The URL can be used to link to this page

Plans 19 msT201200295 1 ,, , ,_, I__ S 00297 �VIST2012 00298 Village at _ !gk•.68 I83.8`(_ 183.01 18a.'-5 ,�1. 5; r•-- ..."..wr ■-ii."1:... 7-.,...■-■. 'vy'imumm......- • ..■...... •ve■Awn...........• •••■••■ •••••■• NIIMM.MIIII, ■■•1•1111I 1111111111•111111/ MEIVED SuIlirrier Creek p 17.0' _L,�.f 17.01 1 �i_ 17.Q' 1_ ..._L 17.0' �� C'8.4 1 '( TIPIBD 57--,;?..C I _ 9 5 ` o UILDINGDIVISION ca a- c� `�(,� 13.5'h I ( ( i "_w"''��M1 \R •CEI V 1 r 10.5' �_ • n S j`� d 1 02'0 a�9 7 x- — _ I ____ —�, ___ —J— _ ►' t :., 1 1 2013 1 1 s Ta2G1 ( CI �''PTIGARD r4:.;, 13 14 15 i 16 ��' $' INrrDlVrsroN FF/TOW 185.49 FT 184.49 FF/TOW 183.49 FF/TOW 182.49 , I\ Building Plan: 4 GS 184.79 GS 183.79 GS 182.79 GS 181.79 �� I TOP 184.95 t TOP 183.95 TOP 182.95 1 TOP 181.95 1 Lots 13, 14, 15 & 16 1 1_ 4't\ Units A-B-C-A I 4 , it \ o 1 1 I s s a SITE PLAN ,ctlik 1 \ ‘ \ I iNet? ' 4 ■ (Scale: 1 '-10' _ � 21.2' j • ' ' • '' ' ' _ i >3+Na. w40(g t.- . . • ,Sfrn Res( &A } r ;LW._._..', Wafe61 gq te4tr .C7, < '' :,,.:..,__.... ;'. 2'0�d'' Aor .0a '21:.0'• � 1$.Q ;. 1$ crtti Oq k 9.0 0•. �� 18.•'' . r h}, 0 „....•• . • . . . ,• . . , . 4/1�`II! �' `?'' ' I8 181. id ,dC �•°il'l l �`�l/i ��ail 1/��l�r S 11 i l /i */1/#00/11011''19 :: .;•ifr �..jr.."':l::? :: ?rl?. i:::1%?.l �ii:?:�%?:i• ..•:r:::?.. ,,y,:..l., 0 0 6, •e, /Jy{ :':: SW O E ARY LANE ly:. ...;::: „. ... 1 . :lair :•.11:r•'.•;;'l., It: ••:1':I • \.? •'�.':,�...::1:�...�:;?:;�:1+:iQ'rr�,:•'i:i:tlly::/.��:,:. ......�:.... Ji?rYri;�::�, 1vi..l ,. 1 �� •::.:� rlr li�irl: ENGINEERfNG ASSOCIATES CORPORATION 17757 Kaiak Road Lake Oswego, OR 97034 :3 /)� TeL (503) 636-4005 Fax (503) 636-4015 ] J(JL, ' RECEIVED DEC 1 1 2012 ICITYOFTIGARD BUILDING DIVISION BU I LD RNG SQUARE I=DOTAGE : BUILDING 04 SHEET INDEX: 0 a N cla S ummer Creek SECOND FLOOR 204 2622 SF 04.00 COVER SHEET • t� THIRD FLOOR 2610 SF 04,10 FOUNDATION/ SLAB PLAN • P�"1 TOTAL HEATED 5438 SF 04.20 FIRST FLOOR PLAN,0 110/7i,ejs GARAGE 2221 SF 04.22 SECOND HIRD FLOOR PLAN PLAN o Schedule l�$: • City of Tigard Ero_ion Control , ` Townhomes PORCH 101 SF 04.30 ROOF PLAN n w .� TOTAL AREA UNDER ROOF 1166 SF 04.40 FRONT ELEVATION Cull n�U3) 639 n: F--� �, 04.41 REAR ELEVATION Prior to 0 O 04.42 SIDE ELEVATIONS Final Inspection: p •�•s ABBREVIATIONS: SYMBOL LEGEND: 0451 BUILDING SECTIONS - UNIT A ��'a°d ' V tj rd 04.52 BUILDING SECTIONS - UNIT B �1 ADJ. ADJUSTABLE DWI. DISHWASHER HR. HOUR REF. REFERENCE DETAIL REFERENCE: a00R T,46: UNIT A. 0455 BUILDING SECTIONS - UNIT G `v ¢- t A/C AIR CONDITIONING DWR DRAWER HYD. HYDRANT REINF. REINFORCE (D) (ING) 3068 FIRST FLOOR 60 SF 04.54 BUILDING SECTIONS - UNIT A + 1..1 HDR. ® 7'-10" ALT. ALTERNATE DWG, DRAWING N. INCH R.A. RETURN AIR Cip DC TAIL NUMBER ' SECOND FLOOR 703 5F UNIT A - MIRROR: i�A.B ANCHOR BOLT DIV. DIVISION INCL. INCLUDE(ED) (ING)• R45 ROD AND SHELF SHEET NUMBER SIZE: FT. N. WIDTH FT. IN. HEIGHT THIRD FLOOR 6,11 57 A3-1.I UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - FRONT LOAD GARAGE CIO O ABV. ABOVE DN. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOORS ONLY TOTAL HEATED 1460 SF A3-2.I UNIT A - SECOND AND THIRD FLOOR PLAN - END UNIT ///•••��0 N A.F.F. ABOVE FINISHED FLOOR D5. DOWNSPOUT INT. INTERIOR R.O. ROUGH OPENING BUILDING SECTION WINDOW TAG: A-3.0 UNIT A NTERIOR ELEVATIONS I G ARCH. ARCHITECTURAL ELEC. ELECTRICAL KIT, KITCHEN SCH. SCHEDULE ^ r AUTO, AUTOMATIC A. EACH LAM. LAMINATE SHT. SHEET REFERENCE: 3060 5H GARAGE 620 SF A3-4.I UNIT A - ELECTRICAL PLAN - END UNIT - FRONT LOAD GARAGE ASPH. ASPHALT Eq. EQUAL LAV. LAVATORY SIM. SIMILAR HDR. @ 11-10" PORCH 33 SF UNIT B: BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY SA. SOLID CORE SECTION 1 TOTAL AREA UNDER ROOF 2113 SF BI-1.1 UNIT B - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - FRONT LOAD GARAGE SIZE: FT. IN. WIDTH FT. IN. HEIGHT ERG. BEARING EXH. EXHAUST LVR. LOUVER SGL. SINGLE SHEET NUMBER HEADER HEIGHT 5I-2.1 UNIT B - SECOND AND THIRD FLOOR PLAN - INTERIOR UNIT , SF. • BET. BETWEEN EXIST, EXISTING LTG. LIGHTING SPEC SPECIFICATION 5-3.0 UNIT B - INTERIOR ELEVATIONS B.L. BUILDIN& LINE EXT. EXTERIOR LT. LIGHT SQ. SQUARE REVISION OPENING TAG: UNIT B: 51-4.1 UNIT B - ELECTRICAL PLAN - INTERIOR UNIT - FRONT LOAD GARAGE1 BLK. BLOCK FIN. FINISH M.B. MACHINE BOLT STD. STANDARD REFERENCE: 3070 G.O. UNIT C, ft BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) St.. STEEL FIRST FLOOR 46 SF GI-1.1 UNIT C - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - FRONT LOAD GARAGE O1 BD. BOARD F.D. FLOOR DRAIN MA5, MASONRY STOR, STORAGE SIZE-: FT. IN. WIDTH FT. IN. HEIGHT SECOND FLOOR 643 SF BOT. BOTTOM FE. FLOOR BREAK M.O. MASONRY OPENING STRUCT. STRUCTURAL THIRD FLOOR 645 SF GI-2.1 UNIT C - SECOND AND THIRD FLOOR PLAN - INTERIOR UNIT BLDG, BUILDING FLUOR. FLUORESCENT MAIL. MATERIAL SIM. SIMILAR TOTAL HEATED 1552 SF G-3.0 UNIT C - INTERIOR ELEVATIONS GAB. CABINET FT. FOOT MAX. MAXIMUM SYS, SYSTEM CONSTRUCTION INTERIOR ELEVATION GI-4.1 UNIT C - ELECTRICAL PLAN - INTERIOR UNIT - FRONT LOAD GARAGE CPT. CARPET FIG. FOOTING MECH. MECHANIC (AL) SHTG. SHEATING START POINT: REFERENCE: GARAGE 501 SF UNIT A: GLG. CEILING FWD. FOUNDATION MED. MEDIUM TEL. TELEPHONE PORCH 17 SF AI-1.1 UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - FRONT LOAD GARAGE GLG. HT. CEILING HEIGHT FURR. FURRED (ING) MEMB. MEMBRANE T.V. TELEVISION START POINTI1111111 `` TOTAL AREA UNDER ROOF 1858 SF AI-2.1 UNIT A - SECOND AND THIRD FLOOR PLAN - END UNIT GEM. CEMENT FUT. FUTURE MTL. METAL TEMP. TEMPERED \li1!II A-3.0 UNIT A - INTERIOR ELEVATIONS GTR. CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD ELEVATION # / SHEET # AI-4.1 UNIT A - ELECTRICAL PLAN - END UNIT - FRONT LOAD GARAGE G.T. CERAMIC TILE F.A.U. FORCED AIR UNIT MISC. MISCELLANEOUS T4 TONGUE AND GROOVE UNIT C: CLR. CLEAR(ANCE) P.0.5. FACE OF STUD MIN, MINIMUM TWP LINE TEMPERATURE AND PRESSURE LINE DETAILS: CLO. CLOSET F.G. FINISH GRADE MLD. MOLDING T.0.5. TOP OF SLAB AD.I ARCHITECTURAL DETAILS FIRST FLOOR 38 SF AD.2 ARCHITECTURAL DETAILS / '' CITY OrTIGARD COL. COLUMN F.S. FREE STANDING N.T.S, NOT TO SCALE T.O.P. TOP OF PLATE �Lt�T�- Lo I ■ _J -�`' � �/ CONC. CONCRETE (CAST-IN-PLACE) F.J. FLOOR JOIST OFF. OFFICE TYP, TYPICAL GRAPHIC LEGEND: SECOND FLOOR 575 SF AD.B ARCHITECTURAL DETAILS (YJIPC�4-4oJ� - Approved ^"N .f�•••I �J N/ N THIRD FLOOR 515 SF Conditional) A ro GOMB; COMBUSTION G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM CONCRETE STUCCO OR SAND AD.4 ARCHITECTURAL DETAILS S �'GOt`2--C �-`j� Y PP Ved.w..........•I GMU CONCRETE MASONRY UNIT GALV. GALVANIZED D.H.G. OVER HEAD CABINET TPL, TOP PLATE TOTAL HEATED 1186 SF See Lotter to:Follow (SECTIONS) (PLANS, ELEVATIONS) AD.5 ARCHITECTURAL DETAILS C CONST. CONSTRUCTION G.G. GENERAL CONTRACTOR O.H.D. OVER HEAD DOOR I U.N.O. UNLESS NOTED OTHERWISE WP 1,00 WATER PROOFING DETAILS A&D[j_4- La r- (4- 'ac .N.•. CONT. CONTINUOUS OR CONTINUE GL, GLASS, GLAZING OPG. OPENING VEST, VESTIBULE CMU (PLANS I I BRICK GARAGE 480 SF b'7�, fMW„cV}�� P Number: CJT, CONTROL JOINT L.BLK, GLASS BLOCK OPT. OPTION,OPTIONAL V.G.T. VINYL COMPOSITION TILE �� WP 5.00 WATER PROOFING DETAILS D°'�(✓. AND SECTIONS) (ELEVATIONS) PORCH 8 SF Add1 CORR. CORRIDOR GYP. P. GYPSUM BOARD O35. OBSCURE V.I.F. VERIFY IN FIELD WP 5.01 WATER PROOFING DETAILS I�ST 1'2.^Gt2`i�j ._ �__ ,!�.� GRAVEL HORIZONTAL SIDING TOTAL AREA UNDER ROOF 1682 SF By: Date: 2 ,{'� I > G.W. GOLD WATER GYP. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF •...•.• WP 5.02 WATER PROOFING DETAILS p •_+,�11" (SECTIONS) (ELEVATIONS) WP 3.03 WATER PROOFING DETAILS A CER. CERAMIC G.I. GALVANIZED IRON P.BP. PARTICLE BOARD W.G. WATER CLOSET --- NOTE: 7L)G"-Y '- 1.-41-1 - K U" CIR, CIRCLE GM. GYPSUM BOARD PL. PLATE WP. WATER PROOFING 501E As STONE FINISHED PLAN SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE CALCULATED BASED Nit 3.04 WATER PROOFING DETAILS 436 P2-1e0 'l "attic t? 11DiGlflli.M7'titA/�y�.i Z CJ O +� ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF anima C.O GLKG CAULKING HOW. HARDWARE PLMB. PLUMBING w/ WITH (SECTIONS) .11w""�' (ELEVATIONS) THE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE PACE OF sTUD To OUTSIDE WP 4,00 WATER PROOFING DETAILS Mat �JPICATIONRC Q 1 4 G.J. CEILING JOIST HDR, HEADER PLWD. PLYWOOD WIN. WINDOW PACE OF sTUD. Wp 4.01 WATER PROOFING DETAILS ItlRAL.tAt PET. DETAIL H,V.A.C. HEATING/VENTING/ PVC. POLYVINYL CHLORIDE w/o WITHOUT FINISH WOOD TJrrLL_ STAGGERED SHAKE TECI4 • " 1 ' DIAL, DIAGONAL AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT WD. WOOD (SECTIONS) [� (ELEVATIONS) WP 4.02 WATER PROOFING DETAILS g. '� •] �. Q DIA. DIAMETER HT.MGT) HEIGHT F.B.I. POUNDS PER SQUARE INCH MD WASHER AND DRYER WP 5.00 WATER PROOFING DETAILS t ' ' ,j pUj- y I� C.-) ryi+ STONE 1- 1 PERFECTION SHAKE WP 5.01 WATER PROOFING DETAILS Itittr24'Jl2,-coo DIF. DIFFUSER H.G. HOLLOW GORE P,L. PROPERTY LINE W.I. WROUGHT IRON (PLANS) (ELEVATIONS) DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER WP 5.02 WATER PROOFING DETAILS Approved piano DISP. DISPENSER i HORIZ, HORIZONTAL RAD. RADIUS W.R.6.B. WATER RESISTANT WZA BRICK shall be un job site. PRODUCTION MANAGER DR. DOOR H.B. HOSE BIBB RECP. RECEPTACLE GYPSUM BOARD AMA (PLANS) ENGINEERING: Gary Culp SI GENERAL NOTES RELEASE DATE: 12/23/10 52 FOUNDATION PLAN OFFICE COPY REV/ DATE /DESCRIPTION 55 MAIN FLOOR SHEARWALL $ SECOND FLOOR FRAMING PLAN UNIT B&C RENSONS 54 SECOND FLOOR SHEARWALL 4 THIRD FLOOR FRAMING PLAN Ls 04/01/201t 55 THIRD FLOOR SHEARWALL 4 ROOF FRAMING PLAN o% 56.0 STRUCTURAL DETAILS A 57.0 STRUCTURAL DETAILS o GENERAL CONDITIONS: COPE COMPLIANCE: PROJECT TEAM: 57.1 STRUCTURAL DETAILS ; p Ill p 51.2 STRUCTURAL DETAILS (n • ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, GOVERNING GODES: OWNER: PULTE HOMES - PORTLAND DIVISION REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 2008 OREGON RESIDENTIAL SPECIALTY CODE 16520 SW UPPER SCONES FERRY RD. ' w I•' • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUITE 200 _SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH SUB-CONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 3 PORTLAND, OR 17224 SITE PLAN: A I la THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE WORKING DRAWINGS AND/OR SPECIFICATIONS AS DETAILED IN CONSTRUCTION AGREEMENT, BUILDING HEIGHT: 37'-10" TO RIDGE PHONE: (505)221-1151 �0 Q O • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OWNER AND SHALL BE CONSTRUCTED IN ADDITION TO OR MAP TAX LOT NUMBER: LOTS -88 FAX: (503)222-'7711 - IN LIEU OF THE TYPICAL CONDITION AS PER THE SPECIFIC JOB SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH - w a_~ CO THE FIELD MANAGER. PARENT PARCEL(S): 15115CA - 00100 a""' "i•a, Q • EACH SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES OF WORK AND 5113GA - 00200 Ma SPECIFICATIONS AVAILABLE AT THE PULTE DIVISIONAL OFFICE AS INDICATED IN THE TITLE BLOCK. STRUCTURAL HARPER HOUF PETERSON RIGHELLIS INC. � •..•, ,,•� - w ISIISCA - 00300 _ _ w ENGINEER: 205 5E SPOKANE STREET .r_ '�"' "�" = A 5113GA - 01000 SUITE 200 �I! a + �-J`��, -_� S W 135TH AVENUE M cn PORTLAND, OR 17202 I ��"� �°°• r _ N PROJECT IttPE 4.LOCAT OM Ar;DRESS: PHONE: (503)221-1131 0 ,.:t � Ira '� . e�'. •:==:aial Irv., ielaue,- TrtF, LOTS -16, 84-88 - 5W ROSEMARY LANE FAX (503)222-77,11 �N w s?`� VU' LOTS 11-68 - SW SAGE TERRACE y M TERRACE C \ ' a ellik,,\ � a w COMMUNITY NAME LOTS 61-83 - SW ALLOW N �Z Summer Creek ji 71GARD, OR 17223 CIVIL PINNACLE ENGINEERING • T �� ! ' / ENGINEER: 11151 KELOK ROAD y �`J I�1, �� 2 Townhomes LEAL r7ESCRIFT ON: LAKE OSWEGO, OR 11034 p� �, ' ' � \� o LAWSONCOMMUMTYlO lif TRACT "A" AND LOTS 1-88, INCLUSIVE, OF VILLAGE AT PHONE: (503)636-4005 p ��yy� r q q 0000 SUMMER CREEK IN THE CITY OF TIGARD, WASHINGTON o -��iA Al* \ �� d , COUNTY, OREGON. FAX: (503)636-4015 0 "' �w�` ��' n.�� + y GARAGE HANDING ,q�� _� (Varies) ZON \ / 1�ESIC�N4T10\5: �,` ♦ 44,111 XXX \ �` E. i 111114, 1 6 SPECIFICATION LEVEL NNNIr Q�� M" %%II z• ,, °w N PLAN NAME '� 4,im `\\�� f� �,��°' ` NPC PLAN NUMBER � � _< .. LEGACY PLAN NUMBER /NAME qq ows -� \ �q'„ ' :"q 7 SHEET (c) Copyright Pulte Home Corporation - 2009 04100 • 1 1 1 I 1' u. 1 :.1 ., .• .1 01 : . . . . : I I "t1 1 1 I 1 - - in, ■ : . 1,1.1u •1: I :,1 : 0 L 1 : 11 I, : I1 I, 10•1 1i 72'-0" C . r1 N 20' O" 16'-0" 6'-0" • 1 ••41 UP 12'-6 2 -10 4 -'1 4-" 2 -10 8 -6& 4_41 2 -10 51_5&I 4'-' 2 -10 ' 12 -6� . � / / / / / / / / / / / 0'-O" 2,-6i, 2 8'-O 6 8 O' 21-611 101...0„ / / / // / / / / • � 5g ^ r e--",, \ ...1-m I# ■4 30 \ \ it rz sCat:1 t::)1. ibN -.. ._ 1 1 O OPT. P30 --J OPT. OFT. 0 I GOT. P3,0� O GONG. GONG. GONG. GONG. / 1�1 as PAD 2 PAD PAD CO PAD CO 0 AD,2 I I Pion' / OO _O1 F � TO.F \ `T 8,_ GB oW. \ 7TOF.W, q I IOOOIO qq O 0' - O l I Nv II ri F :S. 8" l '-0" 8" 15'-4" 8" 151-41' 8" I q'-0" 8" / / / / / / / / / / ,/,%'/ O /// \ O // / , ' \ - ; /7;' \ o /7///./ 'c- 4 AD.I 4'_O" l'-8 '� / 4'-O" I'_6' PO / y \ \ Cl 0 4'-1 " 4'-0" 4'-I O 0 / it 0 0 In D� \ CO \ ffl N �" a3 N N N 'Si a Q Cc W W U-I LI rf1 in -in O T' 0 O c O u) -n 1- �2� QI U- 0-I oil AD.1 in 0 in 0 0 PRODUCTION MANAGER Gary Culp N� N' N' N' RELEASE DALE: 12/23/10 REV 0 DATE /DESCRIPTION 0 UNIT B&C REVISIONS 0 04/01/2011 AD' A a Q :Tri`; T.O.F.S. T°Fo \ a0'-o5 ci o-o" ¶ N 0 a- \ 6 N T.O.F.W. T.O.F.W.—. .- T.O.F.W.� T.O.F.W. 1 100'-O" N� qq'-O" m q'7'-O" w �- 'cY \ � O 2 2 \ T.O.G.S. /y P-71-41' A 1 T.O.G.S. '� I©� \ 5EE A3 \ T.O.G.S. \ AI 4 _ q'q' 4° \I:6 _ I AD.I y T.O.G.S. — I PA E 52.1 : PLOO q6'-4" \ I PLOO x T.O.F.W. I1=� \\ p �1 T.O.F.W. SEE '91 SEE PAGE 52.1 qq'-2" ,AD.IL -- SEE '� ? q6,_2 PAGE 52.1 ON° iN\ L PAGE 52.1 /y m \ �__ O\ M O 3 ^ ' \_._ 2 N iN Ili ---- T.O.F.W. �\ z PROJECT TYPE of T.O.F.W. 0 A2 AI E3 q8 -2 GI A2 a AI A2 a COMMUNITY NAME 04.51 04.51 04.52 04.52 04.53 PI.00 04.53 04.54 04.54 Summer Creek I l i / / / / / / / / / / / / 4�1' q'-3" 1' 10., 8 .3 4 ' 10" a'-3" 1, , ,� 13 , q _3 '-4 o L Townhomes III-411 a _5 s-6; IC-5; s'-q ' Io -2�1' 51_41 1 -4 0000 / / 20'-0h" 16'-0" 16'-0" Iq'-1I;"/ / / GARAGE HANDING '72'-0" i (Varies) UNIT At4 (LOT 18) UNITS (LOT 14) UNIT G (LOT 15) UNIT A (LOT 16) / SPECIFICATION LEVEL T.O. FOYER SLAB = IOO'—O" T.O. FOYER SLAB = esisi'—O" T.O. FOYER SLAB = 418'-0" T.O. FOYER SLAB = oft—O" o 0 (SEE SHEET 'A5-1.I FOR (SEE SHEET BI—I.I FOR (SEE SHEET GI—I.I FOR (SEE SHEET Al-1.1 FOR Nyw PLAN NAME ADDITIONAL INFO.) ADDITIONAL INFO.) ADDITIONAL INFO.) ADDITIONAL INFO.) N NPC PLAN NUMBER 0 z LAWSON PLAN ID ' 0000 LEGACY PLAN NUMBER /NAME I ll �I 'P� /'� �I I I �I 0000 ® L,/ � A I �r� �/ i_ A is A I �► SHEET (c) Copyright Pulte Home Corporation - 2009 04.10 • nu I' „• I Cn I, • '1 1 " :1 • • . . I 1 • I 'CI b 1. i 1 1 - - uu C i I, I I1"1u "1C :11 : 1 1 1 11 1' : 11 04COMPOSITE.OWG t °o tl 6L -121-0" ?�-1 NN 16'-01' 16'-011 1 201-0" N t / / car) En. N,,, • Tool Tli 01 a, w Ov o -�- '� o P o o G P \ \ 7-ei ct -9 Kafiy2 CO CO 4 O N o AD.4 l/�� 1 /u0 • 1\1 es I I o i( ) ♦ I �, } 4 AD.I a D � o 0 0 ❑ 1 D --_r-, ❑ o ® o cz � - _ - m - - m p w cry '-_____ - PRODUC110N MANAGER _` Gary Culp . I. ,) /\ ci r RELEASE DATE: 12/23/10 I I REV y DATE / DESCRIPTION / I r(1°. 0 UNIT BE REVISIONS 04/01/2011 ' a Q I \ - ---- — ______ - , r r a _ Vl 2 A0.5 c 0 N \ 7-9 rYp. III a, et i N A '` 13 ._ _._. __. _ J V 7 Q U i CI 0 trAD i N N 1 �Y Q 0 i am. O x CV 'L _ -"- - - - - -- , iii (n ��- y- - - - - -ry-_ - -�_ N, ryI - - — .- - -LI . --, r Oi 0 0 ; • . H l . _ -�L ----- LI- p♦` PROJECT TYPE iN r ... s�. ∎ _ •_ — _A TP •. -� , O gni AI 3 B2 2 GI G2 AI A2 a. H COMMUNITY NAME 04.51 04.51 AD.4 , 04,52 0452 AD N S.4 04,55 0455 Q 04.54 04,54 ummer Creek 51 V. g Townhomes �� L1� o LAWSON COMMUNITY ID 2 21 2" 10'-42" 211 21 5'-`1 " IO'-12' 2 2 8'-72" -4' I 0000 I I -4 8 _..7 ! / . • T / I I6'-0" 16'-0" 201-0" GARAGE HANDING 1 1 (Varies) / UNIT AM (LOT Imo) UNIT B (LOT 14) UNIT G (LOT 15) [ UNIT A (LOT 16) / Z SPECIFICATION LEVEL 0 0 E 0 (SEE SHEET A3-I .I FOR (SEE SHEET e1 - 1 . 1 FOR (SEE SHEET GI - 1 . 1 FOR (SE'E SHEET AI - 1 .1 FOR N PLAN NAME a Ar717 I 71 ONAL INFO.) AI71: I T I ONAL 1 NO.) ,4X71 T I ("NAL INFO.) Arz,r, 171 ONAL 1 NFO.) y NPC PLAN NUMBER 0 Z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 1 0000 F Isis-7 LC CR. P L �A SHEET (c) Copyright Pulte Home Corporation - 2009 04.20 PI CITED: Mar. 30. 11 / Ranslow. Kevin / 1ST Fl OOR PI AN / F:\BSB REPLICATED\PUI TE PROJECTS\N3W10201-TC03-SUMMER CREFK T0WNH0MES (PORTI ANDI\BI OCK OUT\BUD DING 04\BUILDING 04 COMPDSITE.DJNG 72'-011 N / / C 20'-O" 6'-D 6'-O" • ^ C/� k O\ I I I • r".4 Pi I rd♦ ♦ - - -, 1 _ , -- ---- ♦ ♦ V O ?