�U P.T. 2X4 SILL PLATE SLAB ► -1 - P.T. 2X4 SILL PLATE ._ - P.T. 2X4 SILL '�� r°'.i �— I� ON SILL SEALER A �N SILL SEALER / `� PLATE ON SILL '� ti 1 I 's� 11 1 I �s� - - - �-- - - I I 11 $-1 I I • 1 1/; A. EGLT @ 4a11 I 1 �I 1 " I/?" A. BOLT @ 4a" 11 •I ;z SEALER >IAt/ I/2II A. o rwl I 1 o.G. I 1I I G.G. 1 rillt> I 1 BOLT @ a G.G. [V O 1 III I� Ill l k I 111 0- paimani ■-.0 P...1 1 7 1 11 1 \ i C III \ - - - - ► 1 ill 1111 1 6 MIL - 1 11 1 PORCH SLAB t ■ I Ih IL ( JI VAPOR IL ( 1j1 6 MIL V.B. IL 1 \ . , I , , EI ,� UNDER 2 I� 111n�■11 I I 1 11 I I I EARR l ER III I I�I 1 SAND I I �I NI~. SLAB ON 11111 - I ' ► ` GRADE n 11 I UNDER 2" ~7 i I I `;7 11 . 1 ,. III SAND � 111 ■ , I1 �- - -i - - � �� ' D 11 1 11 ; , 111 6 MIL v.5. 64- r:"I I CENTERLINE OF ,�11 CENTERLINE OF , o -VI CENTERLINE OF / 4", 1 I4" PARTY IAIALL, ALSO 4II� 4 PARTY YNALL, AL5G 4II 4II r � I , _ �- � I 1 / PARTY IAIALL, ALSO / 11 / PROPERTY LINE II h o 11 a/ / / j 1 •: 8 ti CV O ) cl • r.....1 cy) K . ,� ad 12) w 0 lii . MIN MIN i I-0" , — �7=— ,� , AIR SPACE pp a 0 FIRE RET. FLYINI'D ( 5 h1 �'HT'� Y�/I N 4'�C" OF a (2) LAYERS �,/r I TYPE X" GYPSUM BOARD ON SFACED I ( �,.�1 ROOFING ON �G° 5.P. , j �C 2X4 STUS IC" C.GTEF' FLASHING I XS 1 I — — SHEATHING ,) i 0 /111111 4X6 �;? i ! r, 0. /1: 0(4) 2 t/2" FIRE SAFINO 2X FURRING @ 24" [ �, :::I: : r IN NON EARI NC ABE (IRIM --- ) STAPLE IN I 11II:: i LAY /� L_K FLAG CCNTINUCUS I DICK �`.l� Y� TYPE "X" �'F UM cc-_,)) F. COND. I"I DECK BOARD `,I BLG'GKINO MATERIAL 2x4 I PER EUILDEI BLOCKING I A S, AC > TREATED 2 S C.I� _ I --,"r �` ! DECK JOIST )----� 1 \ �---+ (.<,,--, I ,,.------„ F-4 I < I �' I/�" CUND W S T TRUSS T ARTY D ��_ ! ç<> LAND T RIDGE B ( � _� GALE; I-I/2"=1'-O" 2-HOUR WALL SCALE. I I/2" I'-O" I /A' ,.. f F-'i (2) RIM JOISTS �, i �_ C.-) (I) GI� BLK C , W PARALLEL COND. ( /FRAMING PER ,: I , , _�-- FULL L_ENCTI-k 2x4 SLC�.f�INC / I.�" / ENGINEER FIRE RET. RL YIAI'D \/(70A----------- NAILER LOCK 10 G G.G. MAX / , / HT'C Y<I/I N 4 -C OF ,). , �� PARALLEL L OOND. I .. MI\ MIN PARTY WALL 1:4• .-� CEMENT FIBER ROOFING ON #�C B.F. '' ! � f- LAP SIDINO ON ON FL_i'1'IC012 i ? I ,4I R=-F I LT. PRODUCTION MANAGER — : , ! SHEATHING 'a I i BARRIER Gory Culp „ `, I i RELEASE DATE: 12123111? FIRE GAFING _ - 2X FURRING @ 4 AIR SPACE STAPLED' IN II O.C. i— I/ CUND I I III REV # DATE /DESCRIPTION 11 , I BLANKET PLACE -_ , �'i AI'- SPACE UNIT B&C REVISIONS NON-BEADING GABLES ( /� — A 04/01/2011 1 ND TRUSS o I L J Q TYPE x YP uM STEPPEP FART'( S PARTY I'1ALL @ PECK A h ICAD 0 2-HOUR ; I-1 "=I'- I -HOUR WALL GALE; I-I/2" -O" v HGLR WALL .�GAL� I2 G 2 I : 7,/ a" A I ce (2) LAYER'S 5/c AIR SPACE I AIR SPACE I O di (NI - - I T YFE "X" c YFSUM (2) LAY / 1 BOARD TYPE X GYPSUM I I, AIDS AC BOARD ON TYPE X EXTERIOR = L 0 \ / SPACED %,':4 I OYFSUM SHEATHING x - \//� ! STUDS I� C.G. OR " I �N ON 2X4 STUDS, I " 6 TRUSS AT PARTY V1ALL G G G ��I�aTANT G.G. l_o��; 2 HOUR WALL GALS: I I/2 I O .} �--• 3 I/2 SOUND META. A CI c; tL ATT. BLANKET FL_ASI-4ING ~ AIR 'AC M • '.T. 2X4 } � ) LAY S / " I ,— 5/4" T SILL 'L A TF N PROJECT TYPE .., i 'I �L-�'I�dCCD I I 1 I psi CN SILLAL 1N/ z TY�' X GY ��,UM ::-...� y-, �-- / " A. CLT @ 4 o �F BOARD =-�_�'I;�C� SHEATHING I I •! I I �/� TYPE �� GATT INSUL. I�= �� 11 I I I I I < C.,. o F. E . r R-2I EATT INSIJL. y I I 7 °' COMMUNITY NAME � ( �r 1III - N'j CoM TT...) ' 01) / I >‹ I ,c> I I = Summer Creek INSULATION 1.1 R-41-41 BATT LL F } 1 - U ICJ 51 Townhomes _w_. -4,,,„" 1 / FIB ING INSULATION I FIRE CAF I NC STAPLE ALAN I o LAWSON COMMUNITY ID ( , TAFLED IN PLACE .STAPLE I N � „ ' „ ' 1 1 1 1 I I I - W l//l - — FLAG 7 - (I .IM JOISTS GRADE 0000 - NAIL_ RLCGK �` r `� _ } 1 (2) RCS BLK10 t> 11 w FULL L NGTI� I �� Ca) PARALLEL [-I I CENTERLINE OF Et GARAGE HANDING PARTY MALL, AL C z::: FE Vries f�X RIM aJCI�T FIRS i IN 1 N ! i "■iii ,� �- (I) RfM JGIT.� / I � II �, I } ) , ( � YF. ED. I Y�� � � �� �O Y� ELK C �-C i ', z PLAN NAME CEMENT F R LAS T°7` "X” FSUM �s � LA c�� FERP. CCND. SIDING ON AIR-1~II�T. CAI� ON SPACED' ( i LAYERS c� w / TYPE X � BARRIER _ 2X4 C.C. OAR 1 TYPE "X " GYPSUM V 1'� v YID. 'SPECIFIED „ -f) (<'' '„ I GAD I I NPC PLAN NUMBER _ _4 SHEATHING . z ., _ AIR SPACE LAWSON PLAN ID SGJND GATT - TT , - SEE STRUCTURAL — .5/5" TYPE x. I GATT NSuL 1 : ' i `, — 0000 &Y F. 512. �: -� AIR SPACE €- AIR SPACE I C = �CUDACPLAN = FQOT I NC SIZE AND LEGACY PLAN NUMBER /NAME ,y ti IIIII 'REINFCRCINO 0 0 0 0 " AIR SPACE r AIR SPACE PERIMETER V4ALL @ 21\10 FLOOR STEPPED TRUSS @ PARTY WALL TRUSS AT PARTY I"IALL PARTY MALL @ 2ND FLOOR PARTY V'IALL FOOTINS @ DECK SHEET 10 1 SCALE: 1 "=II r," -H UR ALL ,GALE: I-I/2"=1' O 2-HOUR HALL SCALE: I-I/2'1,1-O'� AD.2SCALE) I-I/2 =1 -G 2-HGLR WALL �GAL�: I-112 I-G 2-HGLR WALL SCALE. 11/2 � 2 G W (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.2 / F:\BSB REPL[CAIED\J LJLIE PROJECTS\31 10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK 0UT\DETAILS\DEIAILS.DWG !N! AE ,c-- a 11 0 0.3 N ' / -C" MIN. / _0" MIN. / • C USE FIRE • r� v1 RETARDENT FL(WGOD APPLICABLE "GENERAL EXPLANATORY NOTES" SHEATHING IN/1N 4' GYPSUM ASSCGIATION FIRE RESISTANCE DESIGN • r•iiii ;.., OF PARTY WALL MANUAL, ISTH EDITION a) "-I NOTE 4: II. NAIL DIMENSIONS INCLUDED IN SYSTEM — -—., ROOFING ON #5-0 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL 0 bs : I S.F. N 'L'f�I VCCD COMPLY WITH ASTM F a41 CR ASTM G 514. OTHER ` NAILS, SUITABLE F CR THE INTENDED USE, AND HAVING SHEATHING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE :"' DESCRIPTIONS IN THIS MANUAL SHALL. EE PERMITTED cZ c_). ® BASE LAYER 5/E)" TYPE X GYPSUM FIRE I NCB STAPLED AS SUBSTITUTIONS. WALLBOARD OR GYPSUM VENEER EASE I I N FL AGE ICD'-Q' HORIZ pens°1 �? VP APPLIED AT RIGHT ANGLES TO EACH i AND VERT. 2. FASTENERS INSTALLED ALONG THE EDGES OF SIDE OF DOUBLE RCW OF 2 X WOOD GYPSUM ECARD SHALL EE PLACED ALONG THE t vii- LOCATION: 2 HOUR PARTY WALL STUDS IC" O C ON SEPARATE PLATES I" PAPER BOUND EDGES ON THE LONG DIMENSION CF THE U] 1"� APART WITH Gd GCATED NAILS I-�/ " I BOARD. FASTENERS AT THE END SHALL EE PLACED 0 a o r� ,� 0 , 5„ ALONG MILL OR FIELD GUT ENDS ON THE SHORT ASSEMBLY: WP ���C LONE, O.Ce.� SHANK, I/4 HEADS, 24 DIMENSION. FASTENERS ON THE PERIMETER OF THE GYPSUM ASSOC. A T Q N G.G. i~AGi~ LAYER 5i TYPE X GYPSUM DESIGN ►ate' WALLE�OARD OR GY'PS'UM /ENDER EASE (2) LAYERS 5/S" TYPE SHALL SE PLACED ALONG EOTH EDGES AND Pffimil IC2 P•14 PP AT RIGHT ANGLES T ' H I - X GYPSUM BOARD BOARD MANUAL Ic1TH EDITION A L ED A G A GLES G EAG ENDS. SIDE OF WITH ad COATED NAILS 2-.:r/a" ,� EACH SIDE of D5L S 2 PROVIDE tu'REMIFR a. SC, MEETING ASTM G IGC� OR ASTM c- 154 HALL SE PERMITTED TO SE SUS ST FOR SCHEDULED � �; S , (STUD SPACING AND SIZE LONG C.IICC" SHANK I/4" HEADS, " C.G. ROOF TRUSS HE,4THING pREGRIEED NAILS, ONE FOR ONE, WHEN THE HEAD PER STRUCTURAL 2X STUDS ' ���� N��✓ VENTED r. r. SLOCKING DRAWINGS.) JC I NTS STAGGERED IS" EACH LAYER I DIAMETER, LENGTH AND SPAG ING EQUAL OR EXCEED *� 5 I/2" SOUND - AN.D SIDE. SCIJND TESTED WITH 5,-1/2" i G��M�GITICN THE REQUIREMENTS FOR THE NAILS USED IN THE S� v , TESTED SYSTEM. M ATTENUATION SATTSLA�,�, FIBER INSULATION STAPLED TO i�-414TT 11�1SU�_ TIiN ��GINC� Cl� G / :01' ,i FIRE RATING: 2 HOUR. STUDS IN STUD SPACES ON ONE SIDE X I" AIR�SPAGE AND WITH NAILS FOR BASE LAYER I r S.P. 4. VERTIGALL)" APPLIED GYPSUM ECARD SHALL HAVE J � I �� THE EI7GE5 PARALLEL TO FR,AMING MEMEERS. ty, S.T.G. RATING: 55 TO 51 (SIMILAR TO WP SPACED 6" C.G. HORIZONTAL BRACING / �, / -'' 2X TRUSS TAIL HORIZONTALLY ALLE T GYPSUM BOARD SHALL HAVE -� REOUIRED AT MID-HEIGHT. (LOAD I ' t �'' �- THE EDraES AT RIGHT ANGLES TG THE FRAMING � 1Gi LAYER , /a GYP�,UM 5D, ~ TREFIN. FLASH'G. TO MEMiSER INTERMEDIATE VERTICAL FRAMIN PO G SEARING) \ vr� 2 LAYERS S/s" GYPSUM BD. ►, �y i �`�GUTGUTTER MEMe,ERS ARE THOSE SETWEEN THE VERTICAL EDGES a-' — OR ENDS OF THE BOARD. 1/2 FIEERGLACUND ATTENUATION I GATT PLACED BETWEEN STUDS. GYP SUM SCARP 5. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS / \ CF ALL SYSTEMS, EXCEPT THOSE WIT+-I ' HOLD INSUL. DOWN �� FREDEGCRATED OR METAL GCVERED SURFACES, dh I �` EXTERIOR. SIDE: ONE LAYER 4 WIDE FIRE SAFRNG STAPLED YV/ BAFFLE TO SHALL HAVE THE -JOINTS TAPED (MINIMUM LEVEL AS ■S/�" TYPE X EXTERIOR GYPSUM IN PLAGE 1C'-0" HORIZ VENT AT EAVE SPECIFIED IN GA-214 RI~GCMMENDED SPE IFIGATICN•• 115P SHEATHING APPLIED PARALLEL TO 2 x 4 I �'1 IND VERT. FR.EFIN. S.M. LEVELS OF GYPSUM ECARD FINISH) AND FASTENER I GUTTER HEADS TREATED. EASE LAYERS IN MULTI-LAYER YVC-:CL7 STUDS 24" O.O. WITH I-�/4" � I/2" SC�UNID ® _ SYSTEMS SHALL NOT SE R.ECUIf�.ED TO HAVE .JOINTS Cry LOCATION: HOUR FIRE WALL GALVANISED :COFING NAILS 4" C.G. AT 4/.1� -� ' •� ATTENUATION BLANKET ` TAPED. VERTICAL JOINTS AND �" G.C. AT W- ' � - ASSEMBLY; WP 5105 /111:1 INTERMEDIATE STUDS AND TOP AND _ I �' 2X4 STUDS I�"O.G. C. WHEN A FIRE RESISTANCE RATED PARTITION GYPSUM ASSOGIATIoN EXTERIOR SHEATHING aOTTOM PLATES. JOINTS OF GYPSUM I , f�� LASERS 5/ T` 'E -21 GATT INSUL. Z EXTENDS ABOVE TH-E CEILING, THE GYPSUM SCARP DESIGN SHEATHING MAY BE LEFT UNTREATED. , ` _ ;� JOINT,' OCCURRING ABOVE THE CEILING NEED NOT EE ^ MANUAL IGITH EDITION EXTERIOR CLADDING TO SE ATTACHED X C�`�F'SUM CARD ON TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE I� THR.'U GHl SHEATHING TO STUDS. S P,4GED 2X4 STUDS 16" MET, (STUD SPACING AND SIZE (I) RIM JOISTS C.G '�/ -21 GATT IN�UL. _ STRUCTURAL 2X STUDS INTERIOR SIDE: ONE LAYER / " I a' THE CEILING IS FART CF A FIRE-RESISTANCE PER �.TRUGTURAL T �)� LG`GK NG ' I" AIR SPACE C���'SUM CARD '` RATED FLOOR-GE OR ROOF-GE SYSTEM, DRAWINGS.) � GYPSUM WALLBOARD, WATER-RESISTANT ,,1 � v. FIRE �;-,t'\F Il�l� �Tf�i�L-SID � b) ALL VERTICAL -JOINTS OCCUR OVER FRAMING 3 1/2" SOUND GYPSUM BACKING BCAR.D, OR GYPSUM ATTENUATION EATTS VENEER BASE APPLIED PARALLEL OR • -- MEMEERS. IN 'L_AGE IC C HORIZ L) AT RIGHT ANGLES TO STUDS WITH S d - �) HORIZONTAL JOINTS ARE EITHER STAGGERED W 24"0.C. ON OPPOSITE SIDES OF THE PARTITION, OR FIRE RATING: 1 HOUR „ 1 ,- AND VERT. GCATED NAIL, 1--7/� LONG, 0.0115 1 + ARE GCVERED WITH STRIPS OF GYPSUM ECARD NOT �4 i , NAILER 5LGGK FULL SHANK, I/4" HEADS -I" C.G. LENGTH LESS THAN 8 INCHES WIPE, OR THE PARTITION IS A I LAYER 5/ " GYPSUM BD. — (LOAD-SEARING) I AIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED le,- OR 24" 11: T . BULL LENGTH y , LAYER 5/5- GYPSUM BD. NOT FART OF A SMOKE OR C.G.; D NAILER LOCK C3 I SOUND GCNTRCLTI YN TEM. I/2" FIEER.GLASS SOUND ATTENUATION v \111, CEILING WHEN �� BATTS PLACED SETWEEN STUDS. . = PARALLEL SCHEDULED SIDING WHERE JOINT TREATMENT IS DISCONTINUED AT OR V<) 1--------. ON AIR INFILTRATION JUST ABOVE THE CEILING LINE, THE VERTICAL JOINT PRODUCTION MANAGER `<) '�) GYPSUM i�GARDYF'SUM �o.'-z'1�D SAEAIHI� ON S 'EG. SHALL SE CROSS TAPED AT THIS LOCATION TO �� REDUCE THE FOSSI5ILITY OF JOINT CRACKING. Gary Culp _ ) ( ��/��. H�ATH N� ' ) Z. GYPSUM BOARD ,, T. METALLIC OUTLET ECXES SHALL EE PERMITTED TC RELEASE DATE: 12/23/10 ) ( _ . (�; RIM JOISTS R-2I SATT INSUL. EE INSTALLED IN WCCD AND STEEL STUD WALLS OR REV i DATE /DESCRIPTION '<I (I) RCW ELCOKING i PARTITIONS HAVING GYPSUM ECARD FACINGS AND UNIT B&C REVISIONS -i- � � ( .'- GLASSIF IEI7 AS TWO-HOUR OR LESS. THE SURFACE /� �� ; j ' ) AREA OF INDIVIDUAL ECXES SHALL NOT EXCEED IC c, J \ 04/01/2011 _ �) I ) , . SOUAR.E INCHES. THE AGGREGATE SURFACE AREA OF Q ; " > I/2 SCIJND t THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN a -�I I ATTENUATION BLANKET m r f f ANY 100 SQUARE FEET. BOXES LOGATEP,P ON w Q I H OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL BE a �,,_ -Er:;,2-) � /� SEPARATED EY A MINIMUM HORIZONTAL DISTANCE OF v) (I) RIM JOISTS I ) (2) RIM JOISTS 24 INCHES. APPROVED NONMETALLIC OUTLET ECXES c j A 0 (2) RGW L-COKING I �) (I) ROW 6L_OGKING J SHALL EE PERMITTED AS ALLOWED BY LCGAL CODE. ,,n �J ` V 1 ,f)j j -1 a. WATER-RESISTANT GYPSUM SACKING ECARD SHALL w A\, SE INSTALLED OVER OR AS PART OF THE w �_ FIRE-R.ESISTANGE RATED SYSTEM IN SHOWER AND TUE a )‘ ill r g FIRE SAFING STAPLED AREAS TO RECEIVE GERAMIG OR PLASTIC FINISHED -1&' L i 0 . IN PLAGE ICD'-°O" HORIZ II WALL PANELS. 'G NAILERLGGK FULL WHEN EIRE CR SOUND RAT ARE to AND VERT. LENGTH NECESSARY, THE GYPSUM SCARP R.EOUIRED FOR THE w iY .4 - RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND s Q `■ ...._____ TYF FULL LENGTH RIM JOIST FIXTURES SC THAT THE OON STRUGTION WILL EQUAL NAILER ELOGK t?� THAT OF THE TESTED SYSTEM. CEILING WHEN 01. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE I Q �''` ® PARALLEL TESTED WALL OR PARTITION SYSTEM MINERAL CR `l fl GYFU M 6OARD �� GLASS FIBER INSULATION OF A THICKNESS NOT .�) GYPSUM 4 EO RD EXCEEDING THAT OF THE STUD DEPTH SHALL SE _ A �) �) ;'�` PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN u) (�•�) < ) \ /-( FLOOR GE I L I NS OR ROOF-CEILING SYSTEMS, THE M (< 1 ) GYPSUM ECARD ■ ADDITION CR DELETION rF MINERAL OR GLASS FIBER �, 2X4 STUDS C"C.G. - - - - . (�<) ' INSULATION IN CEILING JOIST SPACES COULD " PROJECT TYPE 0-<) 1 I ) > PCSSIELY REDUCE THE FIRE R.ESISTANGE RATIN . p lY�F I , iZ�.'I GATT f, lYl c "� INSULATION r 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE o I -<) ) �I (2) LAYERS 5/a TYf E �U�� ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND a COMMUNITY NAME INTERIOR PARTITIONS, FLOOR-CEILINGS w t ‹� "X" GYI�SUM BOARD CNII - ■ r ROOF-CEILING ..--, ETC.) THI IS NOT INTENDED TO LIMIT vNi Summer Creek �,/ =�) SWAGED 2X4 STUDS 2X� F.T.�SILL ■ GORRG:�IGl�RE:�I RESISTANT THEIR USE ONLY TO THE SPECIFIC, CATEGORY IN WHICH FIRE SAARNG •, PLATE ON SILL METAL FLASHING Townhomes , ) ) �.G, THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED STAPLED IN PLACE �) �) SEAL I AS SHAFT WALLS SHALL SE PERMITTED TO SE USED w IC,-C HORIZ AND , �I P T. 2X4 PLATES TES ON , ' AS INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED LA COMMUNITY ID f�K SILL SEAL W/ 1/2" c A. MIL VAPOR VERTICALLY (MALL 4 PARTITIONS) SHALL NOT SE Id 0000 VERT. I � iARRIEI� UNDER y� PERMITTED TO )1E ARBITRARILY USED IN A '`[ FOLTS @ 4 O.C. EA. SAND SEE STRUCTURAL HORIZONTAL ORIENTATION. w " v I, PLATE o ce . v t ° „Ph'I. FOR RE I NFORGED GARAGE HANDING --�„ , ' ° 4 R.EINF. c ONC. SLAB III FOOTING, TIE-DOWNS, II. METAL STUDS AND RUNNERS IN THIS MANUAL ARE z (Vanes) x , I SP'EG I AL NAILING NOMINAL 25 GAUGE UNLESS OTHERWISE SPEGI F IED. § �y 1 I I ° t, MIL VAFOR Sf PRIER H II OTHER NOTES , o J I P x UNDER 2" SAND 1/2 A. SOLT 4S �I 12. GREATER STUD SIZES (DEPTHS) SHALL OE SPECIFICATION LEVEL • C G LI FIN. GRA E PERMITTED TO SE USED IN METAL - OR WOOD-STUD I I GAGE SYSTEMS HANTTHC E TESTED HALLSEE PERMITTED.HEAVIER R-- 5 RIGID IP R-IS RIG--ID I .SUL. I MONO-POUR OF FND. THE ASSIGNED RATING or ANY LOAD SEARING z INS1�L b Iv. SYSTEM SHALL ALSO APPLY TC THE SAME SYSTEM 0 PLAN NAME r A ALLOWED OPTION WHEN USED AS A NON LOAD SEARING SYSTEM.•• I , ---- CLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS. 6 / DRAT v NPC PLAN NUMBER } <� / / �' IS. WITHIN DESIGN LIMITATIONS, THE DISTANCE �, ., , o BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A 0 7 �• � z II c�-�' � F _TER FABRIC ° I I �5"R;if.o `,/ER CHASE WALL, SHALL SE PERMITTED TO SE INCREASED z LAWSO]N PLAN ID•d _ a BEYOND THAT TESTED 0000 •c `, SEE STRUCTURAL FDN > • — —,a ,,.— •Q ERFORATED ° ELAN FOR FOOTING o "�• DRAINAGE TILE IN 14. ADDITIONAL LAYERS or TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME SIZE ANT:, RE I NFORG NG ---Yu '. o I GRANULATED GYPSUM SCARP SHALL BE PERMITTED TO EE ADDED 0000 1 . E AGK F ILL TG' ANY SYSTEM. 0 I"1ALL ASSEMBL ( V'IALL ASSEME3LY SHEET SLALE: I"-I'-C" SCALE: I"-I'-C" ( AD.3 c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow. Xevin / AQ.3 / F:\DSB REPLICAIED\PULIE PROdECTS\L3W10201—TCG3—SUMMER CREEK TOWNHQMES (PORTLAND}FLOCK OUT\DEIAILS\DETAILS.DWG Q tl 0 a) -) N (f) c • r-i > -_, . ,may r:-) w 'I'd °0 rt, t a. cici c:). 5/4" PLY>^IGG1 SEE FLAN 7°7`P 1 GAL AT TREAS ®i >// (I G" Tai / ,l'ili'mig) (BULL v ° 0 ..... 2>< FLOOR JO I ST- + Pmi qn 7 IL\D_I 12" PL-YY�IGGD r ! TYPI,AL AT RISE ` ,� M STAIN � -- (3)2><1 STRINGERS ij4'i . ,.., 10 4 HAND= TYPI CAL ATTACH RAIL, SEAL SIDE STR IN& RS TO ;TAMP TL. 1NALL frM/ (4) I TO 'MN MALL 'KT. EA. STIUI ATTACH . .. �, MAX. 4' G.G. IE7 L STRINGER TO 7 h - 2 X12 LE E .k N/ (4) z < Ill 0 o HEX. HEAD )_-� 1601 FROM BEHIN17 / 1 > < L;sSQLIS., ANMFA55 L C� 111tS) rSI E TG (JOMP/ � D �. L � � cc) car) F 7 II EL'KG. @,) EA. SECT 1 GN SRAGKET ELEVATI GN • 5/a" TYPE "X" LGGATIGN S GYF. S . C.I7 i E 4 ._ STAIR RAIL n, STRINSER TO LANPINS w SCALE: 1-1/2"=11-0" SCALE: 1-1/2"=11 0 2x-) S4SS TOP RAIL, SLOPE TO GRAIN \ W EASE ALL EGE�ES -. - L s/s" TYPE "X" &YP. �, Ems, 1 x �K 1 RT 50ARD 4x4 RE-,AWN INTERMEDIATE POST _ /'� HITH STRUCTURAL POST EASE A/ 5/4" PL_Y1A1001 PRODUCTION MANAGER PER STRUCTURAL DRAVNINSS - Gary Culp x r z 1,41:'F 1/NALL GAP V'/ I/s" RELEASE DATE: 12/23/10 co I AD I U L� El-,-.) ES 2x 12 STRINGERS, TYP. REV # DATE /DESCRIPTION N, UNIT B&C REVISIONS 0 04/01/2011 0 ,....61. Q - 1/2 0YPSUM 50AR J ON 2X STU12S 2>< GGNTI NUGUS SHIM 6 11— N A Ill 0 i IA am _.,/s" TYFE "X" § A F- 1 __ `F. 5T7. LLI IY CONNECTION OF Po ST TO DECK - a X 0 �IlI�" OSE �H�A� � Q PER STRUCTURAL GRAVJINSS SHEATHIN& 1 LO 1- z Q in 0 0_ E5 PECK EUARPRAIL HALF-HALL GAP 0 STRIN 'ER TO WALL Q : 1-I "=I'- SCALE. 