•-a s:o et pkaic) r!1 0 0 AD.2 O O O N MP. ^ r"1 ,I I 1 i 11=-1 f _ _ _11. _ _11 lila L_ 11.4 r 1 I I ��. I I I y r I I I I _ AD.2 L.L .J TYP. I _ _- I 11 111 Al. 1 E� ' H o e I S rm — 1 TP. 1 . � m Q p F.L� _a u u ADS I ''`r _i 1 fi --------... /. 1 � ® '\f/ PRODUCnON MANAGER r• Gary Culp El�/' AD.S \ RELEASE DATE: 12/23/10 • /� a REV I DATE /DESCRIPnON TYP. 1 Ii — i Q UNIT B&C REVISIONS r 04/01/2011 rj 1 - ---'' Ir C) o _1 � — II Ja II ADS _. I1 u A 1 r _{ 1 u 1 TYP. 4 C� 1 a I- Y=�-J _ _r -f� N N •n O . i- G t V' a A 0 tre L_ n !G 9 s I I1 RI JI _ o ♦I ♦ .%5---- =II m al' t n• GE IP 1 0 L__ -I o I I r —J o I A u, I ♦ in I ` I m L I ♦ ■ N I LEI _ ___J �! J ♦ ♦ N _ � PTTll RrtrtOJ�� I 0 ECT TYPE L _J � 1V A2 AI BI B2 ® G2 m a. COMMUNITY NAME 04.51 04.51 . 04.52 04.55 04.55 EI.54 04,54 N Summer Creek I d Townhomes o LAWSON COMMUNITY ID 121-0i1 '71-1111 l'H ' 41-11;11 101-11 II 71-I11 _n_811 ;it --ii-ii '' 12'-O" k' 0000 / / / / / / 161-011 161-011 -2 20'-O" GARAGE HANDING Jr' ' z (Varies) 72'-01i a / UNIT AM (LOT IS) UNIT S CLOT 14) UNIT G (LOT IS) UNIT A CLOT 16) z SPECIFICATION LEVEL 0 - o E 0 z (SEE SHEET AS-2. I FOR (SEE SHEET B I -.2 . 1 1=OR (SEE SHEET G I -2 .I POR (SEE SHEET AI -2 . 1 POR in PLAN NAME AY71:,I T I ONAL INFO.) At S,I T I ONAL INFO.) Arnfl I T I ONAL. I NCO.) A=,iL7 I T I ONAL INFO.) NPC PLAN NUMBER cq 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME S te./ ® I s de, L V O I ® PLAN SHEET (c) Copyright Pulte Home Corporation - 2009 04.21 i PIOTTED: Mar. 30. 11 / Ranslow. Kevin / 2ND FLOOR PI AN / F:\BSB RFPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMFR CREFK TOWNHOMES (POR11AND)" LOCK OUT\BUILDING 04\BUILDING 04 COMPOSLTE.DWG t o d{ o N N N SI-, 5' n C ' o I ' " A ;. 20'-0" 16'-0" 20 -0 Its ¢ r{ �O JD .ke o 0 N ° G " 23' S DC . rjel a a ,/ \ / I 1 , r .m.s ... I \ 1 L. Lr ;r�I �I \ CiU \ \ r 7111 , 1- U , _e j C) -I I") �ll ( II Cd U -"r�yl"^ A 'hn II r 111 rF rn---- - 1 \ < 1 L_ ,JI J — J -� + + g `--J 114- i �d �J i1 J�--„ ii1 ii II H III - r----m 0 =___m _ � � - ' 111 H 111 r-u_ Q r---il II+ 1 II II 111 +1l r--1 //\��///��A�,��\/\� a i i4- (a r� Lin L TT-F. i1i 1 //p� 91 Ela `Lm_J' Imo--III Ind Ulu -____"' III--�J \ '�„`�I __ dy ``��SSS u, o °� r� O __ - - - - ., I_ -_. _ . I - - 1 <zz� m m rM1 in TYP. 4 �-I 0 IN i n,,,AD _o u /�t I - d- ��=521 _._ I TYP. QJ - Me��l P=1 LE.g II __ ._ - _ L I �`%' - ill ill� h PRODUCTION MANAGER \\\iri vw _ - Gary Culp _ Ji v l v LI�'CJ I RELEASE DATE. 12/23/10 REV DATE DESCRIPTION �`'u C� A tEC4:1 UNIT B&C REVISIIXJS TYP. 1 g 04/01/2011 v -- 0 i T— a N — AD,2 1 r t_ TYP. ~ — ac n 14.1 0 O 0 1 0 in I 7 A in I _ 0 O E N = 0N O n iso 18 I. PROJECT TYPE I z mF I o a i!, 11, 51 m a m AI m COMMUNITY NAME Creek 0451 04.52 04.52 0455 04.55 04.54 04.54 ti Summer Creek E Townhomes 2'-O" 7'-III" 2" 4'-II 0'-II S'-II" " ?'-II2" 2'-O" o LAWSON COMMUNITY ID / r / / / 0000 20'-0" 16'-0" I6'-0" GARAGE HANDING / / _ 'Varies) T2 _O / o UNIT AM (LOT 15) UNIT 5 (LOT 14) UNIT C. (LOT 15) UNIT A (LOT le) z 0 SPECIFICATION LEVEL E 0 Z (SEE SHEET A5-2 . 1 FOR (SEE SHEET 51 -2 .1 FOR (SEE SHEET G I -2 .1 FOR (SEE SHEET AI -2 . 1 FOR (a PLAN NAME AT:1, ITIOVAL INFO.) Ac ITIONAL INFO.) c ITIONAL INFO.) A=ZPITIONAL INFO.) ti NPCPLANNUMBER 0 Z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME ,InIp PLAN 0000 . I I FR: LS ® ® "° L A I �' SHEET (c) Copyright Pulte Home Corporation - 2009 04.22 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / 3RD FLOOR PLAN / F:\BSB REPIICATFD\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BIOCK OUT\BUILDING 04VBUIIDING 04 COMPOSITF.DWG I I •: ; ! -ci 01 I I I w cu i I I et MINIMUM MINI 4 O 4'-O ' 4 -0 4'-0' 4'-0 MUM MINIMUM MINIMUM MINIMUM X MINIMUM � � Iwo 'I _ , - It !_ , S A I � =A — L 1�OOP VENT LEGENL7 o - � o 0 0 , f � � 1 ie:i;OO S./B3I O " C �FS./ XH , _ , �t/ C14r:A '�.�( s� / ` / / f f 6 4/12 UN I T A //1:1'I � I AD.2 /� ` :` ATTIC AREA: '104 SQ. FT. VENTING RATIO: /300 • O ,i + � i ROOF VENTS TOTAL NC-T FREC- .N 0 (TYP.) VENT AREA REQUIRED: 335 5Q. IN. / �� ® ` /� O O /iB2 HIGH VENTING*: 161 5Q. IN. MIN. TO 22.,//'/ / / '/` ' /` / �� / nPS.ov� 270 SQ. IN. MAX.E3 fl/ / ) I� O LOW VENTING: 68 SQ. IN. MIN. O O RIDGE / "AT LEAST 50% AND NOT MORE THAN 8055 OF THE TOTAL r • REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. I ` �/ ! RIDGE ? / RIDGE /* 1 /I- I / UNIT 15 d� a Ir j A RIDGE / O ATTIG AREA: 646 SQ. FT, C 7;ti I �J � :::t:AZE /300/ / (� pr.., , / VENT AREA REQUIRED: 310 SO. N. I--. O ` / / 1 / ///I 5 A HIGH VENTING*: 55 5Q. IN. MIN. TO P�- �' / 0 / / ADO /r 245 SO. N. MAX. �j LL1 / �'I ; F // / /1 LL1 LOW VENTING: 62 SQ. IN, MIN. N j PRODUCTION MANAGER o / Q 7B2 Gary Culp N (// / ((�y C9 P5.0 *AT LEAST 5055 AND NOT MORE THAN 8096 OF THE TOTAL // REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RELEASE DATE: 12/23/10 / "/ Cl / ,�, o REV p DATE /DESCRIPTION ti) I //�,/ I. ,.I '``•� I'r ,j , / UNIT G Q UNIT BkC RENSIIXJS ff //� 04/01/2011 I — //A'I / ' S. 12 L ATTG AREA; 576 SO. FT.F`� I O / ) /A VENT AREA REQUIRED: 276 50. N. r t/ r 8: 12 % 8: 12 / 8: 12 i/ 1 D ! / Q — HIGH VENTING*: 38 5Q. IN. MIN. TO SLOPE SLOPE / G3 SLOPE SLOPE 1- / / . ) . _- 0 0 221 SQ. IN. MAX. O _ / f\WP�5.0/1N __ �i' j E� i \ N DD- LOW VENTING: 55 50. IN. MIN. ! 1 I o rQ y%� �O o ss / / �� r 1 .��" ,# 15>,, I a !L V I / — I L 0 'SAT LEAST 5096 AND NOT MORE THAN 8095 OF THE TOTAL Q W '- —I — D! i / /�' sr j W I lot T, — Cesar N\ I- ' REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. % 0 0 are o w — I ` 82 =;i[ I�+ ► ! L y ,d 812 `� w LUI L SLOE 5 '" ' O Bo C • ', SLOPE o 1- - Q 0 I�� "�G L�� —� N PROJECT TYPE 1 I A 8:12 8:12 8: 12 8: 12 SLOPE SLOPE S r- COMMUNITY NAME ' SLOPE SLOPE Summer Creek A2 AI I Ai E32 I GI G2 AI m TownhOmeS 04.51 04.51 04.52 04.52 i 04.53 04.53 ' 04.54 0454 O LAMON COMMUNITY ID W 0000 GARAGE(Varies)HANDING UNIT ,4• (LOT Is) UNIT 8 (LOT 14) 4 UNIT C (LOT I5) L - UNIT A (LOT 16) 5 5 SPECIFICATION LEVEL E Z �(n PLAN NAME RU N NPC PLAN NUMBER Cq 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER RAE,'° � I 0000 RO O d. A I �A SHEET 1 04.30 1 (c) Copyright Pulte Home Corporation - 2009 • 111 1' u• I :n •, •' •1 :11 :1 • • • : I I • I •:I 1 1 1. 1 — — Isis : : ■ 11111 NCI •1: 1 :1I : I • 1 • 11 1' : 11 Q4 CONIPOSITE.DWG ❑ KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). r"! o 1 2. CORNER TRIM PER BUILDER. ��•---11 N (v 3. LAP SIDING PER BUILDER. N 4. SHAKE SIDING PER BUILDER. • co Cn EN . BOARD AND BATTEN PER BUILDER. • 1■1 'Lt 6. ROOFING MATERIAL PER BUILDER. Fh!� r: 1. BRACKET PER BUILDER. • r-1 S. 4x6 POST PER BUILDER. 0 W Q c1. WRAPPED POST PER BUILDER. aa) 10. DECK RAILING PER BUILDER. it o N P1-4 N 1 , nO ■ >t IL iL IL 0 HEAD JAMB SILL a P. 14 G2 ( J1 p44.0 P44.0 P4.0 l\A172/ � w — HEAD JAMB SILL (� 2 ` 2 ,.,i. 'T (TYP.) ann a Q ,� P4.0 P4.0 P4.0 NIPS 01 B2 mI 8 IuIuII 8 2 !' 2 P5 NIPS 01 \ z: :z:. - II I 1, g g� ■■■■�■ ■1 4� RELEASE DATE: 12/23/10 �� I�I�I�I� 11��I1I1I'�� 6" TRIM 0 ...' ..'I hIIIII. ii ■�� — REV N DATE /DESCRIPTION L iw ■-__I■ano■■�■o■■..■.....07.501. - - - - . �. _ _ FLOOR B PLATE HT. \ UNIT 8 @C REVISIONS 4 TRIM . .I . ■1�■I/ IJ �_ .—.�.—. , h 04/01/2011 �_ . / I I�I��I�I �I.1I I WINDOW HEADER HT. o 1�_ L .L 11.1.. d, L�Lz III 1■■■ `miv\ \ � 1I��I�� U - 11 © b I I LI _ _IJ - I I I ._ U 1_ ■ _-L 4LLHj TV FLOOR 2 PLATE HT. L� �II i_. �_ I I I " I I I I I —� _ - J 1 J -_ _ -WINDO - - - - nS - - I II .��I i I I_I I I � Ti a u u T u a _ _ FLOOR 3 F.F. 6" TRIM NE -- - J- 1 ■■ L�J �IfT_� ■_4� ■ -�■ ■ 1 -�_ � Q 6 TRI \ mil- A ,� 4 �G3 II _ ■ 1 -_I ' —L I[_;_J _ F ---_�__- - J 1 _U�I - _A 9 0 ________. L_� _ �HLOOR 2 PLATE HT. -To 7 b MI ,TYP. - Y-- I I -_- .�. I I� . _ a I Lj �I1■■■■ - WINDOW HEADER HT.IIE P3.0 -- II _ _ I w I _ ,. _ icl ■■ N© - �.,__— �L_. I _ ( � . Q 4" TRIM m — -.�1- ■ IJ-. . B - _to TYPE WP5.01 - - -^ . _��-■- - �- ' v " j-_... - Q 4" TRIM 9 it PROJECT -L _ __ ® 1ViP \ :;EE •'- �_mv. � . 4" TRIi 1 PLATE HT.HEADER HT. , � �� ► I— . �` u Summer Creek imm _._- ' - 1 FLOOR 2 F.F. \ \ Townhomes III I► o LAWSON COMMUNITY ID © - - � -_ - d I` LOOR LTE T I _ ri M II G4\ p rea wa Iv 0000 C0 O P4.0 TYP m I _ Iw 01, iII i= uc71 !F C - C GARAANDINo■ _ Ves)u 0 4" TRIM im o p 1 SPEG ON LE■ \ FLOOR TOFS. �_ II I _ _ I 0 1i ' a ® I o_DIC C C ■ �a•�� II�I�I 0 @ 0 0 I �' . . = m PLAN NAME 1—,3I I � I� _� - • 6 TRIM V II III — I 0 I G2 A2 ■� ■-,�,- _� _ _ _ _ FLOOR T.O.F.S. \ \ N NPC PLAN NUMBER I WPS.01 PI 00 AS m G3 �■,■ �I �I I IIS ' \ O P4.o P4.o P4.o q z LAWSON PLAN ID HEAD JAMS THRESHOLD I 6" TRIM I 6" TRIM WP31ol 0000 UNIT AM (LOT 18) UNIT B (LOT 14) UNIT G (LOT 15) UNIT A (LOT 16) LEGACY PLAN NUMBER /NAME T.O. FOYER SLAB = 100'-0" T.O. FOYER SLAB = 01‘11-0" T.O. FOYER SLAB = 418'-O" T.O. FOYER SLAB = ci1'-O" , 0000 SL) 1L1:71 \le 04 FRONT ,L,.. \ ACT- 10N SHEET (c) Copyright Pulte Home Corporation - 2009 04.40 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / FRONT ELEVATION / F:\BSB REPUCATFD\PULTE PROJFCTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLANDI\BLOCK OUT\BUILDING 04\BUll DING 04 COMPOSITE DWG ❑ KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). r'! o riii 2. CORNER TRIM PER BUILDER. ��11 c-‘11 N OJ 5. LAP SIDING PER BUILDER. • r-•1 N 4. SHAKE SIDING PER BUILDER. can CS) 5. BOARD AND BATTEN PER BUILDER. • r■1 ^d 6. ROOFING MATERIAL PER BUILDER. 1. BRACKET PER BUILDER. • I I S. 4x6 POST PER BUILDER. F� w F�cr I. WRAPPED POST PER BUILDER. Fes~ C/ 10. DECK RAILING PER BUILDER. t 00 PI t - c1) O P-10 n .-i P-i ak II _ , .,S I I I I z 0 CC n' W W CI HEAD JAMB SILL G2 Al BI GI K 5.01 P4.0 P4.0. P4.0 = ;1- d- \ HEEL HEIGHT AT REAR OF LOT 16 _i__ _ _ _ _ _ _ _ - _ - _ - - _ N HEEL HE AT REAR OF LOT 15 r- ♦HEEL HEIGHT AT REAR OF LOT 14 - FLOOR 5 PLATE HT. \ PRODUCTIOpN MANAGER Gar \ _ - - - _ _ - - _ - - - -I - WINDOW HEADER HT. \ RELEASE DATE: 12/23/10 n> \ - - _ - _ _ - - REV p DATE /DESCRIPTION \ FLOOR 5 PLATE HT. -- 04/01/201RENSIONS y WINDOW HEADER HT. - _ — - 2 p ---- - A -- - — ---- - _ — N — c A N0 -� 4" TRIM - p - FLOOR 3 F.F. ~ VV CO C.°T - - - - - - - - - - - - - - - - - - \ mN♦ - -- - FLOOR 2 PLATE HT � - - - -- - -- - - - - - - - - - - - - _ - - -\ - - --- - -- WINDOW HEADER H -- -- - - - - -- - - - - - -- - - _ _ ♦ n II - - - - - - - - - - _ _ _ _ _ \ \ FLOOR 3 F.F. — — - — — 3 1, miN - 0 N 1.\ FLOOR 2 PLATL HT. - — I— - - - fl � W vzi Q 0 WINDOW HEADER HT. - - - _ __ - - - - - = - _ — — _ _ -in J - 4„ T 4. lin (-GIN\ - __ _ RIM it =TYP. S.o; 1 ----- 10 `� PROJECT TYPE T - -- FLOOR 2 F _ - - - — ❑ KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). �-I p 'd'1 12 l ^I Ps.ocy 2. CORNER TRIM PER BUILDER. l V.; oLo . 2 �� 6 3. LAP SIDING PER BUILDER. N 6 / 4. SHAKE SIDING PER BUILDER. • cn L\ 5. BOARD AND BATTEN PER BUILDER. • ti—I _ iiirsimr, , 6. ROOFING MATERIAL PER BUILDER. >I '1. BRACKET PER BUILDER. • rii F� 1 S. 4x6 POST PER BUILDER. !� F0 Q 1. 1NRAPPED POST PER BUILDER. !~ HEEL HEIGHT AT REAR OF LOT 12 \ 10. DECK RAILING PER BUILDER. O 1 - - - - - t Q" I/�v�9 m �" \ FLOOR 3 PLATE HT. -- \ 1� Asse WINDOW HEADER HT. L _ .— _ _ -- _ _ L _ _ I _ 5/4"x6" TRIM O p o I, T , - — 5 INCA i -To -- -- I 6" TRIM ^ II "' 0 -- G3 0 CO S � P3. TMP. I Ps.0 PS.0 \ miar\ \ FLOOR 3 F.F. —� i - - T ,.`� et N\ FLOOR 2 PLATE HT. I 7 _ `11- m WINDOW HEADER HT. \ \_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •- 2" TRH 1 3 n "7 0 miw\ \ FLOOR 2 F.F. L 2 = —�r •� ' = I, li FLOOR PLATE HT. —_ 6 h - - - - - - - - - - - - --- -- - - - - - - - - - - - - - - -- j -- i =\ — - - — WINDOW HEADER HT. ---- --- --- S c -- - LT)Z - - -- - 6 0 -To - - W I I 611 TRIM nosol Ar,_ °M._ S \ J \ \ FLOOR I T.O.F.S. - - - - - •� - - 6 2 2 = CI] I 6 PRODUCTION MANAGER - UNIT A (LOT I o) A' Gary Culp T.O. COYER SLAB = ci'1'-0" Ps.O - RELEASE DATE: 12/23/10 REV / DATE /DESCRIPTION UNIT BkC REVISIONS UIL � IN 04 IS T ELEVATION 0 AUNIT /2O„ FLOOR 3 P -- __ LATE HT. - \ LAID- A \WINDOW HEADER HT. _ _ _ — N tfl Nr iQ 0 1 7 O — a w O S3 _-- -- - - -- ------- ----- --- _ -_ --- / \ V li -- - - FLOOR 3 F.F. a of\ FLOOR 2 PLATE HT. --- _ _ _ _ _ _ _ _ -- - _ ._ _ _ _ _ _ _ _ _ - - A \ - - - - - - - - - - - - - - - - GT AT w WINDOW HEADER HT. \ - - P�.9 P3,9, - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - s. w N k - ----- --- - -- -- -------- - -- - - -- --- ------------ ---- -- --- - - --- ---- `4 PROJECT TYPE m 6 mF O � e COMMUNITY A _ Summer Creek Townhomes s _ _ — - _ _ _ _ -- -- -- -- - Ui - -- --- - — - -- - - - - --- - - -- ---- COMMUNITY ID _7"-—`c a mid \ \ FLOOR 2 F.F. —t - - - - -� -- - - - - - --- - - --_- --_ - - --- -- - ------- -- - - - - - - \ - - k' 0000 - -�- - II\ FLOOR I PLATE HT. \ i—_�_ _ _ `& _ 6 N AGE HANDING 1 - - - - - - - - - - - - - - - - - - - - _ _ \WINDOW HEADER HT. — L•,-�„• - - — - — a (Varies) E -- - -- - - - z SPECIFICATION LEVEL 0 -To o so , , -to i 6" TRIM - - - --� 8 vi PLAN PLC PLAN NUMBER so\ \ FLOOR T.O.F.S. 1 - -i_ _ _ - - - z N ID LAWSON PLAN 0000 .S I LEGACY PLAN NUMBER /NAME UNIT AM (LOT IS) 0000 çiGI 1G11 As T.O. i=OYER SLAB = 100'-0" sHEEr O ,PPNPI oo IL INe 04 LEFT ELEVATI ® 04.42 (c) Copyright Pulte Home Corporation - 2009 ♦ I III' I :.. I , .- 'I I I III . . . . I I ":1 L . I I — — ,/„ : : I Idi.I„ •I: I : I : I . I : I ■ I, : I L 04 COMP�MPOSI]FDWGSITEDWG 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. t o rfl 2. MANUFACTURED ROOF TRUSSES ® 24 O.G.. O , 12 12 I � Cl•3. GIRDER TRUSS. • r� E Cl 4. R-41 INSULATION IN CEILING. CO cn. _ 5. I-JOISTS PER MANUFACTURER'S • !N"( ni PC) 6 i 6 // 2 SPECIFICATIONS. ROOF TRUSSES 4 6. R-30 INSULATION IN FLOOR. • r•mi SPACING PER 4 1. 2x4 STUD WALL. W MANUFACTURE-RS I h 3 S. 2x6 STUD WALL. N 0 LAYOUT I. R-21 INSULATION IN HALLS. o �r FLOOR 3 , :��4�:�7;,�; _ _ FLOORS \ r V at a �1 WI R3 Ct �, ,� 341-0 ' 2' • r� Q" W B�I"ROOM SATE-I dr . 8?�T+-I OWNR'S SU T ^� nn� e 1. 1 ,121 F-.I q FLOOR 3 F.F. / _ a FLOOR 3 F.F. � - - - - - - - - - - colt ' L FLOOR 2 ►,. I - - FLOOR 2 - \ L 3 h �/ ft' is im C I N I NCB ROOM StzknAT ROOM Ta- or G4 y 1=4,0 y o �� 131 6 at FLOOR 2 F.F_ _ J 1 _ FLOOR 2 F.F. mitre FLOOR 1 _ �_►�'_aiODiLO! idiL !��! iiO�i9Laivai!Q!!��AJ�_ !d��Oiu9� i�!��Di�!i��9i�.!�! i��i�� 9! i� FLOOR "\ • 81-0" • 36'-011 2P-011 Z / / / CD • SARAGE -Ta _ 0 0 12 12 I FLOOR I T.O_F_5. FLOOR I 7.O.F.5. \ 6 H',--- 6 2 5 5 ROOF TRUSSES S SPACING PER MANUFACTURERS LAYOUT PRODUC110N MANAGER A2 BUILflING SECTION FLOOR 3_ r• '♦ VOY. FLOOR 3 Gary Culp w t :� RELEASE DATE: 12/23/10 .. 34' O C• REV # DATE I DESCRIP110N c UNIT B&C REVISIONS \ y •• _ . 04/01/2011 N \ • -To 9 S N •P o. A 8 OOM L .UN1�1a. r oQ NNNN JN. .G . 8 N —_2. A A.1 D Wi NNN %/ or I N. A UJ O ,•' '� © c = v N r FLOOR S F.F. F FLOOR 3 F.F. _ 1 miv a re O FLOOR 2 c -- ■ r _ FLOOR 2 -\ n A Iiil I s �• 0 •►r STAIR ul A 0 p,p,Z a ELEVATION x 0 15 IN FOREGROUND 1 1 A < ITGHEN FONCER \ 7 Q w N Qv N C z � Oi N a _ w N a PnR�OJECT TYPE �. rr,� © 6 CO NNN . 8 mF S _ J FLOOR 2 F.F. 1- t V - N_ - - r - FLOOR 2F.F._ o mia COMMUNITY NAME FLOOR I_ - FLOOR _ril Summer Creek • F. — Townhomes 0 LAWSON 1411=5.0 341_0" 21-• 41_011 000OcaMMUNITY ID T; / 13 / FE a SA .ASE I OYeR IFDORCH A N GARAGE HANDING RI CO 4_ (Varies) fi O 7A3 SPECIFICATION LEVEL L ;ft r FLOOR T.O.F.S. �•• - #. _ - _ _r.-r\i - FLOOR I T.O.F.5. \ i �I I I In PLAN NAME I I i i�•U) ^ 1.o 0 NPC PLAN NUMBER z LAWSON PLAN ID AI BUILS71N6 SECTION OOOOPLAN NUMBER /NAME UIJ� I e S GTI NS - UNIT AM (LOT la) , 0000 SHEET (c) Copyright Pulte Home Corporation - 2009 04 1 PI CITED. Mar. 30. 11 / Ranslow. Kevin / BUD DING SECTIONS - UNIT A / F:'RSR UPI ICATED\PUI IF PROJFCTS\N3W10701-TCG3-SUMMFR CRFFK TOWNHOMFS (PORTI ANOI\RI 0CK 0I11\BIIII DING 04\MUMLDMNG 04 C0MP0SII .DWG ❑ KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. N ti 2. MANUFACTURED ROOF TRUSSES ® 24 O.G.. O ^'NI 3. GIRDER TRUSS. • P `., 12 I 4. R-41 INSULATION IN CEILING. cn C!. N 5. I-JOISTS PER MANUFACTURER'S • -ti 01 6 _12 12 SPECIFICATIONS. 6 6. R-30 INSULATION IN FLOOR. • r••1 (� 4 7. 2x4 STUD WALL. F� Fz r-1 ROOF TRUSSES B F�'� SPACING PER MANUFACTURERS I II' 8. 2x6 STUD W4LL. \ HEEL HEIGHT _ LAYOUT , I. R-21 INSULATION IN HALLS. 00 'll— x It FLOOR 3 \ - . -- - -CC" m -HEEFLOOR 3 \ fa., RS i 3q'-O" 2'-0 rl / f t , cn O SEL�ROOM L.N]�RY O . BATH OWNER'S SUITE i� ^ CID F=i p E a FLOOR 3 F.F. _ .. .. FLOOR 3 F.F. ' �. — FLOOR 2 - - - - !U •US••UU•UUUiIUIUIUIUIUIUut FLOOR 2 ▪♦ ,.`� > y GREAT ROM 1CITGHEN TWINING -to to m P4.0 .-• ' `, H 6 . FLOOR 2 F.F. / I FLOOR 2 F.F. FLOOR 1 I _ *A?�'. . ► _'a�; AI'1. �l_ !T!PA:�! �i�t'e. •��.: 11 _�1�i�.''