1-112"-1'-0" SCALE: 1/2 =I o 0 SCALE: /2 G F- W w nu, >< >< .4. N PROJECT TYPE Z 1��F N I! I�IALL F Q 0 a COMMUNITY NAME rtiltj Summ Ck Townhomes o LAWSON COMMUNITY ID ree (5)2x12 STRINGER ooao TYFIGAL a - GGNTINUE TRIG (2) 1" SEE PLAN EN STUS 1 1NTG �' (1 STD) / 1 GARAGE E HANDING fy FLOOR Y T M (c " M 1 N) k (Varies) Q ce I/2" PLYI✓UG GTE AT z SPECIFICATION LEVEL 1 /J I I /4 PLYY`�GG1� 1 TYPICAL AT TREAD l 'S z PLAN NAME 1 1 I I I (DULL NOSE r;') J a I-- I • I _.1 FLOOR SL1 ATH I N 0 NPC PLAN NUMBER 2x4 `SILL ILI i— I I I / - z LAWSON PLAN ID V( ) 1P* / ><--, 0000 NA1L TO 2X ELK'/ / LEGACY PLAN NUMBER /NAME ETIAIEEN JG T 0000 HALFV1ALL SUPPORT STRINISER TO SLAB SHEET 6 SCALE: 1-1/2"=ILO" SCALE: I-I/2"=IH-0" AD.5 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / RansIow Kevin / A1.5 / FABSB REPLICATED\ULTE PROJECTS*3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG 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 PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. AB ANCHOR BOLT HT HEIGHT TOP CHORD = 25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES (/) 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS ANY WORK OR FABRICATION. W BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING,AND =5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD SAFETY REQUIRED FOR THE WORK. APPROX APPROXIMATE MAX MAXIMUM TOTAL LOAD =45 PSF +SELF WEIGHT 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND = ARCH ARCHITECTURAL MB MACHINE BOLT NET UPLIFT WIND 5 PSF 0 ( ) BB BEAM BY OTHERS TEMPORARY SHORING REQUIRED FOR THE WORK. �, 0 0 S MECH MECHANICAL (f) CO 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING BO BY OTHERS MIN MINIMUM m (- THE EXTENT SHOWN. THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF- BP BASE PLATE MISC MISCELLANEOUS 1 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE = , j- RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT CO BM BEAM 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE, AND METAL SEATS REQUIRED, AND SHALL N. LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S NO OR# NUMBER <BOT BOTTOM NOM NOMINAL DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. 0 REPRESENTATIVE OF ANY DISCREPANCIES. Cr) 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. - CENTERLINE NTS NOT TO SCALE 0 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. CLR CLEAR OC ON CENTERS ® �° 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. COL COLUMN PCF POUNDS PER CUBIC FOOT 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES & RECESSES. 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3 X 5 . CONC CONCRETE PLCS PLACES W 0 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY R., PL PLATE F- DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED -- PSF POUNDS PER SQUARE FOOT DB DROP BEAM O 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE PSI POUNDS PER SQUARE INCH 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED Z N 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI,ASTM, ETC...) SHALL BE PER THE LATEST OR MOST CURRENT 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING DIA, 0 DIAMETER R RADIUS - W EDITION AVAILABLE. GRADES: DIM DIMENSION REINF REINFORCING ® 0 DWG DRAWING REQ'D REQUIRED 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE Z DWL DOWEL RET W RETAINING WALL Z ROOF(SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO. 2 ( ) EA EACH REV REVISION FLOORS 40 PSF 6x BEAMS, POSTS = DF-L NO. 1 EF EACH FACE SCHED SCHEDULE �rr�� WIND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET V Ct -"- SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR W R= 6.5, Ss= 0.942, 51=0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND &3RD FLOOR POSTS,ALIGN &MATCH POST BELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS W CO FOUNDATIONS: DOWN TO MAIN ROOF 48" O.C. TYPICAL. ETC ET CETERA SQ SQUARE 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24" O.C. W/2x4 VERT SUPPORTS DO O @ = EW EACH WAY STD STANDARD 1. MAXIMUM DESIGN SOIL BEARING PRESSURE 1500 PSF ASSUMED. 6. WALL STUDS WITH A HEIGHT GREATER THAN 10'-0" SHALL BE SPACED AT 12" O.C. E EXISTING STIFF S G S STIFFENER 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. 7. POSTS AT WINDOW AND DOOR OPENINGS SHALL BE (1) 2x TRIMMER AND (1) 2x KING, UNO. ( ) ( ) ( ) EXISTING STL STEEL EXIST EXIST G 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM STRUCT STRUCTURAL 8" fc COMPRESSIVE STRENGTH 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 IN THICKNESS AND THOROUGHLY T& B 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. TOP& BOTTOM COMPACTED TO A DENSE, NON YIELDING STATE. 10. REFER TO DETAIL 1/S7.0 FOR TOP PLATE SPLICE CONDITION. OF CONCRETE, PSI TOC TOP OF CONCRETE Cr) 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED 11. REFER TO DETAIL 2/S7.0 FOR FRAMING OF TYPICAL OPENING. FCO FLOOR CLEANOUT TOS TOP OF STEEL PROCTOR. FD FLOOR DRAIN TS TUBE STEEL 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 1 -0 O.C. FDN FOUNDATION TYP TYPICAL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. T FLR FLOOR UBC UNIFORM BUILDING CODE 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 1'-0"VERTICAL PRESSURE TREATED (P. ) LUMBER: 1. MILD STEEL & UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES& HOLDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE STEPS. FS FAR SIDE VERT VERTICAL SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. FT FOOT OR FEET W OR W/ WITH OF THE SILL PLATE. 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 N COMPRESSIVE-CYLINDER STRENGTH OF 3000 PSI. 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE ,.; o HGR HANGER 0 V P N 2. CONCRETE FORMS, MIXING, PLACING, AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST ' °� ry ' HORZ HORIZONTAL � - ���� �, SHEATHING: " a p EDITION AND SPECIFICATIONS. HS HIGH STRENGTH `` O 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HSB HIGH STRENGTH BOLT -� 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: :f: :: A ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON A) ROOF SHEATHING = 7/16" NOMINAL, INDEX 24/16 f- ; , 5. O S CO C S CO 0 0 S 0 0 a THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, INDEX 48/24 o I.) U 3RD FLOOR = 3/4" NOMINAL, INDEX 48/24 p LI--� N C WALLS - 7/16 NOMINAL INDEX 24/16 �, REINFORCING STEEL: ... � � RT AND END . TO SUPPORTS -- �P4 :2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR O SU . BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: CC3 O • 3 1. REINFORCING SS S 0 O v� ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. JOINTS SHALL BE STAGGERED. 3 S G 0 3 •• .,, 0 . BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. ... 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. ,., .; 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH A I DE 318 AND ACI MANUAL 4. REINFORCEMENT S A C C C CO C U O ....315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT °N NAILING AND FASTENERS: .-.. .;: _„ �, WITH 0 AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS I „ „ w 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO �, ADEQUATE LAPS. 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. - p C OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. N o BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. -. P. 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL A) CONCRETE CAST AGAINST EARTH = 3" CT - u u BE HOT DIP GALVANIZED. tR R B) CONCRETE EXPOSED TO EARTH OR WEATHER S#5 AND SMALLER = 1Y' 4. SHEATHING NAILING SHALL BE AS FOLLOWS: �. PRO/tI_C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER �� �% A) ROOF SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES � �,�G�Nf£iQ SLABS, #11 BARS AND SMALLER= 34" `v 12,320 9 INTERMEDIATE SUPPORTS 8d AT 12" O.C.AT ALL IN�TERM SU � l BEAMS AND COLUMNS = 1Y2"#6 AND LARGER=2" B) FLOOR SHEATHING = 8d AT 6" O.C.C AT ALL PANEL EDGES St a:-�A 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 WP 414,A, J' SPACING TO HORIZONTAL REINFORCING. = NAILING AS INDICATED ON DRAWINGS (24" C)WALL SHEATHING BLOCK AL EDGES WITH 2X4 FLAT, NA LI G S C � OREGON � 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. 24 MIN.) LAPS. Vk 'S 5. ALL B LTED NNE TI N HALL BE MADE WITH MA HINE BOLTS MB CONFORMING TO ASTM A307. ALL BOLTS AND a co c o s s c � �- 9 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN ALL SLABS. Y 15• LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. 10. REFER TO DETAILS 1/S6.0&2/S6.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. N J NS� REFERRED TO ON PLANS BY PARTICULAR TYPE E 6. JOIST HANGERS, HOEDOWNS,AND OTHER FRAMING ACCESSORIES ARE REF O 0 AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, U.N.O. EXPIRES'12-31-2011 MANUFACTURED JOISTS: 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD 1. ROOF AND FLOOR FRAMING DESIGNATED"AS MANUFACTURED SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS, AND SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK I o MANUFACTURED BY OTHERS U = N "PSL" BE SUPERVISED BY A SPECIAL INSPECTOR,AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. � w 2. ALL BEAMS DESIGNATED PSL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: „ < 1 < 3 w o 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH < 3 U cf.) Fb=2,900 psi, Fv=328 psi, E=2.0 MILLION 3 a p p , Y4 x 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4'-0" O.C. MAXIMUM AND WITHIN 11-0" OF SILL PLATE o REQUIREMENTS: I 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM ,., ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. a 3 0 Fb=2325 psi, Fv=460 psi, E=1.55 MILLION w w z � z SUPPLIER HALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER z 4. JOIST SU S SU o IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS w 3 w , U 0 o I -0 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES o t . N NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. 3 3 .� 6. TRUSJOIST TRUSSES &JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTION S m AND SPECIFICATIONS. 3 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. BEARING WALL ELEVATION LETTER N 0; 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: co co FLOOR LIVE LOAD =40 PSF ROOF SNOW LOAD = 25 PSF NON-BEARING WALL . 4111' ELEVATION VIEW a 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL NW co �" UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS, AND OTHER CONCENTRATED LOADS PRIOR TO a) E JOIST FABRICATION. SHEET WHERE DRAWN z z o o 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 I 3 w o TYPE AND LOCATION a 1 o= O 1- ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ I i w m WITH A FINAL REPORT. SECTION LETTER i o 2 I FOUNDATION/ WALL _ I 0 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR 3 I 45 CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL E OA 3 BUILDING SECTION E SCHEDULE FOR TYPE GLUE LAMINATED MEMBERS: - 0 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE ' SHEAR PANEL THE DRAWINGS. SHEET WHERE DRAWN AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON H GS 8 AT ALL CANTILEVER AN CO UOUS S 24F V C w 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF 3 I SEE HOLDDOWN Tr)"U LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SCHEDULE FOR TYPE c i i w cu ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. a 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. I ,' I o z 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. z w U 11/ BREAK INDICATOR , rn 0 co w v I--- a) ¢ E: o z 33x 3 SHEET NO. a) 0 z w U ./) S 1 U a) �O i 0_ JOB NO. o CEN-090 CL CL 88'-0" CL q y y 20'-0" 16'-0" 16'-0" 16'-0" 20'-0" / cr) 1'-102„ 161-3" 1'-102„ 5,_32„ 91-3" 1 - 51-2 9-3 1,_52„ 5,_32„ 9-3 1'-2".1'-102" 161-3" 1'-102" w / / �' / / / / / „ / / / „ y y y y / 0 00 ti 4 N.- \ \ / 14 F ' 14 F 14 F i lim / z:1-1r1 a i _ � Q OF- IM - - r SIM SIM m © ® ::: I-• O Cl ___, 56.0 56.0 '' S6.0 S6.0 = .I 8 8 � Z � .. I. ® 12 ® U ® ® r J L _ 10 O w N 4 © © O O © p J- 7 O 4 © © • © © I- w Q \ D Z CD.. i m J i i Ei L -1 8 1 8 10 10 10 gg I F 11 FOOTING SCHEDULE 1 S6.0 1 CO I 3-0 x 3-0 x 10 ' 6 6 6 1 ' 6 I 1 4 4'-3"x 4'-3"x 12"W/(6)#4 BARS EACH WAY BOTTOM 56.0 56.0 � 56.0 56.0 56.0 2 ( ) @ 4" CONCRETE SLAB, � 4" CONCRETE SLAB, • 16 4" CONCRETE SLAB,4" CONCRETE SLAB, � 4" CONCRETE SLAB, , INSTALL FTG THEN POUR SLAB OVER 16 16 6'-0"x 3'-0"x 15"W/(3)#4 BARS BOTTOM LONGIT, = = 3 { ) o- DESIGN AND DETAIL DESIGN AND DETAIL DESIGN AND DETAIL DESIGN AND DETAIL DESIGN AND DETAIL ' (2)#4 BARS TOP LONGIT BY OTHERS, TYP 1„ �. BY OTHERS, TYP 1„ BY OTHERS, TYP I BY OTHERS, TYP 1„ BY OTHERS, TYP ah°O ® 4-1- 1 8- 4-1- 4 2'-6"x 2'-6"x 12" / 2 / 4'-0" / 4'-0" y1'-6'y :/ 4'-0" y - 2/- y 4'-0" y1'-6" / 4'-0" / IM 5 18" 0x12" 8'-0"x 3'-0"x 24"W/(3)#4 BARS BOTTOM LONGIT, 12 6 4.6.0 / 12 6 6 (2)#4 BARS TOP LONGIT ;,I I .. O S6.0 I S6.0 f N - 7 5'-0"x 3'-6"x 12" 3 Q 5� © 6 I •6.0 © V � N G1 56.0 � I � � 0-4-ejl-)Cip7-4 � �� M 8 4'-0"x 4'-0"x 15"W/(7)#4 BARS EA WAY @ BOTTOM o D C O D.FTG LENGTH= UNIT WIDTH 1 -0 EA SIDE (UNO)x ( I I I -,-',../...•.):.. ,, 9 WIDTH AS SHOWN x 18 DEEP W/#5 BARS @ 12 O.C. o I - o -, o TOP LONGIT D © - BOTTOM LONGIT #4 BARS 12 O.C. TO o cr 1 U O VJ O ^^ll O �1J n , n " _, ( O 4-. �- T ri,2 0 x UNIT WIDTH 1 0 EA SIDE UNO x 18 DEEP I 3 3 1 W/(2)#5 BARS TOP LONGIT&BOTTOM LONGIT ® 1 S6.0 56.0 ..:I co, „ „ „ 0 - CCU o •�, . .- � 3-6 x36 x12 .) I 1. 11 SIN © SIN .... .., 0 12 3"-0"x 3'-0"x 18" ti I 3 I I ti M f 3 SIM �� SIM I 56.0 �� SIM c? 3 t ,... . 13 3'-6"x 31-6"x 18 in •o 2 SIM m S6.0 6 r (6 'j 6 6 56.0 N a 17 56.0 I I 56.0 56.0 I 56.0 o 14 2"-0"x 2'-0"x 10" I .... g SIN • \ 1 m SIN O 1 15 8" STEM WALL W/ 15"x 8" FOOTING, UNO N O `° SIM P. m • m 16 8" STEM WALL W/24'x 8" FOOTING, UNO 7 7 j„ „ „ S6.0 :. S6.0 S6. S6.0 3 s STEM WALL W/ 12 x 8 FOOTING UNO 8 S .. .. 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REFER TO DETAIL 34/57.2 O 20 w O II II3 0 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL } 3 ? w Ca ® SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL 3 O O jII � � ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 0 z 7 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA I E O CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ „ a z cc 1 � � I U W/8d NAILS @ 2/ O.C. EDGES, 12" O.C. FIELD. 23 � I FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x . ;CB' DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA ( ) o ® 6" 12"r� W/8d NAILS 6 O.C. EDGES, 12 O.C. FIELD MIN & NAILS SHALL BE STAGGERED 3 3 @ } 9® HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED SAT HATCHED AREA } I 3 E O W/8d NAILS 6" O.C. EDGES, 12 O.C. FIELD A FOUNDATION P LAN o o @ = 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS 1/4" = ,_ „ > KI ALIGN FLOOR JOIST WITH SHEARWALL 5 12" O.C. SCALI_. 114 1 0 I } 11 @ m SHEET NO. ✓ O SIM P SO N H UC 46(MAX NAILING) 2O 6 %s„ x „ LAG SCREWS PER DETAIL 37/S7.2 z 0, STRAP ENDS OF BEAM PER DETAIL 12/S7.0 w 27 SIMPSON AC6 v 14 SIMPSON ECCQ5-6 S2 a 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 -o 0_ ,/ ,,, EXTEND WALL SHT'G THROUGH PERPENDICULAR a WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED a JOB NO. _ O CEN-090 CL `L `L CD 20'-0" 7( 16'-0" / 16'-0" / 16'-0" ¢ 20'-0" 1'-102" 16'-3.. 1'-102..g3.. 3._711'04" g._3.. ..112' 9-1 3�_8 ' g3�� g-3 11-5-'9-1 ' 3'-71104" 9-3 112' 1'-102" 16-3 1'-102" 0 = h- Z '4 z O .....<5� J , _\ I ( � r —1 I / 1 z SSW21x7 SSW21x7 SSW21x7 SSW21x7 TEMPLATE W/ TEMPLATE W/ TEMPLATE W/ TEMPLATE W/ V ANCHOR BOLT ANCHOR BOLT Q ANCHOR SCHEDULE ANCHOR BOLT ANCHOR BOLT I I Q z PER SCHEDULE PER SCHEDULE I PER SCHEDULE PER SCHEDULE : II L , Z V 1 SSTB28L 1 J Fs© D D �© O O 2 o o D © d D 2 SSTB24 :�!:is Yii:+:::iii ': 3 1" 0 SSWAB HS 0....* • ;;;r ilorirAte = 7 Aer zap, . -,. . . .'41,-.:-:.: L _, I • _1 m s— I 1— J 1-1 , 1-', . k 46. 34" 10 � 0 SSWAB HS 7 " (2) 2xSILL / 0 THREADED ROD . PLATE (2) 2 x SILL (2) 2 x SILL CD TOW TOW / / ( PLATE PLATE / / TOW TOW C1) 192.207 193.207 © 1" 0 THREADED ROD 192.207 I 193.207 0 1/8 0 THREADED ROD ,. I I ' I L 82', 74.. 82 --� %. N • �is N ,-i 21-81" 71 I 3.. 2._81.. 71.. ® C,) j.. N 4 4 " 5- 4 4 /7 // y y I r. Oo � .... ,s. L _ +, _� 3'. 1� co © 0 O I 1, ,� 84 2'-8" 74 74 2'-8.. 84.. ° -� ��0# I ° I .. o a. U 1© D 1 N rt � U H __I 0' ct O . L 2 2xSILL �� /���A` /-- O �2) 2xSILL PLATE PLATE PLATE M dt,— �� . (2) 2xSILL (2) 2xSILL ::' ° N � I I PLATE C/D M PLATE o 0 NO . s 1 sisucTUR44 .; 011 0 F F : 0,01 NE 4 F f ' 9. 4- k 2320 � 14 .. 1 0----. . , „,.._,0 v OREGON . Y �(2) 2xLL (2) 2xLL© (2) 2 x SILL \ I' \ 2 (2) 2 x SILL 1 1 EN- 1 Ll PLATE - PLA E T �12-31-2011 2 2 x SILL EXPIRES PLATE ` <`' - © \ I \ _ . -iN ` (2) 2 x SILL co �P PLATE O o NI 1 CV N N U — �ic� 4 _ $,:....I - _ N NV r ��'.:.: ZIAW %. 