_rlr�! r�;�l! J AA-_ k - - FLOOR I mIN I 4 ♦ _\ ' Z cn G7 SI O" Ell 3q' O 2 _O Q / y / �1 GARAGE -im O Cr)F 4 4 CO 12 C..7 C.7 0 6 / 12 1 71 I I� I0 6 a FLOOR I T.O.F.S. e± FLOOR I T.O.F.S. \ 5 �-7 I --- - - - - - - - - - -- - - ----- - - • ROOF TRUSSES & SPACING PER PC Pt'MANUFACTURERS - HEEL HEIG LAYOUT \ PRODUC11ON MANAGER d C S' "" HEEL HEIGHT F L O---OR 3 - - ( X x.X S —FLOOR Gary Culp\ -\ - \° ° » RELEASE DA LE: 12/23/10 B2 BUILDING SECTION : q -O / REV I DATE / DESCRIPTION 3 \ N C A UNIT B&C REVISIONS • N / 04/01/2011 -To a BATH 2 z O7HAL�.N // W. I .G .N \ — +r ,. s L � \N� \ �r Q N FLOOR 3 F.F. t j . _ _ _ N ` FLOOR 3 F.F. \ 1— 1 FLOOR 2 1-- .. I I I I I I f' • -I _ N 11.111111111.0 11111 - - FLOOR 2 mis ! A O - - - - ; _. �; - - - h O / IO . n 0 ��.� \ N N ` A i N N GREAT 'ROOM z O NN 1°WL�R �� p 4 Y oQ N . t cn z. da Q Q N N SIMI. N Qw N N ' So W J N .. n z PP�R,,OOTJPECT TYPE FLOOR FLOOR I >e `i ' � �I - - C NNN�I�i � 5 �' _ • FLOOR 2 F.F.- MT* w COMMUNITY NAME • �! , i, i�a. . 1 FLOOR I "\ Summer Creek 1 Townhomes a 1/4C.17.." : N , 3�-O�I,�•-+# 0 LAWSON COMMUNITY ID .. \ \ j OOOO GARAGE FOYER PORCH -'t N GARAGE HANDING . I y c0 z / (Varies) AS 3 .� _ ( % SPECIFICATION LEVEL PLOD . 0 . I qq FLOOR T.O.F.S. • - ; J 1 ' / ++ `' FLOOR I T.O.F.S. \ o z - - - - - - # I w PLAN NAME I 1 S 2 .s 0 i I I AD,S r� py ,00 N NPC PLAN NUMBER 44 1-1 • `�--.�� zz LAWSON PLAN ID BI BUILDING SECTION OOOOPLAN NUMBER /NAME SLJ I � � I N AT I ON — UNIT (L.. 07 14) I OOOO , SHEET (c) Copyright Pu1te Home Corporation - 2009 04.52 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / BUDDING SECTIONS - UNIT B / F:\BSB REPI ICATFD\PULTE PROJECTS\N3W10201-TCG3-SUMMFR CRFFK TOWNHOMFS (PORTI ANDI\RI OCK OUT\BIIII DING 04\BIIll DING 04 COMP_OSITE.D)N ❑ KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS, N rtl 12 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. O °� ^i 6 3. GIRDER TRUSS. • r•,I CT). `^V i II 4. R-41 INSULATION IN CEILING. L\ 12 • > t 5. I-JOISTS PER MANUFACTURER'S 6 2 SPECIFICATIONS. 6. R-30 INSULATION IN FLOOR. • t� N ROOF TRUSSES 4 4 N I"'1 SPACING PER 1. 2x4 STUD WALL, fs, HEEL HEIGHT O \ MANUFACTURERS 8. 2x6 STUD WALL. CU ;t LAYOUT q. R-21 INSULATION IN WALLS. ��+ O �. HEEL HEIGHT ;- V o FLOOR 3 N S �� FL00�8 \ V I a J v 111 �_O 1, (6 ¢' (I ISECROOM 2 UTILITY O . 8,4TH WNER'S SUITE 0 N 5 FLOOR 3 F.F. FLOOR 3 F.F. FLOOR 2 'LtS UUUSUSUUII•US•U StS• U_ lU ;h�i�J;;\ FLOOR 2 mY\ i ki N \ 'a' rt -im GREAT ROOM ICI TG1-4EN 7 m \ It" C4 c>J P4.0 1 r "`% 5 6 m ■ V FLOOR 2 F.P. FLOOR I - - - .- I� �1:'�!�1.11 11;n_'r'i`!`_ka. . _r�!IIJ►!�!�`_us-�iar. _I �.•!: I►`.�'�` '��. _+I i 9!�'IL'�'.�'1`.�AA'I ..�!�'�` !"p� - - - - - FLOOR I N\ • 1 cn S'-O" 36'-O" z Q AAS —163 V 0 12 o Cr) % 6 Z k. 12 I PLOOR I T.O.F.S. G FLOOR I T.O.F.S. \ 6 ? 0 0 4 ROOF TRUSSES 4 / T.HEEL HEIGHT SPACING PER \ MANUFACTURERS . d. LAYOUT _ �♦� HEEL HEIGHT PRODUCTION MANAGER FLOOR 3_ _ ) FLOOR 3 \ Gary Culp ® BUILDING SECTION \ F I 36'-O" �' - \ RELEASE DATE: 12/23/10 1, REV DATE DESCRIPTION 1 r N UNIT BM REWSIONS N\ • o 04/01/2011 ri P -im a BATH LINEN HAJrL 1^4. 1 .C . 1- A � ( � 2 i5 _ KI N `,� , S / . N th FLOOR 3 F.P. ♦ \ FLOOR 3 F.F \ t0LC1.sL-1 _ %y ` FLOOR 2 - - - 1� _SSUUUSS_ �aC ` \\ \ �l I� FLOOR 2 mN\ Q 0% 0 AD.2 : \ ■ O VN h 7( I oQ O I A F W \ c0 L� �q,,_ is _Ii0 ;, GRE,4T ROOM o 2 N l' w D OWL�ER _ Y A o o a � \ o �� N 'co Ca Q N .r SIM. x I' : ' W J \ N BI N PROJECT TYPE PS O MI FLOOR 2 F.F. r_ r �t•U U_`__ "r - - FLOOR 2 F.F. a � Q call- CA ♦ COMMUNITY NAME ��+ p ��'Y I FLOOR I \ v Summer Creek FLOOR _ � � _�!�!��A' �1_��A�_.►r♦•�•�_ _ _�!��_��!�h'� \ �� i .:Al � ' r Townhomes P3.o 361-0" .- 3'—O"�� .r,� o LAWSON COMMUNITY ID ∎ €, INu 2' Oh WWs 0000 , GARAGE ' Ott PORCH -im co GARAGE HANDING 4 y z Varies) �? Qa Z 4 •,0 14 _1 , rI ¢ A3 o PI.00 � SPECIFICATION LEVEL FLOOR I T.O.F.S. �� •t- _ ' / ei I r - FLOOR T.O.F.S. \ o i ' , �' ' ( - — Nry PLAN NAME s�"...ri AD.S ^ PLOO N NPC PLAN NUMBER I I : S • z LAWSON PLAN ID Si BUILDING SECTION 0000 �/ I L I I � e S C T I O N 5 U/ � I T G \ L. ® T I 5) LEGACY PLAN NUMBER /NAME SHEET 04.53 (c) Copyright Pulte Home Corporation - 2009 PI OTTFD: Mar. 30. 11 / Ranslow. Kevin / BUD DING SECTIONS - UNIT C / F:\BSB REPLICATFD\PULTE PROJFCTS\N3W10701-TCG3-SUMMFR CREEK TOWNHOMES (PORTI AND)\BLOCK OUTvI111 DING 04\RUII DING 04 COMPOSITF.DWG 0 KEY NOTES - SECTION: ..M 12 I. ROOF MATERIAL PER SPECIFICATIONS. o �I ' b 2. MANUFACTURED ROOF TRUSSES o 24" O.G.. 0 N rio 1 3. GIRDER TRUSS. • 1-1 E 4. R-4q INSULATION IN CEILING. Un i. 12 2 5. I-JOISTS PER MANUFACTURER'S • 6 a SPEC IFI GAT IONS. 6. R-30 INSULATION IN FLOOR. • t� \ HEEL HEIGHT_ 3 7. 2x4 STUD WALL. F� pi 1..._,. ..--4---- --- -- �I�li S. 2x6 STUD HALL. N 0 q. R-21 INSULATION IN WALLS. m HEEL HEIGHT O �I FLOORS AAA?AA -Ai4AAla - --FLOOR-3- 4\ V - - - - - - - - - - - - - - - - \ m m lay m \ 1 :FA El r et �.{ � 34'-O ' 2'-O `v 41 5E::ROOM .� 8 4TH 2 O . SATE- OWNER'S SUITE ^� q ► �s FLOOR 5 F.F. . `_ _ FLOOR 3 F.F. �_ ► mit\ , FLOOR 2 �S i FLOOR 2 \ r � �t 0 -Tm L'P N I NG ROOM GREAT ROOM v- IG4. E P4 G• 5 6 FLOOR 2 F.F. _ i FLOOR 2 F.F. FLOOR I _ _ -psi_SANiA A-AA!AAAwl! i9�LAAA V'!i�aAAA�!�AAkAA !aA AA wAAA ki aAAs saAA ___AA,A A �.1_ FLOOR I m"'\ �"i `. r .• .. z I D e t4RA e e -im 12 V N a3 b 11--j o CX) ',�. 12 FLOOR I T.O_F_5. - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - FLOOR I T.O ES GH \ - - -\ - 2 b HEEL HE T \ 4 5 PC1 5 0 h1 _ PRODUCTION MANAGER 5... •AA +Ault HEEL HEIGHT y Gary Culp FLOOR 3_ nfl - - LOOR 3 • A2 BUILDING SECTION \ -_ �q \ RELEASE DAIS: 12/23/10 • • I JI 34 _O 0 REV DATE DESCRIPTION S UNIT B&C REVISIONS 04/01/2011 IuJ \\ \' E -IQ a A BEDROOM a LAUNDRYg o z N W. I .G . y 63 „ILL' — _--- H t l N\ S - N A � Wd \\\ �% q I- , FLOOR 3 F.F. • , a N k - FLOOR 3 F.F. \•• FLOOR 2 : /*. 1 I' _ _ - 'I FLOOR 2 \ Q MID I A fG I TGf-fEN POWDER \ 1 N Q iw N. g zo z \\ • SI4 x N 3 V \\ B1 `� PROJECT TYPE z {7�? . -,` 0 6 S W W \\ N P3,0 MP FLOOR 2 F.F. �_ -_- i \\ rI ,. ... FLOOR 2 F.F. ° 6 — i --- 4 - \ COMMUNITY NAME FLOOR I - - - - - , ► of.AA..Am.4k&&&4& &AAAAA U A *Ai • ,.1I N l I �. , . I 1 FLOOR I Y N _ _ -\ N Summer Creek Townhomes �AI 0 �•...: o• P" • 34 0' 2 -� 4 -C LAWSON COMMUNITY ID �� . f 9 / f- I uQvO ■ G101RJa a COYER ii PORGf-f m GARAGE HANDING z (Varies) A3 0 SPECIFICATION LEVEL Pl.00 E3 0 FLOOR T.O.F.S. �� '`�_ _. L o_L `� FLOOR I T.O.F.5. \ o ----- . - _ PLAN NAME 1 I I A2 ` _ i I I wP1.00 In NPC PLAN NUMBER `.. •.� 1 0 z LAWSON PLAN ID AI BUILDING SECTION , 0000 PLAN NUMBER /NAME 0000UIL INe CiTION ® UNIT A (LOT I17 > , SHEET (c) Copyright Pulte Home Corporation - 2009 04,54 4 • 4 1 1' u. I i.l 0, .' 1 1 1 1 1 1 1 - 1 . . . : II '. I 'LII 1 1 1 1 - - inl : : . 1 J1.1u •I :11 : 1 . 1 11 1, : 11 0 . COC.0 SITEJ_WfIIP_l0SITEDWGG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( ) 3 I/2" o 20 _0„ ROUGH UNLESS NOTED OTHERWISE, ALL cV N / f d` EXTERIOR WALLS ARE ( r 1" ) 5 1/2" ROUGH. O •+N `N q'-II B. ALL ANGLED; NGLED PARTITIONS ARE 45 DEGREES • rim( E N / UNLESS OTHERWISE NOTED. (� c /L.\ 12'-64" 2'-10" 4'-1 " 13'-11 " 6'_0" G. ALL CONCENTRATED LOADS SHALL BE • C� `/ / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, �- 10'-O" 2'-64" 10'-O" 3'-II;Z" POSTS AND/OR SOLD BLOCKING. / / / ' / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING /� w I" MN NM UNLESS OTHERWISE NOTED. (_^_J 0 4x6 POST E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL N OPENINGS UNLESS OTHERWISE NOTED. V 00 ET Qi ! ! \ C7 F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE GO ■ (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ,�.�I SHALL BE (2)2x4 MIN. eV ca,L) flq OPT. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS ■� r-I GONG. O AND/OR GIRDER TRUSSES UNLESS OTHERWISE 04H j PAD 9 O - cn ' rp CO I CO H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O O O Q .0 9 3'x3' HANGERS ff SET SPACING FOR ALL TRUSSES, n ' (*I 1 3'x3' I d3 © CONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE ^ rte-+ �`1 GONG. 0-' PAP WINDOW IN ALL BEDROOMS TO HAVE A CLEAR PAD i EGRESS OPENING OF 5.1 SO. FT. WITH MIN. \ \ \- \ \ \ I I I • • \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; �® SILL HEIGHT NOT GREATER THAN 44" ABOVE �r / ., 1 FLOOR, PER 2005 OREGON RESIDENTIAL , SPECIALTY CODE. � r o J. PROVIDE FIRESTOFPING EVERY 8'-I 1/8" rat VERTICALLY IN WALLS > 8'-I I/8 K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" DIA. L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD O O INCLUDING RAILS AT OPEN SIDES OF STAIRS. Z O -0 7 " M. ALL GUARDRAIL BALLUSTERS TO BE SPACED I .0 SUCH THAT A 4" SPHERE CANNOT PASS r GAR BETWEEN BALLUSTERS. " N. ALL HANDRAILS GUARDRAILS TO MEET 2008 O ", TANt� M ?At E G . AGE OREGON RESIDENTIAL SPECIALTY CODE. 8'-I I/8" 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE '-". a Iq'-I" x 37'-O" 6'-8" MEASURED VERTICALLY FROM SLOPED w -4 50t3 SF PLANE ADJOINING TREAD NOSING, OR FROM E e FLOOR SURFACE OF LANDING. 11'-6h" 4'-I;" 4'-3 " P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT j p / / �/ ARE SUBJECT TO RELOCATION DUE TO FIELD II'-6 -1" 4' 4'-4" CONDITIONS; GONTRAC•TOR TO VERIFY.is) / / / °I- - \ \ cc Sc -\ I O\ O w O 6x6 POST i m KEY: I Q I Q IN STORAGE O DENOTES WALLS WITH TOP PLATE GREATER THAN w m O CO ' UNDER I 8'-1 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS p in 1 STAIRS O FROM FLOOR DECK TO PLATE --_'., < a PROVIDE GYPSUM \ i - - 6 0 BOARD UNDER STAIR L_ -- • _ VD AS REQUIRED St __ I r THE 2008 OREGON' - 0 RESIDENTIAL CODEi DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER 2868 Gary Culp HDR. ® S'-8" \ \ RELEASE DATE: 12/23/10 N N D REV @ DATE / DESCRIPTION (d r W W UNIT B&C REVISIONS ii - - 04/01/2011 �� o OW _i In' -0 \ a WALL / \ dv -TN G In 0 is ' A lU O POYR m 6 ri \ th A l- (� 52' 8'-0 w 4 E O // �V' N -� c 68 0 N in A W v \ (n n p 0 0 o r , — h- -- N �� _ - ■ Cl\ I A ! \ \ \ -IN\ gOTO OGD O O r I O 0 S HDR ® ?' O" l Y Q S O = 0 N N N -iN\ b r. --- — N N N PROJECT TYPE a A 0. mF ® o. COMMUNITY NAME I1 H Summer Creek 5&2'-02" 3'-4" 2'-4" 5." Ed Townhomes / // / / // o LAWSON COMMUNITY ID 1'-4 " H'-3" e3 ' / 5'-10" / 2'-1 " / 5 0000 / / 11'-4" / / 8'-'7 " III-4, 8'-7;" N te GARAGE HANDING f / / / '� 2 (Varies)if 20'-0" / / / Z SPECIFICATION LEVEL 1 0 E 0 z In PLAN NAME a N NPC PLAN NUMBER 0 0 z LAWSON PLAN ID 0000 ON T LOA:, O N T LOA LEGACY PLAN NUMBER /NAME 0000 LJN 17 AM O JNW T I ON/ SLAE3 FLAN N I T AM FIIRST FL. 00IR PLAN SHEET MIRROR A3-1.1 (c) Copyright Pulte Home Corporation - 2009 PI OTTED: Mar. 30. 11 / Ranalow. Kevin / UNIT A - 17 FLOOR - FRONT LOAD - NO WINDOWS / F:\BSB REPLICATFD\PULTE PROJFCTS\N3W10201-TCG3-SUMMFR CREEK TOWNHOMES (POR11 AND)\BIOCK OUT\UNITS\UNIT PI AN SHFFTS - MIRROR - UNIT A.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( '`-'' ) 3 I/2" o 20'-0" C ROUGH UNLESS NOTED OTHERWISE. ALL c i N / % EXTERIOR WALLS ARE ( 1-'4 ) S 1/2" ROUGH. 0 .'-' N Iq'-113" 3" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r•-I Cn / r UNLESS OTHERWISE NOTED. (n N S'_g ,1 8I-q 5 _5 G. ALL CONCENTRATED LOADS SHALL BE • t•-'I '0 / / / / 20 _0�� Q TRANSFERRED TO FOUNDATION VIA BEAMS, MIN MI POSTS AND/OR SOLID BLOCKING. I1'-113" I 3'I D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING /' , 1 1 t ch fIOY1 / UNLESS OTHERWISE NOTED.q IF 0'-6" '-53" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL / / OPENINGS UNLESS OTHERWISE NOTED. V 4'_O3, 5-5 F. POSTS AT HEADERS IN 2x8 WALLS SHALL BE °C)/ / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS Ili SHALL BE (2)2x4 MIN. ( ¢.1 al RI =eat< G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS ri( I AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••‘■ ritl 0 01 0 iY O 0 O NOTED. -� Q O s p1 Co N _T N T H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O p 0 0 Q 0 c0 S S HANGERS 4 SET SPACING FOR ALL TRUSSES. n , N n � p H I. WINDOW SUPPLER TO VERIFY AT LEAST ONE ^ . pm(In J d O D m m IY WINDOW IN ALL BEDROOMS TO HAVE A CLEAR m t I Q EGRESS OPENNG OF 5.7 SQ. FT. WITH MIN. \ \ ) f =111 \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; r---T SILL HEIGHT NOT GREATER THAN 44" ABOVE t 1 �l 0 I FLOOR, PER 2008 OREGON RE51DEENTIAL , SPECIALTY CODE. /EMI I, J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" /dr. �!/✓GC o ■O SE]�ROOM BEDROOM a VERTICALLY IN WALLS > 8'-1 I/8" `s S A6/A-3.0 5'-11 ' 8'-I I/8" 8'-I I/S" = - K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV q'-8" x q'-8" 0 q'-b" x a'-O" O T7 I NG RO�'M C/A-3.0� , Q w - CO IN p q3 SF 1 1„ ! 6 1 55 SF O AND TERMINATE TERMINALS, V4F HND ANOFEL 4 SOOR 10'-0" x ?'-2" O d, d ry 5'-5 -OI -42 2 82 3 -82 51_32 L. ALL GUARDRAILS TO BE MIN 35 ABV TREAD 11 SF N I 10 �U"< '9 _ / / / INCLUDING RAILS AT OPEN SIDES OF STAIRS. _3 KITCHEN A M. ALL GUARDRAIL BALLUSTERS TO BE SPACED VI° SUCH THAT A 4" SPHERE CANNOT PASS D/`i�� \ \ i , I \ BETWEEN BALLUSTERS. .� 4068 BIPA55 4068 BIPA55 I--7 'II 2' 6" 8'-4 0 3 -112' S6 ' J - - 1 `�s �` -IN `� -U' -t N. ALL HANDRAILS d GUARDRAILS TO MEET 2008 '11 I SO-PIT AT Y\ ` \ _ 0. OREGON RESIDENTIAL SPECIALTY CODE. q " A.F.F. ' FANTRY N SB R '11-52 F 'I ° r 58 R N CLEAR HEAD HEIGHT AT STAIRS SHALL BE °ry • ' — L v --� �: / w -- m 6'-8" MEASURED VERTICALLY FROM SLOPED '� p _� _ r 1 24 T.B. J� ry _ PLANE ADJOINING TREAD NOSING, OR FROM • < J / U (� i� FLOOR SURFACE OF LANDING. `> P. Iry HOE" in � � 5ATH ,4 m fl 0_ I N HOOKUPS in H 4' 2i6" Oi 51-0'1 S 11====.1 in p p R' /A'= E� mn m H/A-3.• R Q \ cies F2 VSHELP N P. ARE SUBJECT TO RELOCATION DUELTO F ELD T • nl N m � } n� �, CONDITIONS; CONTRACTOR TO VERIFY. .�Q— — — — �J —I 14 Wa1¢. O — — — — — �lTJ z Ipj .b p Q 2468 r `..'�— - — — — -p \ l rug .I �� N '-- '� O i O J I m 2x6 WAI t,, o \ m 4!t �� rr;:Irr 5080 S.R.O. 68 5. �� .D KEY: si 1b80 S.R.O. m 1" _q 2" 2'-53" -8 - m I m 53"� _� -ha [Jk C � — w / / / w v DENOTES WALLS WITH TOP PLATE GREATER THAN p rl U p O y� R x 0 iN l N 1 p 8'-1 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS Q 11 n ' m m d m FROM FLOOR DECK TO PLATE a b N < in O Q WN51¢'S MATH a w V V NI- L - _ 7 (7\ 1 J/A 3.0 42" OW E_-_ W P O j — _ 24 T.B. = O ml O WALL Z O GREAT OOM 42" LOW \ �- �� ' \ �= IL DENOTES DROPPED CEILING OR SOFFIT " C N- -I PRODUCI10N MANAGER q -I I/8 WALL 15'-I" x I1'-• " _T \ ___.1,_ N (.` GarY Culp 2342 F 2'-6" 41 " 4'-32" l- ' RELEASE DATE: 12/23/10 0 REV DATE / DESCRIP110N `I V '�� m UNIT DK REVISIONS - MATGHLINE 'A' m Q MATGHLINE 'A' J - A oa/Ot/2ott \ - \ o `AI- o -in OJ�NNER'S SUITE SsR 0_ A II II II II 1 H II II N e'-1 I/8" _ - - — L°=' fl O cv 13'-10" x II'-II" YV.I .G. I N ; o_ "a � Q al O in I5q 5F �� `;T I m w i— 2468 \ ti� � l, a _F \ \ ww A O O O n !L ' � I Ir N V I r i11 \ \ \ \ Ln A 0 I o O N = Q 1 I � � I Q � xs A N L_ O I O u_ � o t Pi 0 JO I �T1 ; -i 0 OQ N Q N n L I O Q 2 Qo 0I O Q m a 0 MF PROJECT TYPE Al IF ® c) , 6'-O" 6'-O" I'-4" 3'-113" w COMMUNITY NAME / A / / A Summer Creek 4'-O" 3'-11 " / 21_51, / 5'-3 " / E / / / o Townhomes WSON COMMUNITY ID 12'-0" T'-113" / 2' o" / n3" / 0000 / / / W q'-113" 3" / GARAGE HANDING Iq'-113" ti / / (Varies) 20'-0,1 � / 201-0'1 o / i z SPECIFICA110N LEVEL G o I 0 z Cl, PLAN NAME a N NPC PLAN NUMBER 0 0 z LAN50N PLAN ID 0000 LEGACY PLAN NUMBER /NAME j 0000 . U NI T AH S / / I�M L_ O O PLAN U N I 7 AIs/ 7H I d� LOO F L A N ' SHEET MIRROR (c) Copyright Pulte Home Corporation - 2009 A3 2 1 4 PLOTTED: Mar. 30. 11 / Ranalow. Kevin / UNIT A - 2ND - 3RD FLOOR - NO WINDOWS - FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMFR CREFK TOWNHOMES (PORTIAND)\BLOCK OUT\UNITS\UNIT PI AN SHFFTS - MIRROR - UNIT AMC o o N CHASE N -FOR VENT •� • SOFFIT � (J, . 01 N WMgG30 136 -" 1130S6 I_ 1/e036 W3618 HOLD CABINET OUT 12" 4H W3a36 - W2436L WI336R FROM WALL . , ^/ - -- - - - -- '/'�J 3.. I/2" • 11 ILE ^ w O - _ - - - -- +l -FILLER I I FILLER 11 I I FILLER 1 I - I - I_ - _ MICRO/" - - --_ _ _ -- - _ HOOD - - _ - I\ I V 1 I1 I-- _ C� ¢ REF. t JI- - - - 5PAGE �� • f 1 If , r I I , --_ 1 - J 4 - - ------ --- - - I I IL II LI - - -_ IT'I'I ( 3.I I� J 1. � 11 I I FILLER - - 1 I I I I — 1I�� o I . ,' I I 1 I I BD418 DIN 5886 BISL 1E350 RANGE 830 DB418 524R �� / I I-6° , 21-0 " , 3I-O" Hs, , , 21.6I 2,_61' , 21.6" / 21-00 I I.6 2.O '•.Gb7 A K I TGHEN K I TGHEN ISLAM, ELEVATION (ED KITCHEN - -4 — LIGHT ` 4 /, / RECESSED . \ / WALL SI ABOVE Z _ ® �� O I RRO. / OPEN �T \-- 361D.V. TO / GAS FPLC DINING 1- 7 0 o 9 � W / py V 3611 D.V, `fl R.O. FRAMING 1 O-iv FIREPLACE <f - -Ir . �I A It W/ FLUSH / HEARTH I / VARIES I EXH, VENT / g P, \ \ I \ F I REPLAG PRODUCTION MANAGER MANTEL SECTION ® FFJ__G FLAN VIEW Gary Culp AS RELEASE DATE: 12/23/10 SPECIFIED REV ! DATE DESCRIPTION UNIT B&C REVISIONS POWDER BATH CF.- TYPICAL. S.R.O. • GREAT ROOM 04/01/2311 OPTIONAL N r LIGHT la LIGHT A \ w allil, , 48"x 42' N En A 1 3611x 4211 in MIRROR m MIRROR 1 i W 0 o �. a [-_--LJL--J - - r I r -'I ---' `� PROJECT TYPE L _1.1_ J - /�` ri - i r O - . H m��11 • 6 COMMUNITY NAME �--- --� " Summer , Creek VSDB3363OL VSDB84836 TOW T"OrrieB • 0 LAWSON COMMUNITY ID 0000 El GARAGE HANDING S SATH #2 OWNER'S BATH z (Varies) z SPECIFICATION LEVEL 0 0 0 z z N PLAN NAME a N NPC PLAN NUMBER /�� 0 U 1\l I T A M n I N T R I O R L \"A T I N S z OOOOPLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET MIRROR (c) Copyright Pulte Home Corporation - 2009 A 3.0 PLOTTFD: Mar. 30. 11 / Ranslow. Kevin / UNIT A - INTERIOR ELEVATIONS / F:\BSB RFPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CRFEK TOWNHOMES (PORTLAND)\BIOCK OUT\UNITS\IINIT PI AN SHFFTS - MIRROR - UNIT AMMO LECTRICAL SYv BOL KEY o ai N LIGHT FIXTURES • Uj c k • d1 11 RECESSED GAN LIGHT • Yh�, E 11 RECESSED CAN - EYEBALL -- CEILING SURFACE MOUNT LIGHT t 0 Fe- -- - - -- - — - - p - - -- - - - WALL SURFACE MOUNT LIGHT 0 LIGHT w/PULL CHAIN SNITCH WALL SCONCE (� r FLUORESCENT FIXTURE •d—+ (LENGTH FT/TUBE) ccn COPT. 7 I LOCATE OUTLETS O O up n IA/Cs N LINE \ ti > W/ LIGHT GFI-wP _ dM-F DUPLEX OUTLET L r ri�Ji 0 \ HB_ / i© 1�) Hi SPECIAL PURPOSE OUTLET 1 1 I• \ I��.II II -� i (I.e. W.P. - G.F.I.) / \ jl % 4) 4) nt SWITCHED DUPLEX OUTLET �� Sr t 1 o RANGE/DRYER 220V OUTLET • '� o -- r ��G}>? �/J/ — APPLIANG in GF! SE1�ROOM 2 ISEDF2OOM S Pp DIRECT WIRE CONNECTION t OPT.a- - OPT. .(�} -4 TELEPHONE OUTLET T GFI I I 0F1 \ I 4 GAN (TELEVISION) OUTLET // 1 i ',':fit \ -0- I T -- - / L - - I \ C)_ O / -0= THERMOSTAT T71 N I NG ICI TGHEN I 5D -z _ UNDER COUNTER OR I .,e G4.I O / - -7 CONCEALED OUTLETS �� / — �� • r \ / �17 SWITCHES fit' SINGLE POLE SWITCH I 2-CAR 5-O�� _ [±i� I LS 8? TH 2 u rl fi a �:. / 4r r 1- r-- 111 55 THREE-WAY SWITCH y� 54 FOUR WAY SWITCH I GARAGE 1 OYV17E4 _ m �y �--� ■ I y — �, \ 5 USER DEFINED SWITCH Q • - I�--I —;=' \�I ,a r _ MIS FIXTURES [ 1 o (Pee . GP1 al ` L J�I T:ia ;_ , 0 Q�`� OUTLT, al U LJ EXHAUST FAN/LIGHT V I / , 1 TV AND \tea R S =e_ \, r•, PHONE LJ EXHAUST FAN/LIGHT/HEAT 1� OPENER 1 / +_, N TO — / �� U• SMOKE DETECTOR 1 -.-- // /' OPT. - • �- IL ZO ELECTRIC WALL HEATER OPT. / „HT PRODUCTION MANAGER BUTTON LIGHT i y i3 _0 Gary Culp \ / TT. r I U TO -' I 0, ,' //-) I PANr� ELECTRICAL PANEL r®- RELEASE DATE: 12/23/10 / L HT t.----- — REV A DATE /DESCRIPTION / •aD � I 1 - 70 J / EMERGENCY LIGHTING Q UNIT BdC REVISIONS l� r 1 GREAT a' // �ex-rl EXIT SIGN o 04/01/2011 �F1 fZOYE I % OPT. \ � ROOM �/ -Q- _ BASEBOARD ELECTRICAL A 0_ \\ °'1 1 HEATER < I� - ELECTRIC \ 1 n NALL �Y'1 \ O.NNER'S DOORBELL CHIMES A VI O HEATER OPT. OPT. \ •• SU 1 TE 1A1.1)%. R O \ .. O DISPOSAL --- a A I—` N (_ _ " \\ w� OPT CEILING FAN/LIGHT j N 6 HPJ I I] r m / 111 r) (1) 4 I L -=8 E u� FLOOD LIGHT Q VO H L_T \ )'n I \ L ELECTRICAL PLAN NOTES P W I A. ELECTRICAL CONTRACTOR TO PROVIDE N A - - - — _- __ - -C L --J REQUIRED DIRECT HOOK-UPS/CUTOFFS, a B. HVAC CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE C. ALL ELECTRICAL AND MECHANICAL EQUIPMEN o MF (I.E. FURNACES, A/C UNITS, ELECTRICAL PANEL , SANITARY SUMP PITS, DRAIN TILE SUMP AND Il. COMMUNITY NAME HATER HEATERS) ARE SUBJECT TO N Itl Summer creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ 2 Townhomes INTERCONNECTED TO IAALLL OTHERS, MAX 10'-0" P+ 0000 COMMUNITY ID FROM ALL BEDROOM DOORS. MN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETECTOR GARAGE HANDING PER SLEEPING ROOM. 2ch E. PROVIDE AND INSTALL LOCALLY CERTIFIED N (Varies) SMOKE DETECTORS AS REQUIRED BY NATION4 , FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL ° GOVERNING CODES. 0 F. PROVIDE AND INSTALL GROUND FAULT CIRGUITN PLAN NAME INTERUPTERS (CFI) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE NPC PLAN NUMBER cm q#�� I `� .y#.�� I /�� I /°� REQUIREMENTS OF ALL GOVERNING GODES. d� ® ® CON :". i� ® V d� !s/ ® z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 L T I CAL FLOOR. FLAN, SHEET MIRROR (c) Copyright Pulte Home Corporation - 2009 A3-4. 1 PI OTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - FRONT I OAD - ELECTRICAL - NO WINDOWS / F:\TSB REPLICATFD\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTI AND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT A.OWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( l`-'I' ) 51/2'1 r 0 'el G 16'-p { 16'-O" I ROUGH UNLESS NOTED OTHERWISE. ALL }•� c- nl EXTERIOR WALLS ARE ( I '1 ) 51/2" ROUGH. O l^'V 5'-II" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • l^V I UNLESS OTHERWISE NOTED. c L\ 4'-,2" 2 -10 8'-62' 6'-O" q'-I I" C. ALL CONCENTRATED LOADS SHALL BE • r-1 •T• / / / TRANSFERRED TO FOUNDATION VIA BEAMS, > r - 62" '-O" L-112" 7'-112" POSTS AND/OR SOLD BLOCKING. • rimi // / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING ^ w UNLESS OTHERWISE NOTED, IF�•1 cn 0 E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 4x6 -OST OPENINGS UNLESS OTHERWISE NOTED, ti./ o E \ \F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE R'a I (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS j ��---+++ I SHALL BE (2)2x4 MIN. CZ OFT. a ALL TRUSSES TO BEAR ON EXTERIOR WALLS r� c::)•• lU GONG. AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4J rel 0 PAD O p O NOTED. 1; ( CS) cp cq c0 1 9 CO H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 0 a aJ - 31x3' HANGERS SET SPACING FOR ALL TRUSSES. O 3'x.5' GONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE GONG, cl IX PAP WINDOW IN ALL BEDROOMS TO HAVE A CLEAR FAD EGRESS OPENING OF 5.7 SO. FT. WITH MIN. \ 1 \--"t. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE �n ® FLOOR, PER 2008 OREGON RESIDENTIAL ' SPECIALTY CODE. • 1 o J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" ft VERTICALLY IN WALLS > 8'-I I/8'. K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. n N 0 L. ALL GUARDRAILS TO BE MIN 36" ASV TREAD - 1 tY V INCLUDING RAILS AT OPEN SIDES OF STAIRS. Z .� I in N M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < -00 2 C/ Fe.� SUCH THAT A 4" SPHERE CANNOT PASS TANDEM i- Abo AGE BETWEEN BALLUSTERS. P•-•4 P4 at 8'-I I 8" N. ALL HANDRAILS S GUARDRAILS TO MEET 2008 0 is 15'-2" x %8'-O" OREGON RESIDENTIAL SPECIALTY CODE. 0 S 474 '•F O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE I 4'-4" 1'-8 " 1'-II " 4'-52" I'-82" q'-II" 6'-8" MEASURED VERTICALLY FROM SLOPED r, ow PLANE ADJOINING TREAD NOSING, OR FROM c 4. FLOOR SURFACE OF LANDING. 9 F O P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT " r ARE SUBJECT TO RELOCATION DUE TO FIELD O 9 STORAGE ica CONDITIONS; CONTRACTOR TO VERIFY. s UNDER W a In If STAIRS m KEY: PROVIDE GYPSUM C ai BOARD UNDER STAIR Oo DENOTES WALLS WITH TOP PLATE GREATER THAN r:i) fleas O AS REQUIRED BY 8'-1 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS CU m FROM FLOOR DECK TO PLATE Q THE 2005 OREGON O I RESIDENTIAL CODE ° P i -IN in - DENOTES DROPPED CEILING OR SOFFIT in PRODUCTION MANAGER Gary Culp '" RELEASE DALE 12/23/10 ut = q REV/ DATE /DESCRIPTION r r -� Q UNIT B&C ONS ° A REVISI N N iF- 0 04/01/2011 0 D. n . H — ♦ r N A pet roYL° - -- n 2868 m 1 H.R. � 6' W Ot 1 SIMPSON rr ^ 5'-"1" 82" -IV I -Tr STRONG n / \ O O / z- m3- ALLS a1 �� I A W 0 \ 8010 OG IP I \ En m ttl h CV - - — — - — — — — — — - N a PROJECT TYPE \ \ -IN. ■ _ - — j —T \ \ 0 ml — co) O 00 a ®�m • COMMUNITY NAME I IV Summer Creek 2 Townhomes o LAWSON COMMUNITY ID 10" 8'-3" I'-4" 2'-42" 2'-S" 4'-112" 5'-5" W 0000 " ci GARAGE HANDING 5'-bs" 0'_5" / / -. P 4'-12" 52" 10'-42" C // 2 (Varies) I6'-O" a / }„ I s'-III, 1 2„ Q d Z SPECIFICATION LEVEL I6'-O" 0 0 4. 4_ N PLAN NAME 0 N NPC PLAN NUMBER 0 0 _ LAWSON PLAN ID 0000 �A T L ® A '�O N T L. 0 A LEGACY PLAN NUMBER /NAME ® lJNT S FO Nr, AT I ON/ SLAB 1' ! AN. UNIT a Fliss7 1- 00 PLAN SHEET (c) Copyright Pulte Home Corporation - 2009 B14 1 PLOTTED: Mar. 30. 11 / Ranslow.i(evin / UNIT if- 1ST FLOOR - FRONT I OAD - U / E•\BSP REPLICATED\PULTE PROJECTS\N3W1020L-TOGS-SUMMER CREFK ThWNHOMES (PORTLAND)\BIOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT IDWG FLOOR PLAN NOTE A. ALL INTERIOR PARTITIONS ARE ( 'I`f ) 3 1/2" r o 6'-O" ROUGH UNLESS NOTED OTHERWISE. ALL 1�••{ N nl EXTERIOR WALLS ARE ( t t` ) 5 1/2" ROUGH, O a) l V B. ALL ANGLED PARTITIONS ARE 45 DEGREES • , UNLESS OTHERWISE NOTED. G. ALL CONCENTRATED LOADS SHALL BE • ••'1 'ICI 0 I Qt 16'-0" C. TRANSFERRED TO FOUNDATION VIA BEAMS, '-83" 6'-21" / ■ NMI / POSTS AND/OR SOLID BLOCKING. / / / MI IMMI " I I5-11" I " D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING /2 �N UNLESS OTHERWISE NOTED. 11'11 0 5'-5" 0'_6" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL / OPENINGS UNLESS OTHERWISE NOTED. O • F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE I� t / 41 3 Y 6'-2 (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS N SHALL BE (2)2x4 MIN. ¢ G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS r� riPMCK I0 f' - * AND/OR GIRDER TRUSSES UNLESS OTHERWISE •}t-a' I-"1 N O fn 0 NOTED. 1'.1 k CO Q n L -\'p H. TRUSS MPG. TO SIZE MEMBERS, FASTENERS, O O O &I 1- 0 / 3'-Ilia / 0 HANGERS B SET SPACING FOR ALL TRUSSES. in n 0 Q 1 0 Q; I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE Pm11•1 1-1 1.61 WINDOW IN ALL BEDROOMS TO HAVE A CLEAR ‘0 1 ' s EGRESS OPENING OF 5.1 SO. FT. WITH MIN. \ \ \ 1 �� \ \ \ \ \ \ \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE ^. rj� '�I' b'' p,U�'' FLOOR, PER 2005 OREGON RESIDENTIAL ' 5' TUB/ D P SHOWER SPECIALTY CODE. � a FF 0 L, J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" P��L}��!liQ/ Q �' B4TH VERTICALLY IN WALLS > 8'-I I/8 w m K. ALL HANDRAILS TO BE MIN 34 - MAX 3511 ABV , IT 0 d. SEL7IR.00M 2 = TREAD AND TERMINATE IN A NEWEL POST OR GREAT ROOM T'P''� tt1 ' 8'-I I/8" SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" q'-I I/8.. ,� q'-q" x IO'-3" DIA. I5'-O" x I5'-6" \ w H.S.XG. 100 SF L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD , l 233 Sr J a 2468 INCLUDING RAILS AT OPEN SIDES OF STAIRS. as/ MATCHLINE 'A' � -_.R. 1- M. ALL GUARDRAIL BALLUSTERS TO BE SPACED Z "'• -WI \ D SUCH THAT A 4" SPFICRE CANNOT PASS N P-1 at 4068 BIPASS BETWEEN BALLUSTERS. L c - N. ALL HANDRAILS B GUARDRAILS TO MEET 2008 OREGON RESIDENTIAL SPECIALTY CODE. Q Cl p N 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE Q LOl°T 54R N 6'-8", MEASURED VERTICALLY FROM SLOPED 14 L771471 ' PLANE ADJOINING TREAD NOSING, OR FROM • 4'-54' 3,-6„ 5 -2 , 2868 aE-_„iIi ` , WASHER FLOOR SURFACE OF LANDING. Q \ ♦ 1 4'-I" v q q B-3.0 ii HOOKUPS P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT is ====I=°=, J G.. r� I nl w ARE SUBJECT TO RELOCATION DUE TO FIELD OPT. STACKED CONDITIONS; CONTRACTOR TO VERIFY. -IN t of / °3 � # WASHER/DRYER in C) I- I __7 — r " m (i l L4UNi�fZY 0 0 — OPEN BELOW N N L - _ KEY: a/ O !no = 1 D/W l - N fl 42' LOW Q •E ,♦ (a „ " 0 \ \- DENOTES WALLS WITH TOP PLATE GREATER THAN Q SINK w 4 ' WALL 12" VENTED uJ dT�1- a SHELF 81-1 I/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS �� 0 m _� — -42" LOW G/B- .03 -0 Q O m d cz w "x60" ° FROM FLOOR DECK TO PLATE Q s r WALL I d 4 D_ z 1' ' •WER tY W Li ar Litz, ' KITCHEN t u -0 2068 - CIS c - � I z z ^ ` fI zit I i 0 N B. -Iry O O w , ,, - ® Q 2468 �� DENOTES DROPPED CEILING OR SOFFIT _ 1�Iyy m m m z i C.xH.S. H/5-50 PRODUCTION MANAGER z Q 'm ' m W O News BATH Gary Culp -jay . A d 0 in 4 �� gip" _ G/5-3.0 0 a) a. Vf RELEASE DATE: 12/23/10 pp K' REV DATE DESCRIPTION in d - — w Ltd ��" a4J � I - UNIT Be REHSIONS•�Y i- N 1 4/ !i:: N 1x6 WALT \ o A 04/01/2011 INN p A I I N 0 D n ± \ J c. I N Q . 5'-00M 2468 i• -. CAB •� 0 \ I i 1 T v' OWNER'S SUITE �3� ,� in „ 1 i ry • My L O I N I NS 6 knI� III-4"1x112'-4" 9 cci) a'-I I/8" W.I .G. 131 SF En A 1 10'-4" x 10'-O" 1 r t; 'II 101 5F A . 5$R n \ \ \ \ = 0 N 0 I 9 a N I♦ i 1 ♦ \ \ \ Is HI EI�— \ \ `" PROJECT TYPE 0 Nc0 N cq = Op '-0 a , Q p COMMUNITY NAME B- o : B2 ' 01r 1 o • Summer Creek a s'-6" * s'-s " g Townhomes / / / o LAM COMMUNITY ID 3'-O" 5'-O" 2'-II " 5'-10" '-Ii' H 0000 / / 4'-II " 10'-112" 4'-II 10'-112" GARAGE HANDING In (Varies) �" s'-11" " " 5'_11" 2"/ SPECIFICATION LEVEL 0 6'-O" 16'-O" 111 o 0 z g{ PLAN NAME N NPC PLAN NUMBER 0 Z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 UNIT a s ® I L O O L A N NI T S T I FLOOR. PLAN SHEET B1-2.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTFD: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 2ND - 3RD FLOOR - II - FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLANDABLOCK OUT\UNITS\UNIT PLANSHEETS - UNIT B.DWG ?rl ° N N "+ N CHASE • � E -FOR VENT ,_4„ / • VJ cr k I jr WMgO3O4136 l -ci 01 W2436L W2436R W2136L 1 I W2436R W3g18 1A11236L LIGHT I \ e • 1-.4 - 1 -I - --- - - 1 I . _ ._, - - \ /l n 0 MI4R0/ I / ' - -1 - . HOOD - - - - - - - 11 / - - "IIRROR 8 I I �. I I pe, t cri-- c \ i SPACE D - - - - - - - \ S O r°1 rill TI 1 `0 ,— _ _ I — I I TR r $"'i Cn L'I _ .. _ l/0 aN /Loo m 1 --- - -1 _ - -- - - ' 11 \ - - - - m - - - - -- - r'1 s-I I�'I - -1 .I 1 \ 1 1 ♦ I N. \ ter_ B24L DE3418 RANGE L DIN 5636 , 2'-0" 2 —6" O" 2'—O" 2'—Oz" 3' " q'' . >` �jjn—�J A K I TGHEN fG I TGHEN KITCHEN D POWDER BATH / RECESSED a"� ABOVE c1�a / is3\ 1 ` - 36" D.V. ›. Immaiiiiiii\ - -J GAS FFLC W 36""9-1- D.V. (?.O. FRftMING pq G- FIREPLACE I- = 1 �r / i W/ FLUSH NHNN.HEARTH / VARIES — EN-I. VENT \ _ ' _ \ F I REPLACE MANTEL Gary PRODUCTION MANAGER AS SECTION © 1=PL_G PLAN V �W RELEASE DATE: 12/23/10 SPECIFIED REV I DATE /DESCRIPTION GREAT ROOM o A UNIT REVISIONS e OPT ONAL / \ oa/m/20/zon D. U A \ I- 0 � 0 s1 or iLIGHT W ^q / 1 LI&H o t \ Q uj ri Al l VENTED x 0 O tid SHELF " A 60"x 42" 36"x 42" MIRROR in SHOWER -+1 A m MIRROR DOOR m N I --- - - `i PROJECT TYPE l- _ r____ -i____-1 _ • TT ■ I 6 NT �__-_ Jc -4 11 r _ I I _ o OPEN 1 1 a COMMUNITY NAME CV • _ _ — a, BELOW - - - - - � Summer Creek f --, Townhomes i. -u �- \ \ o LAWSON COMMUNITY ID VSDB33650R V5DB86036 BSs W 0000 • 3'-0' , • 5'-0" , 3'_O.. GARAGE HANDING• (Varies) 0 BATH #2 OWNER'S SATH 0 OWNER'S BATH . L?AUNI,RY 6 SPECIFICATION LEVEL P, in RAN NAME 0 NPC PLAN NUMBER V N I N T O R I I; . L. X A I O a1 S z 0000 PLAN ID LEGACY PLAN NUMBER /NAME SHEET (c) Copyright Pulte Home Corporation — 2009 O PIOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B — INTERIOR ELEVATIONS / F:\BSB REPUCATFD\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTIANDI\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT B.DWG LECTRICAL SYVBOL KEY p LIGHT FIXTURES • (j ici9Titi N NI rit o' a RECESSED GAN LIGHT • t�l r i RECESSED CAN - EYEBALL • i 4 _ -S- CEILING SURFACE MOUNT LIGHT 0 I-�- WALL SURFACE MOUNT LIGHT TO ` eeE LIGHT IN/PULL CHAIN SWITCH r+ ® HALL SCONCE (t, r v ., FLUORESCENT FIXTURE + ' (LENGTH FT/TUBE) 1t"i c roPT: A/G /---LOCATE OUTLETS o O IN LINE , _ sr1-wP W/ LIGHT & l-wP _ DUPLEX OUTLET the )w°- J 3 / C ( \ i — SPECIAL PURPOSE OUTLET rte- ( -1 (i.e. W.P. G.F.I.) \ I / b �� ( (I* +72 J Lief SWITCHED DUPLEX OUTLET ' a-: A. -77 • \ OPT. t a RANGE/DRYER 22OV OUTLET ' ° ADD OUTLET AT OUTLET, O� 1 TV AND BATH 2 APPLIANG INTERIOR UNITS ONLY I -1 POWER 4 DIRECT WIRE CONNECTION OPT. OPT. / PHONE ]OPT. BEDROOM 2 / L__1 (+._ UL - TELEPHONE OUTLET / / N — eri e I / / 4 GAN (TELEVISION) OUTLET / f, Ea ) / �0 �i / i / '� THERMOSTAT .� \ i \\\ / / i UNDER-COUNTER OR �� ✓ // `© I O / —T CONGEALED OUTLETS \ GREAT I OPT. / OPT. L SD ;) a --, SWITCHES +n \ ROOM ' //� I r— • \ �F / -F' I ___ ___ ____ -- — t SINGLE POLE SWITCH \ 1_,_1 PT., / OPT. -- y s 2-GAR\ ,/ H\} + + 5e THREE WAY SNITCH _P TANI::) 1 f i = = LO=T aE-- — aj4 FOUR-NAY SWITCH GARAGE -- � --- ---_L1 \\0 I (II ll Iup' 4; — -- - �� 1 \ 9D 1 j{- 5�G USER DEFINED SWITCH ■.� ( \ Ir, T1 1 MISG 1=IXTURES -< I Y L ( C) J EXHAUST FAN • -C1= / 5D \ I iii H (,��- P LL .I -- --- - - _ - -Cr---.1t- +- -'- ;�1 EXHAUST FANLIGHT �' 11 1 _ -- L_1 C.) DN TO_ ,, iik -- - W r r, I YV l II L J EXHAUST FAN/LIGHT/HEAT w 1 DN TO I -t- \ I LI HT -- 0 - OsD SMOKE DETECTOR \/ ,�I Sr OWNER .� I ELECTRIC WALL HEATER PRODUCTION MANAGER I BATH I Gary Culp I ®D I" —UP ]T-O / 1 1' I ELECTRICAL PANEL RELEASE DATE: 12/23/10 I --UP TO— 1 (�- 5.1 -r �' ' PANEL LIGHT RE/MIRE' / LIGHT I KITCHEN / ��I ' �1 - t L`Fl rl vJr REV # DATE /DESCRIPTION rL PI=-NER / n— _ �� 4 ' I <•�� _ _ UNIT BetC REVISIONS OR `.. EMERGENCY LIGHTING 1 r LITTON 11 /• - -- \ • Ex�1 EXIT SIGN o 04/01/2011 _ - _ I ./. / s k I ( I \ I BASEBOARD ELECTRICAL A / V / I 4 \ HEATER a_ F- —_ Ir \\, \ - \ I 1 \ DOORBELL CHIMES N cn -ELECTRIC \ — / , O WALL MOUNT O \ I I W.I .G. \ 0 DISPOSAL z IA 1 n. \ 1 HEATER SD\ 5'-1;'' 1 cn \ b O \ 1 I • \\ r3 . ® OPT CEILING FAN/LIGHT m A w/_ 9 SD 15 ifill OWNER IS A O /P YE VI - I DINING QUITE �Ir FLOOD LIGHT X 0 st1 _I I 00 o I L= _ A B ELECTRICAL PLAN NOTES 1 -3 u 0 r A. ELECTRICAL CONTRACTOR TO PROVIDE N A I ) REQUIRED DIRECT HOOK-UPS/CUTOFFS. I S SIB iii 4,-- B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N ]_ - _ ± I I LOCATIONS. PROJECT TYPE L— J Z G. ALL ELECTRICAL AND MECHANICAL EQUIPMEN MF (I.E. FURNACES, A/C UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO ( Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ a Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX 1O'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETECTORb GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY CERTIFIED § (Varies) SMOKE DETECTORS AS REQUIRED BY NATION/4. FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFlCATION LEVEL MEETING THE REQUIREMENTS OF ALL ° GOVERNING GODES. F. PROVIDE AND INSTALL GROUND FAULT GIRGUI1e PLAN NAME INTERUPTERS (GPI) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE N NPC PLAN NUMBER /� /� #�•— REQUIREMENTS OF ALL GOVERNING CODES. ST L O C a.