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CEN-090 o KEY NOTES BEAM SCHEDULE POSTSCHEDULE SHEAR WALL SCHEDULE 1O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2)2 x 8 CD 5%2 x 14 PSL(FLUSH BM) ® 4 x 4 (2) 2 x 6 TRIMMER (2) 2 x 6 TRIMMER M O H Z - n 1 n 12" O O 1 2 x 6 KING 6 x 6 KING O SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS 1/4 0 x 4/2 @ 12 O.C. ® 4 x 6 O w 2 2x 10 1 SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O2 ( ) 16 558 x 10/2 GL (DROP BM) 6 x 6 SIMPSON ACE6 ® J ® SIMPSON LUS26 EA JOIST 2 2 x 4 TRIMMER 19 @ _ O (2) 2 x 4 TRIMMER ( ) JOIST RBLK CONDITION I O JO S OR G O � 3 2 4K @ SIMPSON p 6 x 6 DF#1 (1) 2 x 4 KING ( ) x KING 4 S SON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 3 4 x 8 17 4 x 6 111 it 1 0 0 0 0 0 0 A /'APA RATED SHTG ONE /2 x 10 AB s @ SIMPSON LTP4 @ _ tt nn 39 OC (EMBED 7") •1 ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 1%4 x 14 TS/LSL (FLUSH ® (2) 2 x 4 O (3) 2 x 4 O (1) 2 x 6 TRIMMER V O� lir- SIDE W/8d NAILS 6 OC 24 OC RIM JOIST SEE NOTE 1, 2 gM 2 2 x 6 O (3) 2 x 6 KING z M 12" @ '1 O 3�s x 9 GL 18 ) K ( } 1 2 x 6 TRIMMER EDGES FIELD 16d 6 OC ® SIMPSON LGT3 { ) G S& 12 OC F @ TO PLATE BELOW O 22 SIMPSON ABA66 W/WEDGE ALL "- F O II 11 1 � 2 2x 6 KING � G „ , 1 1 1 ( ) 6x6DF#1 B Y APA RATED SHT GONE /2 x 10 AB's @ SIMPSON LTP4 @ 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 3/$x 10/2 GL 19 5) x 16%2 GL (FLUSH BM) L (1)2 x 6 TRIMMER O _ 2 h-- lir SIDE W/8d NAILS @ 4" OC 1211 OC (EMBED 7") _._ 16" OC RIM JOIST SEE NOTE 1, 2, 3 O CONDITIONS SHALL BE PRESSURE TREATED LUMBER 1 11 11 G (3) 2 x 6 O 6 x 6 KING Wi 8d NAILS @ 2/2 O.C. EDGES, 12 O.C. FIELD. O < EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA 23 FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x ® 5%$x 12 GL(DROP BM) Oi5%x 15 GL (24-V8) �/ 1 "'x 12"AB's ® MIN & NAIL SHALL STAGGERED/2 W/8d NAILS 6" O.C. EDGES, 12 O.C. FIELD S S ALL BE S AGG Al Y2" 0 1-- APA RATED SHT G ONE @ SIMPSON LTP4 @ � @ IRDER TR E 7 3�2 x 14 TS/LSL( FLUSH 21 G USS S 10,--- SIDE W/8d NAILS 2" OC 12" OC (EMBED 7") 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O O @ S XT DOE S S ® 24 BM) BY OTHERS �/ -I EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 0 W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD @ 10 SIMPSON HUCQ412 2 2 x 4 2 x 8 LEDGER WALL I D E O s ( ) CI NTIFICATION .. 1 "� 12" EACH UNIT HAS BEEN ENGINEERED Y2"APA RATED SHTG /2 x 12 AB's @ SIMPSON LTP4 BALLOON FRAMED WALL. PROVIDE WALL STUDS O @ D lir SIDES W/8d NAILS @ 4" OC 12" OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12" O.C. FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT ® W N 11 2 2 x 12 12" 11 6" 9 OF ADJACENT NIT 16d 3 OC O 0 UNITS EDGES& 12 OC FIELD @ TO PLATE BELOW SIMPSON LTT19 W/s O x 6 LAG SCREWS O OTHERS GOOD FOR J 12 SIMPSON HUC46 (MAX NAILING) 26 23 a O O 380 PLF WIND HOEDOWN LOCATION � ", 12" � PER DETAIL 37/S7.2 � / x AB's/ 2 1 z APA RATED SHT'G BOTH ,� @ SIMPSON LTP4 @ 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 @ 5�s x 22/2 GL (24-V8) NPIF z Liu © �� 7 OC (EMBED 7 ) 11 � O (DRAG LOAD) SEE NOTE 1 2 3 4 SHEAR WALL lir W/8d NAILS 2 S 0 ct 0 SIDES W S O C 5 OC RIM JOIST <> «>< :>� >� >f>�<<>><` `:.> > ::;.. @ 27 SIMPSON AC6 ..... O� EDGES& 12" OC FIELD 16d @2" OC TO PLATE BELOW 14 SIMPSON ECCQ5-6 ,.f< ...,.<.,..................... U 11 2x8 @1611 O.C. 24 4x10 3 0 SIMPSON SSWAB HS EA ATTACH TO TOP PLATE SIMPSON© /4 @ 15 SIMPSON HUC414 28 S M SON LBV1.81/14 BEARING WALL -I CD lir END (EMBED 12" INTO FTG) OR HEADER W/(4) SDS 2 x 6 16" 6x 12 SSW12 x 7 N/A (1) O C 25 EXTEND WALL SHT'G THROUGH PERPENDICULAR @ O 11 1 1 N/A /4 x 3/2 SCREWS. SEE 16 D WALL PER DETAIL 16/S7.1 INFILL WALL NEEDED W NOTE 5 S 29 14 FLOOR TRUSSES 1 NON-BEARING WALL m 26 3/ x 12 GL(DROP BM 1" 13 BY OTHERS O $ { BM) 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE © END EMBED 14" INTO FTG ROOF TRUSSES lir SSW15 x 7 __N/A OR HEADER W/(6) SDS 14 O BY OTHERS < 11 1 N/A Y x 3 SCREWS. SEE 4 /2 W NOTE 5. D © 1" O SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE U) CO END (EMBED 14" INTO FTG) lir SSW21 x 7 N/A OR HEADER W/(12) SDS 33 33 33 33 N/A /4"x 3%2 SCREWS. SEE ©00 S7.2 S7.2 00 7) S7.2 O S7.2 OO Om� S7.2 NOTE 5 A& 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE _ END EMBED 14" INTO FTG ►< ►� �_. ►� lir SSW24 x 7 ( ) . __N/A OR HEADER W/(14) SDS ` / 'C / / , N/A "x 3 SCREWS. SEE 0 7 w 4 2 0 0 0 ® • : •NOTE 5. 0 Q 0 • 43 '3 Aft :„., R, ,.: NOTES: 33 cv ,� II 11 3" J'• 1.%4 x 3 x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. S7.2 •00 WY N --� iFiOm ® ® 07)0 ® ® 000 ® ® 000 o c� N 2. 1F AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. - '�- °` c! ® ® 3 I 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF _ I „ .,.. O 27 SIM 2 7 ADJOINING WALL SHTG ARE TO BE STAGGERED. 27 6 SIM SIM ®V® 6 SIM yak .. , x 6 11 , 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. ;, • ...cu VERIFY SPACING OF ANCHOR BOLTS. ��® I:; S7.0 S7.0 S7.0 410 5. PROVIDE (2)#4 DOWELS WI STANDARD HOOK © EA HOLDDOWN BOLT. Ql © '•�� © °, 0 r. a 0 ..1 �' sq,: ►�i i r -, ‘r ` A. \ • � '_//1�A� i•} .}; :::::::nom::��F: 1/1�"S��WW._ P�6i�i ilk-' 2�'+f� :'� :.... .... ...:.Y-.�i°�71 ,i�/'A\-. �-�\ ��I {.•.;;fi'fvi:ii:�':ii: •-.rwieeoaw:e ,.. �ovvmie:: -, © . . c; '; �10 © 3 S) • @� ' O © 13 5 0 v'p 0 20 0 0. . • . 0 0 ® 6 0 F Nye •1 TYP,UNO O TYP,UNO Q S7.0 o N AL = Z P4 , ,,, HOEDOWN SCHEDULE i Cr;7 ® v v ® v O MI 0 /'• o 6 TYP UNO • 20 �+ ::>> ./ TYP UNO ,.: HOLDOWN ATTACHMENT COMMENTS • 21 ANL o W� 21 S7.1 .,, . S7.1 •--YP, UNO ® RucTu R , AL 0 NOT REQUIRED NA NA 5 t A C 0 0 0 3cc: PRof SI MPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS OPTIONAL SIM SIM OPTIONAL - G%NfF /Q Allik . s W/ W/STANDARD HOOK 10 10 �'� SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS 00 r. 12,320 9 v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT : S7.0 0 0 O = 0 O S7.0 : - :>I. rg 1 AA 0,4 -_.tea SIMPSON SSTBL28 ANCHOR (/$ 0 THREADED ROD W/ 8 0 0 0 8 t1� OREGON STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS ::-:::::::::::::::::::::::::::::::.:::::.:::::::: O ::::<. _ .....::::::::::::::::::::::::::::::::::.::. .;. 'y EMBED 24�/$" INTO FOUNDATION/8"AT INTERIOR S7.0 - 0 .1. _.:�_:.,..:_ - v ®0 S7.0 �'" Y 15,�9� �`� , AL W/STANDARD HOOK ,. .>;: C"C_ SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ © EA HOLDDOWN BOLT �""" N E � Nr (20} SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHTG TO O 3'-6" 4'-0" = © - 0.1. 4-0 3-6 O f.'.11 J 1 II 1 II '.l.` EACH 2x PER DETAIL5/56.0 &SHEARWALL 0 ""'"'""""""� �I > ©© 0 "�"�"� 0 ®m r:�>: EXPIRES'12-31-2011 SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED I © 9 0 `TOGETHER W/ 16d NAILS @ 6" O.G., EA SIDE. i(■ir Q g S7.0 Q r(0 II Ak SIMPSON SSTBL28 ANCHOR EMBED 24�/$" INTO PROVIDE (2)#4 DOWELS F ® S7.0 - 57.0 ¢ w 0 0 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST MIN W/ <> ': < U cn o SIMPSON HDQ8 W/STANDARD HOOK I \,., © 20 SDS Y4 x3 SCREWS. EA HOLDDOWN BOLT :<: ®� 21 21 21 Ow/ <<< o 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS `C "' '_- ;' _ w° <:> � z z I EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK 0? 1 w w I Ak WASHER&MASH THREADS ABOVE& BELOW NUTS. EA HOLDDOWN BOLT ::::: 0 ® `` !. ® O w = Q SIMPSON HDU14 @ o c) o 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ©�: OPEN © OPEN M©, „ a ,. , Q ::... g > I► , c� SECURE HOLDDOWN TO 6x6 DF LPOST W/ `:r �.' ., s 3 G�y -0 (36) SDS Z x 2Y2 SCREWS. �<` / 3 I 24 a OPEN `'° OPEN € ' 11 - °III :.1 r_ r' PROVIDE (2)#4 DOWELS 24 I 1 DIA THREADED ROD Wi TD WASHER ( } 3 mm 0 24 I I W/STANDARD HOOK 1 : • : EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF � : I AD AB VE & BEE WN T EA HOLDDOWN BOLT WA HER&MAHTHRE 0 0 US >< m O S S S @ r SIMPSON HD19 I 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. o " o ': € o SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1 DIA . Q EllE T •cu A307 BOLTS. __._ ©>................./fie '•i>: E AIL r Z L 0 Alkik TOP DBE. STUDS & i 0 € I € I NAILS 0 INTO S U S - WRAP AND NAIL STRAP TO f , 1= (17)- 16d_ @ �/ M f ' SIM a S 0 20 � �' Q 3 3 3 0 SIMPSON MST48 (17) 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 38 Al a 26 I 3 o 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE S7 2 ,�,v 0 0 3 O NAILS TOP INTO DBL. STUDS & WRAP AND NAIL TO 0 I> 21 ® 0 € 3 3 ' w � (24)- 16d @ I STRAP O 0 0 0 ® E - ,�Q� O © � 3 - L N M T60 24 - 16d NAILS BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/57.0 ` i _ -� 3 3 SIMPSO S ( ) @ e a ►.i :i Zli BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE D ; ' ., :: :• : is {,: 0 0 J i 17 - 16d NAILS TOP AND BOT FOR EA STRAP INTO C ii_ r :; O S WRAP AND NAIL STRAP TO :::. E O .....„. z .,. IMP N 2 V S 0 ..,�.r..r:..:::..:........t............... r .i.:::.....'T' :f... Y �9 tee'''gin":::ai:%:iii:::i: 3� .��''2�" :::.>;;:.:;>;r�" d' ......r ( ) r 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 -�, -�r.�t•::�.:.c,_.: .�: � � .�,. �.. .•.•..•.•••••.--.-. •-....-- �• ,:�; .. :�,_:;: i :%.,J...•,: ::-,,_ i. ,�;:.�;.; ,;,, �_:,cam i'� > ii :' :'i:' .'J i:' , U i. I ':'::' ,:rr.i• ':`:ii;:: 8 MST48 EA END ::' :i. ::: ::;F:' :'f.' ::: - _ U I :` .,`�'••.. '.. . �. .: .'i!: ;; • - j4r � � . �::`':;:j ;::i; r: ,POST AND CENTER STRAPS ON FLOOR CAVITY ,.; .:. �L L ,,.O R©O J:/ 0 � 0'�O O :: .. C� : �:•:::::: :. ':::::; :;:.; � � , :,.f � O� O _WP AND NAIL STRAP TO � r,. Q r..J.. � iii. -_ © /\ :. _;:.:;:,� � .. i! 0 -, • .: . i'<;;::;':::«iii: ...31 . >INT 6x6 P T. TA ER STRAPS ON OPPOSITE SIDES """ "` ` ©� Olt w 0 OS S GG BM/HDR BELOW PER 11/S7.0 3 U g 3 c t 0 6 © © Q -01 MST60 EA END © ; . 3 0 <�:� s :.0� OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE � � © S70 .. � 5 © S7.0 co % '� � © w EL (2) SIMPSON 0 O © aim�O 0 0 © © ©10 CMST12 x 96" EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 © © �;� 3 © ► ` 0 ®43) © © © 26 I z F P T AND ENTER STRAPS ON FLOOR CAVITY O I z ö OF OS CENTER & 12/S7.0 IF APPLICABLE .... . 14 14 U �TYP .0 14 0 ►®© ►� . . . ..0 © TYPw NOTES: © © Q Q rn LAMINATED TOGETHER W/ 16D NAILS 6" FULL HEIGHT(TYPICAL). 0 1. DOUBLE STUDS SHALL BE LAM OG @ ( ) o 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. O3 ,,� a 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y" MIN. C • 0 Q 0 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 7 0 O O © 0 m BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. - SHEET NO. a) 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. UNIT AM U N I1 C U N IT B U N IT C UNIT A U 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z LOT 74 LOT 75 LOT 76 LOT 77 LOT 78 w U 53 U O A MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN cc z S3 SCALE: 1/4" = 11-0" JOB NO. o CEN-090 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE - -- SHEAR WALL SCHEDULE 1 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 (f-- 2 x 6 DECKING SECURE[)TO EA JOIST W/(2) 16d NAILS 1 2 2 x 8 15 5Y2 x 14 PSL (FLUSH BM) OA 4 x 4 (2) 2 x 6 TRIMMER (2)2 x 6 TRIMMER O c ) 0 ® H o 1 " 1 g 4x6 0 (1) 2x6KING 6x6KING Z O SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS/4 O x 4/2 @ 12 O.C. ® W ® 2 2 x 10 16 5' x 10' GL DROP BM Q SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O ( ) O /$ /2 ( ) C 6 x 6 SIMPSON ACE6 2 2 x 4 TRIMMER 2 2 x 4 TRIMMER ® 19 SIMPSON LUS26 EA JOIST O t ) J O O @ c ) N CONDITION 0 0 JOIST OR BLK G ® 6 x 6 DF#1 (1) 2 x 4 KING (3) 2 x 4 KING @ 4 „ ,� � ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 O3 4 x 8 17 O / x10 ABs /"APA RATED SHTG ONE 2 @ g0 - a CO (2) 2 x 4 J (3) 2 x 4 1 2 x 6 TRIMMER �n A 39" OC (EMBED 7") " E 1 2 O5 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 3 x 9 L 18 1/4 x 14 TS/LSL (FLUSH O c ) 0 SEE NOT 4 G lir 24 C R IM JOIST O /8 O BM) K (2) 2 x 6 O (3) 2 x 6 KING � 1 2 x 6 TRIMMER L T3 t ) � EDGES & 12" OC FIELD 16d @ 6 OC TO PLATE BELOW © SIMPSON G O. SIMPSON ABA66 W/WEDGE ALL O ' Y2"x 10"AB's ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 1 1 1 t ) ( ) P 6 x 6 DF#1 d" 2 2x 6 KING e APA RATED SHT'G ONE 2 @ SIMPSON LTP4 @ DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA ® 3/8 x 10Y2 GL 19 5/8 x 16/2 GL (FLUSH BM) _ L (1) 2 x 6 TRIMMER O B „ „ 7 12" OC (EMBED 7 ) 16" SEE NOTE 1, 2, 3 O CONDITIONS SHALL BE PRESSURE TREATED LUMBER 1 ,� 12" 3 2 x 6 O 6 x 6 KING lir SIDE W/8d NAILS 4" OC 16 OC RIM JOIST ® ( ) „ @ 23 W/8d NAILS @ 2/2 O.C. EDGES, 12 O.C. FIELD. 1 O Q 16d 4" OC 6 5Ys x 12 GL (DROP BM) 20 5Y8 x 15 GL 24-V8 EDGES& 12 OC FIELD @ TO PLATE BELOW DIAPHRAGM SHALL BE BLOCKED @ AREA FRAMING AT ADJOINING' PANEL EDGES SHALL BE (2) 2x O t O ( ) 1 „ 12" ® MIN & NAILS SHALL BE STAGGERED l ® F / x 12 ABs W/8d NAILS 6" O.C. EDGES, 12 O.C. FIELD � APA RATED SHT'G ONE 2 @ SIMPSON LTP4 @ @ 3/2 x 14 TS/LSL FLUSH GIRDER TRUSSES li- ly t © SIDE W/8d NAILS 2" OC 12" OC (EMBED 7") 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O7 BM 21 BY OTHERS • 0 @ 3" O 4 6" 12" ) EDGES & 12" OC FIELD 16d 3 OC TO PLATE BELOW O W/8d NAILS 6 O.C. EDGES, 12 O.C. FIELD Q --.Al @ @ SIMPSON HUCQ412 2 2 x 4 2 x 8 LEDGER WALL IDENTIFICATION 1 „ „ 10 8 ( ) 22 EACH UNIT HAS BEEN ENGINEERED .. ' x 12 AB's BALLOON FRAMED WALL. PROVIDE WALL STUDS O O / APA RATED SHTG BOTH /2 @ SIMPSON LTP4 D @ 25 TO BE STRUCTURALLY INDEPENDENT lir 12" OC (EMBED 7") 11 ALIGN FLOOR JOIST WITH SHEARWALL 12 O.C. t ) SEE NOTE 1 2, 3, 4 @ FLOOR TRUSS BY SIDES W/8d NAILS @ 4" OC 8" OC RIM JOIST S 0 , O 5 „ 6" g {2)2 x 12 OF ADJACENT UNITS 0 � � SCREWS O LTT19 W x 6 LAG SCR S SIMPSON 0 OTHERS GOOD FOR 16d 3" OC / EDGES & 12" OC FIELD @ TO PLATE BELOW 12 SIMPSON HUC46 (MAX NAILING) 26 s 23 AL HOLDOWN LOCATION J Uj 1 "x 12"AB's o PER DETAIL 37/57.2 1 O 380 PLF WIND 0 LL_ 0 IF 2 SIMPSON LTP4 10 5Y8 x 22/2 GL (24-V8) (DRAG LOAD Adli Y2"APA RATED SHTG BOTH @ „ S,� SO @ O .:.:.; ..:. .,....:•rr.:,,:....,..::.:.• E 7 O. STRAP ENDS OF BEAM PER DETAIL 12157.0 ( LOAD) SHEAR WALL 1�- 7 OC (EMBED D •>:: ;: €,»3333:: �< < > ><:::-> <�::>;.. SIDES W/8d NAILS @ 2" OC t ) 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 27 SIMPSON AC6 :::<f-::,�':::::::::::::::::r•�r:rr::r::::::::::•::::: � z_ EDGES& 12" OC FIELD 16d @ 2" OC TO PLATE BELOW 14 SIMPSON ECCQ5-6 11 2x8 @16" O.C. 24 4 x 10 V 3 Igh■ /4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 O O BEARING WALL J END (EMBED 12" INTO FTG) HEADER W/(4) D - OR HEA SDS 2 x 6 16 O.C. 6 x 12 lippr Ct --I SSW12 x 7 t N/A ( ) @ @ 25 EXTEND WALL SHT G THROUGH PERPENDICULAR o 0 N/A Y4 x 3/2 SCREWS. SEE 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED " w D NOTE 5 O 13 14 FLOOR TRUSSES (-) 3 Y8 x 12 GL (DROP BM) NON-BEARING WALL Adtk 1" 0 SIMPSON SSWAB HS @ EA O BY OTHERS ATTACH TO TOP PLATE NN ROOF TRUSSES 1.L lir SSW15 x 7 END (EMBED 14 INTO FTG) N/A OR HEADER W/(6) SDS 14 BY OTHERS Q N/A 1 „ 1 /4 x 3/2 SCREWS. SEE w NOTE 5. © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE (n CID END (EMBED 14" INTO FTG) / 12 D lir SSW21 x 7 N/A OR HEADER W ( ) S S N/A Y4"x 3Y2 SCREWS. SEE NOTE 5 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE ,_ Npir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS N/A Y4"x 3Y2 SCREWS. SEE i NOTE 5. NOTES: {. N - 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. ® 25 • ':•° o 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. ° t ) t` N 25 41:UV) cy•OF r o 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6 O.C.AND NAILING 0 .- ADJ OINING WALL SHT'G ARE TO BE STAGGERED. 4 6 6 4 �••� 7j8, 4 6 Cl) 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 57.0 S7.0 S7,0 57.0 � •� ... ..; �, VERIFY SPACING OF ANCHOR BOLTS. B © S7.0 O Q 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. a° 0 0 3 8 0 0 '..1 Q 0 0 _ .. .... .:..............:........:..:...... .................... ....3.......3....3..3 ...3.....3....3.......3:.:_.:.:..:.::.:::.:. .. :::::::::::::.,:::;::::::::::. - ..:::::::::::::::;::::.:. :.:::: .;::::::::::.:::::::::::.::::;:: ;: :.;.:. :::.:.:. ...r . ..33......3.3.:.............:... . . ................ .... . ....... . : ......... ...................... . 3...33..3 ....... ...... ......... t b y, 6 t� k�,, . ....3...3......3, .:..r:........... . b� �'. � �. � .......... .. .:.r............................ ......................... � ...................:...... .......r... .....:............:... ..3....3.....3.......3....... ......... ................ ,. .... o ............................ ..............:...•..•.;.....:::•:•:::::,;;;::.......r:::::?r:: � •:•3333•:?.:••:::�•:: 'R:. ............................................. 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EA HOLDDOWN BOLT , •` _1 ,.. ..0 t ) @ 333 :. : 0.. ... ::.333 ::. :-::. . .......... ........:......:. ..r., O : MP3333 ................-...... 3333 3333 . .. THREADED ROD W/ ' SIMPSON SSTBL28 ANCHOR 0 0 / 33,33; : , . . , • • • • • , . . • , . .. , .. . . , t s :: ••,„,•,...•.: STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) '`< :::;::......::. . . V- :::r:::: t!� OREGON .Z► „ „ PROVIDE (2)#4 DOWELS 21 J ... ��Y 1g�� Q' 3.3.3 3. 111....i O O ® 15 ! .Ak EMBED 24/ INTO FOUNDATION/8 AT INTERIOR W/STANDARD HOOK IMP N HD 8 SHEARWALL. SCREW STRAP TO 3 2x STUDS W/S SO Q O EA HOLDDOWN BOLT 21 �� %>I N . wi, , 0 J N O (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHTG TO no O 16 EACH 2x PER DETAIL 5/56.0&SHEARWALL O 16 Cli Q 0 ' _ EXPIRES:12-31-2011 SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED - - TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. ® 44) 18 O / (r) . ... ... . , .,...... •_..; „.. ,.„ . , . 