= t/ I �, L V ® T I LOO z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME ° 0000 L � I L. FLOOR L N SHEET (c) Copyright Pulte Home Corporation - 2009 B1-4,1 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - FRONT LOAD -ELECTRICAL II / F:\BSA REPUCATFD\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTI AND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B DWG FLOOR PLAN NOTES Q 16'-0' 16P-On A. ALL INTERIOR PARTITIONS ARE ( '-, ) 3 1/2" o '� C% � X 'r ROUGH UNLESS NOTED OTHERWISE. ALL �'�I N N 2' I5'-II" EXTERIOR WALLS ARE ( '--' ) 5 1/2" ROUGH. O N I B. ALL ANGLED PARTITIONS ARE 45 DEGREES • t� E 4'-�z 2'_10" S_6 ' I 6'-O" a'-H" UNLESS OTHERWISE NOTED. (ri C.!) INN / / / / C. ALL CONCENTRATED LOADS SHALL BE • TI t Lail 6 8 _c 1'-I Ii" -1'-IIl" TRANSFERRED TO FOUNDATION VIA BEAMS, // / II= — POSTS AND/OR SOLID BLOCKING. " • rent D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING ___ CL)tin OTHERWISE NOTED. 1F 1 4x6 - \6 E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL O - \- OPENINGS UNLESS OTHERWISE NOTED. riCi ° N F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE ^`J{ OPT. SHALL BE (2)2x4 KN.T HEADERS IN 2x4 WALLS `v CONG. - G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS ?11 `U O O O AND/OR GIRDER TRUSSES UNLESS OTHERWISE •t,' !Naomi c0 dl co co NOTED. ^ cn 3'x3' H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O o 3'x3' GONG. HANGERS 9. SET SPACING FOR ALL TRUSSES. n 0 GONG. K• PAD WINDOW SUPPLIER TO VERIFY AT LEAST ONE I^( Ll^ PAD Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR \ \ \ � \ \ EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. ® \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE �Y FLOOR, PER 2008 OREGON RESIDENTIAL , o SPECIALTY CODE. i �t J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" /;4'L},�� ?/l/ VERTICALLY IN WALLS > 8'-I I/8" K. ALL HANDRAILS TO BE MIN 54" - MAX 35" ABV TREAD AND TERMINATE IN A NEWEL POST OR IN SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" IN —Tn 1 DIA. C m I -4 L. ALL GUARDRAILS TO SE MIN 36" ABV TREAD uY GY INCLUDING RAILS AT OPEN SIDES OF STAIRS. Z M. ALL GUARDRAIL BALLUSTERS TO BE SPACED 'Pc "o 2 CAR. SUCH THAT A 411 SPHERE CANNOT PASS I---i TANCEM GARAsE BETWEEN BALLUSTERS. g4 a 8'-I I/8" N. ALL HANDRAILS T GUARDRAILS TO MEET 2005 0 15'-2" x 35'-O" 1 OREGON RESIDENTIAL SPECIALTY CODE. Q ■ 4' 4" / /'-6" 0'_2" / / X /4'-33" 6" 446 SP 0'-I / 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 6'-8', MEASURED VERTICALLY FROM SLOPED E� \ \ PLANE ADJOINING TREAD NOSING, OR FROM CID Op \ O\ \ \ FLOOR SURFACE OF LANDING. P4 .� P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT O Q STORAGE _IN ARE SUBJECT TO RELOCATION DUE TO FIELD 1 tr UNDER p CONDITIONS; CONTRACTOR TO VERIFY. O STAIRS in 9 O --- -PROVIDE GYPSUM o W fh \ BOARD UNDER STAIR m KEY: U u AS REOUIRED BY DENOTES WALLS WITH TOP PLATE GREATER THAN e O THE 2008 OREGON O 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS U • RESIDENTIAL CODE h tl- FROM FLOOR DECK TO PLATE ; i a - --, _ - 1�7 i iry ---- ----- —IN -- -- Cr --- - i —� o I 1 n DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER 'N T I - -- Gary Culp ® iI -I RELEASE DATE: 12/23/10 91 N CI _ I- REV # DATE / DESCRIPTION tr, _ UNIT B&C RENSIONS CO __ C 04/01/2011 in.'" Lr o c, a_ \I- E A \ \ Q O O f=OYf= v, SIMPSON N H ` \ z 6 O STRONG WALLS W n o W U _ \ rte. \ _ ^ w Si- O r 5'-10" 8010 O�G1 �Dj5 O / \ / — p - - - HTDR. g -- x n " \ I I \ \ Si I I -N —Iry o in 0 w to 4n N Cl en vYii A 4,"El J— —I \ \ en - — - _ - - -I trT\ \ \ x N `4 PROJECT TYPE c0`9 o T,W @ 1V1 I m0� o n a- COMMUNITY NAME o" a'-s° r 1" ui Summer Creek / / / / 2'-54" 2'-54" 5 " 4'-111' 5'-2" Townhomes " 5'- " 10'-2" / o LAWSON COMMUNITY ID / / s' a " 10 -1 " w 0000 / / �G1 IB'-II" �G2 " N GARAGE HANDING ir 16'-0" ,{ (Varies) j 6' O" j X X ce z SPECIFICATION LEVEL 0 E z z rn PLAN NAME PPt t N NPC PLAN NUMBER ' 0 z LAWSON PLAN ID — � I 0000 �I FRONT I T S ® , LEGACY PLAN NUMBER /NAME lJN I T C OLJN AT I ON/ e !® LAN LJN I T C F I osam FLOOR, PLAN 0000 SHEET (c) Copyright Rub Home Corporation - 2009 011 .1 PLOTTED: Mar. 30. 11 / Ranclow. Kevin / UNIT C - 1ST Fl OOR - FRONT I OAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10701-TCG3-SUMMER CREEK TOWN-OF-5 (PORTLANDAELOCK OUT\UNITS\UNIT PELAN_SHEEIS - UNIT CDJNG FLOOR PLAN NOTES 6'-O" A. ALL INTERIOR PARTITIONS ARE ( jj ) 3 I/2 O t{ ROUGH UNLESS NOTED OTHERWISE. ALL N N EXTERIOR WALLS ARE ( t r ) 5 I/2" ROUGH. O 1 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • vH Cn Cli N UNLESS OTHERWISE NOTED. up L., 1'_1 1 61_1 P C. ALL CONCENTRATED LOADS SHALL BE • PH • 16'-O" di TRANSFERRED TO FOUNDATION VIA BEAMS, or m POSTS AND/OR SOLID BLOCKING. " 1 15'-II" I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING �\ w UNLESS OTHERWISE NOTED. fF�1 O co 5' 4" 10' -f" E. (2) 2x6 HEADERS MIN AT ALL BEARING HALL / OPENINGS UNLESS OTHERWISE NOTED. rti OO [ 3'-q s,_4, F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE W / / (2)2x6 MN. POSTS AT HEADERS IN 2x'1 WALLS rd SHALL BE (2)2x4 MIN. Cam, G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS • •I DECK 'i 0 V I = AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••14 " 0 0 0 O NOTED. z O c!� Q n i -c) q H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, l/ Q O 0 ° 3'-1116" ° ^ H I- O / B @) HANGERS d: SET SPACING FOR ALL TRUSSES. d3 Q 0 WINDOW SUPPLIER TO VERIFY AT LEAST ONE in ri 0 WINDOW BEDROOMS HAVE LEAR S I EGRESS OPENIN . SO. FT. T MIN. \ \ \ I N. \ I■ \ .\ t�—�r__._It \ \ DIMENSION OF 24" H HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE ^r FLOOR, PER 2005 OREGON RESIDENTIAL r0 �QvtU SHOWEF1 p SPECIALTY CODE. `1- �4 ,` SEC ISOOM 2 J. PROVIDE FIRESTOPPIN& EVERY 8'-1 I/8" ra�Lf��l'�/.L� ✓ 81-I 41/8 VERTICALLY IN HALLS > 8' /8" �� j BATH 2 G\6 I Do I O" x110-10" K. ALL HANDRAILS TO BE MIN 54" - MAX 38" ABV sr . -81' N 2'-4 3'-O" 4'-10 TREAD AND TERMINATE IN A NEWEL POST OR / T.P.I ? CV m SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" T Q = DIA. rV L. AI_L GUARDRAILS TO BE MIN 36" ABV TREAD �. J INCLUDING RAILS AT OPEN SIDES OF STAIRS. .� MATGHLINE 'A' MATCHLINE 'A' \ •IR �b� M. ALL GUARDRAIL BALLUSTERS TO BE SPACED "a / L SUCH THAT A 4" SPHERE CANNOT PASS ir 11 x BETWEEN BALLUSTERS. 14'.-.3 " I I'-7 ' \ �\ ' `gas N. ALL HANDRAILS GUARDRAILS TO MEET 2008 �✓ "� / / N Lu \ OREGON RESIDENTIAL SPECIALTY CODE. Q a, tr �_u LINEN O - 12" VENTED 0 } �` / 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 GREAT ROOM N w 8 SHELF \ NT U ( ~ ID I II 6 -8" MEASURED VERTICALLY FROM SLOPED w N 0 WASHER PLANE ADJOINING TREAD NOSING, OR FROM iN 11 �: q — /8 \ 10 �10 I 1 I �--> IS'-I" x 21'-6" ,L HOOKUPS FLOOR SURFACE OF LANDING. 41 G. 5:-- a -Ira ^I GU 'S � 309 5 .x __=-r . WIG 111Y T us ry\ \ —IN 1 °- i • 1I "' in P. ALL ELECTRICAL AND MECHANICAL EGUIPMENT ti-a I. �. , - c \ Q- II • iI N ARE SUBJECT TO RELOCATION DUE TO FIELD rC� a m CONDITIONS; CONTRACTOR TO VERIFY. Q SOFFIT AT a a Oi - 8'-I" A.F.F.✓ 1 /rl� / O - O \ 0 �11 x- �►9A - \ O z s O ' �" I c4211 LOW WALL O N " 11i 24" T.B.'T.P i- m bil m i- m I.LI °� 4 R'S B ) m KEY: •al m \ \ m I �r � ®l DENOTES WALLS WITH TOP PLATE GREATER THAN V —11 d IY H 1 h O O 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS N - a �N X 2'-6.1 h c �Y / ^p'0 42" LOW /m m, FROM FLOOR DECK TO PLATE 0 D_ z - WALL x O 0 T W —irr lY I \ c 0 z ire ' 1 m c O (/[ice. r �- cJ) c :0 in _ -q__ T PANTR .T Q Q _- m i \�'- - I11 q p` m !ji1. 4(n: LINEN DENOTES DROPPED CEILING OR SOFFIT W \ r T_�R. PRODUCI10N MANAGER �-- X J Gary Culp II II - cI 'r p O 0 _ - J RELEASE DAZE: 12/23/10 on d 1 - U- - 3'—t' I'-0 ' '1'-4" ° • .. in O II ,v , .... / / REV I DATE / DESCRIPTION UJ UJ Ili III ` - UNIT BE REVISIONS \ N \ 1 1 0U] \ r - 4'-qn 10 2'-8" A 2'-O" j 5'_8" q \ o 04/01/2011 0 0r 11 J i1 / / / .1- 94R OV*4 .1c� cJ' UITE A m IL :`—n. N ° ®p Is;.•, - ___ 8,—I I/8" Co U —En \ \ X \ Q�� . �� 1 W.1 .G. 11 —41 x 10'-9" '� c 0 O O KITCHEN $ : i ! 1 1 122 SP .0 Z D//` q \ A/C-S.0 —IN \ (n I WII z n � (V II x in 7 . ()FT 11:7/IAI 1 n____Th N N PWD11) <F SINK r- NIII - w,I O K ii 2468 A ^ ry qr 7 J q 1, !F. 1 _ H__, \ \ --\ \ -\ \ \ --�P t \ \ N /� O I _ n ■ \ 1 1 — ,s \ kflO I u o one 1 A I I ro � c © w ri D ® o N /� 1 p ti 00 L J 3'-10" 1'-(I2" z PROJECT TYPE / / 0 MF 4'-I�' 111-12' o l,� / c>/ �- �G2 / L a. COMMUNITY NAME s'-1o" 3'-10" 2 5 II' . Summer Creek ori Townhomes 51 .-7 n 1_611 -ii_g, _2 1- LAM COMMUNITY ID / / / W 0000 / te GARAGE HANDING ING In i G �G2 �I n_ (Varies) , 16'-O" 1 0 z SPECIFICATION LEVEL 0 0 z z FR PLAN NAME a U 'n NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 UNIT C. S-Z- CONC) FLOOR. PLAN lJN I T C THOW FLOOIS PLAN SHEET (c) Copyright Pulte Home Corporation - 2009 C1-2,1 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT C - 2ND - 3RD FLOOR - FRONT I OAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORII AND)' LOCK OUT\UNITS\UNIT PI AN SHEETS - UNIT C.DWG oN CHASE -112',...1 N .-FOR VENT • C. k i /� WMSC30.136 I'-3" • 'rig "� V 1 - - 1^136118 W2436L J •5036 W1536R LIGHT T -� N I I — I I - - - —I1- _ _ -- -MICRO/ / O rri- T HOOD - - - I RRO— n� I ca lJ a REF. SL, i SPACE O 1 _ 11 _ 1 1 - 1 — — — J ■�■ ''' �1-+ I IT - - - - 1. II` 1 r-1 O l I I I i . ELECTRICAL SYV BOL 'KEY p o N LIGHT FIXTURES • � cn rill RECESSED GAN LIGHT • !I�, -71 31 r RECESSED GAN - EYEBALL • t••� t �I 4- CEILING SURFACE MOUNT LIGHT O _ o _ 1-0- WALL SURFACE MOUNT LIGHT 8 '• T "Sim LIGHT hi/PULL CHAIN SWITCH /�.I OF r. ® HALL SCONCE `�+ F�-1 t Imisil IA/c. I 1 r J , FLUORESCENT FIXTURE 4•00 j 1 t (LENGTH FT/TUBE) ) X['1 1 LOCATE OUTLETS O a 0 IN LINE Lr� ,/Gr-1-wP W/ LIGHT GFI No _ DUPLEX OUTLET LS (,__)ii HS /— (I ) (_1 ail \ ( \ • �H a H� (I e. W P�6 F.I)SE OUTLET ^� - \ �/_ +,2 _ I / 1) SWITCHED DUPLEX OUTLET , at oi rc \�JI A F T \ OPT. OPT' RANGE/DRYER 220V OUTLET w ' P-^J o rid` - F_1`( OUTLET, ,_ OPT. a ♦rG}�'I%J/ -ADD OUTLET AT 'OFT. G'IPT. TV AND j;:TH 2 - BEOOM 2 APPLIANC INTEIOR UNTS ONLY ',I I PHONE POWER DIRECT WIRE CONNECTION 1 ,1~ II ' -4 TELEPHONE OUTLET \ L -t) -�J= \`\ /: I ' `Qn sH1 \ ' / I / t GATV (TELEVISION) OUTLET \` I THERMOSTAT / 1 i \ OPT. / ?o 2-CA 1=e.. \ G1eEAT / ', -r i _ UNDER-COUNTER OR TANDEM \ 1iOOM / O // =T CONCEALED OUTLETS .� Cam? RACyE \ / I� 4 k SD -�� H.— .i \ IOPT. �/- 'OPT. SWITCHES 4 1 / \ 5 SINGLE POLE SWITCH �0 I V u \ I 53 THREE-WAY SWITCH • w \ a 1 \ �(n / � _ _ p S4 FOUR-HAY SWITCH Z . "� \ / iy W.I .G. /' ; / \ DINING -- ISD i iii _` __ I' 5 USER DEFINED SWITCH • / N \ \ - MISG FIXTURES 7 A v m Via .� -- --- — I . - "' `u-L1 SD 0 51_O�I DN TO II:ii 111 /� ��1� LJ EXHAUST FAN 1 II I LIGHT 11 II 11 OWNEfce'S `J EXHAUST FANLIGHT U I DN-TO 1i B? TI �_- -- w St C- I LIGHT II I I EA' EXHAUST FAN/LIGHT/HEAT W I 1 II I t_ 1 �J O SMOKE DETECTOR 1 - I — - -so - - - - �, / `� "-•om ;; r yir4i,j+ f J �fl c�y �-� ELEGTRIG WALL HEATER Gary Culp ? 1 PRODUC110N MANAGER r�} UP_�D_ ' 1 1 4) I U_ To \ �- ? ELECTRICAL PANEL RELEASE DATE: 12/23/10 .HLT -REWIRE // �^ =6 LIGHT i11 111 I \ \ -- — - - - \ W EMERGENCY LIGHTING REV DATE DESCRIPTION �� OPENER / . c .-, II -�� 1 I UNIT B&C REVISIONS I H5 I- j ( 1 I i-)1 \\ t ex-il EXIT SIGN 04/01/2011 I L._ n ,r I [€ N\ M' j BASEBOARD ELECTRICAL IL 1L. ! ELEGTRIG ,� KITCHEN f II = HEATER U A WALL MOUNT . 1 OWNER,'S Qj DOORBELL CHIMES a . ;II ch OP \YC`FZ ___ HEATER L )H ,, ._ i a:? I� Ii SL I TE \ \ EfR �, I I 0 DISPOSAL w A 1 II\ PO _ w 5D\I / = 1j ce GFI O ce �\\ r �� O �' (11) 11 n v( 5 is, . 1 W.I .G. OPT GEILING FAN/LIGHT A �, � i'; C L__I-L . 1 (�1 1 / FLOOD LIGHT x N jII I I ELECTRICAL PLAN NOTES T A 4. 'I I A A. ELECTRICAL CONTRACTOR TO PROVIDE _ 10 I REQUIRED DIRECT HOOK-UPS/CUTOFFS. a M ) n- - _ _ _ _d L _I B. HVAG CONTRACTOR TO VERIFY THERMOSTAT 'A LOCATIONS. PROJECT TYPE G. ALL ELECTRICAL AND MECHANICAL EQUIPMEN o MF (I.E. FURNACES, A/C UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME HATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. T 1 D. ALL SMOKE DETECTORS TO BE 110 V w/ 1C)W1uL()mes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX 10'-0" k' 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETECTOR GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY CERTIFIED N �Varies) SMOKE DETECTORS AS REQUIRED BY NATION4 FIRE PROTECTION ASSOCIATION (NEPA) AND = SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING CODES. 0 F. PROVIDE AND INSTALL GROUND FAULT GIRGUIL PLAN NAME INTERUPTERS (en) AS REG BY THE NATIONAL (./` ELECTRICAL CODE AND MEETING THE 0 • /� I I I} I /� REQUIREMENTS OF ALL GOVERNING CODES. co NPC PLAN NUMBER RemLOO S a o! I �. O O T I I L. O z ‘ LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME ' 0000 liC T I / i� LOO PLAN SHEET (c) Copyright Pulte Home Corporation - 2009 C1-4.1 ' 1 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT C - FRONT I OAD - ELFCTRICAL / F:\BSA REPLICATFD\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREFK TOWNHOMES (PORTLANDy' LOCK OUT\UNITS\LINIT PLAN SHEETS - ALT CAC FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( '-' ) 3 I/2" O '1 20'-0" / 201-0' ROUGH UNLESS NOTED OTHERWISE. ALL N N dit EXTERIOR WALLS ARE ( t t ) 5 I/2" ROUGH. C q'-112° B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r•� E N / UNLESS OTHERWISE NOTED. Cl? N 4-� 2'-1O" 12'-62" 6'-0" 13'-112" G. ALL CONCENTRATED LOADS SHALL BE • r•'{ "d / 'I' / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, r N 2'-62" 10'-O" a S'-II;'' lo'-O"im POSTS AND/OR SOLID BLOCKING. • 'ill F'h / / / / '( / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING (S%yl w UNLESS OTHERWISE NOTED. II_' O E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 4x6 POST OPENINGS UNLESS OTHERWISE NOTED. C \ \ in iCI) \ \ [7 ` F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE I'= t (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS N r SHALL BE (2)2x4 MIN. et ¢i (79 OPT, G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS T• • GONG. AND/OR GIRDER TRUSSES UNLESS OTHERWISE -1 ' I- I O � O O . O NOTED. 1Z"( c D C Co I H. TRUSS MFG,. TO SIZE MEMBERS, FASTENERS, 1/4.00 o O c 3'x3' HANGERS $ SET SPACING FOR ALL TRUSSES. GONG. 63© GONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE V• PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR PAD I � EGRESS OPENING OF 5.1 SO. FT. WITH MIN. \ \ \ \ i( \ Nl \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ------ SILL HEIGHT NOT GREATER THAN 44" ABOVE �r ® FLOOR, PER 2008 OREGON RESIDENTIAL , SPECIALTY CODE. i �t o J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" far Gt�wec VERTICALLY IN WALLS > 8'-1 1/8" T K. ALL HANDRAILS TO BE MIN 54" - MAX 5811 ABV [r TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD O O INCLUDING RAILS AT OPEN SIDES OF STAIRS. O O 6050 DBL. M. ALL GUARDRAIL BALLUSTERS TO BE SPACED r 'V r HDR. @ 6'-10" SUCH THAT A 411 SPHERE CANNOT PASS -00 GAR BETWEEN BALLUSTERS. .. N. ALL HANDRAILS d GUARDRAILS TO MEET 2008 Q "11 TANL%EM SARASe OREGON RESIDENTIAL SPECIALTY CODE. Q 8'-I I/8" - O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE a I9-I" x S '-0" 6'-8" MEASURED VERTICALLY FROM SLOPED H 'i PLANE ADJOINING TREAD NOSING, OR FROM Cr e FLOOR SURFACE OF LANDING. 4'-32" 4'-12" 11'-62" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT X O I O / / / ARE SUBJECT TO RELOCATION DUE TO FIELD �Q e �0 4'-4" 4'-12" II'-62" . CONDITIONS; CONTRACTOR TO VERIFY. / e N / le / / - \ \ C[! N \ ° °\ I - \ w Ci fl -6x6 POST 9 KEY: CD a m STORAGE -in DENOTES WALLS WITH TOP PLATE GREATER THAN dra CO UNDER I I �G' r34 s m O I ^ CO m , 8 -I 1/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS 0 STAIRS 11 I i I to O FROM FLOOR DECK TO PLATE PO a tr 1 PROVIDE GYP ➢ -in SUM \BOARD UNDER STAIR AS REQUIRED BY --- C!] I -in - THE 2008 OREGON ' b 9 RESIDENTIAL CODE o DENOTES DROPPED CEILING OR SOFFIT d PRODUCTION MANAGER 2868 t- (N Gary Culp HDR. @ 6'-8" RELEASE DATE: 12/23/10 \ r- �° ago REV I DATE /DESORPTION cV W W iii A UNIT BaC REVISIONS CO tn•. i� — I- 04/01/2011 ' -1--tFliO 1 �� S .-LOW ^ WALL `-7 / , _t5 i!1 D_ d' — I U) D -7 7 N A N0 m FOYER rin \ N I a A � N 8' O" 52" w O // m w �� a- m III n i H \- t N W It. �t \ --' c" n 0 =o i o I (0 NS)ry I N I \ \ \ \ -Try\ O u Yom'• 9010 OW \ -pry\ \ I ) - O O o m 2 HDR 0 '7'_O" I - W I En \ ♦ L \ \ --sctf'r\ -- -_- - - — - -- Hl\ \ \ N T P�tR,O,�TJ�ECT TYPE 7-> (_.-/S:12\> o a- COMMUNITY NAME I Summer Creek 1, I „ 2._ 4 3'-4" 2'-02 5 " 6'-0" Townhomes T / / // / / o LAWSON COMMUNITY ID I &2' q' S" '_42' 21-g2" / 5'-10" / a 0000 I / / / .'— w 8'-'12" I I'-4" 2" 8'-12" I I'-4" GARAGE HANDING / ' ' / z Varies) 20'-0° ; 20'-0 " / a / g `C. 4. z SPECIFICATION LEVEL 0 0 0 0 z N PLAN NAME Pc m NPC PLAN NUMBER 0 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME FONT L ® ® NT La ® Ar, 0000 UNIT A ® UN T I ® N/ si... ANE3 FLAN UNIT A F 1 fReare FL. C, CfR f= 1... AN SHEET (c) Copyright Pulte Home Corporation — 2009 A11 ,1 PLOTTED: Mar. 30. 11 / Ronslow. Kevin / UNIT A — 1ST FLOOR — FRONT IOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREFK TOWNHOMES (PORTLAND)\BIOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT A.DWG FLOOR PLAN NOTES A. ALL INTE=RIOR PARTITIONS ARE ( '-` ) 3 1/2" O 71{ 20'-0" ROUGH UNLESS NOTED OTHERWISE. ALL N ^� / EXTERIOR WALLS ARE ( 'I' 'I' ) 5 I/2" ROUSH. O N l V " 4, Iq'-11 " NI / B. ALL ANGLED PARTITIONS ARE 45 DEGREES • •"� UNLESS OTHERWISE NOTED. 5'-5" 8'-q" 5'-q2" • 4" / / / G. ALL CONCENTRATED LOADS SHALL BE '� `/ 20'-0" TRANSFERRED TO FOUNDATION VIA BEAMS, A POSTS AND/OR SOLID BLOCKING. 2" I III-II II D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 4_11)A UNLESS OTHERWISE NOTED. O co q'_s2" 10'-6" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL a) /- OPENINGS UNLESS OTHERWISE NOTED. V V o SIN S_5' 41.-0 " 4 _q' S'_q" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE r2 / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. et P- I7MGK G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS .t 1 0 tY _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE 1•1•••' 4, O O z Op O 0 0 NOTED. cn d3 2 ' I- D tn ? N -° H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O o O 0 0I- O © 0 HANGERS ff SET SPACING FOR ALL TRUSSES. V 0 F In 1� WINDOW SUPPLIER TO VERIFY AT LEAST ONE 0 cn Q O < O on Q O D • WINDOW IN ALL BEDROOMS TO HAVE A CLEAR 2 S I I EGRESS OPENING OF 5.7 SO. FT. WITH MIN. \ \ \ 't_ \ \ �1� DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; T SILL HEIGHT NOT GREATER THAN 44" ABOVE , �� J OIL, II D/1/1/411- - _ _ FLOOR, PER 2005 OREGON RESIDENTIAL SPECIALTY CODE. �r SINK b J. PROVIDE FIRESTOPPING EVERY 8'-1 1/8" far' ��■ e ' + ! VERTICALLY IN WALLS > 8' I/8" A/A-3.0 4 3'-6" 0 s N K. ALL HANDRAILS TO BE MIN 34" MAX 38" ABV I TREAD AND TERMINATE IN A NEWEL POST OR G/A-3.0 DINING ROOM o o -iN . ° 1 w p �•�,� r SAFETY TERMINALS, WITH DIA OF 11/4' TO 2 ' m O m _ q'-I I/8" -' DIA. N �� z ' O 10'-0" x 17'-2" CSYJ ,d N I71 SF S ' L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD Ul INCLUDING RAILS AT OPEN SIDES OF STAIRS. 1 KITCHEN 6050 DBL. SH •� I •\ M. ALL GUARDRAIL BALLUSTERS TO BE SPACED z D/A-3.0 'N HDR. tg 8'-0' •.: ► ' �� +� a'--mil �i 8'-4" 2'-6' \ SUCH THAT A 4" SPHERE CANNOT PASS Alloy 4068 B1PA55 BETWEEN BALLUSTERS. ." N. ALL HANDRAILS ff GUARDRAILS TO MEET 2008 [✓ +4 PANTR SOFFIT AT I \ ql" Ar.' 1 ! N - , OREGON RESIDENTIAL SPECIALTY CODE. Q alb �„� _ SBR O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE o .� O O r iii a q'-3 " 24" T.B. 6'-8", MEASURED VERTICALLY FROM SLOPED III PLANE ADJOINING TREAD NOSING, OR FROM N -63i7" WASHER III -1 / ��SAT{.{ FLOOR SURFACE OF LANDING._lc'� T' T.R. S'-O" 1'-O 6" 4'-216" -'N HOOKUPS i it • - 1 P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT �� 0 tt 12" VCNTEI7 Q A-3.0 'r- ut E/A-3.0 ttl q in ARE SUBJECT TO RELOCATION DUE TO FIELD N Y _ _ - _ 0 SHELF iii \ �� CONDITIONS; CONTRACTOR TO VERIFY.lipti 0 PW1�R. 2468 �)r I-� 0 rl 0 i u 1 I j �. m \ w w ��. 1!ls�2►�A KEY: II 7580 S.R.O. m 5080 S.R.O. m . --Try fie, L IN 0 w �_ � KEY HALLS WITH TOP PLATE GREATER THAN ` 5' x • 11 ' 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS h 0 P� m in Q % t FROM FLOOR DECK TO PLATE a I 42" LOW _ ,tLt.,� _ V\ v = WALL �o c \-- 0 I 2 e •` Cr):W II LOW 3 i N I 1 0 L :::.G�`� T ROOM J �I DENOTES DROPPED CEILING OR SOFFIT q'-I I/8" PRODUCTION MANAGER -ru I-'-I" x I1'-4" =N O] , ; Gary Culp r 254 SF ir `p `p I I RELEASE DATE: 12/23/10 1- 1- I,1 REVi510NS REV ; DATE DESCRIPTION tO N (1 L d3 MATCHLINE 'A' L MATGHLINC 'A' v UNIT B&C 04/01/2011 r ON. [ ;t H V II \ OlN E NER'S SLJ I T °'N _ _ 8-I I 8"3-I SgxS II v c n c. ; in— •I.: a A m re \ \ II=I \ \ _ �V__ LI'0 TEMP, 0 1n / \ �, I w , N\ r-, II \ N\ ell N % 2 n 2 ? O Q 0 N O ' a 0@ 'J N LL .0 Xj 7 A t 0 ? J NQ ° t . n@ w \ \ L. J Q N NQ O0 n 0 ' O IY 6 "' PROJECT TYPE Q Z MF p � A2 S el .9 J 3'-I I2" I'-4" 6'-O" 6'-O" w COMMUNITY NAME / N Summer Creek it 3'-112" 4'-0" 6'-0" 6'-0" 5'-32' 2' g' Townhomes / / / o LAWSON COMMUNITY ID 7'-112" 12'-0" 7'-11 " 12'-0" H 0000 / / / / a 2" It-112" 2"Iq'-112" / / z GARAGE HANDING 20'-0" E 20'-o" a (Varies) I it / / O z SPECIFICATION LEVEL 0 E z z 4 PLAN NAME a rn NPC PLAN NUMBER 0 z LAWSON PLAN b 0000 LEGACY PLAN NUMBER /NAME 0000 � J 1\1 17 A SECOND FLOO LAN 1d J N 17 A 712-HIS= L. O O PLAN SHEET (c) Copyright Pulte Home Corporation - 2009 Al-2.1 PIOTTFD: Mar. 30. 11 / Ranslow. Kevin / UNIT A — 2ND — 3RD FLOOR — FRONT I OAD / F:\BSB REPLICATFD\PULTE PRDJECTS\N3W10701—TCG3—SUMMER CRFFK TOWNHOMES (PORTLAND)\BI OCK OUT\UNITS\UNIT PLAN SHEETS— UNIT A.DWC t o 'd{ NN CHASE + N /-FOR VENT • r�/� t� f SOFFIT • r ' L/ ` WMSG30:136 gl' A.F.F. v W2436L - - W3g36 W3036 I 1N303b A/.3367R W361B HOLD GAB/NET OUT 12" FROM WALL • r■I 3.. 1 I/2" ILE FILLER— - I,- - -- - - - - - - - - - - - - - - FILLER I I FILLER O - =- - - '- - - -- 1 C) 4J MICRO/ rri 1- - - - - - - - - -- - - - - - - - - HOOD - r - - - - - 1 i I I I _ "- - - _ I I I I I I REF. CC/ 1"I -I j L-- -- -I SPACE — _ _ _ _ _ I ■ i — I r ■ i 1 — i — — '�^ TL L Li J L O c J ! 1 — I I I I 5,1 11 — I ° _- — FILLER _ piiii I _ _______I I BI 5L 5836 DIN BD418 B30 ::: 530 B24L DB413 2Ott" '-6 2 -0" 1� ' _ w >� 6" / / / / / / 2'-6" / / f��%!I� A KITCHEN KITCHEN Q ISLAND ELEVATION KITCHEN 411 — k / LI&H7 , \ RECESSED \ / WALL f 811/ ABOVE \I I RROR _®_ m\ O OPEN \- 36 i1 17.V. �� 171N�G J/ GAS FPLG O r- o T4 r r -i ! (` r I �- o FIREPLnAGE /R.o. FRAMING/ CD W/ FLUSH W VARIES 2 HEARTH \\\ EXH. VENT / / J� \ \ \ r r \ FIREPLACE PRODUCTION MANAGER MANTEL SECT ON @ FFLC FLA\ V EW Gary Culp AS RELEASE DATE: 12/23/10 SPECIFIED REV ; DATE DESCRIPTION / UNIT R EVISIONS (E) POW �ER BATH (;\TYP GAL SRO. GREAT ROOM F 04/01/2011 j OPTIONAL Ha.H a V N ' , LIGHT E A LIGHT \ a �i , n I A'� I • F1 n 4811x 4211 x 36"x 42" MIRROR m MIRROR in n Oo - t .74-, t- cn 10:4) -- - r -r-r- , - , . — r--� `r — PROJECT TYPE — - — i , — ° MF m o w COMMUNITY NAME \ \ N Summer Creek VSD5333630L VS12364E336 E Townhomes of LAWSON COMMUNITY ID 3,_01, , 41-G,1 a 0000 0 GARAGE HANDING 0 BATH #2 © OWNER'S BATH a ) (Varies) z SPECIFICATION LEVEL 0 P,0 Z 0 PLAN NAME a v N NPC PLAN NUMBER ®/ N17 A I N T I — /A T I C z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET (c) Copyright Pulte Home Corporation - 2009 A 3. PI OTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - INTFRIOR ELEVATIONS / F:\BSA REPLICATFD\PULTE PROJECTS\N3W10701-TCG3-SUMMFR CRFFK TOWNHOMES (PORTLANQ)\RIOCK OUT\UNITS\UNIT PLAN SHFFTS - UNIT A.DWC ELECTRICAL SYV B OL < - Y p o N LIGHT FIXTURES • can cn 11 RECESSED GAN LIGHT • �� RECESSED GAN - EYEBALL • ' v I�•1 -0- CEILING SURFACE MOUNT LIGHT cm t O I - WALL SURFACE MOUNT LIGHT V 8 p - — p -- - {+r, LIGHT vi/PULL CHAIN SNITCH t v ® WALL SCONCE et 1:11-1 firl v--I ( FLUORESCENT FIXTURE T ,j (LENGTH FT/TUBE) ;1—i C�!] rapr 1 OUTLETS 0 ° �1a /—LOCATE / N LINE IA/G DUPLEX OUTLET � GFI-wP SPECIAL PURPOSE OUTLET GrI-wP W/ LIGHT s a H2 / •• I_�� L L� r rl l I L \\„). IS ' r1 ,'� � l � s / �I ��—�-- � (Le. W.P. - G.F.Ia 1111 III SWITCHED DUPLEX OUTLET , _ 1 L, -iry Q2O RANGE DRYER 22OV OUTLET `� _ • I I _ In BEDROOM B E3EI,ROOM 2 PpWE�RNG� DIRECT WIRE CONNECTION toP7.2-- -B OFT. t -/ TELEPHONE OUTLET -OK r = P�.� 1 GPI / 4 GAN (TELEVISION) OUTLET �J - \ I / I P \ _e= ■ O /7/ THERMOSTAT \ KITCHEN DINING\ O 5: -%Y— � � _4_T _ UNDERGOUNTEROR ;=-II CONGEALED OUTLETS �� 1 i'ltir- .___ , ---* - .N I 1/4° ii______r_\ \ / 5/A SWITCHES a / n \ 11- 1 u U ii --_- ---- -- SINGLE POLE SWITCH ma \ ;F n �-; nom. / �_ ° <, _- _- I� a s �r THREE-WAY SWITCH E.- i_2-CAS \ TANDEM \ 0 �� I" ` ' . ~, , 5-O , Z20 v. \BATH 2 O +n- SLI =Q= _+ I,Pi-" i/ // 0 � - - 54 FOUR WAY SWITCH i GAfRAGE I WDE 11 L.f I Ia spa USER DEFINED SNITCH , 1 ICI �� h 1 �I C Ijil _ I ` MISGIXTUR�S •_ Ni. ❑ L E-.- 51-) u� �� J EXHAUST FAN ■ _ _ -1.F Nl ' i - _ _ __- _ -- _ _ �, 1 S — Q OO O II - EXHAUST FANLIGHT V O�1NER'S I I A� I O / EA EXHAUST FAN/LIGHT/HEAT _� �_°-� 5D BATH EA f�l PRE/MIRE I \ _- \ GREAT \■ POR I \ ROOM IN II - O SMOKE DETECTOR OPENER I DN TO OPT �'OPT. OPT. DN TO Ii 5° LIGHT OUTLET, LI HT I PRODUCTION MANAGER ir----- BUTTON I -n- -----_., TV AND (4,-) i t l ELECTRIC WALL HEATER Gary Culp \ / PHONE S.UP TO N / -� �� , ) P ELECTRICAL PANEL 12/23/10` ` / ' —" \ REV RELEASE DATE ' DESCRIPTION ON 0 LIGHT A R EMERGENCY LIGHTING O \ UP TO / '✓ I \ c/� UNIT Be RENSIONS N tititiWYYY 1 i \ �� t LIGHT / ��OPT�� i \ ��x�t EXIT SIGN o 04/01/4011 Gr--i a �, - -- -- -- -- - - a- \ DYER C I / N I _- _- � - BASEBOARD ELECTRICAL \ I / I, ` HEATER - r r - °= 1 i Ul -- N — \ 4 / EUEGTMO ,_ DINNERS DOORBELL CHIMES a - INALL MOUNT \ OPT. OPT. yy I HE---ATER 0 - G. SUITE 1 , r I II 1 // e 5J� �l O DISPOSAL ( �I—�f �0�� OPT CEILING FANLIGHT ! AaT I 1 1 1 \ ➢1 TII 'III—I IS - - - -- - - -- --- N- _ q P FLOOD LIGHT -N. i411 n , x / — —J ' I r ELECTRICAL PLAN NOTES A. I EIAE OORIDE Q ]- - - - - -L I L J REQUIRED DIRECT HOOK-UP5/GUTOFF ? -- - - -__ - — - In B. HVAC CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE C. ALL ELECTRICAL AND MECHANICAL EQUIPMEN o MF (I.E. FURNACES, A/G UNITS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND a COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. Townhomes D. ALL SMOKE DETECTORS TO BE 110 V w/ BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX 10'-01I w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETECT GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY CERTIFIED * (Varies) DETECTORS AS REQUIRED BY NATION4 FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT GIRGUITN PLAN NAME INTERUPTERS (GFI) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE co NPC PLAN NUMBER �y°�' LC /� �y##� III`I "� y#�� /� IqI d#..�� I I REQUIREMENTS OF ALL GOVERNING GODES. I ova/ rd Ilia ® I �A J.! ,{�. ® \Id I I I�w ® ® z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 L � r I GAL LOO PLAN SHEET I A1-4.1 (c) Copyright Pulte Home Corporation - 2009 PI OTTFD: Mar. 30. 11 / Ranalow. Kevin / UNIT A - FRONT I OAD - ELECTRICAL / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMFR CREEK T0WNH0MES (PORTLANDI\BI OCK OUT\UNITS\UNIT RAI-SEEM - WILT UM NN " N \ 8I' \ \ 8" \ TYPE 'X" EXTERIOR an (2) LAYERS 5/8" I GYPSUM BOARD ON AIR SPACE AIR SPAGC AIR -PAGE _ I(2) SPACED' 2X4 STUDS BOARD ON SP U SPACED 2X4 STUDS TYPE XE GYP 811 • C:) TYPE "X ' EXTERIOR (2) LAYERS 5/8' / SP \-\--- GYPSUM BOARD ON TYPE "X" GYPSUM 16" O.G. SUM p'a) CORROSION --''- AGED CORROSION �_ ✓ BOARD ON SPACED RESISTANT I . I 16" O.G. 2X4 STUDS 16" O.G. . I I RESISTANT METAL 5 I/2 SOUND 1 . I 2X4 STUDS 16 ' O.G. 0 METAL AIR SPACE I FLASHING ATTEN. O FLASHING �. I AR SPACE = I I � BLANKET �� I ,�� O ) ! .J FIRE SAFING - FIRE SAFING . Ir. AIR SPACE�� , FIRE SAFING �+ r PORCH C3�� STAPLED IN PLACE O STAPLED G E/W TYP STAPLED IN PLACE c V Q SLAB .*►`5�. O'-O" O.G. E/W TYP 4" REINF. GONG. .�� 1 UNIT FLR. ---\tJ .nom va �} .�� =,e s. �'eiu7 I'� ICE- f P.T. 2X4 SILL PLATE SLAB =,Co�" i P.T. 2X4 SILL PLATE - - - - - 1 �11 \ P,T. 2X4 SILL ^� li\ ON SILL SEALER w/ I n `� \ I +'I HI P N ON SILL SEALER W/ PLATE ON SILL 1/2 A. BOLT ® 48" I • ai /2 A. BOLT ® 48 c p z SEALER W/ I/2" A. •I > O.G. •I y O.G. 1 •I> III Q BOLT 48" O.G. ^^�� nn�� i, 1 \ — r.-- \ �— — ■ L 11911 Luc F��I F� 6 MIL --- PORCH SLAB 6 MIL V.B. _ I _E I L J VAPOR I* I r J pp UNDER 2" ►♦ 1- �J 4° REINF. SLAB ON N =1 _ it 1 I I I I I I BARRIER r I ] I I _ SAND • GRADE �� I UNDER 2" , SAND ► , I I �• ' H ' ' ' • v I I ' ll ' j♦ 6 MIL V.B. � > .� -1-- CENTERLINE OF • I- CENTERLINE •OF _ CENTERLINE OF ,•`LrrLY�L� 4I'VE 4 PARTY WALL, ALSO ` 415 411 PARTY WALL, ALSO ►} 4" PARTY WALL, ALSO / 5"/ PROPERTY LINE ► 8 PROPERTY LINE 9 I II PROPERTY LINE h �+ I LP- 1 I 1 C7 hp N G=_-17J SEE STRUCTURAL r G __ - '‘. .,,7 SEE STRUCTURAL _=tt SEE STRUCTURAL — FOUNDATION PLAN FOUNDATION PLAN a FOUNDATION PLAN = FOOTING SIZE AND = FOOTING SIZE AND I I —F1 FOOTING SIZE AND REINFORCING = REINFORCING = REINFORCING MITT]—Tr =r MIT T CC CC 0 PARTY WALL FOOTING �3 PARTY WALL FOOTING I PARTY WALL FOOTING Q AT PORCH TO PORCH SCALE: -I/2"=1' 0" AT HOUSE TO PORCH SCALE: I-I/2"=1'-O" AT UNIT TO GARAGE SCALE: -I/2"=1' O" V w V PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV DATE DESCRIPTION Q UNIT MC REVISIONS '5 0 04/01/2011 CL 0 Vc v — N Q \ SI' F 'I is I" AIR PAGE a A \ 511 \ \\ (2) LAYERS 5/8" — TYPE "X" GYPSUM P.; IMILI I" AIR SPACE f BOARD ON SPACED n A 1 (2) LAYERS 5/8" � ) 2X4 STUDS 16" O.G. y TYPE "X" GYPSUM I ( I = I _ BOARD ON SPACED �� A 3 I/2" SOUND . ) 2X4 STUDS 16" O.G. h 5 I/2" SOUND ATTEN. ��__ FIRE SAFING 1 BLANKET AIR SPACE STAPLED IN BLANKET ION i 0 z ) FIRE SAFING PLACE ® 1O'-O" E P.T. 2X4 PLATES ON w A GARAGE r i STAPLED IN PLACE ® O.G. E/W TYP �� _ FLR. *SAL IO'-O" O.G. E/W TYP w / SILL SEAL W/I/2" A. �_ U7 / BOLTS C@ 48" O.G. EA. "' ' P.T. 2X4 SILL PLATE wr 'r N PLATE PROJECT TYPE U1\ ON SILL SEALER W/ o m' R-21 GATT a 1/211 A. BOLT ® 48" 1 41:1-1 1 o INSULATION •' 1 I Q O.G. 1♦� ♦• a COMMUNITY NAME ;° 1 \ ♦j �(:- S. CL 2x6 P.T. SILL 1 CORROSION RESISTANT - —•- - - �' - — — �i 0l A 4'1 REINF. GONG. N Summer Creek SEAL ON II GRREINF. SLAB ON SEAL � 1 / METAL FLASHING I �— GRADE �. I , SLAB 2 Townhomes 1 .♦� L J I L J 6 MIL VAPOR Fo LAWSON COMMUNITY ID 6 MIL SAND 0-2" 1 BARRIER ,♦, v I SA D (2) #4 CONT. TOP OF BARRIER UNDER 2" W 0000 SAND 4 D .n► WALL c 6 MIL. VAPOR , I' I { SEE STRUCTURAL FOR I o GARAGE HANDING , 4 REINFORCED FOOTING, ♦ z L�� TIC-DOWNS, SPECIAL 4,I: �4„ CENTERLINE OF S�, 4�7, 4" a (Varies) HAND A NAILING $ OTHER NOTES / �% PARTY WALL, ALSO 1' I i I o 1/211 A. BOLT ♦ SPECIFICATION LEVEL q.6�� OG PII r PIN. GRADE 8„ 17l PROPERTY LINE 4. 8"cl A14 o ►�iv 1 / I�HL / S i V� o R-I5 RIGID I SUL. "-A MONO-POUR OF FIND. h ►_J °z ALLOWED OPTION 01 PLAN NME '4' m CLOSED STORM DRAIN p 4' , N J, NPC PLAN NUMBER \ ° ° F TER FABRIC OVER G__ ] E STRUCTURAL E_- I� o V o ERPORATED FOUNDATION PLAN �� z 000OPLAN ID o ,cL- a RAINAGE TILE IN FOOTING SIZE AND it GRANULATED I REINFORCING �' SEE STRUCTURAL LEGACY PLAN NUMBER /NAME V 0 • = FOUNDATION PLAN 0000 JJ 0 • IBAGKFILL FOR J = 11, AND R� NFORGING CfWALL ASSEMBLY PARTY HALL FOOTING PARTY HALL FOOTING SHEET PARALLEL TO PROPERTY LINE SCALE: I"=1'-0" AT GARAGE TO GARAGE SCALE: I-I/T=1'-O" AT UNIT TO UNIT SCALE: 1-1/2"= -O" 1 (c) Copyright Pulte Home Corporation - 2009 AD 1 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / AD 1 / F'\BSB KEPI ICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CRFFK TOWNHOMES (PORTI AND)\RI OCK OIIT\BFTAII S\DERIVING 8N N " N • ,•••( -6 01 • 1-4 n w r""" a O 7i o o t a ct9 cci/ 41_0i, 4 -0 MIN MIN ` g„ \ cnn ; 1'- O N O f / .' I: — � FIRE RET. PLYW'D SPACE (2) LAYERS 5/8" l: h■11 SHT'G W/IN 4'-O" OF TYPE "X" GYPSUM — PARTY WALL f I i BOARD ON SPACED � ROOFING ON #50 B.P. . . 2X4 STUDS 16" O.G. �n STEP FLASHING , II / ON PLYWOOD 4. I ) 2X6 "1 `� / SHEATHING . % ' of � ' 4X6 1tI__r_7(4) 2 1/2" FRE SANG 2X FURRING g 24" �� -� DECK SCREWS iv _ STAPLED IN AR O.G. ��. - a-- (2) 2 1/2" PLACE "� (2) LAYERS 5/8" = DECK SCREWS NON-BEARING GABLE R� TYPE 'X 2x4 ® 45° I END TRUSS (I) RIM F IRE EXTERIOR GYPSUM \ JOISTS SAFNG SHEATHNG ON 2X4 ` (2) RoiN STAPLE IN STUS, 16"(2) 2 1/2" (2) LAYERS 5/8" BLK'G � PLACE CONTINUOUS TYPE 'X GYPSUM PRP. GON . R� RE DECK BOARD BLOKNG MATERIAL // I_ 1 :L.ii 2x4 El I PER BULER A0 AIR SPACE _Z^ BLOCKING ? I TREATED 2x8 C!) N\ 1 DECK JOIST c, 1.-- \� 3 I/2" SOUND W RIDGE BRACKET ` TRUSS AT PARTY WALL BLANKET i S SCALE: I-I/2"=1'-O" 5 12-HOUR WALL SCALE I-I/2"=1'-0" �40-w-40 II � it N! — � � 44,„17.1, (2) RIM JOISTS (I) ROW BLK'G I W 14 @ PARALLEL GONG. I FRAMING PER :� 2x4 BLOCKING 12" / ENGINEER `r . •: FULL LENGTH I V„ FIRE RET. PLYW'D 10'-O” O.G. MAX'� NAILER BLOCK®� a -� SHT'G NAN 4'-O" OF r „ ® pARALLCL GOND. MIN MIN PARTY WALL ROOFING ON #BO B.P. I I CEMENT FIBER ON PLYWOOD I LAP ON PRODUCTON MANAGER// ��.