0 : \....AL SIMPSON SSTBL28 ANCHOR EMBED 2d�s" INTO PROVIDE (2)#4 DOWELS «; " v = w �' , lir HD 8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK E . . ' € ¢ U 3 SIMPSON Q ?: € � 3 O : E Yi ¢ 20 SDS Y4 x 3 SCREWS. EA HOLDDOWN BOLT >< ® ® © E> w� _. ¢ I o U. 1 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS w :..., :... O I::::::..:::.. ::. z O w z z I w EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ;r,, © is 0 0 4 @ Q v di WASHER&MASH THREADS ABOVE & BELOW NUTS. EA HOLDDOWN BOLT OP:.EN. �3N -� w �3 ';0 w _ v� @ O I a -EN w 0 LL U J ¢ ^ SIMPSON HDU14 „ :: _ m 0 ¢ TYP, UNO A/ 0 m z I -� 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. z ' s i ti"� ^^... SECURE HOLDDOWN TO 6x6 DF LPOST W/ _ SECU , - J J ^ 1 W / x SCREWS.(36) SDS SC r Y 2/ t ) 4 2 J O v O J CO ::: 3.3.3 ........ . 333;3. m 1 PROVIDE (2)#4 DOWELS s ;< ^~^"" ?.� .. 1/ DIA THREADED ROD W/STD WASHER t ) W/STANDARD HOOK yr :.... EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF E cy: W/(4) 16d f _ = O 4 o WAD /O 16d "' -a AL WASHER& MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT 6 0 0 € 0 4 .,..... k ® - TOENAILS NAILS m SIMPSON HD19 21 N N ,� <`€ 57.0 TOE NAILS ® € 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. E €€ O EA END .. :>:: : : I EA END SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1 DIA ::::> I 3 i A307 BOLTS. <• €;3333 ::>,: ::: 3333 `% ; 3333; f€>€'�Q 1 € ::.........:: 3 o (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO © 20 ' 3 I zo z ..= 7or 1::„: AL. . ... ! ilk .„,, 3333:: 3333 SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 333.3- VI 6 ` I -e L `;€ I E 0 o BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE ~r 4 !. ilAgr I-- 0 Ot O O 6 - O,, E E a 3333:. (J�E � 6 a) AIL (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO S7 0 `' ,.� Mr:3:3:3::::: ° 57.0 '' o c� �. co 4 :•>>: •iii:::::>:::::-:::::::,::i : :>::>: El? - T DBL. T DS <::.: 4 :::>::i:<.;ii:.::.::::::::: � :::>>:<:::::>::>:<:»>:<: � - ,:.; :;: ...��:::::.:::.:::.:::.:.::��s �►�:.. :.�:..:::..r<.::.�� >;.<.irr SIMPSON MST60 (24) 16d NAILS @BOTTOM IN O S U BM/HDR BELOW PER 11/57.0 :..: ■�,��:.::.::::.:.:::,..,,,,..�,��. �.:.:::.::.:::,:::::::::�.� A. 0 ■ , 0 o BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE 57.0 O O = 18 18 O 0 57.0 0 3 0 0: '::. 3333: 1 1 E 17 16d NAILS TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO � , �"°' . ............. .......................... ... ... ....-.. .................................: '>7 ...:. �. >;::=c:::.;.::::.;`..nS; )11:::::::,:::::: :::::::::::::::::::::::,..c.: ,� v 1.. . .. . ..... I i � 2 SIMPSON •:rr•:r:?r•r: .::::.: .i ,.:.:::::::::.::.::::::::::::::::::::.:::.:.:.. .::::::::.::r.r::: ► ::r::.::::::...:.............:...............t,.......: ►� .�� �,.... . . . .......,�, § Ak ........ . ....... O 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/57.0 0::::1:V.:::::.:ti, ,t,:..::.: ..:.....:.:::. ........ ..... .. ............:.......r..,�,.......,.�r:r?..::(► - - - - - - ■�� 0 - - - - - - , i c,-, u) 8 MST48 EA END © © f i' Q Q Q - POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 1 0 Q 0 „' © 1 , CD Ner O ., o z (2) SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO /01.1- - _ - - - - A w oe Q"I- 1.., 1 . w T60 EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 Q MS v - O v - U 9 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE v :;€:.>E<«._»"`' ' • ,' -Q 30 30 30 co (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO S7.2 © 06..1 w AIL (2) SIMPSON ® ® PP o- INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 OPP „ „ ,; 0 € 3 10 CMST12x96" EA END .. A, :■:: UM i o w OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 1� j+ i� z cL U NOTES: : 3 TOGETHER W/ 16D NAILS 6" FULL HEIGHT(TYPICAL). O O rn 1. DOUBLE STUDS SHALL BE LAMINATED TOG @ ( ) 0 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. 6 w u' SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y MIN. U S7.0 U a,_ 3.ALL LL16dNAILSS C ( 4 ) UNIT AM NITC UNIT B NITC NITA E 4. 1F HOLDOWN STRAP OCCURS BEAM OR HEADER BELOW, PROVIDE SAME STRAP EACH END OF i ° @ = BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. LOT 74 LOT 75 LOT 76 LOT 77 LOT 78 1 i a 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. a) 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. SHEET NO. U 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z w U a A SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN 54 0 CL S4 SCALE: 1/4" = 11-0" ct o JOB N0. __ CEN-090 0 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE SHEAR WALL SCHEDULE jI SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2) 2 x 8 15 5Y2 x 14 PSL (FLUSH BM) OA 4 x 4 (2) 2 x 6 TRIMMER (2) 2 x 6 TRIMMER� o o H M 1 �• 1 �� �� 4 x 6 O (1) 2 x 6 KING 0 6 x 6 KING 02 SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4 0 x 4Y2 @ 12 O.C. ® Z w 10 1 1 2 (2) 2 x Oi 5/ x 10/ GL DROP BM SILL PLATE: @ CONC. O $ 2 ( BM) ® 6 x 6 < SHEAR WALL INFORMATION RIM JOIST COMMENTS 3 SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST ® (2) 2 x 4 TRIMMER (2)2 x 4 TRIMMER O O I �, JOIST OR BLK'G CONDITION 4 x 6 p 6 x 6 DF#1 O (1) 2 x 4 KING (3) 2 x 4 KING @ ® SIMPSON ACE4 ® 1 O. POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 ® 4 x 8 17 r3- 0 %"APA RATED SHT'G ONE /2 x 10 AB's @ SIMPSON LTP4 @ ® (2) 2 x 4 ® (3) 2 x 4 ( ) A 39" OC EMBED 7" �, ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 1 13/4 x 14 TS/LSL(FLUSH O 1 2 x 6 TRIMMER 1r CO I lir- SIDE WI 8d NAILS @ 6 OC ( ) 24 OC RIM JOIST SEE NOTE 1, 2 ® 3/8 x 9 GL 18 BM) ® (2) 2 x 6 (3) 2 x 6 KING v (1) 2 x 6 TRIMMER DE i - EDGES & 12" OC FIELD 16d @ 6" OC TO PLATE BELOW ® SIMPSON LGT3 2 SIMPSON ABA66 W/WEDGE ALL F ( ) O Z = I ® O (2) 2x6KING 6 - � ® 3 x GL 1 1 (1) 2 P Y"APA RATED SHT'G ONE Y2 x 10 AB s @ SIMPSON LTP4 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O Y2 19 5/8 x 16/2 GL(FLUSH BM) L ( ) - cc B 12" OC EMBED 7" @ O NDITI NS SHALL BE PRESSURE TREATED LUMBER 1 - ® 3 2 x 6 0 6 x 6 KING G (EMBED ) 16" OC RIM JOIST SEE NOTE CO 0 _ O lir SIDE W/8d NAILS @ 4" OC 2, 23 W/8d NAILS @ 2/2 O.C. EDGES, 12" O.C. FIELD. 1 O ® 5 x 12 GL (DROP BM) 20 x 15 GL 24 V8 EDGES & 12" OC FIELD 16d @ 4" OC TO PLATE BELOW DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O /$ G ( ) O 5Y8 G ( ) 1 MIN & NAILS SHALL BE STAGGERED 1 © Y"APA RATED SHT'G ONE /2 x 12"AB's @ SIMPSON LTP4 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD 3/2 x 14 TS/LSL FLUSH GIRDER TRUSSES 0 I- z SIDE 2" 12" OC (EMBED 7" @ SEE NOTE 1 2, 3, 4 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) ( 21 BY OTHERS 1.I_ SIDE W/8d NAILS 2 OC ( ) 9 OC RIM JOIST S O g HEADER SHALL EXTEND OVER SHEARWALLS ) 12" @ O 24 6" 12" O.C. IELD J WI 8d NAILS 6 O.C. EDGES, 0 C L.L EDGES& 12 OC FIELD 16d 3" OC TO PLATE BELOW @ @ 2 2 x 4 2 x 8 LEDGER 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS ® ( ) 22 WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED D %"APA RATED SHT'G BOTH Y2"x 12"AB's @ SIMPSON LTP4 @ 25 O r- 12" OC EMBED 7" 11 ALIGN FLOOR JOIST WITH SHEARWALL @ 12 O.C. FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT w SEE SE O lir- SIDES W/8d NAILS @ 4" OC (EMBED 8" OC RIM JOIST O g (2) 2 x 12 OF ADJACENT UNITS ® N EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 12 SIMPSON HUC46 NAILING) SIMPSON LTT19 W5/8" 0 x 6" LAG SCREWS O 23 OTHERS GOOD FOR a n/ W 1 „ O (MAX( ) 26 PER DETAIL 371S7.2 O 380 PLF WIND HOEDOWN LOCATION I..L, 0 Y"APA RATED SHT'G BOTH /2, x 12 AB's @ SIMPSON LTP4 @ O 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5Y8 x 22%2 GL (24-V8) (DRAG LOAD) O ::;::;::<::<:::<:>::<:::<::><:<>%«:>:>::'<`:::<«<«: SHEAR WALL 06 Z 7 OC (EMBED 7 ) 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 2 SIMPSON AC6 ••<:-���-����•:�•�r.r�•���••�•••••••• lir SIDESW/8d NAILS @2 OC 0 EDGES & 12" OC FIELD 16d @ 2" OC TO PLATE BELOW 14 SIMPSON ECCQ5-6 f 11 2x8 @16 O.C. 24 4 ilk 3 �� 28 SIMPSON LBV1.81/14 J /4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 15 SIMPSON HUC414 O BEARING WALL J -I 12" INTO FTG) OR HEADER W/(4) SDS @ 2 x 6 16" O.C. 25 6 x 12 + Q , lir END (EMBED 12 0 ) O @ <N/A SSW12 x 7 PERPENDICULAR O O EXTEND WALL SHT G THROUGH PERPEN CU Y4"x 3Y2 SCREWS. SEE 16 N/A O INFILL WALL AS NEEDED �� _ _ _ W WALL PER DETAIL 16/S7.1 29 W 4 FL R TR SSES O 1 00 U NON-BEARING WALL . co NOTE 5 @ BY OTHERS (-_-) 3Y8 x 12 GL (DROP BM) 1" 0 SIMPSON SSWAB HS @ EA T L ATTACH TO TOP PLATE ROOF TRUSSES © END (EMBED 14" INTO FTG) N/A OR HEADER W/ 6 SDS 14 SSW15 x 7 (6) O , lir BY OTHERS N/A Y4 x 3Y2 SCREWS. SEE w NOTE 5. = D 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE CO © lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS N/A Y4"x 3Y2 SCREWS. SEE NOTE 5 .4ka. 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS N/A Y4"x 3Y2 SCREWS. SEE NOTE 5. NOTES: •mil R 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. o 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. ® U `�' 3- FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" 0.C- AND NAILING OF 18 �--� `` O °• ADJOINING WALL SHT'G ARE TO BE STAGGERED- 18 18 18 18 4. PROVIDE 2 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. S7.1 ® la, �"� VERIFY SPACING OF ANCHOR BOLTS. O Q Q Q Q r A A Q o 0 �., a t PROVIDE (2)#4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT. © " � E II 5. PRO @ c ) p _D D _�,0_ ir _ O*Tatla O D 4� � � o Ct ® -1 0 © © ') • ©' © © © K © O © O O o � � 0 0 0 - M •v v v � rn Q �� S • HOLDOWNSCHEDULE TYP, UNO TYP, UNO f: . M •19 ;;� 0 II I: ' HOLDOWN ATTACHMENT COMMENTS S7.1 ilk 1: I: :: I; I: :: il lc, ir y; O :• • . W_..Y_ . . 32 f !: S�RU TURA� NOT REQUIRED NA NA ' f I. ✓ .: r 32 ::.. 57.2 PRO,cps S7.2 C77,77:•' AL INTO PROVIDE#4 DOWELS SIMPSON SSTB24 ANCHOR EMBED 20/ 0 TYP UNO :: TYP, UNO 12.320 9 lir- SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK ' --- r \„, f . • : ,Y. (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT I :: ,,,:: ..:.::.:>: :.::.::,........................................,......... , .. ham__-"_ TYP, UNO t SIMPSON SSTBL28 ANCHOR (7/8" 0 THREADED ROD W/ 0 ',• i „ •+ STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) j_.� lP� OREGON ,,� Z PROVIDE (2)#4 DOWELS . = ! :` (�y 15,�g� ��' EMBED 24/8 INTO FOUNDATION/8 AT INTERIOR W/STANDARD HOOK ! .+ ® �..',::1 ::. , , SHEARWALL. SCREW STRAP TO 3 2x STUDS W/ / ° Alk lir SIMPSON HDQB S O J. EN EA HOLDDOWN L D D 0 WN BOLT . �.�.�T..T.._. ,L_w-. _.-_� '' .� � N "C� (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO r ::, „ EACH 2x PER DETAIL 5/S6.0&SHEARWALL . .- � ..._.-... m� EXPIR,.. ESt�.......,... ..... r „:-� R St 1 - 1-2011 SCHEDULE. (3)2x SHALL BE FULL HEIGHT& SECURED _.�,.:- .�._ . is :::::::::::::,::::.::::,.;::„.„.;:;:.::,.:::.::.:,:::::..1 n TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. 17 1:'SIMPSON SSTBL28 ANCHOR EMBED 247/8 INTO PROVIDE 2 #4 DOWELS U = mmj f ¢ o Adik lir SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN,W/ W/STANDARD HOOK I - ! EA HOLDDOWN BO LT A • SCREWS. .. cI D x3SC S (20) SDS Y4 @ 1" DIA THREADED ROD W/STD WASHER PROVIDE (2)#4 DOWELS 1 �- 3 z z @ c ) , ' OPTIONAL w OPTIONAL EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK . _ r••• ! - - w 0 WASHER&MASH THREADS ABOVE & BELOW NUTS. EA HOLDDOWN BOLT .: r;;:: SIMPSON HDU14 :::. : ; : 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. 1 I . ; TYP @ OVER %:<:• SECURE HOLDDOWN TO 6x6, DF-LPOST W/ 1.••••••••••• _.__._�_ 1 N :: �/ FRAMING 1 TYP @OVER / _____.__.. 11 : (36) SDS Y x 2/ SCREWS. E _.__�.�_ � a "0 c ) 4 2 �. _ 3 3 7 1€> FRAMING t.._..... ,- .�... _ 3 3 3 ill 1 3 i PROVIDE (2)#4 DOWELS >; t S7.0 3 N 1Ys DIA THREADED ROD W/STD WASHER @ 7 0 TD N T EACH SIDE OF W/STANDARD HOOK Q :r:: 32 €� 1 EMBEDDED END. PROVIDE 1 S U � c ) ::::. S7.0 � � 32 :„/ � �-.w:�:y.:::�:.�...�::::�N m:�:.:::::::. ..-.,..... ,/ 1 Q WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT 0 S7.2 , 19 CO lir , 1 SIMPSON .... .... .... ..... .. MIN EMBEDMENT INTO FTG BELOW STEM WALL. p SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA 19 r> A307 BOLTS. >>'<gi 32 O TYP @OVER O Q . FRAMING 1 0 S7.1 3 3 'zz z o (17)- 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO " S7.2 1 3 32 ! 1 �_Adk SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 <€> °-- 6 >t S7.2 - O o BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE 57.0 I v 4IN o 0 ":,:, • :::::::: , ::::.,„ ,E :.: ::.:..: 3 3 Y^' (24)- 16d NAILS TOP INTO DBE. STUDS & WRAP AND NAIL STRAP TO `' e e 0 0 , , w Ht 0 F>•:::fi::�:iff f . :;i: ::iii . i : ::i:::j;i::::::::::::::::::i:i::ii iiii:;i i��. �±.::f:::::'.::::::::::iiiiiii:4iF•:i•i , ,.., SIMPSON MST60 (24)- 16d NAILS @BOTTOM INTO DBE. STUDS BMIHDR BELOW PER 11/S7.0 _ _ _ _� !: f»<:.•>:•»:•>><•>::<•«:'->:�: _•»>.:>:>:;<•>'.>:•»: >::•>:.: : © 0 ® •© © ©a © © . ,:ii,,,,,,,,:„...,„,,,„::::::::::„ _ _ = 3■ © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE / � ©� �, ', � � � 0 f �� >il NT o® ,, ;::: • :::.. :. ::.L.........:...................................... f 's:iiiiiiiii'ri::i::iYi::is{:i:'tii•::iii:i::i::::X:: ?.. T FOR EA STRAP INTO P T .............................. :.;.:.::..,:::::::::.:.:.....:..:::. ......................:..:.. ,.......... .. .,..........................:............... . 7 16d NAILS TOP AND BO 0 WRAP AND NAIL STRAP 0 4;f{ � .::i �.. f�:::?•::iii:::::::ii::}::is ii:,•. �� �.... ............:...............:...... ..... ..... .... 2 SIMPSON O OPPOSITE SIDES 0 F 0 18 �z :::><:: ::<::::>1,::::.:.:::::..::::..:.::.:.:::.::.:.�, :::.::::::::.,.::................. = 6x6 POST. STAGGER STRAPS ON OPPOS BM/HDR BELOW PER 11/S7. ::.;." , _' '.,;<•;:•::.;.,..: ! 18 ! - cr) 8 MST48 EA END ON FLOOR CAVITY APPLICABLE _� POST AND CENTER STRAPS 0 & 12/S7.0 IF A C S7.1 I - I > O S7.1 O rn 2 1 O (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO © © O 19 (2) SIMPSON z ( ) INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 w � ::::...: :::: S7.1 MST60 EA END :. U OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE w a (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO . • Cl_ (2) SIMPSON 18 18 3 INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 , •: •••• ••••::::.�, a o 10 CMST12 x 96" EA END S7.1 z w OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE S7.1 Mr I A'. 0 v NOTES: 0 0 3 ! O 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). 18 ; co 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. ` S7.1 w a) 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. UNIT AIVI UNITC UNITB UNIT UNIT 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 19 , ! o o 3 7 LOT 76 1 LOT 77 LOT 7S LOT 74 LOT 5 517 = BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. 1 a 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. SHEET NO. a 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION- U 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z w U cii U N A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN S5 Cl_ S5 SCALE: 1/4" = 1'-0" JOB NO. CEN-090 , NOTE:ALL HOLES, CRACKS - BUTYL TAPE AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A N. AND DEPRESSIONS TO BE i, / FILLED WITH MORTAR FOR CONTINUOUS EPDM OR FOAMED Z u o SMOOTH CLEAN SURFACE. CONTINUOUS EPDM OR FOAMED FILLED WITH MORTAR FOR o SMOOTH CLEAN SURFACE POLYETHYLENE SILL SEALER SMOOTH CLEAN SURFACE. ill a POLYETHYLENE SILL SEALER BUTYL TAPE /►-. J HENRY'S#789 FIBRATED 1 HENRYS#789 FIBRATED VAPOR BARRIER �'z HENRYS#789 FIBRATED ASPHALT EMULSION CAN BE I 3 O 0 / /ASPHALT EMULSION CAN BE / / - o u ASPHALT EMULSION CAN BE VAPOR BARRIER / /. ► LINEWORK REVISION TO N _ APPLIED WITH A ROLLER F APPLIED WITH A ROLLER w APPLIED WITH A ROLLER, SEE C1/WP-3.01 'd' 0 z INATE WITH C1 WP 3.01 COORD t— BRUSH OR SPRAY APPLIED III _ o u BRUSH OR SPRAY APPLIED ' — v - i ► N USH O SPRAY PPLIED 0 �SEE C1/WP-3.01 BR R A CONTINUOUS EPDM OR FOAMED / L� <„ p W i I �I o O� oc P POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY - JO 1- w - 1�,+� OPTIONAL TO EXTEND / Q g iii PER STRUCT I 24. GA PRE-FINISHED METAL FLASHING o ,�,� u 16e-4tiV ® Q O aC INSULATION 2 HORIZONTALLY NO VEGETATION OR EARTH UNDER FLOOR SLAB ' --....417, -- � 2x BELLY BAND cc � � - N i d' oC w BUTYL TAPE jAL4, ABOVE FINISH GRADE LINE 4ØU / w J ,a .o F- W / _' 2-3 GAL/100 SQFT HENRYS#789 SUB GRADE - ; = C ;; ; ;;Raa;J VAPOR BARRIER PER GEOTECH 4 •/ WHERE FG IS ABOVE FLOOR LINE j E 0 FROM 5 MIN FOR 10'-0" ~ - /o .t . t J "' - � AY FINISH GRADE SLOPE AWAY - ♦ 0 2 GA L/100 SQFT HENRYS#789 :::::._:.� -,. FROM 5/a MIN FOR 10'-0" 3 G L/ # ♦ k 1 . 4. . F �i:ri:i::...........:i::.::.ii::� : :� � -':: FIBRATED ASPHALT EMULSION ♦/ h, A • Y 44 WHERE FG IS ABOVE FLOOR LINE �� -� �♦� ,. `. ; k - J ti � .. 2 3 GA 100 SQFT HENRYS#789 / L/ Q ASPHALT EMULSION• FIBRATED LINEWORK REVISION TO ��4 , . /\�\/ ►�� ~~. ANCHORS PER STRUCTURAL /� WHERE FG IS ABOVE FLOOR LINE COORDINATE WITH Cl WP 3.01 ..` _–a ♦/ ;., /\\/\ ANCHORS PER ■4 \Y\\ \, \\/\\/\\ \\/\ - co CLOSED STORM DRAIN BY CIVIL STRUCTURAL ♦� // ��I ANCHORS PER STRUCTURAL FOOTING DESIGN AND - �� \ \\/\ \/\ \/\/\/\. . :: , ♦�. OW SUPPORT BY OTHERS ♦/.: : \ \ . ■ CLOSED STORM DRAIN BY CIVIL r_ o •o FILTER FABRIC OR SOCKED ,�� -,./ \ �\ ,\ '' � ,` h ; \\ \ \ \ \ \ FOOTING DESIGN AND ♦ NOTE: IF FOUNDATION IS ;�� �� • PERFORATED DRAINAGE TILE IN \ \ \ \ \ - ' �. "SOCKED" FILTER FABRIC OR SOCKED POURED IN TWO POURS A GRANULATED BACKFILL BY CIVIL ,',> `. t ♦ LE IN • ��� �� � ` _. .. , . PERFORATED DRAINAGE TI WATERSTOP MUST BE USED \\ \ \ \ \ \ ,. . 