-, I. SHEATHING . BARRIER Gary Culp FIRE SAFING ��/ 11"I 2X FURRING ® 24" W I RELEASEDATE: 12/23/10 �� .,I 1 3 I/2" SOUND AIR SPAGE REV : DATE DESCRIPTION STAPLCD IN '/ / I O.G. BLANKET (SPAGE uNIT Bac REwsloNs PLACE idu NON-BEARING GABLE • I (_, _ 0 1111 I END TRUSS y 04/01/2011 0 I ga(2) LAYERS 5/8" a A BOARD STEPPED PARTY WALL PARTY WAL DECK I TYPE X' GYPSUM • Q N 2-HOUR WALL SCALE: I-I/2"=1'-0" 2-HOUR WALL SCALE: I-I/2"=1'-O" r l(2) LAYERS 5/8" " AIR SPAGE I TYPE "X" GYPSUM SPAGE n A �i/ (2) LAYERS 5/8"BOARD 8"( TYPE "X" GYPSUM (2) LAYCRS 5/8"\ " AIR PAGE BOARD ON TYPE "X" EXTERIOR • A ' / STUDS IS O G. CORROSION i I ON 2X4 STU S,HIs" 0 TRU55 AT PARTY WALL V A!H 2-HOUR WALL SCALE: I-I/2"=1'-O" RESISTANT O.G. warms '�— 5 I/2" SOUND METAL i 1 LU 7 ATT. BLANKET FLASHING N AIR SPAGC N 0 „ky . ) I • r-r I n' n „l� (2) LAYERS 5/8° I 3/4" T&G �� P.T. 2X4 SILL PLATE N PROJECT TYPE ✓- �■ I TYPE "X" GYPSUM .�„" PLYWOOD / N ON 51LL SEALER W/ z 5/8" TYPE " < I / BOARD SHEATHING . /2" A. BOLT ® 48" MF R-2I BATT INSUL. liii G, tH Q O.G. o GYP. S . ■ R-21 BATT INSUL. �� •::`� — nJ � '� I �. �' II > COMMUNITY NAME R-4q BATT `' >< = 1 II \ • Summer Creek 10.1 I INSULATION c _ R 4G BATT `� 4" PLR. TRUSSES — I- I \ —r d Townhomes ��//',, INSULATION FIRE SAFING FIRE SAFING + L_ T J P� ►'� PER PLAN o LAWSON COMMUNITY ID �x STAPLED IN PLACE STAPLC IN I PLACC *: (I) RIM JOISTS c ' GRADE Q�� NAILER BLOCK I (2) ROW BLK'G L I W FULL LENGTH I ''' x GOND ALLEL PARTY WALL, ALSO Z Varies .I n: . I CENTERLINE OF GARAGE HANDING 2X RIM JOIST FIRE SAFING Inc / ' "� "C 4" PROPERTY LINE STAPLED IN �� f L� �/IP PLACE 1' " � R� P' z SPECIRCATION LEVEL II 0 I I / 5/au TYPE x o �.��— ► (I) RIM JOIST J� / TYPE OARD GYPSUM (2) PCRP. BGON (2) LAYS Z PLAN NAME '�., ►.�- O LAYERS 5/8 G . . GYP. BD CEMENT FIBER LAP _�� TYPE "X" GYPSUM ��.► I D. SIDING ON AIR-FILT. � 1� SOARD ON SPACED `` JlI RS 5/8" i �� -- B I I I TYPE "X" GYPSUM U- I I , ca,5/8" TYPE "X° BARRIER ON . 2X4 STUDS IS" O.G. I I BOARD NPC PLAN NUMBER GYP. S . . SPECIFIED ��`� • I • _S Ili ,1 lii S/8" TYPE "X • SHEATHING 1' �_ S" SOUND BATT 3" SOUND BATT I -- AIR SPACE = LAwsoN PLAN ID GYP. BD. R-21 BATT INSUL. AIR SPACE (� I AIR SPACE I = = FOUNDATION PLAN 0000 // h' RE�FORGING AND LEGACY 0000 I" AIR SPACE I" AIR SPACE E0 PERIMETER WALL @ 2ND FLOOR CD STEPPED TRU55 ® PARTY HALL .i TRU55 AT PARTY WALL Ct. PARTY WALL @ 2ND FLOOR 2 PARTY WALL FOOTING @ DECK SHEET SCALE: 1-1/2"=1'-0' 2-HOUR HALL SCALE: I-I/2"=1'-0" 2 HOUR WALL SCALE: I-1/2"=1'-O" 2-HOUR WALL SCALE: I-I/2"=1'-0" y 2-HOUR WALL SCALE: 1-I/2"=1'-O" (c) Copyright Pulte Home Corporation - 2009 AD.2 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.2 / F:\BSB RFPI ICATED\PULTF PROJECTS\N3W1O2O1-TCG3-SIIMMFR CRFFK TOWNHOMFS (POR11 AND)\RI OCK OUT\DFTAII S\DETAILS.DWG -6E \IE AL \I®_ES : o N 4'-0" MIN. 4'-O" MIN. • O USE FIRE • ■l 'C RETARDENT C:4 PLYWOOD APPLICABLE "GENERAL EXPLANATORY NOTES" SHEATHING W/IN 4' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN • OF PARTY WALL MANUAL, ISTH EDITION I'21 ' I NOTE # N O I. NAIL DIMENSIONS INCLUDED IN SYSTEM ---- - -- ----- ROOFING ON #BO DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL O N '/'�1I COMPLY WITH ASTM F 54'1 OR ASTM G 514. OTHER ITS B.P. ON PLYWOOD pE `/ 1 NAILS, SUITABLE FOR THE INTENDED USE, AND HAVING /� /� SHEATHING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE t N DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED �•!� CLI BASE LAYER 5/8" TYPE X GYPSUM FIRE SAFING STAPLED :Sr,SUBSTITUTIONS. `v n�! m WALLBOARD OR GYPSUM VENEER BASE IN PLACE 1O'-O" HORIZ ' I 1�'I IVI APPLIED AT RIGHT ANGLES TO EACH AND VERT. "'�� SIDE OF DOUBLE ROW OF 2 X WOOD . AUM BOA INSTALLED ALONG THE ALONG THE E 2 "� STUDS 16" O.G. ON SEPARATE PLATES I" PAPER BOARD SHALL ON THE LONG ALONG THE t , ';'� LOCATION: HOUR PARTY WALL PAPER BOUND EDGES ON THC- LONG DIMENSION OF THE �1 1'� APART WITH 601 COATED NAILS -T/8" BOARD. FASTENERS AT THE EN SHALL BE PLACED O O O ASSEMBLY: WP 3820 ► LONG, 0.085" SHANK, I/4" HEAPS, 24" ALONG MILL OR FIELD CUT ENDS ON THE SHORT GYPSUM ASSOCIATION i ►2 O.G. FACE LAYER 5/8" TYPE X GYPSUM I DIMENSION. FASTENERS ON THE PERIMETER OF THE l/�'__ DESIGN WALLBOARD OR GYPSUM VENEER BASE (2) LAYERS 5/8 TYPE BOARD SHALL BE PLACED ALONG BOTH EDGES AND �MANUAL 19TH EDTON APPLED AT RIGHT ANGLES TO EACH "X" YPSM BOARD ENDS. SE OF WTH 8d COATED NALS 2-3/8" EACH SIDE OF DBL PROVE PRC-MFR. Si SCREWS MEETNG ASTM G 1002 OR ASTM G 954 (STUD SPACNG AND SZE LONG, 0.100" SHANK, I/4" HEADS, 8" O.G. ROOF TRUSS SCREENED VENTED SCHEULED SHALL BE PERMTTED TO BE SUBSTTUTED FOR PER STRUCTURAL 2.X STUDS RANGS.) JOINTS STAGGERED 16" EACH LAYER SHEATHNG PRESCRIBED NALS, ONE FOR ONE, WHEN THE HEAD , �ry BLOCKING AMETER, LENGTH AND SPACNG EQUAL OR EXCEED THE REUIREMENTS FOR THE NALS USED IN THE 3 I/2" SOUND �s7 �I AND SIDE. SOUND TESTED WITH 3-1/2" COMPOSITION i ATTENUATION BATTS GLASS FIBER INSULATION STAPLED TO R-49 BATT INSULATION ROOFING TESTED SYSTEM. FIRE RATING: 2 HOUR p STUDS IN STUD SPACES ON ONE SIDE ON 30# 4, VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE ,•` I" AIR-SPACE AND WITH NAILS FOR BASE LAYER I `.�` THE EDGES PARALLEL TO FRAMING MEMBERS. S.T.G. RATING: 55 TO 51 (SIMILAR TO WP SPACED 6" 0.C. HORIZONTAL BRACING —2X TRUSS TAIL HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE 3810) 2 LAYERS 5/8" GYPSUM BD. REQUIRED AT MID-HEIGHT. (LOAD ` `� '� .� THE EDGES AT RIGHT ANGLES TO THE FRAMING BEARING) �� PREFIN. FLASH'S, TO MEMBERS. INTERMEDIATE VERTICAL FRAMING 2 LAYERS 5/8" GYPSUM S . - �7 JP#jññ'L GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EDGES \ 1•�� OR ENDS OF THE BOARD. 3 I/2" FIBERGLASS SOUND ATTENUATION I1: �_- �'/ I ` BATTS PLACED BETWEEN STUDS. 10a: I GYPSUM BOARD 5. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS �] n 7\ OF ALL SYSTEMS, EXCEPT THOSE WITH �•• �' HOLD INSUL. DOWN PREDECORATED OR METAL COVERED SURFACES, m EXTERIOR SIDE: ONE LAYER 48" WIDE �� FIRE SAFING STAPLED W/ BAFFLE TO �� SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL AS SPECIFIED IN GA-214, RECOMMENDED SPECIFICATION 5/8" TYPE X EXTERIOR GYPSUM IN PLAGE 10'-0" HORIZ VENT AT EAVE PREFIN. S.M. SHEATHING APPLIED PARALLEL TO 2 x 4 AND VERT. F LEVELS OF GYPSUM BOARD FINISH) AND FASTENER �� ./ GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER al WOOD STUDS 24" O.G. WITH -3/4" 3 /2" SOUND SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS C!) LOCATION: I HOUR FIRE WALL T GALVANIZED ROOFING NAILS 4" O.G. AT 1 ATTENUATION BLANKET TAPED. �7 r� VERTICAL JOINTS AND 1" O.G. AT Vi �w � . i--i ASSEMBLY: WF 8105 ) INTERMEDIATE STUDS AND TOP AND W_ _ �. 2X4 5TUD5 6"O.G. 6. WHEN A FIRE RESISTANCE RATED PARTITION GYPSUM ASSOCIATION EXTERIOR SHEATHING rs BOTTOM PLATES. JOINTS OF GYPSUM . EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD DESIGN SHEATHING MAY BE LEFT UNTREATED. �� 1/�(2) LAYC-RS 5/8' TYPE R-2I BATT INSUL. . JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE w MANUAL 19TH EDITION / EXTERIOR CLADDING TO BE ATTACHED °X" GYPSUM BOARb ON TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARC- THROUGH SHEATHING TO STUDS. 4� SPACED 2X4 STUDS 16" iii MET. () RIM JOSTS R-21 BATT(STUD SPACING AND SIZE � O.G. a) THE CEILING 15 PART OF A FIRE-RESISTANCE ll PER STRUCTURAL 2X STUDS INTERIOR SIDE: ONE LAYER 5/8" T(2,1 0W BLOCKING �_ " AIR SPACE GYPSUM BOARD RATED FLOOR-CEILING oR RooF-CEILING SYSTEM. DRAWINGS) GYPSUM WALLBOARD, WATER-RESISTANT "� 3 I/2" SOUND GYPSUM BACKING BOARD, OR GYPSUM b) ALL VERTICAL JOINTS OCCUR OVER FRAMING FIRE SAFING STAPLED ATTENUATION BATTS I VENEER BASE APPLIED PARALLEL OR ) ►14•i►� MEMBERS.HORIZONTAL JOINTS ARE EITHER STAGGERED IN PLAGE 10'-O" HORIZ U FIRE RATING: HOUR AT RIGHT ANGLES TO STUDS WITH 66 .' AND VERT. 24"O.C. ON OPPOSITE SIDES OF THE PARTITION, OR w GOA-ED NAILS, 1--1/8" LONG, 0.0915" NAILER BLOCK FULL E--1 I SHANK, 1/4" HEADS 7" O G. LENGTH ARE COVERED WITH STRIPS OF GYPSUM BOARD NOT (LOAD-BEARING) LESS THAN 6 INCHES WIDE, OR THE PARTITION 15 A LAYER 5/8" GYPSUM BD. li RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" (� I LAYER 5/8" GYPSUM S . Ii TYP. FULL LENGTH I O.Gd)PTHE PARTITION 15 NOT PART OF A SMOKE OR litirl '' NAILER BLOCK ® SOUND CONTROL SYSTEM. 3 1/2" FIBERGLASS SOUND ATTENUATION C CEILING WHEN Al ,�� ►a1 ►� SCHEDULED SIDING BATTS PLACED BETWEEN STUDS. — 11". \ PARALLEL / I WHERE JOINT TREATMENT IS DISCONTINUED AT OR \ / ON AIR INFILTRATION JUST ABOVE THE CEILING LINE, THE VERTICAL JOINT \ GYPSUM BOARD PRODUCTION MANAGER 7II \ GYPSUM BOARD 'I BARRIER ON SPEC. SHALL BE CROSS TAPED AT THIS LOCATION TO Gary Culp ' . SHEATHING REDUCE THE POSSIBILITY OF JOINT CRACKING. ' iii 7. METALLIC OUTLET BOXES SHALL BE PERMITTED TO (2) RIM JOISTS R-21 GATT INSUL. BE INSTALLED IN WOOD AND STEEL STUD WALLS OR REV DATE DESIPON (I) ROW BLOCKING I PARTITIONS HAVING GYPSUM BOARD FACINGS AND el 0 , k CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE _ A UNIT B&C REVISIONS 41 AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 / I SQUARE INCHES. THE AGGREGATE SURFACE AREA OF o 04/01/2011 - 5 1/2" SOUND f I THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN a ^ 4 4 ATTENUATION BLANKET ANY 100 SQUARE FEET. BOXES LOCATED ON / 1 . �' OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL BE a _0 o SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF co Q O RIM JOISTS . �� / (2) RIM JOISTS F 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES w (2) ROW BLOCKING • (I) ROW BLOCKING SHALL BE PERMITTED AS ALLOWED BY LOCAL CODE. , w� a S.8. WATER-RESISTANT GYPSUM BACKING BOARD SHALL zw A ►�;:�� / BE INSTALLED OVER OR AS PART OF THE w _ t?: FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB m A �, FIRE SAFING STAPLED °� AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED IN PLAGE IO'-O" HORIZ NAILER BLOCK FULL WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE i i AND VERT. I LENGTH NECESSARY, THE GYPSUM BOARD REQUIRED FOR THE - RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND i • 1 .14: a RIM JOIST FIXTURES 50 THAT THE CONSTRUCTION WILL EQUAL A , 11 TYP. FULL LENGTH I I II /s THAT OF THE TESTED SYSTEM. NAILER BLOCK 7 CEILING WHEN `�-� 9. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE 1 Q I��EE►1 \PARALLEL .s TESTED WALL OR PARTITION SYSTEM, MINERAL OR It GYPSUM BOARD � GLASS FIBER INSULATION OF A THICKNESS NOT E 2t GYPSUM BOARD EXCEEDING THAT OF THE STUD DEPTH SHALL BE = A PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN N GYPSUM BOARD FLOOR-CEILING OR ROOF-CEILING SYSTEMS, THE `r �� 2X4 STUDS 16"O.G. 41 ADDITION OR DELETION OF MINERAL OR GLASS FIBER 'r1 INSULATION IN CEILING JOIST SPACES COULD a PROJECT TYPE r R-21 BATT F POSSIBLY REDUCE THE FIRE RESISTANCE RATING. o T,1V11 Vl L ' ` INSULATION A 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE o P W' m ARRANGED IN GENERAL GROUPINGS (I.e. WALLS AND .._I COMMUNITY NAME (2) LAYERS 5/8" TYPE •� r "X" GYPSUM BOARD ON INTERIOR PARTITIONS, FLOOR-CEILINGS, [+ 'I. 2X6 P,T. SILL W CORROSION RESISTANT ROOF-CEILINGS ETC.) THIS IS NOT INTENDED TO LIMIT rn Summer Creek RI ♦ SPACED 2X4 STUDS 16" �� /�_ THEIR USE ONLY TO THE SPECIFIC CATEGORY IN WHICH FIRE SAFING F O.G. PLATE ON SILL METAL FLASHING THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED Townhomes STAPLED IN PLAGE SEAL \ ' AS SHAFT WALLS SHALL BE PERMITTED TO BE USED 0'-0" HORIZ AND o LAW50N COMMUNITY ID P.T. 2X4 PLATES ON \ i A5 INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED SILL SEAL kV 1/2" 0 A. 6 MIL VAPOR . 0000 VERT. v4yw �� ' PERMITTED TO BE ARBITRARILY USED IN A a BOLTS 48" O.G. EA. BARRIER UNDER 2" VERTICALLY (WALL a PARTITIONS) SHALL NOT BE ,. . SAND " SEE STRUCTURAL HORIZONTAL ORIENTATION, W h �� a PLATE ° I ° ,11 • / FOR REINFORCED N GARAGE HANDING 4 ►�� V .7... 4'' REINF. GONG. SLAB y��, FOOTING, TIE-DOWNS, II, METAL STUDS AND RUNNERS IN THIS MANUAL ARE i 'yarles) �� 1 —� _ �� SPECIAL NAILING & NOMINAL 25 GAUGE UNLESS OTHERWISE SPECIFIED. $ ° HI 6 MIL VAPOR BARRIER ��1 a OTHER NOTES — VI N !IA? UNDER 2" SAND 1/2" A. BOLT 48" A �{ 12. GREATER STUD SIZES (DEPTHS) SHALL BE z SPECIFICATION LEVEL �� O.G. v FIN. GRADE PERMITTED TO BE USED IN METAL - OR WOOD-STUD o ,� d 7 I GAGE SYSTEMS HAN THO EA TESTED SHALL BED PERMITTED. IER R-IS RIGID b 4� R I5 RIGIb SUL. MONO-POUR OF END. THE ASSIGNED RATING OP ANY LOAD BEARING °z INSUL. ►�1 I�a ►� SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM m PLAN NAME �� . *. ALLOWED OPTION WHEN USED AS A NON LOAD BEARING SYSTEM. SM$ ,kl CLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS. 'L ° `; // ? °p ri DRA 13. WITHIN DESIGN LIMITATIONS, THE DISTANCE N NPC PLAN NUMBER V ,�' L ,�' ° ° �• F TER FABRIC BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A o ° s ° CHASE WALL, SHALL BE PERMITTED TO BE INCREASED _ LAWSON PLAN ID p •� •�0 VER BEYOND THAT TESTED 0000 c°=J SEE STRUCTURAL FDN > '�L—�° CRFORATED ° d PLAN FOR FOOTING G ° o. 2' DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME SIZE AND REINFORCING 7�{ ,ALL 01(.11_ RANULATED GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED 0000 111- II �tlAh�iGKF1 LL TO ANY SYSTEM. CD WALL ASSEMBLY �� HALL ASSEMBLY llllllLLL SHEET SCALE: "=I' O" \\,....} SCALE: 1"r ILO" (c) Copyright Pulte Home Corporation - 2009 AD.3 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.3 / F:\BSB RFPI ICATFD\PULTE PROJECTS\JJ3W10201-TCG3-SIIMMFR CRFFK TOWNHOMFS (PORTI ANDI\BI OCK OIIT\OFTAII S\DFTAILS.DWG ca ti NN " N (.7.) w � 0 T 8 � � Imisi 1.4 0 n J N in pi, I 1 PRESSURE TREATED PRESSURE TREATED SILL PLATE I i SILL PLATE I I .F I I i //, 5/411x6" TRIM I I / 5/4"x611 TRIM 'I. I CLEAR MIN. Pt IN / I" CLEAR MIN. I. J a- / Cr/ 1 I ) SECTION SECTION Q g V w V cC e PRODUCTION ANAGER Gary Culp GARAGE 1►.I FOYER RELEASE DATE: 12/23/10 , r-I REV ; DATE DESCRIPTION i A UNIT B&C REVISIONS I =1 1� � (2) LAYERS 5/8" TYPE g 04/Ot/2o11 ► ►� I • "X" GYPSUM BOARD cL1 GARAGE ! ►: .� ON SPACED 2X4 A f ►�I a • ► stuns 16" o.c. (n —l(2) LAYERS 5/8" TYPE % N A „ ik I ;;--- "X" GYPSUM BOARD a I 4 ON SPACED 2X4 - - - - - - - , '- " ' • STUDS 16'10.C. NOTE: ►� A I SCE STRUCTURAL EXTERIOR WALL — ► — ► NOTE: DRAWINGS FOR SHEATHING I-HOUR RATED c All1 LOCATION OF EXTERIOR WALL A �, SEE STRUCTURAL SHEARWALLS ► 1 DRAWINGS FOR ► I NOTE:LOCATION OF ► SEE STRUCTURAL `, A al 411 NOTE: I NOTE: - M M �� ►� DRAWINGS FOR 'x SEE STRUCTURAL SEE STRUCTURAL r ' ■ J ► EXTERIOR WALL SHEARWALLS �! ►� DRAWINGS FOR DRAWINGS FOR SHEATHING 1► I ► �► • (2) LAYERS 5/8" TYPE n LOCATION OF I LOCATION OF ► AIR INFILTRATION LOCATION OF ► ►� X" GYPSUM BOARD A AIR INFILTRATION AIR INFILTRATION I► FOYER � ' ON SPACED 2X4 SHEARWALLS ill ID SHEARWALLS _ SHEARWALLS � , � ' BARRIER �n 1 ►! BARRIER IBCR CEMENT ► I BARRIER ► Es STUDS I6" O.G. w► ► , GYPSUM BOARD ►� FIBER GEMENT GYPSUM BOARD w/' FIBER GEMENT �� SIDING GYPSUM BOARD v►41 ► SIDING I EXTERIOR SIDING I GARAGE ►j : POYCR x INTERIOR P t INTERIOR � • 5/8' TYPE 'x N III ` (2) LAYERS 5/8" TYPC I ) EXTERIOR GYPSUM �_. _ PROJECT TYPE EXTERIOR X" EXTERIOR GYPSUM �� .- I BOARD ��' zo- -, [I° I BOARD ON SPACED I�� ,�♦-•ij . V&!jt i' �♦T� � o MF EXTERIOR WALL I 2X4 STUDS 16" O.G. ► _►� SHEATHING PORCH ►�1 ■— . ►� •-- - - r - - - - w COMMUNITY NAME EXTERIOR WALL N+ 41 - - J I'�� SHEATHING I 1 : F►� I Jammer Creek EXTERIOR WALL ► ' EXTERIOR WALL EXTERIOR WALL a --- ►� ► Townhomes = V I SHEATHING / 4 : .�41 i SHEATHING I i ' SHEATHING ��►� ►� X ►� ►� - 'f1� (X - o LAWSON COMMUNITY ID r + I ► I PORCH - - - - - \ .', ?�' EXTERIOR/GYPSUM I I 0000 I 5/8" TYPE "X" BOARD ON SPGYPSUM I CX RGH q G► ► I X' EXTERIOR TYPE BOARD ON SPACED EXTERIOR O NTERIOR WALL 1 EXTERIOR GYPSUM I 2X4 STUDS I6 O.G. I 5/8" TYPE "X" GARAGE HANDING I BOARD AGED EXTERIOR WALL I ,► • I ' — 1! 2X4 h2 BARRIER I PORCH RIM AD 3 DEThD SHEET I' B02 EXTERIOR GYPSUM (Varies) ►. ■ I GYPSUM BOARD �' / X4 STUDS 16" O.G. SHEATHING RD INTERIOR INTERIOR GARAGE I . GARAGE \ I I 2" " TRIM ° ►, :, „ Mt `_�� " TRIM FIBER GEMENT iAt•. I I o SPECIFlCAIION LEVEL ► HOUR RATED I� ►_ �- — — 5/4"x6"6P�RIM SIDING RATED I ; f - - - 5/4' TRIM W /�/ // - - - 5/4"x6"OST ° I / POST I 611x6" P ► ► TYPE X" GYPSUM f ► TYPE RS 5/8 WALL. SEE SHEET WALL. SEE SHEET 6" �, TRIM m PLAN NAME �� (2) LAYERS 5/8' WI TI (2) LAX" GYPSUM AD.5 DETAIL ' FE1 ' AD.S DETAILm ' 41 ' '► , BX4 STTUDS SPACED ,41 1 41 BOARD ON SPACED II �►1�i1 II II _/ -� I,/ 1 N RV 42 5/4'x6 TRIM NPC PLAN NUMBER D.G. I 2X4 STUDS 16" D.G. - - - - -EXTERIOR EXTERIOR o I / I I 2 LAWSON PLAN ID E' % 5/4"x10" TRIM (CUT 5/4'x6" TRIM 5/4"x10" TRIM (GUT 5/4"x1011 TRIM (GUT 0000 5/411x6' TRIM TO FIT) TO FIT) TO FIT) LEGACY PLAN NUMBER /NAME PLAN DETAIL OF INTERIOR PLAN DETAIL OF PLAN DETAIL OF PLAN DETAIL OF PLAN DETAIL OF 0000 o LINE EXTERIOR NALL AT PROPERTY LINE LINE p SHEET NALL PERP. TO PARTY NALL SCALE: ` 0 (c') EXTERIOR WALL AT PROPERTY LINE 3 EXTERIOR NALL AT PROPERTTY =1'_0 (7" S GALE. 1"=I'-o' EXTERIOR NALL AT SCALE: _ AD.4 (c) Copyright Pulte Home Corporation - 2009 PI OTTFD: Mar. 30. 