6 FOOTING DESIGN AND BACKFILL BY CIVIL �J k� � �. \� \\ \\ \\ \\ . � . : .. . � . �, �. GRANULATED BA t~, SUPPORT BY OTHERS � ►♦, 000 _ l� • \ I' it'' o � 7 NOTE: IF FOUNDATION IS ' O 1111 0•tv O POURED IN TWO POURS A • I• • •. iw f I � o WATERSTOP MUST BE USED :'} • - 4 . •01;o O NOTE: IF FOUNDATION IS W • POURED IN TWO POURS A ( -;..\S PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION ENTRY E ED WATERSTOP MUST B USED WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: /A1 PERIMETER FOUNDATION tP-1.00 SCALE: 1-1/2"=1'-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 SCALE: 1-112"=1'-0" ARCH REF: WP-1.00 SCALE: 1-112"=l'-0" ARCH REF: WP-1.00 SCALE: 1-112"=1'-0" ARCH REF: \WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: CU 111 (if) O (1) W W Q • if.t 2 ' 0!'' '' O V � ce _ r M -,2 W Z = W as cm o 2 s _c u)U .� r- OO) c: cs } 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 20 10.P33940 D CS SHEET NAME: FOUNDATION WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL C1 DETAIL WP-1.00 SCALE: 1-112"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: V\IP 1 ■00 TERI• 3 COMPONENTS AND 16"OSB EXTERIOR SHEATHING SPF TRIM; INSULATION PER ARCH FULLY PRIME ALL END CUTS ♦�::: 3" EL DORADO CORRUGATED PLASTIC VAPOR RETARDER s IN FIELD; BARK SIDE OUT(TRIM SIZE IS ♦I.....:.-.;.:::�: BATTENS AT 16"O.C.ATTACHED W/ ♦! PER CODE - SHOWN EXAGGERATED TO INDICATE NAILS PER MANUFACTURER z CORRECT RELATIONSHIPS TO �♦ REQUIREMENTS `0.4.: z ...................... REQUIREMENTS AT 12"O.C.AND 1" �- FRAMING BATTENS AND SIDING �•:::::':•:•:•'•�•'••�:���':'.::�::'�.'.'. � i FROM EACH END OF EACH PIECE ♦ DO NOT ATTACH _ RO J MATERIALS) ♦ :-:- ` � ♦ TO SHEATHING . z 12 ♦♦:��::::: :::::::: :: ::::::::::: ::: ONLY a �'/. o ....... .......... r N 1 ♦♦ •••••••••••••• ':::• PANEL FASTENING � � w d- 612 z. �� ��-� � WEATHER RESISTIVE BARRIER: o u...... . .... d'•::::: ::::::::: ::::::�•::::::::::::::::::::�.' SHALL PENETRATE . - T •d N 514 x 4 SPF RIM, FULLY �.:: :�•• ::.:�. d•............................................ . � �- - -•- -•-•-• - NOTE. ♦! •tt::::::•:::::::::::::::::.•: ::..y:: INTO STUDS t V.::' . WEATHERMATE PLUS c, o0 0 0\ PRIMED ALL END CUTS IN d :.�: ��� � � � . .. . . ........... _.f.-.-.-.-.-.-.-. .-. TRIM BATTENS NOT : :�!: H U EWRAPBYDOW 1:j w t• 1, ♦• STRUCTURAL RAL z FIELD STRUC ............................... ................................ ..... 1, u r.i 1 iwA m r■■-mm w.a rq rq e................................ ...... .SHOWN FOR CLARITY :d .. ® �.,a d f Z ............................................... .................................................. gyp...:.:.::.: - „� P BLOCKING OR cc T T T PROVIDE SOLID BLOCKING OR W ................................................... td. w �c d uw ................................................... .................................................. ....... ....... . VERT. BATTEN ................................................... �,..•:::•::::::::::::................:::�:.:�: .. ... .. •.... � ................................................. t �::::::::: ....: .:. STRAPPING BATTEN TYP. �,P::. :::::::::::::::............ PROVIDE CONT 20 GA x 3" G90 GALV o :td• w N u ................................................... • .d e':::.:.::............�::: ..""' TAPE ALL SEAMS W/WEATHERMATE STRAP FASTENED TO STUDS W/(2) >- d R o W BLOCKING O � - X u AIL FASTEN N Q TAPE BY DOW RI HANK NAILS S CONSTRUCTION N O .09 RING S t• N U O / CO S N ••P F- NE .... 3 E THER RESISTIVE FIBER CEMENT PA L ... .. . .... W A .� d ........... ......... . .......... 0 STRAPPING SHALL c� i S RA ............................ t• .......... .. . .... . ........ - L STRA PW/ET& F •t - siloDoiNxGi-r.50.,xm.E21-5A„ z BA RIER . ...... ........... . .R ALLED ... .......... ... „BE IN T -vi•- • d S 0 -.o 0 INSTALL SIDING W/NAIL .. .‘‘ J o: HD ES 4144 4 0C i HORZ. BATTENS HOLD , WHERE REQUIRED UIRED ... ........ PACE T WOOD TRIM Q S O 00 1 0 m :J • � o 0 EXTERI R HEATHIN O S G OF BACK FROM EDGE N .../ BY IDI G 2 S 0 _ •:. ........... ............. . .. ................ ............ ... . • ................ .......... ... . ...................... ........ .. .. ...................... ..... ... . VERT. BATTEN EACH END .t III .......................... BF G 0 d d- TERN PRIO R HORIZ ONTAL BATTEN AT PAT .......... .. ............................ ... ............ .......................... .t . i A _ 0 f d• .......... o NEL ED E H RIZO NTAL PA G SIDING � O•REINFORCE CORNER W/(2) ':i.::::rA1040 �I/II///Ii ►\\\\v��� .t t• Q. TO S G t d .......... SOLID FRAMING. •�''� LOCATE OVER•INSTALLATION LO A 24 PIECE OF WEATHER •d t INS . .t r 0 e • f o RESISTIVE BARRIER f WHETHER FIBER CEMENT PANEL •t HARDIE FI C JAMES H . S � IN � � INDICATED „ d• •d o :::PWO I E A :::z.:: ,wi4A.0 11` ., t• PANEL 6 O .C.AT EDGES FASTEN PA f- WEATHER RESISTIVE BARRIER: , 0 S OR „ DETAILS O „ ... ...... .. „ 2 HANK / •d 8 OC IN FIELD W/.09 S t- WEATHERMATE PLUS H OUSEWRAP B WEATHER RESISTIVE BARRIER; LAP , .. FASTENED \VAII NAILS FAS 12" BY DOW SUPPLEMENTAL . .225 HD RINGS SHANK S E AROUND CORNER 12 EACH SIDE OU S ,.... _ INTO STUDS&PER REQUIREMENTS OF INSTALLATION , N o SECTIO - 05&SEC LEGACY REPORT NER 4 INSTRUCTIONS ..... ES LE A FRAMING ....... _ 1405.17.1 IN 2003 INTERNATIONAL CONTAINED IN FIBER CEMENT PANEL BUILDING CODE NOTE: TECHNICAL . ::::=TINB S SHALL �� � � ��� : �• '•� 2" NOTE:TYPICAL TRIM MATERIALS FASTEN PER MANUFACTURERS ' ALTERNATIVE DETAIL NOT .......... ..... NOTE:A REVISED TO INDICATE 514 NOMINAL INSTRUCTIONS W/PLASTIC CAP ROVED IN SUPPORTED BY INSTALLATION THICKNESS MATERIAL PER PULTE NAILS @ 16"O.C.EACH WAY. G BY THE INSTRUCTIONS HZ-10(APRIL 2009)OR 4 UILDING NOTE: NER-4 05(APRIL 4,2004)MUST BE 3 A OFFICIAL OR THE SEE A2NVP-300 FOR WEATHER APPROVED IN WRITING BY LOCAL ARCHITECT PRIOR RESISTIVE BARRIER INS TALLATION T IN TALLATION BUILDING OFFICIAL O S A4 OUTSIDE CORNER @ PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION A FIBS' CEM 1 PA L BUI I UP ( 0) WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: N.T.S. ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: EXTERIOR SHEATHING \ EXTERIOR SHEATHING fili WEATHER RESISTIVE BARRIER \ _ WEATHER RESISTIVE •AtAtSAii T tAititi LAPPED 0/HEAD FLASHING • \ j1110 BARRIER; LAP O/METAL I , I I 1 I il 11 1 1 1 ili Mo..._.:1',.1::::i / EXTERIOR SHEATHING THRU-WALL FLASHING � VERT. BATTEN , • NI1 BATTEN BEYOND "iii VERT. A .WEATHER RESISTIVE BARRIER; . . . 24 GA. PRE-FINISHED G-90 GALV. LAP 0/VENT FLANGE • / Ib�•�/ BLOCG AANEDGES FIBER CEMEN T PANEL -4. FIBER CEMENT PANEL I -�-ASA__ , T PANEL ON VERT. / �� FIBER CEMEN //��///-///-///-/��� A MO.:. SEAL W.R.B. TO METAL FLASHING I / BATTENS PROVIDE HORIZONTAL 11111%0 ' W NON-SKINNING BUTYL HORZ. BATTENS @PANEL ENDS BATTEN PANEL EDGES 1 1 PER DETAIL A1NVP 3.00 - milLIF •Avssim 1 • U 0 . .. 110 F A III IBER CEMENT PANEL HORZ. BATTENS PANEL ',WM/ ungo A ::i @ I • BLOCKING AT PANEL EDGES T t 1 . 1 ENDS PER DETAIL A1/WP-3.00 HORZ. BATTENS PANEL ENDS Ana EXTERIOR SHEATHING•co PER DETAIL A1NVP 3.00 NOTE: -- / _ ( 3 / REINFORCE CORNER W/(2) / 24 GA. PRE FINISHED METAL BRACKET FLASHING. / A _ � i 24 GA FLASHING OVER 24" PIECE OF WEATHER /,....i_ SEE DETAIL A2 NVP 3.0 O FOR SECURE WITH A MIN.4 PANCAKE HEAD SCREWS. K ,. l� , E BARRIER 1 BELLY BAND RESISTIVE BARRIER WEATHER RESISTIVE � WEA . 1 - EXTEND PAST FACE OF CLADDING � FLANGE SHALL EXT N � LAP DETAILS 1 _ lir TO ALLOW ATTACHMENT OF SHROUD AFTER WEATHER RESISTIVE 5/4 X6 SPI PRE PRIMED BELLY BAND 'A . / pi, - BARRIER LAP CORNER 12" CLADDING IS INSTALLED i . i BACK PRIME ALL CUT EDGES INSTALL J NO DATE ISSUE HOSE BIB i I I BARK SIDE OUT FASTEN W/(2) 16d GALV .= EACH SIDE i - i I VENT SHROUD, 24 GA. PRE-FINISHED _ A I SET TO FLUSH i I _ NAILS EACH STUD; SE O I METAL. SECURE WITH CLOSE ENDED i C CEDAR BLOCK, ALL 6 SIDES, &SET IN i• SEAL AND PAINT 1 07.27.10 FOR BID - POP R T ,C S INSTALL SIDING W/NAIL SPACE IN L S G NON-SKINNING BUTYL - _ I plug 9„ S TO WOOD TRIM 3 I I 3 INSTALL SIDING IN MODERATE t' 1 PART POLYURETHANE A 08.13.10 FOR PERMIT INSTALL SIDING W/TAMLYN _ • IA CONTACT WITH VENT HOUSING �: SEALANT(TYP) I SAD 7 J MOLD IN MODERATE . 09.23.10 REVISION T IT W•OD TRI 18x18 PIECE OF 30 MIL EPDM TARGET ' 4611 SPF TRIM FULLY PRIME ALL END 3 „ CO T IF 4 FOR CUTS IN FIELD;ATTACH W/16d HOT FLASHING; CUT HOLE F , , BACK AT CUT HEM QUICK FLASH P-50, LAP WRB OVER PENETRATION &NAIL TO SUBSTRATE JOINT TO ENSURE IFF 004'..:. DIPPED GA.V. FINISH NAILS @ 16 O.C. 110° I i TOP, LAP BOTTOM FLANGE OVER I FLASH AS DETAILED TIGHT FIT 111A1P11 - �: - -----1 A, _ WRB BELOW; RE:A3NVP-3.04 I I �,. t WEATHER RESISTIVE \ ► � I �.:_.$ .! BARRIER UNDERNEATH ` FIBER CEMENT SIDING ON VERT.I 1 . 7 4 TARGET FLASHING /� IBER CEMENT PANEL 10 BATTENS INSTALL W/MODERATE BELLY NOTE: INSTALL BEFORE NOTE. . I• ►� BAND CONTACT TO THE WOOD TRIM HEAD FLASHINGS TO HAVE END DAMS a - SEE DETAIL A2NVP 3.00 FOR WHEN FLASHING LENGTH IS >6" WEATHER RESISTIVE BARRIER THRU WALL FLASHING NOTE: LAP DETAILS HEAD FLASHINGS TO HAVE END DAMS 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 B4 @ @ WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: CO EXTERIOR SHEATHING EXTERIOR SHEATHING W U) WALL AND SOFFIT / WEATHER RESISTIVE BARRIER; LAP 0/ j WEATHER RESISTIVE BARRIER; LAP 0/HEAD " W W Q EXTERIOR SHEATHING HEAD FLASHING&SEAL W/ FLASHING SEAL WITH NON SKINNING BUTYL I CC G ce ASSEMBLIES PER ARCH / , L-- / NON-SKINNING BUTYL SEALANT SEALANT -�-+ Ip 0 N � o I WEATHER RESISTIVE BARRIER I VERT. BATTEN VERT. BATTEN / �y M -� I LL r 24 G A. PRE FINISHED METAL _ / WzWCa 2��A V_ BATTEN HEAD FLASHING W/END DAMS I FIBER CEMENT PANEL p FIBER CEMENT PANEL �°° TENS PA PANEL HORZ. BAT U liS I METAL 24 GA. PRE FINISHED M cc •• I ENDS PER DETAIL A1NVP 3.00 P I G ® (� HORZ. BATTENS PANEL ENDS PER HEAD FLASHING W/END DAMS _ I D I- Ca BATTENS&SOFFIT PANEL I DETAIL A1NVP 3.0 FIBER CEMENT PANEL III • I ��., i HORZ. BATTENS PANEL / @ C Cn C I•' 24 GA FLASHING ENDS PER DETAIL A1NVP-3.00 .., I o- if .... i SET IN SIDES, &S / 1 A 0 ,.., CEDAR BLOCK, PRIMED ALL 6 S S 5 „ 3" I =. I NON-SKINNING BUTYL SEALANT I 4 A TRIM O/BATTEN INSTALL /4 x3TRM - r i' - m JUNCTION BOX I` / IN MODERATE CONTACT WITH BATTEN �" 3 I . SOFFIT PANEL I I , �' io L : . IGHT FIXTURE _ I 5/4 SPF PRE PRIMED BELLY BAND BACK �' '� INSTALL WITH TAMLYN J MOLD AT TOP .. . P is '.. RIME ALL CUT EDGES INSTALL BARK MODERATE CONTACT WITH EDGE, IN I I I SIDE OUT FASTEN W/(2) 16d GALV L_ CONDUIT ` d zo :: WOOD TRIM ► �n I NAILS@ EACH STUD; SET TO FLUSH , ,I II AND PAINT-X- RABBET BATTEN SEAL A i 2 2 �. INSTALL SIDING IN MODERATE INN i II A ....) FIBER CEMENT PANEL •- 1r I HORIZONTAL BATTEN AS OCCURS _ Mir _ CONTACT WITH JUNCTION BOX �I, AT PANEL SIDING NOTE: i I ,n Q H -51, A' I / . SEE DETAIL A2NVP-3.00 FOR _ WEATHER RESISTIVE BARRIER I OVER TOP FLANGE,WRB I I DRAWN BY: JL, SH, JR I • / � UNDERNEATH BOTTOM FLANGE • LAP DETAILS INSTALL SIDING IN MODERATE _ CHECKED BY: CRM I $ / 3 ILI I . 3 � RE:A3/WP-3.04 � T/ I CONTACT WITH WOOD TRIM i� I I SCALE. AS NOTED WEATHER RESISTIVE BARRIER I I � - ° I I 1 0 ■ . A 4 NOTE: I .. DAM I I NOTE: \ original sheet size 24 x 36 ! $ EXTERIOR SHEATHING • I I 1.....L BATTEN IhIIflP TO HAVE END S SEE DETAIL A2P-3.00 FOR I `110 WHEN FLASHING LENGTH IS >6"........i± WEATHER RESISTIVE BARRIER I P II 0 I i IBER CEMENT LAP LAP DETAILS l I PROJECT NO: 2010.P33940DCS R SHINGLE SIDING r i /1 i r - I SHEET NAME: • \�j 4 NOTE: • y„ HEAD FLASHINGS TO HAVE END DAMS I CLADDING WP DETAILS NOTE: z WHEN FLASHING LENGTH IS >6" z SHEET NO: HEAD FLASHINGS T HAVE END S C4 SOFFIT @ FIBER CEMENT PANEL C3 TRIM BOARD @ SIDING TRANSITION WHEN FLASHING LENGTH IS >6" C2 LIGHT PENETRATION @ FIBER CEMENT PANEL Cl JUNCTION BOX PENETRATION @ FIBER CEMENT PANEL „ „ SCALE: WP-3.00 - WP-3.00 VVP 3 WP-3.00 3"=11-0" SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: SCALE. ARCH REF: 1 EXTERIOR SHEATHING \ r EXISTING WALL "‘....WEATHER RESISTIVE BARRIER LAPPED '1 I STUDS PER STRUCT. 1„T T T T T INSULATION &VAPOR 1, 16 SHEATHING PER PyAil I ryAiVril I iry 1 T RAL W/METAL HEAD FLASHING' SEAL W/ �, S TRUC U RETARDER PER ARCH 0 NON SKINNING BUTYL SEALANT \ o EXTERIOR SHEATHING 24 BAKED DO NOT ATTACH.. a GA. AKED ENAMEL METAL FLASHING J TO SHEATHING . , El DORADO CORRUGATED PLAS © 8 Z B o WEATHER RESTIVE ARERP 6 O.C. FASTENED AT o AROUND CORNER 12"EACH SIDE ,` yYg9$y SIDING FASTENING ���. °: � � ..` STUD FRAMING W/NAILS PER � O V' ' SHALL PENETRATE S LAP SIDING W/STARTER STRIP : :: .;. '.,: : MANUFACTURER REQUIREMENTS AT u �? ,*- ■0100 pP ' �:. INTO STUDS 12 O.C.AND 1 FROM EACH END OF 0. o NIA" STRUCTURAL RAL 0 .. < 4.,.. w / REINFORCE CORNER W/(2)'� �=�■ EACH PIECE u, _ FRAMING, R 0 .•. G O•i a 24 PIECE OF WEATHER \ "� BLOCKING . � �� -�.-" ."""".�" I ""�.�. �• � Z � © CEDAR BLOCK, PRIME ALL 6 ILJ � � 1 .o � 1 RESISTIVE BARRIER i CSIDES;&SET IN NON SKINNING �- I WEATHER RESISTIVE BARRIER: J cc BUTYL SEALANT co 1 AEXTERIOR SHEATHING :'.:r: _ WEATHERMATE PLUS BY DOW w N N ri I VERT. BATTENS REINFORCE CORNER W/ 2 BLOCKING SHALL ® >- _; x I O w Q BE INSTALLED O ►,. ��'. WEATHER .. . o� cn I- 24 PIECE OF W 0 HOSE BIB • ..._ . .... . ,. �r.:. ... III � • . .. c� :::; WHERE REQUIRED I Q z �� ' RESISTIVE: BARRIER O FIBER CEMENT LAP SIDING �i o — T BY SIDING i J ►— / •�© I STALL NG MODERATE STALL SIDG W/NAIL SPACE i© I THE/ I l'.�:�.�.�ATEIN! i�r / j!A1i%!I1iJ( ' I DETAILS OR NOT .::';<`.,:': - ,..a RE:A3iWP-3.04 I -.-:.� REPORT NER-405 iv I I \\\_\\\_\\\_\\\—\■ 1 SPF WHITE WOOD TRIM; FULLY I -'...t ' —� J x N PRIME ALL END CUTS IN FIELD I, SUPPLEMENTAL' INSTALLATION INSTALL INSECT SCREEN AT •WEATHER RE LAP (DING SI TIVE S S /►�I BARRIERUNDERNEATH I / � INSTRUCTIONS ALL HEAD FLASHING AND BASE TARGET • CONTAINED IN WALL CONDITIONS T FLASHING ., 54x4 PFWHITEW DTRIM F LLY / S 00 U T BATTENS • VERT. , PRIM ALL END CUT IN HELD; BARK 4 © © E S l I BULLETINS MUST *PRIME CUTS OF SIDING I. OUT TRIM SIZE IS SHOWN : kilo © BE APPROVED IN NOTE. EXAGGERATED TO INDICATE CORRECT RELATIONSHIPS TO 1. ALL SEALANTS TO COMPLY WITH WRITING BY THE STARTER STRIP LOCAL BUILDING GEOMETRY,AND SUBSTRATE ALTERNATIVE DETAIL NOT• •NOTE: / FRAMING, BATTENS AND SIDING CONFIGURATION,IGURATION NOTE:ALTERNATI I OFFICIAL OR THE HEAD FLASHINGS TO HAVE END DAMS • / MATERIALS) REQUIREMENTS OF ASTM C 1193 2009 SUPPORTED BY INSTALLATION ARCHITECT PRIOR WHEN FLASHING LENGTH IS >6" I \ 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR INSTRUCTIONS HZ-10 (APRIL 2009)OR ~/ TO INSTALLATION 4 MUST BE PAINTING NER-405(APRIL 4,200 INSTALL SIDING W/NAIL SPACE © ( 2004) 3 TO WOOD TRIM APPROVED IN WRITING BY LOCAL 3 BUILDING OFFICIAL HOSE BIB PENETRATION OUTSIDE INSIDE CORNER LAP SIDING Al LAP I SIDING BUILD UP UTSIDE CORNER LAP SIDING IN D A4 A3 @ A2 a� WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: NTS ARCH REF: EXTERIOR SHEATHING EXTERIOR SHEATHING • V WEATHER RESISTIVE BARRIER LAPPED Al 1 EXTERIOR SHEATHING 1 EXTERIOR SHEATHING / • WEATHER RESISTIVE BARRIER; LAP O/HEAD FLASHING ' W/METAL HEAD FLASHING' SEAL W/ SEAL WITH NON SKINNING BUTYL SEALANT NON SKINNING BUTYL SEALANT 1 I 0 WEATHER RESISTIVE BARRIER . VERT. BATTEN ill- HEAD IlliMpl ■ WEATHER RESISTIVE BARRIER; LAP 0/ FLASHING SEAL W/NON SKINNING BUTYL SEALANT S & FLASHING J . • .. 24 GA. BAKED ENAMEL METAL FLA HIN BATTEN . SHINGLE SIDING I LAP SIDING W/STARTER STRIP VERT. BATTEN III , ; VERT. BATTEN W/' I I 24 GA. PRE-FINISHED METAL / INSECT SCREEN i 24 GA. PRE-FINISHED METAL HEAD FLASHING W/END DAMS / • HEAD FLASHING W/END DAMS INSECT SCREEN , ' / LAP SIDING W/ I I I I STARTER STRIP 9 EXPANDING FOAM TAPE • LAP SIDING W/STARTER STRIP G E / INSECT SCREEN ,p IN ECT CREEN I. t.. • S S I . a 11_1 0 24 GA FLASHING I I I I / 24 GA. PRE-FINISHED METAL BRACKET i'`� I E 4 PAN AKE HEAD JUNCTION BOX FLA HIN SEC R W/MIN C i S G, U• � CEDAR BLOt�K, PRIMED ALL 6 SIDES, &SET IN 1 SCREWS' FLANGE SHALL EXTEND PAST FACE ".U 3 � _I\ 5 / i NON SKINNING BUTYL SEALANT /4 SPF PRE PRIMED BELLY / OF CLADDING TO ALLOW ATTACHMENT OF 1� i 1 BAND, BACK PRIME ALL CUT rilit / SHROUD AFTER CLADDING IS INSTALLED EDGES INSTALL BARK SIDE CONDUIT 0 OUT FASTEN W/(2) 16d GALV LIGHT FIXTURE i NAILS EACH STUD; SET TO i IA ri° ? 24 GA. PRE-FINISHED METAL VENT FIBER CEMENT LAP SIDING INSTALL WITH MODERATE HR D• E RE W CL E ENDED UE / S oU S CU / OS NO. DATE ISS\ 1 FL H EAL AN — _ , US SEAL AND PAINT • CONTACT WITH JUNCTION BOX ,► �' l� �� '/ F POP RIVETS, (2)EACH SIDE ,r NOTE: �. �, 1 07.27.10 FOR BID QUICK FLASH P 50 LAP WRB FLASHINGS 4 I HEAD FLASHIN�S TO HAVE END DAMS i � g . i • OVER TOP FLANGE,WRB I WHEN FLASHING LENGTH IS >6" i• / \ FIBER CEMENT LAP SIDING INSTALL W/NAIL 110° FIBER CEMENT LAP SIDING INSTALL I I - i 110 I i - SPACE TO JUNCTION BOX / / UNDERNEATH BOTTOM FLANGE I 08.13.10 FOR PERMIT WITH MODERATE CONTACT WITH _ �. i_ UNDERSIDE OF FLASHING I RE:A3/WP-3.04 (,11I co © i ( / • / 18 x 18 PIECE OF 30 MIL EPDM TARGET III A 9.2 .1 REVISION N 0 • . 0 3 0 / FLASHING; CUT HOLE FOR N TALL WITH MODERATE L4" 1 . „ IBER CEMENT LAP SIDING INSTALL , E~/ I ��� - NOTE. �.' 4 CONTACT WITH JUNCTION BOX I /BATTEN • / ; FLASH AS DETAILED II 1 i„ I SEE DETAIL A2NVP-3.00 FOR i 110° QUICK FLASH P-50, LAP WRB I /WEATHER RESISTIVE BARRIER • /i LAP DETAILS i / OVER TOP, LAP BOTTOM WEATHER RESISTIVE 3 / _ • L FLANGE OVER WRB BELOW BARRIER UNDERNEATH I • / RE:A3/WP-3.04 TARGET FLASHING NOTE: • / ~j NOTE: I $ . NOTE: 1 HEAD FLASHINGS TO HAVE END DAMS WEATHER I / SEE DETAIL A2/WP-3.00 FOR HEAD FLASHINGS TO HAVE END DAMS / / >6" WHEN FLASHING LENGTH IS >6" I i,► BARRIER UNDERNEATH WEATHER RESISTIVE BARRIER WHEN FLASHING LENGTH IS _ TARGET FLASHING D LAP DETAILS S 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: 73 CU 11. PLAN SECTION AA w v J 0 a) EXPANDING FOAM TAPE I g EXTERIOR WALL SHEATHING'' WEATHER RESISTIVE BARRIER, LAP P W W �� 3 I Q A EXTERIOR SHEATHING sim ,/ • I l ` _\\\_\\\_\\\_� EXTERIOR SHEATHING OVER FLASHING AND SEAL WITH NON I / SKINNING BUTYL SEALANT IrI 2/ .;" I WEATHER RESISTIVE BARRIER SEAL ++ BARRIER, 2 6 BACK �/ WEATHER RESISTIVE BA x SPF PRE PRIMED BELLY BAND, ,���I,%�i������i• i ° N / TO FLASHING WITH NON-SKINNING WEATHERMATE PLUS WEATHER 0• SEAL TO FLASHING WITH NON PRIME ALL CUT EDGES INSTALL BARK SIDE LL y �I / dIlI BU TYL SEALANT RESISTIVE BARRIER SKINNING BUTYL SEALANT OUT FASTEN W/ 2 16d GALV NAILS EACH / =O @ 1 L I• � I•I WEATHERMATE PLUS WEATHER A STUD' SET TO FLUSH SEAL AND PAINT Oi / •• 1 BATTEN LAP SIDING W/STARTER STRIP W Z BATTEN RESISTIVE BARRIER W SHINGLE SIDING .—.—•—•—•—•—•—.—•— FIBER CEMENT it VERT. BATTEN W/INSECT SCREEN 0 24 GA. BACKED ENAMEL G , ... u) p.--_ I ' METAL FLASHING 1 0 0 . 0 I LAP SIDING 2 / SIDING W/STARTER STRIP VERT. BATTENS WIN INSECT CREEN 2 1 11 WEATHERMATE I / �,� I I / SEALANT LAP APS G /S S S / S SCREEN I STRAIGHT FLASHING / �' $ � I I TRIM BLOCK ' �. I / / !!^^ EXPANDING FOAM TAPE L-1 I vJ INSTALL INSECT SCREEN AT _ / I (I) I 14111-1 BOTTOM OF BATTEN SYSTEM SELF-ADHERED WEATHER / • 1 1 0 T / ��'....., EPDM OR FOAMED A. BACKED ENAMEL RESISTIVE BARRIER I 4I 24 G C � EXPANDING FOAM TAPE POLYETHYLENE SILL SEALER o METAL FLASHING � � FIBER CEMENT i , I 0 4„ 2X6 SPF PRE PRIMED BELLY BAND; BACK I / I. 2X 24 GA. BACKED ENAMEL • SOFFIT 0/BATTENS • / iiii ,���:-_!BATTEN l- a I METAL FLASHING PRIME ALL CUT EDGES INSTALL BARK SIDE r I I 110 . ■∎I i- , OUT FASTEN W/(2) 16d GALV NAILS EACH „ Ii I I EPDM OR FOAMED STUD; SET TO FLUSH SEAL AND PAINT 1 2X SPF PRE PRIMED BELLY BAND; I I / \ S U D 1 I POLYETHYLENE SILL SEALER BACK PRIME ALL CUT EDGES '' A _ A I / A LIIII1 2X BELLY BAND 1 I NSTALL BARK SIDE OUT FASTEN W/ •. /2 1 d GALV NAILS EACH STUD' 401 i O 6 @ RIDGE BRACKET A 2X6 SPF PRE PRIMED BELLY BAND; BACK SHEATHING IS NOT TO SET TO FLUSH SEAL AND PAINT 1,► 1" COME IN CONTACT W/ � PRIME ALL CUT EDGES' INSTALL BARK SIDE .I0 OUT; FASTEN W/(2)16d GALV NAILS @ EACH CONC AT SILL PLATES ri FACE OF SIDING BEYOND a DRAWN BY: JL SH JR I I �. � NT Z I � STUD; SET TO FLUSH SEAL 8�PAI I.I '%/�._._. EXTERIOR SHEATHING CHECKED BY: CRM '— — '_ - NR I EXTERIOR SHEATHING IS NOT TO COME IN SCALE: AS NOTED I- ,� ., 4 CONTACT W/CONCRETE @SILL PLATES �i� WEATHER RESISTIVE BARRIER / . I ` j / a 4" FINISH GRADE,SLOPE AWAY original s eet size 24 x 36 11 I • sheet o C TRIM BLOCK PER ARCH FROM 5/o MIN FOR 10-0 ,} I a A i Q 4„ 110 .:::,:;::.::: I FIBER CEMENT LAP SIDING INSTALL WITH / FIBER CEMENT SOFFIT PANEL INSTALL W/ . i MODERATE CONTACT WITH TRIM I / 110° GRADE PROJECT NO: 2010.P33940DCS NAIL SPACE TO WOOD TRIM a a IN'LJ RI / < a a r 5/4"x 3"TRIM O/BATTEN 1 3 �� I V -- SHEET NAME: BATTEN • *'7- I „ CLADDING WP DETAILS NOTE: SHINGLE SIDING I ~j 4 LAP SIDING 0/VERT. BATTEN HEAD FLASHINGS TO HAVE END DAMS I SHEET NO: WHEN FLASHING LENGTH IS >6" c+ J " PAVEMENT Cl BASE WALL CONDITION C4 TRIM SOFFIT C3 BRACKET AT SOFFIT C2 BA.�EWALL @ PA 1', 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: \'\'P 3.01 1 WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 12" FLASHING BIB SLIDE UP THRU SLIT OVERLAP .. z IN WEATHER RESISTIVE BARRIER MIN.24 x 24 TARGET FLASHING CUT g 12 Ce ..;.: .. . ' FROM EPDM.WEATHER LAP WITH '. OVERLAP SLIT IN WEATHER OTHER FLASHING COMPONENTS TO SQUARE HOLE PENETRATION BUTYL rr en RESISTIVE BARRIER 12 LLJ • ER SHED WATER. SEAL PENETRATION TO sr✓a� I ■ z : FLASHING WITH SEALANT. ' �� 12•, _�� N o E ���� �� 4..... ���,� SEAL WEATHER RESISTIVE BARRIER I �r �' w Z 1 I �- .......................... / SEE DETAIL B2/WP3.02 6 O i IriOLE FOR PENETRATION I _ o c� •.:-��.: //.'iii// //viii... BB I - I TO FLANGE WNVEATHER . 60% I ■111 t � - RESISTIVE BARRIER TAPE CUT 60/o OF DIAMETER OF '�� co N p 0 I o PENETRATION FOR SNUG FIT �� — r w 111111® o -- I SEAL FLANGE o-i Q•PRE-FABRICATED DRYER VENT JOINTS W/TAPE LOUVER ASSEMBLY WH SWING TYPE i !i n iH__ // \ ® N 3 p I 6" }' W WITH MIN.4 PANCAKE HEAD SCREWS. s ROUND HOLE PENETRATION •• T SET FLANGE IN BED OF SEALANT. p I ao i- "- t7 12"X12"PIECE OF 30 MIL EPDM CUT p BUTYL I II z 4"OVERLAP 4"OVERLAP HOLE FOIE PENETRATION. NAIL TO i SEAL i . 5 ® � r SUBSTRATE @ 60%OF DIAMETER SIZE '� _ _ _ m CLADDING SYSTEM i'•' : FLASH @TOP EDGE 6"O.C. - lii ill r REINFORCE CORNER W/ ' HOLE FOR PENETRATION CUT 24"WIDE CONTINUOUS f ,. I W.R.B. 60/o OF DIAMETER OF , I - ................. 'Ilk`t PENETRATION FOR SNUG FIT �� I1 I �, 5/4 SPF PRE-PRIMED I I c--- f--- ,---. 0 LAP TARGET FLASHING , SI DING SEAL BOTH I OVER WEATHER i J SIDES W/SONOLAST NOTE:RESISTIVE BARRIER 150 WHEN PENETRATION IS 3/2 DIAMETER __, LESS, USE 12"X12" FLASHING I 1 _f__ ____________ __....._____ „_______ O \\ R SS US r SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS > 3%2", REINFORCE CORNER W/24" --________________--- -_________________--- --_______________ hA Wftg AT SIDES AND HEAD OF BRACKET. SEAL ALL PIN HOLES W/SEALANT. 12 INCREASE FLASHING SIZE TO 18"X18" „ WIDE CONTINUOUS W.R.B. FIBER CEMENT LAP SIDING INSTALL W/NAIL SPACE TO LOCK ON SHROUD COVER WOOD TRIM INSULATION NOT AFTER CLADDING IS INSTALLED 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 � 4n � SEAL W/1 PART -% c., SQUARE OR ROUND POLYURETHANE SEALANT _ PENETRATION Fo AND Q� � ......� FULLY SEALED �p ■ RIVETED END CLOSURE 1 TI" " I'd A / STEP 1) ./I I r/%W/A� p:, PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT 'TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING W/ 16" --DJ ..• 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 PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW STAPLES z NO DATE ISSUE / / B3 SADDLE FLASHING @ PONY WALL / 1 07.27.10 FOR BID 0010 • PRE-FINISHED METAL WP-3.02 CUT BACK HEM ON S•LICE SCALE. 3 1 -0 ARCH REF: ;/:::::://;::::\:::;7ii //;::::////PLATE TO FORM TIG ' . 2 08.13.10 FOR PERMIT SEAL W/1 PART POLYURETHANE PIN HOLECOLOR PER ��ARCHITECT /////t/ 09.23.10 REVISION CLOSED END 4-2 / PREFINISHED RIVETS . _ / NOTE: / / / SEE Cl WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET " 16 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 F4" BIB FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A M IN. O B5 COPING CAP @ PONY WALL B4 FLASHING SPLICE DETAIL B2 U Q 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: EXTERIOR WALL CO SHEATHING PER STRUCT A (2)LAYERS 8"EXTERIOR A 3 w v) O CU GYP SHEATHING PER BATTE W/INSECT SCREEN CLOSURE LL1 LU I � � � ARCH 4 GA COPING, TONGUE CLOSED Q II N/ OVER DOUBLE CLIP SUPPLY LL cc WEATHER RESISTIVE BARRIER SEAL. I.4 r r WEATHER RESISTIVE BARRIER_ o TO FLASHING WITH NON SKINNING �BUTYL SEALANT LAP SIDING OI VERT. BATTENS V- M 1 1/ \ I TIVE BARRIER -0 _ ..-. I WEATHER RES S ! I.d 4 .. r LAP SIDING 'I I STARTER STRIP I 2'.• ' EXPANDING FOAM TAPE r ////-///-///-///T2. ///� V r . - 1,1/ S i 0 O u) ' Oi A . ■ 24 GAMETAL FLASHING r 24 GA. G-90 GALV.� I � � � ,- � I II CONTINUOUS CLIP �D^ � �/ \ , EPDM OR FOAMED I i vJ (I) `t' `��I \` POLYETHYLENE SILL :. �,SEALER l 1 ri i//, ,.. »».»,»»... _ ed I �__ . • . — HAND CLOSE OPEN HEM 2X6 SPF PRE PRIMED BELLY BAND; % 1 • 4 J BACK PRIME ALL CUT EDGES : 1„ DECK FRAMING 2 I :.:. 4 INSTALL BARK SIDE OUT FASTEN W/ I I PER STRUCTURAL ¶G I I• '' 4 (2) 16d GALV NAILS @ EACH STUD; ® a SET TO FLUSH SEAL AND PAINT I I I I LAP SIDING I . . I I .: .. 2x4 2x4 . • \ VERT. BATTENS PER STRUCTURAL I :. SHEATHING IS NOT TO 2 . oo I : WEATHER RESISTIVE TW . COME CONTACT W/CO CO SLOPE 5 AWAY .. BARRIER S /° a DRAWN BY. JL, SH, R CONC AT SILL PLATES J S FROM BUILDING I I I : I 1' • Q �� 3 CHECKED BY: CRM a GRADE 5 rr :. : . . I (2)L2E38PERARCH YRS •• I I ` original sheet size 24 x 36 I :..• ... ,.:. I NOTE: ILL COPING COVER TO BE FORMED OF SINGLE I CONTINUOUS PIECE AT PARTY WALLS; : : PROJECT NO: 2010.P33940DCS . REF-B5/WP 3.02 FOR END CAP Q _ I l', ±1__\/\__,6 •a I � : : SHEET NAME: r '''7 ,-...1_ [-- 1' CLADDING WP DETAILS SHEET NO: C3 PONYWALL FOOTING AT DECK PONYWALL AT DECK LEVEL Cl PONYWALL AT DECK" Arlak WP-3.02 rr_ r rr Y V3.02 WP-3.02 WP-3.02 SCALE: 3"=V-0" ARCH REF: SCALE: 3"=11-0" ARCH REF: SCALE: 3 -1 -0 ARCH REF: . / -J BATTEN/STUD BEYOND LAP SIDING O/VERT. BATTENS ______, /i / / 1 . ------...„ ! 0 — . WEATHER RESISTIVE BARRIER LAPPED I iI O/U-BIB W.R.B.TARGET FLASHING; SEE o I • A2/WP303 FOR DETAIL , a F. SQUARE OR ROUND 0 LLJ PENETRATION I _ ~ o o Q w Z c=n oo p o I • WEATHERMATE >•=o% L o w = O O III. • STRAIGHT FLASHING < °o Z II I 26 GAUGE BAKED i e i I `O cc W d • ' ENAMEL COIL STOCK 24 A A ' CONT. INSECT N w ' c I- W - FLASHING CENTERED SCREEN z ", N �,, z STEP 1) , P r r Iiii��iii $ �� o W W I BEHIND SIDING JOINT. PLACE WEATHER RESISTIVE BARRIER APRON WITH U CUT; FIT .�t_ L COLOR TO MATCH TIGHT AROUND PENETRATION; SEAL TO SHEATHING W/ SIDING COLOR 16 z / POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) ° 1 1 - •L i •,... I = PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN U CUT; CUT TIGHT TO I m 1,_ ,� PENETRATION OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW _. STAPLES T I i /// / z 1 . . . . . . . . . . 0 I ::::'/ ..... BUTT JOINT DO NOT / is I ....: .::::::::-:::::,: rr rl ////, / ,3 3 SEAL /// / / / */ E'N .. SECTION VIEW / Wd • _ / /// / ' /// ' . . . i, . ,• / , • / 1 • , , 1 ELEVATION VIEW / 1---/ 3“ E I XPOSED BEAM PER STRUCTURAL Ili LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE i 16„ z FEASIBLE. IF SIDING BUTT OCCURS OFF STUD STEP 2) PROVIDE 12" LENGTH OF BATTEN MATERIAL BEHIND 'U' 24" WALL FRAMING PER STRUCT. INSULATION,VAPOR io PLACE A 30 MIL EPDM APRON W/ U CUT TO FIT TIGHT 24 BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. ir rr 1 SS SCREWS ABOVE AND BELOW SIDING COURSE. &ATTACH W/A FEW STAPLES STEP 4)INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& AROUND PENETRATION OVERLAPPI��G 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 II WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: — HARDIE PLANK III •/ T S / / INSECT SCREEN CLOSURE © '' •I $ / WEATHER RESISTIVE BAR RIER LAP 0/ VERT LEG OF HEAD FLASHING&SEAL 1 W/NON SKINNING BUYTL SEALANT / I I • i 1 1 K41: I . 1 1 igi 10 '4N0A1 1......4. 24 GA. PRE-FINISHED r SADDLE � G-90 GALV. METAL 1 HEAD FLASHING � ti STEP 4 rr f ; 1 ) rr INSTALL UPPER PIECE OF WEATHER RESISTIVE 1-1/4" 1 � STARTER STRIP • \ STEP 1) /2 GAP ))D BARRIER OVER UPPER SADDLE FLASHING AND I \ STEP 2 STEP 3 \ PLACE WEATHER RESISTIVE BARRIER APRON \ NO. DATE ISSUE AROUND HSS BEAM PENETRATION INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, p` \ OVERLAPPING LOWER SECTION OF WEATHER �'� 1 \ WITH U CUT; FIT TIGHT AROUND HSS BEAM; BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. A, Ili 1 SEAL TO SHEATHING W/POLYURETHANE l „ BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN RESISTIVE •BARRIER A MIN. OF 4 - IA i \ 1 07.27.10 FOR BID• SEALANT EXTEND 12 BELOW PENETRATION ,), ..... //�-•-,_ROD&SEALANT BETWEEN BEAM &SADDLE SADDLE&BEAM .. r .. BACKER ROD . �••• 2 08.13.10 FOR PERMIT T &S •EALAN - •.._..... EXPANDING FOAM TAPE BETWEEN ,` """"' METAL FLASHING&TRIM i i I 09.23.10 REVISION • . . SADDLE ..... ._ .........••• .. . .. ...... ...........• ::..::. • `�� 2 X 6 SPF TRIM PER ARCH BACK iii_. ._._. •J- ...... .,�• , �,�� . PRIME CUT EDGES FASTEN W/(2) •........................ �� >' --,•\,.,.„-- •\ ,. 16d GALV NAILS @ 1 .C. , SET _ ���:.�������,„.,.,,, , ,• •• ••••••. -. $ TO FLUSH SEAL AND PAINT T NOP , . ,..... ,,,,_,.„...,,,....,, . .. . MIN ..... SOFFIT PANEL W/NAIL SPACE ---,..,z.:..,.. f TO SPF TRIM BOARD C REEN CLOSSADDLE FLASHING @ BEAM B2 DETAIL NOT USED B1 BEAM @ PORCH WP-3.03 WP-3.03 SCALE: 3"=V-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: SCALE: 3"=1'-0" ARCH REF: CZ W C!) o (I) W W Ce Q WOOD POST W/CB L.L.. 2 i' ce BASE PER }' I Up STRUCTURAL � N � M DRAWINGS ft I r '� FRAMED WALL W Z — 2-PIECE CORROSION CORNER O w Cti 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER c U . . .0 G COUNTER FLASHING FLASHING SPF TRIM PER , O S ARCH 2 ® -0 TURN DOWN EDGE OF FLASHING '� c 6' _,, 6 I H co TURN DOWN EDGE OF FLASHING �� INTO SAWCUT AT BEAM ON ALL 4 EPDM GASKET �^ . SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 11 vl 3 ,c :L:::;:: NI EXPOSED WOOD 4 2 _ BEAM . . �� BEAM chl�t , \ . . , . k, �{. 11 . . I� }, /�` 2 Q l . y a , CONCRETE FOOTING . CONCRE � MIN , . Q a PER STRUCTURAL d t' r ;a 00. 1 �� 4 r •d } I 4 i ; GRADE c' .A I • . 4 , • DRAWN BY. JL SH JR , , 1 . 4" ,, ,• t Q L • , CHECKED BY: CRM 2 . FLASHING MIN 2 OVER BASE ER FLAS G AS LAP COUNTER SCALE: A NOTED TIN NON SKINNING BUTYL SEALANT TAPE ' FLASHINGSET �'`` FASTEN WITH CLOSED END RIVETS LAP COUNTER FLASHING MIN . 2"OVER BASE FLASHING . • a. original sheet size 24 x 36 FULLY SOLDERED LDERED SS 0 BASE FLASHING A . CORROSION RESISTANT A BASE FLASHING 4 FLUSH CONDITION PROJECT NO: 2010.P33940DCS FRAMED WALL i CORNER SHEET NAME: , CLADDING WP DETAILS . . CO RNER CO NDITION SHEET NO: C3 BEAM FLASHING C1 POST BASE DETAIL WP-3.03 " WP-3.03 SCALE: 3"=1'-0" ARCH REF: VVP 3.03 1 1 SCALE: 3 -1 -0 ARCH REF: WEATHER RESISTIVE 0 BARRIER 0/QUICK FLASH PANEL i o 0/0■4 LIU h QUICK FLASH PANEL g 0 I w � p Z ~ V h F-- to oo p o cr. BUTYL SEALANT h PJ: I Z Lcj x 1 ,... ,„ Oe CO V) I- u-Q Si Fra_BUTYL SEALANT i z ,: o J_ m I QUICK FLASH PANEL I.0 / . , f --'- . WEATHER RESISTIVE f` ( 0 ) QUICK FLASH PANEL NOTE: WHEN PENETRATION IS GREATER THAN 4"0, USE EPDM FLASHING; SEE DETAIL A2/WP3.02 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"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: \- _ A / / ► ( 1 •• • III OVERLAP CORNER BY 12" EACH DIRECTION ' I III I I I REINFORCE OUTSIDE ••ICORNERS W/34"WIDE ▪ I CONTINUOUS W.R.B. Z., I II iI I III ° 11Ii VERTICAL BATTEN d �"1 ! i I rAgl • W OOD TRIM . I rAMIiii i�iiii I • 0 O NO. DATE ISSUE itn fn I 1 VINIIIIIIMINIE 1 07.27.10 FOR BID itin V.7 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN A 09.23.10 REVISION INSTALL W/NAIL SPACE TO WITH 16d NAILS @ 12"OC 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 D P•IN B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS i---B-2 DETAIL B1 DETAIL WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: al W Cn � > W W Q D 2 N _c ce Op a5 -e--' O Et 1 11- M " Z r W c� — o W 2 S v 2 Q ca I c 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 J PROJECT NO: 2010.P33940DCS SHEET NAME: CLADDING WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL Cl DETAIL WP-3.04 SCALE: 3"=I-0" ARCH REF: VVP 3.04 1 1 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: 1 INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION I3Y FRAMER INSTALLATION BY FRAMER z 0 P FASTEN FLANGES ,W,.. ti '''''''''''N''''-.,,,,,,,,:' ,,, PER WINDOW in \ ■ z e � MANUFACTURER o o o u \ APPLY A FULL REQUIREMENTS w � O Z BEAD OF SIKH o c? V rz �� LASTOMER 511 cn OD D "' �` p cC — :::: BUTYL SEALANT TO \ > , w w Q u, x \ INSTALL WINDOW; o „� u - . . . . - , HEAD&JAMB a Q o _ � FLANGES INSTALL 12"WIDE FLASHING FROM G, J .o E- i- W WEATHERMATE PLUS WRB STAPLE - ® } N `" z •ONLY TOP EDGE WITH MIN.SS 1 F � ... ... � --- - ... O Q w CROWN STAPLES WITH MIN 1/2 PENETRATION LEAVE BOTTOM OF fv\I- >> PIECE FREE FIELD FABRICATE AND INSTALL -. f ° "S '� SEALANT BEAD OF 5••JAMBSILL PAN REF C3 AND C4/ � ....... A H , 1 m WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO INSTRUCTIONS SEAL TO TRANSITION -.'4 , ....„ -- ., CUT SLITS TO ALIGN + 1 , , , WITH SILL AND HEAD 4 ,>' ADHERE 9"WIDE DOW WEATHERMATE +�== li NOTE:ALL CUTS, SLITS, PUNCTURES OR Si STRAIGHT FLASHING TO JAMBS, FOLD -: N.• BREACHES OF ANY KIND IN THE CONTINOUS • . INTO JAMB THE FULL WIDTH OF THE 41.; SECTION AT FRAME 5 410'WEATHERMATE PLUS WEATHER RESISTIVE WINDOW FRAME, LAP OVER SILL PAN BARRIER SHALL BE FULLY SEALED WITH END DAMS, EXTEND 3"ABOVE ROUGH• INSIDE FACE OF WINDOW WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE i PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED j INSTRUCTIONS TOE BEAD OF NON SKINNING BUTYL AND AT JAMSILL JOINTS NOTE: NO SEALANT @ SILL NAIL • ' LAP OVER TOP OF PAN FLASHING AND FLANGE SILL FLASHING, REMOVE PORTION OF STRAIGHT FLASHING THAT OVERLAPS 4 4 4 4 WEEP TROUGH IN JAMSILL PAN 4 A4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING DOW WEATHERMATE FLASHING SEQUENCE- STEP 2 JAMSILL PAN OPTION A2 DOVV WEATHERMATE FLASHING SEQUENCE-STEP 3 JAMB FLASHING Al DOW WEATHERMATE FLASHING SEQUENCE-STEP 4 WINDOW INSTALLATION WP-4.01 SCALE: NTS ARCH REF: CP -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 \, \ NAIL FLANGE, EXTEND TO OUTER ALLOW FOR REQUIRED OVERLAPS \ \ EDGE OF JAMB FLASHING �\_ PERA2/WP3.00 , t _ ,� ... : :. . ::: -itorli•■■ ---„,„, \ r- ,r, -,..„,,, ,, 1 . -,, . ...... . ...t. . ...., _.„ 1 ,„,, „. �-�- -�\ �.- APPLY 4 WIDE , , WEATHERMATE STRAIGHT \ � I INSTALL WRB•WRBTOBUTTUP - . .-:::::# FLASHING BY DOW TO �V... .. „ ro ... TO NAIL FLANGE AT JAMB OF • WINDOW ONLY; DO NOT LAP WRB WINDOW JAMB FLANGES. # ADHERE TO NAIL FINS AND OVER NA L FLANGE ----- --------- ------------------- WEATHERMATE WRB AO .- ---:-::---.:.-..-..t V.). ...- . . . .. ' FLASHING FROM STEP 6 re r g INSTALL WRB LAPPED UNDER SILL .. . . .. ........FLASHING . ..::: ::::•::::::�::::: :::�::::.•::::::::::: .:�:�: NO. DATE ISSUE - - . :7f,, , . . •••:.-.:-' ,„,,,,,, ,,,,,,,,,,. : �: 1 07.27.10 FOR BID go VA 1 2 08.13.10 FOR PERMIT / . - - - -- ' 3 09.9.10 REVISION : N..: ! 4 09.14.10 REVISION 5 09.22.10 REVISION /° \ 10.07.10 REVISION 4 4 4 4 B4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 7 (Bl ` DOW WEATHERMATE FLASHING SEQUENCE-STEP 8 HEAD FLASHING 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: CO INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO BUTT JAMB TRIM TO HEAD W v! Ce EXPANDING FOAM TAPE HEAD FLASHING AND SEAL SIDER WRAP AROUND BOTTOM OF INSTALLATION BY SIDER TRIM W W INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY S Q PART NO. 1639042 TO BACK LEG WITH NON BATTEN SPACERS 4 II SKINNING BUTYL +� : .:. 0•\ SEAL SLIT AT END Alik - -- -- - - INSTALL HORIZONTAL SET HEAD TRIM 1/4 ABOVE M .. INSTALL METAL ` : BATTENS TO SUPPORT BOTTOM SLOPING SURFACE \ DAM WITH NON �-•:• � � r' � ' PANEL SIDING EDGES AS OF HEAD TRIM ON TOP OF END DAMS G HEAD FLASHING WITH INSTALL WRB, :.: :: :.... ' ( — t� SKINNING BUTY • Z W :.:::.`�::::. :::::::::::::::::::::.. /::. END DAMS W OVER EXPANDING FOAM TAPE EXTEND INTO HEAD •::•........... .............................. OCCURS _ ) NOTE: HEAD FLASHING SHALL \ FLASHING AND SEAL :...: ....:...:...:.:..:::...:....: 2 EXTEND FULL WIDTH OF WINDOW ...- 'TO BACK LEG WITH`r NON SKINNING BUTYL \ ` ® ti) 2 ! "..., , 1 \� :::.::::.: : .: I INSTALL BATTENS TO FULLY vJ ......��: ............. ......... -��� �' SUPPORT WINDOW TRIM. 1 � OFFSET FROM NAIL FLANGE SET JAMB AND SILL TRIM �� :::: .-::::: TO ALLOW FOR FLAT WITH NAIL SPACE TO 1 .4,-it 1....::.::....: ...:..: INSTALATION ki, - WINDOW FRAME 1 / A;:I I 4 BUTT SILL TRIM TO JAMB // TRIM 1 ® 4111111L11111111111111140 CONSTRUCTION} 1 TAPE SEAMS PER A2/WP ' ' DRAWN BY: JL, SH, JR A' 3.00 I 14::,N, . CHECKED BY: CRM SCALE: AS NOTED III original sheet size 24 x 36 } PROJECT NO 2010.P33940DCS �dII ��� SHEET NAME: ALTERNATE WINDOW WRAP 4 4 4 4 SEQUENCE SHEET NO: C4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 9 C3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 10 C2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 11 BATTEN INSTALLATION Cl DOW WEATHERMATE FLASHING SEQUENCE-STEP 12 TRIM INSTALLATION e WP-4.01 WP-4.01 SCALE: NTS ARCH REF: V\IP 4.01 WP-4.01 WP-4.01 SCALE: NTS ARCH REF: SCf�LE. NTS ARCH REF: SCALE: NTS ARCH REF: INSTALLATION BY FRAMER INSTALLATION BY FRAMER '-� INSTALLATION I3Y FRAMER \\ INSTALLATION BY FRAMER CI Cie O >mil D 1- '::- 'i °---_,,.,,, --,,,, -._ , Film .:'i'' cj‘ cc — ,,,.. "ch") g Lij 6 r ,,,, qW W --:1- W \ W „j J !US �p 1712e7- - aC 1 FF W N N ::::. :.- :F:• i r � J ! C W U:III :: J FIELD FABRICATE AND INSTALL ■. I ::I:A JAMSILL SILL PAN REF C3&C4/ -:.: %` WP4.02 FOR PAN FABRICATION �: ::fr,. INSTALL EPDM INSTRUCTIONS OR BUTYL BACKED :1: AT SILL EPDM SILL PAN WHERE INDICATED BY C4-WP 4.03 CUT SLITS TO ALIGN -� •:�:.■�` WITH SILL AND HEAD 1 .... .•-•-•• 4 ... :1:: ... ••• �4 J A 1::: ... , `' =:::::; , _ ADHERE 9 WIDE DOW WEATHERMATE ADHER:tb IDE DOW WEATHERMATE :�: .,•>:..,___.: '.: STRAIGHT FLASHINIG TO JAMBS, FOLD S - i IGHT FLASHING TO JAMBS, ''.::;:".;';:;:;.,,,:::f1:::: ',..-!•,- NOTE:ALL CUTS SLITS PUNCTURES OR INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9” �:: -` BREACHES OF ANY KIND IN THE CONTINOUS "° JAMB SILL, LAP OVER SILL PAN END FLASHING WEATHERMATE WEATHER RESISTIVE BARRIER SHALL BE FULLY SEALED WITH DAMS, EXTEND 3"ABOVE ROUGH WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE WITH MANUFACTURES PUBLISHED LAP SELF ADHERED FLASHING OVER A INSTRUCTIONS 4 END DAM OF PAN FLASHING AND SILL 4 Q FLASHING 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: 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 _ \� NAIL FLANGE, EXTEND TO OUTER �,, SKINNING BUTYL AT HEAD AND JAMBS INSTALL WRB PER A2/ _. ` EDGE OF JAMB FLASHING BEHIND INTEGRAL BRICK MOLD WP 3.00 \ ....... TOOL OFF EXESS SEALANT AT JAMBS • •• ::.':::•:::•::... : : ::::::::::.:::::: :':':::... :::::.'..'::.'::::.-.-. INSTALL HEAD SEAL WRB TO HEAD -:::::::::1::::-:::::::::::::::::::::::•:•:•:: ...::: '::-:•::-:::-::-:::•::':::': :•:•::•:::::.. FLASHING FLASHING WITH NON ::::::: ::::'::'::::::: :'::':'::'::::::::. ....... . . .. .. SKINNING BUTYL ••:•:•:•::`:•::::�.. ................. .................. .................. _ SEAL WITH INSTALL EXPANDING SEAL WRB AT JAMBS TO LOW FOAM TAPE PART NO JAMB FLASHING ::::::1 1:=::::-: :: ::� :: •.- PRESSURE 1639042 INSTALLED IN STEPS 3 -��:-�:::1 ................. ................. FOAM SEALER I: �: :.:::::::::::::::: OVER BRICKMOLD AND 4 WITH CONT. BEAD :.: :::� PRIOR TO SETTING OF NON SKINNING :::::::: ::'� ::::::::::::::::::::: HEAD FLASHING ` BUTYL ............... ... ::::.:. :..:::::. ..:,:.: �::::�:: '.'::::.'::.:':::::.:::: NO. DATE ISSU E :# �::: a: :: :� I: ::�::: :: :::: : 1 07.27.10 FOR BID ISSUE 08.13.10 FOR ;:;IT .................. I::: :::::::::::::::::::: ::: ::::::::: 3 09.9.10 E DOOR MB DETAIL LIJI %O ADDITINAL\ ATERIAL IFORMATION 5 09.22.10 REVI B ONON SKINNNG _ AMBS AND ■ -7 _ HEAD USE S UFFICIENT SEALANT FOR SEALANT TO BE Q VISIBLE, TOOL OFF EXCESS 4 e B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 WP-4.02 SCALE: NTS ARCH REF: SCALE: NTS ARCH REF: 7:3 CD SLOPED BUTT JAMB TRIM TO HEAD w u) 0 (I) WEEP AREA PRE MEASURE TRIM W rt W CENTER SECTION INSTALLATION BY SIDER INSTALLATION BY SIDER Q LL 0 SET HEAD TRIM 1/2 ABOVE 2` � INSTALL HORIZONTAL ,},1 BOTTOM SLOPING SURFACE V O I BATTENS TO SUPPORT o OF HEAD TRIM (ON TOP OF ® � PANEL SIDING EDGES AS C� END DAMS) Ct Z 'V APPLY ABS - -����a OCCURS !n L COMPATIBLE w c NON-SKINNING ° \ (n G BUTYL SEALANT ,1:WHERE SILL WILL Ih4) ----_� o ,i ` o ;`) 9 CONTACT FRAMING GLUE TAB AREA BOND WITH S14144%----� 2 : ILY �`DING. .� _ � _. — MANUFACTURER AND v, OF SEALANT FIELD MEASU AND JAMSILL INSTRUCTIONS • ` `— _ ASSEMBLE JAM L � 1 1 PIECES TO FORM ��� + N ONE PIECE SILL SLOPED PRIOR TO WEEP AREA INSTALLING IN OPENING BACK PRIME AND INSTALL i j �` ' SIDING WITH NAIL SPACE FOR 4 ,, ,,.• _ TO DOOR FRAME I AIL CONSTRUCTION} 1 -. DRAWN BY: JL, SH, JR 141 CHECKED BY: CRM ill 4 SCALE: AS NOTED , ,,, I' original sheet size 24 x 36 PROJECT NO: 2 010.P33940DCS SHEET NAME: AA 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 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WALL FRAMING PER WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, STRUCT. EXTERIOR SHEATHING SHEATHING PER STRUCTURAL STRUCT. INSULATION, VAPOR BARRIER INTERIOR FINISH INSULATION, VAPOR BARRIER, VAPOR BARRIER, HARDIE LAP SIDING MATERIALS PER ARCH �� WEATHER RESISTIVE BARRIER; HEAD INTERIOR FINISH / ' FLASHING AND SEAL WITH NON INTERIOR FINISH WEATHERMATE LAP SEAMS AT MATERIALS PER ARCH. WEATHER RESISTIVE BARRIER• LAP SEAMS AT WEATHERMATE PLUS LAP OVER S MATERIALS PER OPENING HEAD © / SKINNING BUTYL EALANT S L z i HEAD FLASHING VERTICAL LEG, W NDOW HEAD SET IN NON KINNING BUTY o ARCH. IFIR/ 9" \ n/ 1 I 9 WEATHERMATE STRAIGHT \ SEAL WITH BUTYL ii r /, FIBER CEMENT PANEL 0/BATTENS WEATHERMATE 9 STRAIGHT FLASHING JAMB FLASHINGS FLASHING TAPE LAPPED 0/ a I . BEYOND , � Z i „ ` li 1 , , I WINDOW NAIL FLANGE o z © 9 WEATHERMATE STRAIGHT / I o a © U . , LAP SIDING W/STARTER JAMB FLASHINGS AT EACH /�pi \ A 24 GA. PRE-FINISHED METAL �- / BAR • ON VERT. BA S / END OF OPENING ik 16" 1= a U �? I G FASTEN 16 OC ti z \ j li HEAD FLASHIN 1I I „ ,uhI, o 24 GA. BAKED ENAMEL METAL o� cc _ / STARTER STRIP / ( I 9 WEATHERMATE STRAIGHT FLASHING LAPPED OVER LAP SIDING W/STARTER >- d- o w , riHEAD FLASHING- FASTEN 16 OC I i i ¢ co i 1 �� I.� � ` ., WINDOW FLANGE o „� u ! ,_ 24 GA. PRE-FINISHED METAL /I' VERTICAL BATTENS W/INSECT SCREEN I I 1 ► STRIP O/VERT. BATTENS > Q o ^ cd j I 16" II A� Ili > r. so Z ! I ! HORIZONTAL BATTEN; REF Al WP 3.00 FOR 24 GA. PRE-FINISHED METAL oc - HEAD FLASHING; FASTEN 16 / WRAP CLOSURE / d- W � , I OC AT BATTENS STRIPS STARTER STRIP ADDITIONAL INFORMATION . HEAD FLASHING FASTEN 16 OC AT o wre 4 III W NN u 4 BATTENS © ® z i i EXTERIOR SHEATHING -- >- \ \1 ‘1 \ I SPF j�L / I Ij ' P WOOD HEAD TRIM PER ARCH FULLY PRIMED 1 SEALANT PER PULTE DESIGN . •� / . - o ,g �1 I XX I �I� I - RCH PRIME : oo cn u I PRE PRIMED SPF TRIM PER A ... I-OVER HORIZONTAL BATTENS FASTEN WITH 2 I• 24 GA. PRE-FINISHED HEAD FLASHING• /x � ) /, STANDARD ( I t ,, u 16d HOT DIPPED GALV NAILS W/FINISH HEADS @ j ilklri . 111 I I!,� FASTEN 16"OC �! CUT ENDS IN FIELD FASTEN W/16d HOT z r f�'Ill - ,I � SH HEAD 16 OC SET SEAL AND PAINT PER AR H. I I I DIPPED GALV NAILS W/FINI c I� 1 i LJ PRE PRIMED SPF TRIM PER ARCH PRIME CUT ENDS IN ... r i op -� EXPANDING FOAM TAPE BELOW N I • 16 OC, SET, SEAL,AND PAINT PER m I A AILS W FINISH FIELD FASTENW/ 16dHOTDIPPEDG GALV / I� ■ INSECT SCREEN CLOSURE WRAP _:_::.:., ! � ■ �� � - . /• FLASHING. PART NO. 1639042 I ARCH. 4 ....olr I HEAD 16 OC SET SEAL AND PAINT PER ARCH. EXPANDING FOAM TAPE BELOW I \' 'A L /, .� i , ��� EXTEND BATTENS BEHIND TRIM IHWIAmi■ FLASHING. PART NO 1639042 _ I 111 'I 1 EXPANDING FOAM TAPE BELOW FLASHING. PART NO '' PROVIDE INSECT SCREEN WRAP :' DOOR FRAME WITH INTEGRAL Ito�.�..,.,. �Id 1639042 CLOSURE 4 ..,„ SEAL AT SPLICES BRICK MOLD PER ARCH. rail! • FULLY PRIMED J" ,',� �� AND AT END DAMS EXPANDING FOAM TAPE; PART N�. WOOD STOP PER Ili 4 24 GA. PRE-FINISHED HEAD FLASHING; W/1 PART 1639042 FASTEN 16 OC ARCH. LOW PRESSURE SPRRAY 11 POLYURETHANE SIKA LASTOMER 511 BUTYL A A p� EALANT SWING DOOR FOAM SEALER /5\ DOOR&TRACK SIKH LASTOMER 511 BUTYL © LOW PRESSURE SPRAY , I PER ARCH SEALANT BEHIND NAIL FIN FOAM SEALER 5 ` 4" VINYL WINDOW Al),' INTERIOR COMPONENTS I PER ARCH. 110° SPLICE ONLY @ 4" REFERENCE Al WP-4.02 FOR ■ RUNS > 10 FEET A. DEFERENCE Al WP-4.02 FOR REFERENCE Al WP-4.02 FOR HEAD ADDITIONAL HEAD FLASHING 11Oil ADDITIONAL HEAD FLASHING FLASHING SPLICE - INFORMATION INFORMATION M I _ CUT HEM BACK AT JOINT TO ENSURE - e ,� e c"�Id' ,7, TIGHT FIT GARAGE DOOR HEAD 5 = A4 SWING DOOR HEAD 7 A3 A2 FIBf_R CEMENT PANEL SIDING HEAD Al LAP SIDING HEAD y, s 1 WP-4.03 SCALE: 3"=1-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: © 5 VINYL WINDOW PER ARCH 4 A SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC• DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH BETWEEN WOOD TRIM BRICK MOLD PER ARCH. HEADS @ 16 OC,SET, SEAL AND PAINT 4 PER ARCH. JV/NAIL SPACE TO BATTEN A SCHEDULED GARAGE WINDOW FRAME SPF TRIM PER ARCH FASTEN WITH 16d „ 4"WEATHERMATE HOT DIPPED GALV NAILS W/FINISH DOOR&TRACK 4 WEATHERMATE STRAIGHT HEADS 16"OC, SET, SEAL AND PAINT F C VER NAIL FIN AND STRAIGHT FLASHING @ ' LASHING ) BATTEN PER ARCH. WRB WEATHERMATE PLUS - 2 x 4 TRIM PER ARCH 5 4 UP TO NAIL FIN 9 WEATHERMATE JAMB NAIL WIDTH SPACE BETWEEN FLASHINGS REF A4/WP 4.01 4 TRIM AND WINDOW FRAME FIBER CEMENT PANEL INSTALL WITH „ 9 WEATHERMATE NAIL SPACE T O W INDOW TRIM STRAIGHT FLASHING VINYL WINDOW `::'•'J 2 x 6 WALL FRAMING PER STRUCT. FIBER CEMENT PANEL INSTALL SIDING WITH NAIL SPACE TO DOOR i _........_ I FRAME © e �� BATTEN 9"STRAIGHT FLASHING AT JAMB „ WEATHERMATE PLUS - CONTINUOUS BEAD OF WEATHERMATE �� " 9 STRAIGHT FLASHING OVERLAP 9 WEATHERMAT_STRAIGHT �=L�^� ONTO SHEATHING NON SKINNING BUTYL FLASHING ■�v �� I SEALANT © 1 ' © WEATHERMATE PLUS WEATHER '1 , YeT • SPF JAMB TRIM PER ARCH _ _ ` V'�"�"M"ire'�a. . ��, RESISTIVE BARRIER SIKH LASTOMER 511 BUTYL � ;;.: © �� ii EXTEND WRB TO JAMB NAIL SEALANT BEHIND NAIL FIN 1 1 I ---- -------- ___ , , - FLANGE 5 -•---1•------- M/AYM����A%AID._/A/.i:w A 1 �� 9 WEATHERMATE JAMB �� �.• � AY NO DATE ISSUE SPF WOOD TRIM PER ARCH - A / I I FLASHINGS REF A3/WP -'-'-'-� 7 ! !� ! 4.01 J= 111111;1 '- ` 4 / DOW GREAT STUFF PRO LOW • SIKA LASTOMER 511 BUTYL mlis-II SEALANT BEHIND NAIL FIN 5 S ING W 2 08.13.10 FOR PERMIT vws � WINDOW MANUFACTURER DOOR 1?11 I DOW GREAT STUFF PRO LOW 3 09.9.10 REVISION i WEATHER MATE PLUS SEAL ONTO JAMB FLASHING PRESSURE SPRAY FOAM SEALER WITH NON SKINNING BUTYL i FORMULATED FOR WINDOW j PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT INSTALLATIO NS AND APPROVED BY WALL FRAMING PER PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 4 09.14.10 REVISION AWINDOW MANUFACTURER STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER VAPOR BARRIER, .2 .1 5 09 3 0 REVISION STRUCT. INSULATION,PER PLAN INSTALL WITH NAIL ' INTERIOR FINISH SPACE TO WOOD DOOR JAMB VAPOR BARRIER, MATERIALS PER ARCH. PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT © INTERIOR FINISH WALL FRAMING AND SHEATHING 6 10.07.10 REVISION MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 NOTE BATTENS INDICATED BEHIND /5\ BARRIER, INTERIOR FINISH FOR ADDITIONAL INFORMATION TRIM TYPICAL MAT IALS PER ARCH. B4 GARAGE JAMB DETAIL B3 SWING DOOR JAMB B2 FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB e e WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: CU DOOR DOW SILL PAN @ CORNERS CUT BACK THRESHOLD DAM AS NECESSARY TO FIT UNDER WINDOW PER ARCH W � O � 1/2 THRESHOLD SET CORNER IN FULL BED TOE BEAD OF NON SKINNING FASTEN FLANGE PER > WIDTH 1/2"X 1!2„ BUTYL 4 MANUFACTURERS w W OF NON SKINNING BUTYL SEALANT 24 GA. ��, K %2" BACK ANGLE VINYL WINDOW PER ARCH. INSTRUCTIONS Et 2 L' ce 0 0 �J,SBACK SLIDING DOOR THRESHOLD; SET IN � JAMSILL SILL PAN W/END DAMS 0 to Ln ANGL- TOE BEAD OF SEALANT BEAD OF SILICONE SEALANT SET WINDOW IN TOE BEAD OF M FASATAN SK 30 MIL BUTYL NON SKINNING BUTYL SEALANT r i FASATAN SK BUTYL BACKED EPDM W Z CO Air BACKED EPDM PAN FLASHING W ���► #1295030 SILL SEALER EXTEND TO JAMSILL, SET IN BUTYL SEALANT C SILL PAN, INSTALL PER C4 O 0) --- -- PER C4/WP 4.01 /WP4.00 0R C3/C4 WP 4.01 G BAS ., ., E OF TRIM © V I e •F - �:;� 4 FOR JAMSILL ALTERNATE, SET JAMSILL IN 1 a c I DOOR THRESHOLD 4 - :,_, BED OF ABS COMPATIBLE NON SKINNING !� - G •` Ti BUTYL �' - '-I aaa��� SPF TRIM PER ARCH FASTEN WITH 16d HOT kkiri�4i• �^ SEE ALSO INSTALLATION 1■ k •����������� _ ���' v J (f) 1/4"X 1/4" KERF CUT AT 4"OC �; �∎���`���•∎ " SEQUENCE SHEET WP 4.02 .i� , I■I I \ DIPPED GALV NAILS W/FINISH HEADS @ 16 OC, I _ .� SPF TRIM PER ARCH FASTEN WITH 16d HOT DIPPED r . ,- j%i' `\ SET, SEAL AND PAINT PER ARCH. POSITION TRIM 1 I GALV NAILS W/FINISH HEADS @ 16"OC,SET, SEAL AND r [ „ II, I W/NAIL SPACE TO WINDOW FRAME AND SIDING / PAINT PER ARCH. POSITION TRIM WITH NAIL SPACE TO ( di A �. 1/4 X 1/4 KERF CUT AT 4 OC �� 4 BEVEL TOP EDGE WHERE PROUD OF WINDOW SPF TRIM RIPPED FROM 2X MATERIAL FASTEN W/16 d Ni �' 1 _/h`1' WINDOW FRAME, BEVEL TOP EDGE WHERE PROUD OF NAILS @16"OC BARK SIDE OUT, BEVEL EXPOSED �,1 ` Al S „ •� 2 X 6 SPF TRIM PER ARCH I I ' FRAME, PRIME ALL CUT EDGES i)ii WINDOW FRAME, PRIME ALL CUT EDGES S @ 0 �■ ,: • 1 MIN -� mini / 0 CORNER AND INSTALL WITH MODERATE CONTACT TO �■ _!k III \ HORIZONTAL BATTEN, PROVIDE SOLID BLOCKING OR --. �: 4 'I STRAP AT PANEL EDGES IF NOT PROVIDED BY ( �� is THRESHOLD, BACK PRIME ALL CUT EDGES �, . I 4 �� I I , SILL FLASHING WRAP FROM b'; ; ": s STRUCTURAL FRAMING REF Al /WP 3.00 FOR FOR 24 GA. PRE-FINISHED METAL `: / SIS 46 x 2/2 POWERS SPIKE Z Jr III ADDITIONAL INFORMATION WEATHERMATE PLUS WEATHER RESISTIVE „ 6 O.C. STAGGERED;@ , BARRIER 12 TAR ET TAPPLED NDER FLASHING FASTEN 16 OC `■! ' � _ I, / .-- - co NSTRUCTION s� FASTEN INTO PRE-DRILLED �r oo I SILL PAN LOWER LEG/ I WEATHERMATE PLUS WRB TUCKED 444 I $I a � HOLES II LAP SIDING . � I�I UNDER SILL FLASHING TARGET W/NAIL SPACE BEWEEN 4 4 TRIM AND SIDING ` a 1/I e NG / ILL / . N I/I EXTERIOR SHEATHING / BATTENS DRAWN BY: JL, SH, JR lit 9"WEATHERMATE STRAIGHT / Q f ISILL FLASHING WRAP FROM WEATHERMATE PLUS /5 FLASHING COORDINATE o 1 / WEATHER RESISTIVE BARRIER 12"TARGET STAPPLED WEATHERMATE PLUS WRB TUCKED UNDER CHECKED BY: CRM•----- A LOCATION WITH STRUCTURAL I 4 I / UNDER SILL PAN LOWER LEG -■■ SILL FLASHING TARGET SCALE: AS NOTED o FASTENING WALL 4 EXTERIOR SHEATHING �i� /5\ ii � _ I FRAMING 4 • . j O BATTENS **.7 4 24 GA. PRE-FINISHED METAL I / 4 FLASHING FASTEN 16 OC AND © original sheet size 24 x 36 o i SHEATHING \ ` / , ,, / FIBER CEMENT PANEL 2 I , 1 . PER STRUCT. 1 WALL FRAMING AND SHEATHING A I INSULATION, PROJECT NO: 10.P 940DCS ' VAPOR CONCRETE PER STRUCTURAL PER STRUCT. INSULATION,VAPOR 2 0 P33940DCS BARRIER, INTERIOR FINISH I BARRIER,JOISTS&HANGERS , INTERIOR MATERIALS PER ARCH. NOTE: TYPICAL TRIM MATERIALS SHEET NAME: AND LEDGER PER STRUCT. REVISED TO INDICATE 5/4 NOMINAL FINISH WINDOW WP DETAILS WEATHER RESISTIVE BARRIER THICKNESS MATERIAL PER PULTE MATERIALS LAP SIDING 0/VERT. BATTENS ��� PER ARCH. SHEET NO: DECK DOOR THRESHOLD SWING DOOR THRESHOLD FIBER CEMENT PANEL SIDING SILL AP SIDING SILL C4 C3 C2 Cl C1 WP-4.03 SCALE: 3"=11-0" ARCH REF: v v P 4.03 WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: 1 ' \ \ S 2" MAX 12"O.C. W.- \ 0 APS . • . . . . . . • EA4D I°.'- \\ ----- . • - . .• . • .• • .. oz UNDERLAYMENT AND • • • • :.• • ••.....• ... •• • • :• . 0 .• - C2e 1 iz , a SHINGLES NOT ----4.\ -"•:-••:••••••••••••••••.:••••••••••••••••••••:•ff,•:•:-.::::::::-•:-: ::Zn•:::•::::: :::•:::•:•:•:::::::•::::::itgi•ii:i:ipli: g .:•; .:..::i.,iH:.::::... 151.16" Lll 1--•SHOWN FOR CLARITY .'''''::.'::::':!:!::::•gl•Mft::•.••:::1:::.:::::::::::::::...:::::::: :i:::::?:::::;::E::::::::g,i,i::::::::: i ::: ,;:. :: :.,:..: .... • 44, •• - •••••• •••••• •••••••"•••.•• ••••••_...„•••..........••_........... . ••........... ... . .... ............................... .. .......i........7:.::.::.::.::.:i;77...;i7:: ::..i..;i::i:.i:.::.::::::.i;:.::..:: :..7!..,:..,..i.l.:.!.:!:.!.t:.,,•i:::,..::,.:•.:,..:::i: :.,:.i.:ii.,:i''.i:::: .;:i.:..i.i:iiimiiiiii::.. 0 2 •••••••••-•-• -••••••••••••••••••••.----...............-.................-....-........---,...-.••••••.............. ............................. . . . . 1- cp 24" 0}1 .. • . .. . ..• - . . • . L . 2 ..' •. .. .. . . .. . . .. . . , . . • . • • __ a "-------- a L7lja< : 0 u E - 0 a ......- FLANGE OPEN WELL L).0 _..... OF RAKE METAL >am.. .. .. .. .. .. .. . ..,..,,....;......,,„.„..:„.:... 1...... ce - . . ... .. .. .. .. • ., .. ... .. .. ... .. ....,.,.....;,..........,,,,....„,.. >:'cj% qi ii; r 6 ..,.•...,.......,......7.,..-.•.,•••••:,• _ .. .. .. .. -.. .••• •• ••.....,..„.,..„..:. z • . . •• •• • •• ... ..•.:.....•.;,.,.• • a a • •• - - ..- „ .•-•---- --,--- ..,-.. ...............••••,.......••••.-.........,......................••••••••••.........••••—•••-•••••• •••••••••••.....•...•••.•.-••••••.•-•••••••••••••••.........•••—••••.•-••••••-•,...••• •.•.••.•......„.••••••....... - - .... .... .,-.'...... ......... . . , , ......,.....„. . •" "• '. .. .''•- •• .- "• •••••1-•:,::.::::-',:::•-:•.,...':" FLANGE OF SLOPE > I. ,Z, 2 ,c4 EAVE"D"DRIP . ..- • . . .. • .:... .:• .. '......'.."............:..........‘: ii..:.•........ ....°. ..:::. . ..: .. • w -- LIJ '41 I' 2 LU V . . . • . • Z •••••••.........-.•••••••.•••••••............•••••.............,••••••••••••••••••••••,..............-.........,.................................,............. ••••••.....,...,..•........... ....„.............................••••... .. ......„........ 111111.1111 . . .. • . . . . . . . .............................................................................................................................„. ............................„............. .....„,..... ............................ -i _j .4, 1 LLI ''...'....'..... .- '• .•. . .....'...•.. •• ••- .- ......,..-...:::-.....:..,...::..,..,.., r t"-4 :=;,- • . . • • . • . . . . . A r.'1. (±) -.-.,..-.......••• ••••-:-.-.-..-.,..-.--.-:-.-.--..-.7•• ••• •-..,.......,,,,,,...,:•:.::.;:.,:•:•.....-. ,— c N . .. . . . . • . Nossim . . • • . . . ,.:,.i.:::::'':•:-::':::::'Nfk . . ........ ... .........--- . . • • • SELF ADHERED MEMBRANE . •:::::::::::::::::iii::::i::.!::.ii.ii::::•:i:::::::::::::::::::::::::::::::::::::::::wm.::::::::::::::::::::::::::::::::::::::::::::::::::::•:•:::::::::.;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i:::i::::::::::::::i:i:i:i::::::::::MS,"::. i::iiiiiiiiiiiiii::::::::::ioxiiiii:iiiiiii:i,imii--:-;:::::::: :::-.,..(- %.'-''''''••• . • . • . . . . . . .. .::::::. co v) • • •, t.9 OVER FLANGE OF EAVE ...............................• ...........................................................................................................................•••••••••••• .................w.............................................................,..................„. . ........................... ............................................................•••••••••••••••••••••••••••••••••••••••••••••••••••••.••••••••••• .................................................................................. 1" . . . •• • • • .•. ... : . . •• . . • . . • . . • :F. ,... Ce z........................ .........................................................................................................................................................................,............... . . . . ••• -- Fli ..... -.'"-.•-:••.-.. .-:- -..--'.-::-.-:-.•.-.--,-.--.-.:::.:....-.-..- .'.. .-.. .. ,..:::;,...,..,..::,...:,..,.,......, AND RAKE METAL d . • . . : • . . . ... . . . . • •• . • • . . . ...... • ..... .... ••• ... -...„..........:::•'•'•'•-•.--117 1.1111.1.111.11111iiiiii:iiiiiiiiiIiiiiiiiiiilliiiiiiiiiiliiiiiinSiiiii$iiiiiiiiiiigiiiiiiiiipiliggelliggliiiiiiiiiiiiiiREMaiiiMAts... • • • • . . . . .. . . . • . • c0 . . . . .• . . . .•• • . . •. .....--■ . •,• ••0 ••• • • • -.-• . ' .Q. ' ..•.:-•..... .. .... .. • .• .. .0.• ., .. ... ... .. ... . . •. .• . . . . .......-.....,,,,,,:::::::::,,,:::,,,,,,... .........:_:......... . . . . . . ........,.................,..... ..........„................ PLASTIC-HED CAP NAILS BY • . . . . . . . .• • . • li. . . . • • . . .• - .„:.:„.• MAZE OR EQUAL ...... .. <> * .. .. - ' . --—-------••.••.•;....•.•.....• .-. .. .... ... ... ... ... .;. . ..;, ..,„\ii .,....... Amigiiii„... ..eelow kil0110\ --------- . .. , . .. . . • . • .. .. . . . . . .. . . . • . . .. ..•.. ---.... -,:::..-::::..,••••-•---- .-.....-...•-...-...-...-.-.-.-.-.-.y.-;.-.•.-...s........ ... ... .,• ........•.:,.......;.. .....„.....:..i.., . L. ... . . ! ••• •- •• ••-,..,•...-.7.-,•...-........-•-•..•..-..•...-.••••••.-.-.-.7. .. .. ... .. .. .. . . . .,....%.......,,... .. •••• ..,../...p.LA... Ss,J.I.C...-..H..E. D..C...A.R•N.A. IL. S. .,.. .-..... . .. .... • •. „.....,..... ,.. .. ... ... .. .. .. ......,..,_..,..,..... ... _ L.,..,..,.,... . .. .. .. . • - •-•-•-•••••••,•.•.:••.-...-...-..-••• •••'• ••••, -.•,..•-•-..-.-.-...-.•..-.....'. - -• .-,•.,-,-...,....,-.....-......._•...-,...-,....-.,.•,..-. .. ,.,... . . . .. .. .. ... .. .. .. . ...,,..,,,,,... , .. .. .. .. • • • • . . ' - " - "." ------ ••••••••••-• •••••••••.• , ..........___,. 1 ASTM D 4869 TYPE III .. . .. • . • •" •- -- --;;;;;,...••.............. .. .•...-.... •...-.,•,•••,•,•.•,..-..,........,..........••_. ... ,... ,.. .........2, ... .. . . . . . . •••••-•:.•••• -.:-••.-.-.-.-.-.-.-.•-...',-..... ...........,....,-...,-....-..•..„ ... ..,,...........-...,...,...,............ UNDERLAYMENT . . • . .-.••••••••,•,-...•............••..,-,-.,.,,•,....-.-,,-.-._.••...•••.-.7.-.••.-...... .... ... ... ..• •..• ••,• •,• .,..;,,.,.,..,..... •-•" ---." ••", "••••• •" ••....,•,..,•,....,....,-...-,-..,,,..,..., ... ... , _ .: . . . . .. . ---••-•••,-- • •.%••-•• ••• -----.-. .. .....• ••••--.- ...-..-.-..,_ _..----.-.7.•. .-.. .. ;,- -• •-• •-• -•-• ' - •• ••• "• •••• •:•••.•,•••.--------.-.-.-.-.- •••• --••• ••• .-_-_-.... ._ .• -...-•.- N <> U N RAKE GUTTER FLANGE ----'-.-,-.-...--,-.--..--.'.-.-.-.':.-.::.-.•:..-............:,:.:....,. . , .. , , : ..... •••-•• - ' ••• ••' ••'••-••-• •-• •-.•-•' -:.--..••-••••••••'•'; •'•••••'•••,•;•r-,-.•.••.•:....,•,•,-.•,•;.....-...:.•.:.,.:.-...,........ 102"STARTER D 48u6STRIP PR TYPE AFI yli AmSF EET NMI_TT ALT: IF STAPLES AASpIpMR g\41:16)9A7 EA III .. .. .... • • •. • .s•. ..,. .•. • .. , • . ..., •.,...... • •.•........... 39 3/8' -'.. .". "" - •••• •••••••••;;;;;; 1•'•••••---'.-..•.-.-...-.... ......................................,...,, ,....'...-.•.....-----.•.-...-. .. .. ... ... ... ... •••• • ,. ...,,.....,....,..,.. . . ,. .,...„.. SUBSTITUTED FOR .. .. .. .. ... ... . ..... , ; ,, .. ,.. .. .. ... .. .. . , CAP NAILS IMEDIATE HEAVY DUTY BY IKO ...: : .. .:... .. .• •....,. ... ... . .. . ,.. . . • .. . . .. :... • .-... • • • . ;.-.;•.-.-.-.-,-.......... .:....,..................................... ... ... .. .. .. ..... . .. .. .. , SHINGLE . • . . . . •. • .. ... .. .. ........ ,.. .. . . • •_•• ••• •• " • •,... .. .._ ••-••-•- •,-....,.....,_ ...-•-, • • • . . ••• •'••••••••••••'•' ;•' •-• •:-.....-;.• ;............................,.,,..,..... '...- --:".•-•:-.......'''''''..... . .."; .."-.-••••••••••••'••••••••-•-•'•'•••'•••••'•••••'•••••-•••• •,-..•,-...,- -,-...,-,....-,.. sDaETDCH DOES ESANNRSOEUTNR HAVE VOIDS T D E C KOR I S PPORTED • . . . ., •• • • • • . , • ' .•,-.........-.-....-...- .,....... ..„.. • • • • • - • • .. • ' . .•• .. U • CLEAN &:RD°ERDAY GUTTER W/SPIKE& • . . . .. • . V\ FERRULE ATTACHMENT I N S T A L LBAET RI OENcpu Hi RAEL DL A .. PLAN VIEW Al COD UNDERLAYMENT LAPPING WP-5.00 A4 EAVE& RAKE CORNER WP-5.00 SCALE: 3"=V-0" ARCH REF: G PATTERN WP-5.00 SCALE: 3"=V-0" ARCH REF: SCALE: TARFACSHTREENFIN: , AUNDERLAYMENT ---......._ FASTEN PER MNFR'S ....- ,-... -. .,..... ,.... ...z.....,,... REQUIREMENTS ., 4 AA‘V* -..-1 3/8"0 1-4- F-11 40-7/8" 1 ..-- -- ,-- ..-. _......illf .0,. .1. A I FA ••••:.:.''... ,i1)111r : A fi wkk‘N — ,„,, ‘.\‘‘ ‘ „. \x* EXISTING EXTERIOR SHEATHING i I i 1 1 ....... ...- Y.o f A SOorn,„ A 1 If■■■• DOUBLE HOT DIPPED ------ if. 'ilciti e,'" `-v•\i t„, ....---- Oil; ,)/0 Ali GALV., MIN. 12 GA; GE ;103"TFHRS°IDMEESD) 73. 8 1y2- =1" FROM EDGE r (BOTH SIDES) 13-3/4" .,,,,,,.... ,,,,„„„;:.:.:, ',::•,,:•• •.•:.,_,.: ::•. MEM- ., ,.. ,..„:. .•.. ._ ,.. ,....: ,,........ ........ ...... NO. DATE ISSUE , . MUST PENETRATE 1 07.27.10 FOR BID -\,,.„. \io COMPLETELY THROUGH DECKING MIN. 1/4" / /ROOF SHEFAATSHTIENNG ,Z\ 08.13.10 FOR PERMIT STANDARD GALVANIZED / <\\\ / / REQUIREMENTS / , NAIL 1 / I / 1' / , ERNMTSNFR'S UNDERLAYMENT VERTICAL OVERLAPS MIN. 3 09.23.10 REVISION I CAMBRIDGE 30 AR Vek 500mm EACH SIDE @ VAG:LEsY Atiork... ..o.. ...... , 011\1110 --- , Afigr ■iiilk...........z. -... . SHINGLES BY IKO SEAL SHINGLES W/ SPs- --- ROOFING PLASTIC Vi■• , *NOTE: 4. 110144k -..... i TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: CEMENT PER MNFR , `Vithnik ..z...."---,......,...... ..„, .....-' .%............0fir #12 SMOOTH 1-1/2" NAIL IN 7/16"OSB PANEL AVGERAGE SHINGLES SHALL BE FAST:::1■81ENDOWC/L(04)SNEARILTSH.APNLA1C.FERNOP■mILS AS INDICATED, Lf;::?::•:& j A, CAPACITY PER NAIL=29 LBS 1111*\ ....... ......, ...0.• , viribl1/4....-00 EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; (4) NAILS PER SHINGLE X 29 LBS/NAIL= 116 LBS/SHINGLE B1 NOT USED ECD B3 WP-5.00 -a SHINGLE FASTENING PATTERN AT FIELD OF ROOF WP-5.00 R3 WP-5.00 SCALE: 3"=V-0" ARCH REF: RINEGF:@ RIDGE&VALLEY LLI Cf) c eo ,a)> SCALE: TARLACPHP SCALE: 3"--I-0" ARCH REF: LI-I 1.1-1 10" ce 2 N .,,, ct ....... _c, o .-- RAKE ... 111171.......,.....:.,,,,..„....83...A,‘:"..: ......„..P.. .. 1 ce I , , • 0.-- 1 0- Lili z _ 11.1 ca .v.„....„ ...........: ............ ............. 10"1 --0-1 3/8"0 H F-4 40-7/8" 1 \ / • NOTE: SUBSEQUENT SHINGLES NOT , •,•-•.., ,-,.---:,,.,,..„.. ..r„...„.i..:::.,„..,.....,A.,. 2 4 (/) 0 , c D I— co ....... I I _..... 111.- • -,..: ..,-• „--- ,,' ,--' ..''.,-. ..!.,..,;:--,.- ,... ,.., - • - Cin ANULAR RING SHANK., (1) ,. SHOWN FOR CLARITY 5:- MIN. 11 GA; --.13" FROM EDGE 7:2 (BOTH SIDES) / \ / ------ ------ •----• r0PrO. :VZ Ar- A: ,, 4... 5:: ., I" 73., ,, ,8 , • .1" FROM EDGE ..- , r- (BOTH SIDES) FULL-WIDTH v 1" MIN. 4 1 i- FOR . 7 „.„. SHINGLE 13-3/4" 7 • ....... ...... ....... ...... ....... 0 STRAIGHT, GOOD C.) UNDERDRIVEN: C) OVERDRIVEN: TOO DEEP, C) CONSTRUCTION) .. ''• . ,.... , ,,....„ ,„„d..„..,„... „.,„,. .,.........,...... 1......... ,........... ............. ......,„ ..,..„,. „....„. „„,.. ._„ .„.....„ ,„..,...„ ...,......... ..,.....,... „.„...... .4„.. „.......,..... ..........„ e. .......1 ,........... ...,......: ............ ...,....... .........:. ....,„._, ........._. ,._„..... _,........: ,..,...... ........... ,........... ,..........,k ., - m PWENITPEHRTOSRAHPEITNRIOGLN AND FLUSH INADEQUATE DECK INADEQUATE :E V.„ ANNULAR RING SHANK NAIL LYE DRIVEN SURFACE IMCUPRTSOPINETROLYSHDIRNIGVLEEN / / [ EAVE FOR EXPOSED EAVE / PERIMETER 1 I / I / PENETRATION NOTE: ANCHORAGE DRAWN CHECKED R A W N BYBY:: j I-'CSRHM1 j R isSCALE: AS NOTED ..} I MIN F FASTENERS T1 E2 NGEAR.S\NS/HMAI SHALL HEAD ADDO DIAMETER U BLEH HOT DIPPED aPi.E.Ds HGAANLKV. NAILS TO BE ANNULAR CAMBRIDGE 30 AR SHINGLES BY IKO SEAL SHINGLES W/ RING SHANK W/BARBS ROOFING PLASTIC TMHURSOTUHGAHVEDSECUKFFINICGIEmNITN-1L,ENFOGTUHR T(40)NPAENILESTPRAERTE SHINGLE original sheet size 24 x 36 *NOTE: - CEMENT PER MNFR TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: •••• \ i • • •••• NOTE: UNDERLAYMENT NOT #11 ANULAR RING SHANK 1"NAIL IN 7/16"T-111 PANEL SHINGLES SHALL BE FA,:::;;;EN8,ENDOWC/L(06)SNEARILTSH.APNLAFERNOAMILS AS INDICATED, *?:,',[7•MV-----1 SHOWN FOR CLARITY _ AVGERAGE CAPACITY PER NAIL=27 LBS \ / PSRHOEEJETCNTANMOE:: 2010.P33940DCS ROOFING WP DETAILS EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; (6)NAILS PER SHINGLE X 27 LBS/NAIL= 162 LBS/SHINGLE SHEET NO: NAIL v\IF I FIELD vsWEENEE DFC0G3REI SHINGLE NAIL PATTERN CD wP 5.00 C2 ASPHALT SHINGLE PATTERN C3 SHINGLE NAILING OVER EXPOSED EAVES WP-5.00 WP-5.00 TYPICAL PA I SCALE:L3 i FASTENER.E. NAERRC APPLICATION PRPELFI C.. AT I 0 N WP-5.00 SCALE: 3"=V-0" ARCH REF: SCALE: 3"=I-0" ARCH REF: LEAD CAP OR OPTIONAL LEAD PIPE 24" MIN. 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR FLASHING TURNED DOWN PLUMBING VENT PIPE INTO SOIL STACK 1" „ H USE PRE-FORMED RIDGE SHINGLES FROM MANUF. FASTEN METAL W/#10 X 1 PANCAKE _ _ _ (SOIL STACK) -- - - -(DO NOT BLOCK I.D. OF PIPE) HEAD TYPE'A'SCREWS, MIN. 12"O.C. C) I I DOUBLE HOT DIPPED PIPE PENETRATION; INTO PRE-PUNCHED%2"OVAL HOLES .. .:-.: .. .. .. . z EXTEND METAL FLASHING GALVANIZED NAILS z SET BASE IN MASTIC ,�.i•i �� _ � o LAP VALLEY METAL 8 MIN.& BEYOND PENETRATION 4" ON UNDERLAYMENT � o- .. a FASTEN ONLY THE BOTTOM O : _ 1 (TYP.)IN ALL DIRECTIONS :. SET IN TWO BEADS INSTALL RIDGE SHINGLES TO SELF-SEAL ' SELF ADHESIVE MEMBRANE LEU _, . LAPPED VALLEY METAL.SEE 1 I POLYURETHANE SEALANT WITH UNDERLAYING RIDGE SHINGLE- - -\ ��� VALLEY METAL SECTIO , B4 P - SOLDERED ° A. ..\- . . . r \. ': : BACKER PLATE SOLDE 5.02 = i OR SEALED TO RIDGE F o 1 ^ " A I I z METAL VALLEY FLASHING W/ FLASHING TO CLOSE GAP. o UNDERLAYMENT TO EXTEND ...,, ...., . . UNDERLAYMENT; � . .._. cn -co � COMPOSITION ti_... CENTER RIDGE O ASPHALT SHINGLES ONTO VALLEY METAL FLASHING ' y+r, vim LAP EACH ROtJF PLANE o SEAL PIN HOLE �: �- ° w = / .. &SEALED W/MASTIC ° N Nr LAYER OVER RIDGE - ® o ,� u :. /�C \ / FULL SHEET OF SELF-ADHERED ; YMENT*, A CHAMEMBRANE OF SHAKE FELT IN P OF STEP u.1 ui '� ,o �-. oc • `� DOWN THE ROOF SLOPE I t I VALLEY ` FLASHING w J N c°v v 8 Q a SHINGLES MIN 7 FROM o LI O u7 w .. - I N W `' co v� �-- r :. ,� _ ;, \ COUNTERFLASH G / ,:,.-.f CENTER OF VALLEY METAL, �; i II 1CLIPPED OFF SHINGLE ��G CLOSED END RIVETS CORNER @ 45 �� A IV\COUNTERFLASH LEAD METAL FLASHING; VALLEY EDGE IN MASTIC Q COUNTRFLASH WITH 4" ''l :: : . . .. / SECURE PER MNFR. -a STRIP OF SAM BONDED PREFABRICATED SET IN FULL ` r STARTER SHINGLE TO BE EVEN -111. \ TO SUBSTRATE FLASHING COLLAR; � - •.� � � -' � • W/IT'MTL EAVE FLASHING PLYWOOD � SEAL PIPE TO BED OF MASTIC FLANGE CONNECTION 3 i ■w ■ . PREFABRICATED r` W.Whill* \ METAL FLASHING iøW C� PIPE PENETRATION NOTE: STORM COLLAR WHERE VALLEY MTL IS 1 I HIP FASTENING SIMILAR 4 ASPHALT SHINGLES 110.ASOS* . I � J UNDERLAYMENT NAILED, STRIP EDGES W/ 11.■ ♦ ®U® ®� ® ® ' MIN.4 STRIP OF S.A.M. \ CUT OFF SHINGLES AT AN OR WEBBING&MASTIC; ANGLE FROM EACH TAB 1 I i .—. I DO NOT NAIL WITHIN 6" METAL FLASHING WITH �. //� OF CENTERLINE. STORM COLLAR ,-• -� 4.. ........?..... //� SEAL FLANGE TO CUTTING RIDGE SHINGLES • _ UNDERLAYMENT W/ FROM 3-TAB SHINGLES SELF-ADHERED MEMBRANE RIDGE- Al RIDGE MEETS UPPER WALL SOIL STACK PENETRATION OPEN VALLEY FLASHING A2 RID�E NON VENTED A4 A3 WP-5.02 I SCALE: 3"=V-0" ARCH REF: WP-5.02 SCALE: 3"=V-0" ARCH REF: WP-5.02 SCALE: 3"=V-0" ARCH REF: WP-5.02 SCALE: 3"=11-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER OSB ROOF SHEATHING VENT PER ARCH; ROOF VENT; DOUBLE HOT DIPPED SET BASE IN MASTIC 1104 GALVANIZED ROOFING NAILS FASTEN THROUGH UPSLOPE :.::. : . METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE( BLIND-NAIL )TO SECURE VENT EDGE UNDER END TO CREATE �..... TIGHT CONNECTION . PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS W.R.B.TO LAP O/ © �.. � . -.. ... .0 1 :.. FLASHINGS MIN.2" TRUSS TAILS y. . CONTINUE 4 :. : :.... UPSLOPE W/STEP FLASHING 4 SINGLE LAYER OF y UNDERLAYMENT d.\ . . . #0. , . TOP LAPPED VALLEY METAL - " 4V ■ SECURE TOP LAPPED VALLEY TWO I ` 2' 500mm STARTER STRIP : BEADS OF POLYURETHANE I %,, �� SEALANT \ 44S. I- ,: .�y2"MIN. °'''� ` :: . . `� ''p'''oi FASTEN ONLY THOUGH THE I DOUBLE HOT I ``�:, 4 ;: �� DO NOT NAIL EXPOSED BOTTOM LAPPED VALLEY METAL. DIPPED ,4,., �� I J�:A :� S '% LE NO. DATE ISSUE i <OA SPIKE&FERRU SURFACE GALVANIZED � F ' 1 ATTACHMENT BOTTOM LAPPED VALLEY METAL ._••- l'., "- ROOFING NAIL o 6 MIN. �`;. ��,... 1 07.27.10 FOR BID UNDERLAYMENT `• •iii/i• ._. $„ yN �. 2 08.13.10 FOR PERMIT , �; SIDING OVER SHEATHING UNDERLAYMENT '� °,.-� _ 09.23.10 REVISION LOCK SEAM -= POLYURETHANE �� SEALANT 26 GA. GUTTER 4411b. . ... .. . .. . .• . TYP. EXTERIOR WALL WITH FULLY SOLDERED =� CLADDING KICK-OUT FLASHING .' Mil NOTE: APRON FLASHING TO BE COMPOSITION COUNTERFLASHED 3"MIN W/W.R.B. ASPHALT SHINGLES CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT B3 VALLEY METAL FLASHING SECTION B3 APRON FLASHING W/KICKOUT B2 EAVE ADJACENT TO PROPERTY LINE BI TYPICAL VENT PENETRATION WP-5.02 SCALE: 3"=I-0" 1 ARCH REF: WP-5.02 SCALE: 3 - -0 ARCH REF: WP-5.02 SCALE: 3"=V-0"-0 ARCH REF: WP-5.02 SCALE: 3"=11-0" ARCH REF: 73/3 1 CU w w W can O a) o! 2 ce U0 0 -1-' O ce = M 0 r LLI 2 _c Z 0 w 0)(f) F_- 1 20x) 2 1 U) Cn FOR ••- CONSTRUCTION} (- -- DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } PROJECT NO: 2010.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02