11 / Ranslow. Kevin / AD.4 / F:\RSR RFPI ICATFD\Pill TF PROJECTS\N3W10201-TCG3-SUMMFR CRFFK TOWNHOMFS (PORTI ANQ)\RI 00K OUT\DFTAII S\DFTAILS.QWG ' o t � N . ,.._I N � -6 • 0\ • 1 i' � 0 w O rd b, o C alt 5/4" PLYWOOD et S:-, (r' SEE ( o PLAN I TYPICAL AT TREADS � --( BULL NOSED) E 7 0 ° 0 - --- - 2x FLOOR JOISTS z Nll Q RI n_ j 1- - \- 1/2" PLYWOOD , ^� TYPICAL AT RISERS 2" STAINED - .2 � r 1 �)<xl� STRINGERS ��/' WD HAND- TYPICAL ATTACH RAIL, SEAL SIDE STRINGERS T O STAMP STL. -- WALL W/ (4) IC d TO "n EA. STUD ATTACH nw WALL BR'KT. MIDDLE STRINGER TO ��_ MAX. 4' O.G. 2X12 LEDGER W/ (T (I) 3/8"X 2.. _mi.z d ILI 9l '0 / HEX HEAD .r I66 FROM BEHIND d L LAG BOLT n AND O 51MP. ASS L 0 WI Ul ri (. J, �' , CLIP EA. SIDE TO O CO Q in 0- O BL'KG SOLID CA. LEDGER SECTION BRACKET ELEVATION 5/8" TYPE "X' LOCATION GYP. BD (4-1) STAIR RAIL I STRINGER TO LANDING Q SCALE: I-1/2"=I _O" SCALE: I-1/2°-1'-O" 1 g 2x S4S TOP PAIL, SLOPE 10 DRAIN C..)ALL LP F- W V 5/8" TYPE "`C" GYP. < BD, 4X4 RIESAVkI INTERMEDIATE POST Ix SKIRT BOARD WITH sTPUGTURAL POST 1--',ASE 5/4" PLYWOOD PRODUCTION MANAGER PER STRUC TIIRAL PRAVIIN&S - -- -- Gary Culp MDF WALL CAP Wi I/8" RELEASE DATE: 12/23/10 �— /� RADIUSED EDGES L 2x12 STRINGERS, TYP. REV ,' DATE DESCRIPTION ^ UNIT B&C REVISIONS y I / \ 04/01/2011 9 0 J - 1/2" GYPSUM BOARD w ON 2X STUDS 1 2x CONTINUOUS SHIM N 1 } ; 5/8" TYPE "X" N A •1 GYP. B . U — r",[)I'INECTION OF POST TO PEGIC -- - --- I _______ T/I6" 055 SHEAR cLij n, PEP S1RULTURAL E RAWINr S SHEATHING w 1 T \ n n 8 DECK GUARDRAIL 5 HALF-HALL GAP /2 STRINGER TO WALL SCALE: -I/2' I' v \ SCALE: - /2'=1'-n' Sr.ALF: - /2"=I'- \ a M ELA >< N N PROJECT TYPE END OF 1/2 WALL ° MF F 0 J a COMMUNITY NAME N Summer Creek Townhomes 0 LAWSON COMMUNITY ID (3)2x12 STRINGERS H 0000 TYPICAL , CONTINUE TWO (2) - 1" SEE PLAN L END STUDS INTO \ 41 (10" sin) , GARAGE HANDING FLOOR SYSTEM (a" MIN) z (Varies) ,� ` -I - ---- 1/2" PLYWOOD AT z SPECIFlCATION LEVEL I RISERS 0 S/4" PLYWOOD TYPICAL AT TREADS z 1 1 1 I ('BULL NOSED) " PLAN NAME 1 1 1 - FLOOR SHEATHING Cr)0 NPC PLAN NUMBER TL,\‘1 y —N . 2x4 SILL• . —I �\ r 0 LAWSON PLAN ID I� \ , - 1 0000 �N-- NAIL TO 2X BLK'G — LEGACY PLAN NUMBER /NAME BETWEEN JOISTS 0000 6 HALF-WALL SUPPORT 3 STRINGER TO SLAB SHEET SCALE: I-I/2"=I'-O" SCALE: I-I/"2"-I'-0" (c) Copyright Pulte Home Corporation - 2009 AD.5 I PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.5 / F:\BSB RFPI ICATFD\PIII TE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMFS (PORTLANDI\BLOCK QU7\DETAII S\DFTAILS.DWG NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES, CRACKS BUTYL TAPE Q AND DEPRESSIONS TO BE NOTE: ALL HOLES, CRACKS AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A I AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A 14— i CONTINUOUS EPDM OR FOAMED /y� z SMOOTH CLEAN SURFACE. I CONTINUOUS EPDM OR FOAMED FILLED WITH MORTAR FOR A SMOOTH CLEAN SURFACE I I�III POLYETHYLENE SILL SEALER C+ F SMOOTH CLEAN SURFACE. i / a POLYETHYLENE SILL SEALER BUTYL TAPE / I w 1 HENRY'S#789 FIBRATED VAPOR BARRIER lid ASPHALT EMULSION CAN BE HENRY'S#789 FIBRATED HENRY'S#789 FIBRATED ASPHALT EMULSION CAN BE VAPOR BARRIER ASPHALT EMULSION CAN BE / /�� 0 z APPLIED WITH A ROLLER, I APPLIED WITH A ROLLER, / LINEWORK REVISION TO ry APPLIED WITH A ROLLER, SEE C1/WP-3.01 u <r z BRUSH OR SPRAY APPLIED I ► BRUSH OR SPRAY APPLIED I ' If COORDINATE WITH C1 WP 3.01 C o O u III BRUSH OR SPRAY APPLIED 0 / /�)p o O SEE C1/WP-3.01 CONTINUOUS EPDM OR FOAMED N co o 0 POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY �� OPTIONAL TO EXTEND / / N v w = INSULATION 2' HORIZONTALLY I PER STRUCT \ I 4 24. GA PRE-FINISHED METAL FLASHING �� ¢ Q °o u BUTYL TAPE ,/, NO VEGETATION OR EARTH UNDER FLOOR SLAB I \ A/ "0•I'�� "` 2x BELLY BAND 3 N Z ' / ABOVE FINISH GRADE LINE ,I 1e 'I 1( / 7 w Jj F VIII:. �� 2-3 GAL/100 SQFT HENRYS#789 SUB GRADE j 1 INSULATION PER ARCH f�� h N NO N u al VAPOR BARRIER C ' FIBRATED ASPHALT EMULSION PER GEOTECH yi \\` NO VEGETATION OR EARTH o u w y FINISH GRADE, SLOPE AWAY ji:� 1 W HERE FG IS ABOVE FLOOR LINE / ABOVE FINISH GRADE LINE ~ LL z FROM 5% MIN FOR 10-0" _ I FINISH GRADE, SLOPE AWAY"Til 2-3 GAL/100 SQFT HENRYS#789 � • �� FROM 5% MIN FOR 10'-0" m FIBRATED ASPHALT EMULSION �� ►�� © WHERE FG IS ABOVE FLOOR LINE �� /\\ \\ �y\\/\\�\\�/\\�\ R �.� �� 2-3 GAL/100 SQFT HENRYS#789 •' �� FIBRATED ASPHALT EMULSION LINEWORK REVISION TO I S ANCHORS PER STRUCTURAL � // /�� \/ / / /� .. ` WHERE FG IS ABOVE FLOOR LINE COORDINATE WITH Cl WP 3.01 ANCHORS PER / �//\� / \ I ii CLOSED STORM DRAIN BY CIVIL STRUCTURAL ANCHORS PER STRUCTURAL FOOTING DESIGN AND ,/--, � , \SUPPORT BY OTHERS �I o o '_ - FILTER FABRIC OR"SOCKED" �� \�,\��\��\��\��\��\��/�� . CLOSED STORM DRAIN BY CIVIL NOTE: IF FOUNDATION IS ��' o PERFORATED DRAINAGE TILE IN I FOOTING DESIGN AND FILTER FABRIC OR"SOCKED"• •POURED IN TWO POURS A �s 0 n GRANULATED BACKFILL BY CIVIL SUPPORT BY OTHERS WATERSTOP MUST BE USED FOOTING DESIGN AND / / / //� PERFORATED DRAINAGE TILE IN � GRANULATED BACKFILL BY CIVIL • ��l:�o SUPPORT BY OTHERS �\ �\ � �� oCeo �o \ o = NOTE: IF FOUNDATION IS Z��J 1�j�. r I I_ _ • 0 _ POURED IN TWO POURS A • • Co 4111. T - -- r r WATERSTOP MUST BE USED O • ' _ NOTE: IF FOUNDATION IS 1 0• • POURED IN TWO POURS A 7---- _ i A3 PERIMETER FOUNDATION AT UN HEATED SPACE C-2- FOUNDATION @ ENTRY WATERSTOP MUST BE USED WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: AOj SCALE: 1-1/2"=1-0" ARCH REF: Al PERIMETER FOUNDATION WP-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: 1-1/2"=l'-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-O" ARCH REF: as Wc/ W › O O c p O (Y _ LLco (n T W z 15 W Co 2 55 n ® rI 0 I 1 7 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 J PROJECT NO: 20 10.P33940DCS SHEET NAME: FOUNDATION WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2� DETAIL C1 DETAIL WP WP-1.00 SCALE: 1-112"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: VVP-1.00/ SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: V V I- 1 .00 A TERI•' COMPONENTS AND 7" OSB EXTERIOR SHEATHING • INSULATION PER ARCH Q SPF TRIM; FULLY PRIME ALL END CUTS •�!.,;, e" EL DORADO CORRUGATED PLASTIC IN FIELD; BARK SIDE OUT(TRIM SIZE IS �.:,:'>:;;>; VAPOR RETARDER BATTENS AT 16" O.C.ATTACHED W/ SHOWN EXAGGERATED TO INDICATE „41.--•••:•:•:•:::::::::•::::::: PER CODE *( NAILS PER MANUFACTURER z • ::;:'i':::::::::::ii:::::::.::::: REQUIREMENTS l`l o CORRECT RELATIONSHIPS TO •• ;;,:;;;;t '% :: 1�Z11%'� © REQUIREMENTS AT 12"O.C.AND 1" ig •. >: I:I:I :::' DO NOT ATTACH f; FROM EACH END OF EACH PIECE a FRAMING, BATTENS AND SIDING •�:":::::>'":'t»z :;'.`>'!c;:%!'•',. ti�W> MATERIALS -J 1411 .: c::ii;:4:::::'::'::>:';;;':':>::'>:>:«' TO SHEATHING ,51 c z 12" • ;i;�� ` I;':':':`sS:'?:: ii:::: ONLY. t1v/'' S o CI•!:':;<;>::iii;; rr??(;f>:; ;;`i::3ii;;`:;;;:,;::::8::i::4i;;; PANEL FASTENING , w z 5/4 x 4 SPF TRIM, FULLY I. ::5::::5::Crn::':'d�;;;;;;;;;;;:: i:::>::iii ;:;;. j7 , ' SHALL PENETRATE \S WEATHER RESISTIVE BARRIER: c Q ��1 NOTE: •• .: iiiii:i:i:;:: �r:':c :: ::::::::::::::::::; ;::::. — ✓ tl� WEATHERMATE PLUS PRIMED ALL END CUTS IN �d, It;t;;;;,:; rgg;:;;;g;;, INTO STUDS ,Q U D o f.'_:_.'—.'— —.� TRIM BATTENS NOT •!. ii ::::;::ii;: g r:::::r�:::::::. ::..:::>:>: >;r:ar:e;>::;;>'>;::::';>: tl1• p. HOUSEWRAPBYDOW >- ° w FIELD •� iii:£i:;%;;:: ;i✓✓ i:> :::'ii::: STRUCTURAL S."' Q 6 Arr—str'nsi—�q, . . owl SHOWN FOR CLARITY >::i::;:::::::iii':::i:::i:::5:::::is ii:>:i::::i/::::::i'»:;>::':::>:::: >::::a;;:»>i:::ii::i::i;: FRAMING, 4„. M. A o IT- 14::i:ii:;::yii;? :::i:; ?; :i::: ::::::::::::'iPrz;;!:c;;✓; :':;;;:;;';;;;':::•:>s::;::'::': BLOCKING OR o - 1 '••»>: a>:>:»;::'':':;•::::::'>::. ' ;z:4:.l�s>x:>:>:> > s;>:;»;;;;;r>: : :.:. PROVIDE SOLID BLOCKING OR w N ' emilio!"-Liiirs VERT. BATTEN STRAPPING / u re BATTEN, TYP. 1.'.::::::i>::i::::i:i'::::::i::ii: :ii: Wry:::::'::• ::: ::::::•.:::.:. .:'.. ..:::.::. PROVIDE CONT 20 GA x 3” G90 GALV ` w :• di:r;F.i;iii;;;?'r°°:;:: {- N ,..9. V x .f,,;;;:..;;;;;;;:.;z:i:i;:yrl..;.-;•,.:.;.;.;.:.;.;.;../..;,;.;.;.x.: ';' ; : TAPE ALL SEAMS W/ STRAP FASTENED TO STUDS W/(2) ,_ w ' Till WEATHER RESISTIVE FIBER CEMENT PANEL - .....,, CONSTRUCTION TAPE BY DOW BLOCKING OR 09/RING SHANK NAILS FASTEN /�� H F" A. I;i;» ;>;;r:' :>E; X:;»>r:::>r::a>;:':>:1�;:»::::::. • STRAPPING SHALL I li. �z SIDING TO METAL STRAP W/ET& F I BARRIER r z I ✓ - .. I NNN 1:;;?:>`>::>`.::::`t;;r:::m::::::;;%::>):.::..✓r.:. .. BE INSTALLED „ o INSTALL SIDING W/NAIL r ::;;:I;;; ;;;;;;;;;;,;t;t.:;tt;:;. .100 X 1.5 X .25" HD ES 4144 @ 4" OC �- HORZ. BATTENS; HOLD 1'ii:':;aa ';:;•>::;:»; gyp° .. ` WHERE REQUIRED �&./I I SPACE TO WOOD TRIM „ :;•:a::�•••-• •-•:: ��;;::»>:a>s:::;;:;;a;::'r::::;:'; ;:::;'>;::;^r.» y50 . . '. I EXTERIOR SHEATHING BACK Y2" FROM EDGE OF 1..i'r':::f:(;?tt6 ::::'._ ':.: iy;;;.;;;;.;,;;;.;s:i::i::::�'s::ii:::;:Y:::::.:::.::: BY SIDING 0 1 / I VERT. BATTEN EACH END >'>::co:::::: .:::;>:;I:I:I a»:>:'»::;:::;::::::'>:;:::I:ii>:'::::::i:::::::;;:: . ................... F STEN • ei :.:. ...:....... PATTERN PRIOR HORIZONTAL BATTEN AT I r ::I .•.:::..'.'::.S RI REST IVE BR R - :. 0 OPP- .'1uI. WEATHER RESISTIVE BARRIER: , 5:•ii;:•iiii:DETAILS OR NOT:: r ::? iii:i' E::::>::: ;;t:'j<;::<:WEATHER RSISIVE BARRIER; LAP SAWS /�/� 1:::i:::::i:::::::::i::i:::i::::::i':::::::::::::::i:::;:::;:":' BY DOW 225 HD RING SHANK NAILS FASTENED AROUND CORNER 12" EACH SIDE 1};;>;.;:;.zy;:;:g:;:g;;;:;t,.;:;,>:;;;:;;.;r':" SUPPLEMENTAL _ I� IN11111101 INSTRUCTION ES LEGACY REPORTNEER-405 &SECTIO I' ::?: ;:`:`' ' INSTRUCTIONS FRAMING CONTAINED IN ::- f 1405.17.1 IN 2003 INTERNATIONAL FIBER CEMENT PANEL 1 —.— NOTE: ti:LSHALL BUILDNG CDE NOTE:TYPICAL TRIM MATERIALS 0 2 VED IN TE TOT STRUCTIOTIC CAP ISTLOY THE INSTRUCTIONS HZ-10(APRIL 2009)OR ■ LOCAL BUILDING NOTE: NER-405 (APRIL 4, 2004)MUST BE 3 A OFFICIAL OR THE SEE A2/VVP-300 FOR WEATHER APPROVED IN WRITING BY LOCAL I ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION BUILDING OFFICIAL TO INSTALLATION A4 OUTSIDE CORNER @PANEL SIDING A3 FIBER CEMENT PANEL @FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION lib FIBE' CEM PA BUI UP 0) WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP 3.007 SCALE: N.T.S. ARCH REF: ‘WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: N.EXTERIOR SHEATHING EXTERIOR SHEATHING Flo \III II EN I ,:: i} it LV. I) I WEATHER TIVE BARER; -, VERT. BATTEN BEYOND I- S ` 3 II /�M J j BLOCKING AT PANEL EDGES NEL II-� ` I FIBER CEMENT PANEL ON VERT. iiiiia!4*YAII ""' li.•NG BATTENS PROVIDE HORIZONTAL I T METAL F II HORZ. GAPER S @ PANEL A1/WP-3.00 g= BATTEN @ PANEL EDGES I � 14 � • - • __� W/ NON-SKINNING BUTYL �I� I / FIBER CEMENT PANEL 2" ! lily —sedia\Ii' 0 \ III 3 �'I% ► 1,, HORZ. BATTENS @ PANEL / BLOCKING AT PANEL EDGES __ _ _ 1 .4 Ni. . . o ENDS PER DETAIL A1/WP-3,00 �r HORZ. BATTENS @PANEL ENDS I6 EXTERIOR SHEATHING \ Ill j PER DETAIL A1/WP-3.00 �w I © �NOTE: -- . . y 1k / 3 24 GA FLASHING OVER REI24OF / ISEE DETAIL A2/WP-300 FOR I 7 y„' a RESISTIVE BARRIER FLANGE SHALL EXTEND PAST FACE OF CLADDING LAP DETAILS I ✓ TO ALLOW ATTACHMENT OF SHROUD AFTER I 5/4 X6 SPF PRE PRIMED BELLY BAND; I� WEATHER RESISTIVE HOSE BIB ~ I / CLADDING IS INSTALLED __ __ ter BARK SIDE OUT FASTEN W/(2)S 6d GALV I� BARRIER LAP COACH SIDE ,101'. NO. DATE ISSUE /,/ • VENT SHROUD, 24 GA. PRE-FINISHED / — I , NAILS @ EACH STUD; SET TO FLUSH c I I S ' CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN �. Zip METAL. SECURE WITH CLOSE ENDED I ,� SEAL AND PAINT A ` 'I I I /' 1 :NON-SKINNING BUTYL SEALANT I PO' R T • 4C. S ■ MIMI 9„ I� INSTALL SIDING W/NAIL SPACE 1 07.27.10 FOR BID 3 INSTALL SIDING IN MODERATE I �I % I ! TO WOOD TRIM 3 I / I •jcz;::;; I L2 08.13.10 FOR PERMIT i 4 1I'E 18 x 18 PIECE OF 30 MIL EPDM TARGET / I� END I I I FLASHING; CUT HOLE FOR / !,• 09.23.10 REVISION CUTS IN LTT6d HOT I I PENETRATION & NAIL TO SUBSTRATE I I� DIPPED GA.V. FINISH NAILS @ 16"O.C,FLASH AS DETAILED I WRB BELOW; RE:A3/WP-3.04 I / III I \ . I I WEATHER RESISTIVE / • I I \ BARRIER UNDERNEATH FIBER CEMENT SIDING ON VERT. NOTE: TARGET FLASHING NOTE: ,, MENT PANEL IO BATTENS INSTALL W/MODERATE ' INSTALL BEFORE BELLY AND N CONTACT TO THE WOOD TRIM y„ HEAD FLASHINGS TO HAVE END DAMS \ SEE DETAIL A2/WP-3.00 FOR WHEN FLASHING LENGTH IS >6" WEATHER RESISTIVE BARRIER , LAP DETAILS THRU WALL FLASHING NOTE: HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION @ FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLASHING LENGTH IS >6" B1 INSIDE CORNER @ PANEL SIDING WP 3 00 SCALE: 3"=1'-D" 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: / as / 3. EXTERIOR SHEATHING EXTERIOR SHEATHING w 'A 0 a) // / WEATHER RESISTIVE BARRIER; LAP 0/ WEATHER RESISTIVE BARRIER; LAP 0/HEAD W LL I Cr Q WALL AND SOFFIT ; HEAD FLASHING &SEAL W/ /tit; FLASHING SEAL WITH NON SKINNING BUTYL 1I �' ASSEMBLIES PER ARCH \ / EXTERIOR SHEATHING / �I L / I II NON-SKINNING BUTYL SEALANT SEALANT 0 CD It/ WEATHER RESISTIVE BARRIER -- - I • VERT. BATTEN I VERT. BATTEN I I I �y O M -� / LL I 24 GA. PRE-FINISHED METAL r `'• v�—�� - / BATTEN I / HEAD FLASHING W/END DAMS 1I FIBER CEMENT PANEL i / w Z w �.� / FIBER CEMENT PANEL • / HORZ. BATTENS @ PANEL ' • I • •+� 0 I- �I 24 GA. PRE-FINISHED METAL mir -7_--• I I ENDS PER DETAIL A1/VVP-3.00 P I 2 0 co 2 I ; / HORZ. BATTENS @ PANEL ENDS PER I / HEAD FLASHING W/END DAMS I BATTENS &SOFFIT PANEL I i I DETAIL A1/VVP-3.0 I FIBER CEMENT PANEL 1 , I • ~' / I / • �� •p HORZ. BATTENS @PANEL / q I ' I 24 GA FLASHING \ / ` � , g j \ I y I CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN I ENDS PER DETAIL A1/WP-3.00 ' 5/4"x 3"TRIM 0/BATTEN INSTALL I \\\, I NON-SKINNING BUTYL SEALANT ... • I I 1 b JUNCTION BOX III IN MODERATE CONTACT WITH I 3 BATTEN C I IF 6 3 SOFFIT PANEL I - / s �! LIGHT FIXTURE 1 . i INSTALL WITH TAMLYN J-MOLD AT TOP FI / /4 SPF PRE PRIMED BELLY BAND BACK . /EDGE, IN MODERATE CONTACT WITH I / PRIME ALL CUT EDGES INSTALL BARK I / io / WOOD TRIM I / / SIDE OUT FASTEN W/(2) 16d GALV . -( I _ r CONDUIT I NAILS@ EACH STUD; SET TO FLUSH �( I �� 00 I• BATTEN , I / SEAL AND PAINT z"X q" RABBET ♦ \ / I / - 14 I I 3 INSTALL SIDING IN MODERATE FIBER CEMENT PANEL I / HORIZONTAL BATTEN AS OCCURS CONTACT WITH JUNCTION BOX j \ / AT PANEL SIDING ' NOTE: it I O L H '-5:, A• • : I/ I I / SEE DETAIL RESISTIVE 3.00 FOR I DRAWN BY: JL, SH, JR WEATHER RESISTIVE BARRIER / OVER TOP FLANGE, WRB / A A I LAP DETAILS 3 INSTALL SIDING IN MODERATE = • UNDERNEATH BOTTOM FLANGE• WEATHER RESISTIVE BARRIER h CONTACT WITH WOOD TRIM 4" RE:A3/WP 3.04 I CHECKED BY: CRM / / I ' I I / SCALE: AS NOTED I 110° H—f 1 4" NOTE: / NOTE: I / original sheet size 24 x 36 / HEAD FLASHINGS TO HAVE END DAMS I I EXTERIOR SHEATHING I / 4 BATTEN I / I 110° I SEE DETAIL A2/WP-3.00 FOR / I I + WHEN FLASHING LENGTH IS > 6" I WEATHER RESISTIVE BARRIER I / / 110° IBER CEMENT LAP I / ~ 4 LAP DETAILS I / PROJECT NO: P010.P33940DCS ( nR SHINGLE SIDING I / y„ I / / I p /.� I "A NOTE: I I SHEET NAME: / �'-I /i* I I y„ HEAD FLASHINGS TO HAVE END DAMS I / \ CLADDING WP DETAILS NOTE: WHEN FLASHING LENGTH IS >6" ' HEAD FLASHINGS TO HAVE END DAMS / - \ SHEET NO: C4 SOFFIT @ FIBER CEMENT PANEL TRIM BOARD @ SIDING TRANSITION WHEN FLASHING LENGTH IS>6" / C2 LIGHT PENETRATION @ FIBER CEMENT PANEL C1 JUNCTION BOX PENETRATION @ FIBER CEMENT PANEL �/�/n WP-3.00 SCALE: 3"=1'-0" ARCH REF WP-3.00 SCALE: 3"=-I-0" ARCH REF: \P-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: V V r 3.00 EXTERIOR SHEATHING EXISTING WALL �fi�i' STUDS PER STRUCT. 1ti`� / 16"SHEATHING PER WEATHER RESISTIVE BARRIER LAPPED IjjU1 T T T �� INSULATION &VAPOR % STRUCTURAL Q W/ METAL HEAD FLASHING; SEAL W/ 'NON SKINNING BUTYL SEALANT / / / RETARDER PER ARCH .,, /�� _ipp EXTERIOR SHEATHING 24 GA. BAKED ENAMEL METAL FLASHING o )© © 1 DO NOT ATTACH TO SHEATHING N EI DORADO CORRUGATED PLASTIC VERT. BATTEN W/INSECT SCREEN 1 WEATHER RESISTIVE BARRIER; LAP ONLY. < BATTENS @ 16"O.C. FASTENED AT o 0 SIDING FASTENING at.. _ ° - \I0 11J. AROUND CORNER 12" EACH SIDE 4.. 1 1 1 1 JI r STUD FRAMING W/NAILS PER E — ► mar na rn�—r��—��// / SHALL PENETRATE S F O LAP SIDING W/STARTER STRIP , �" INTO STUDS �! MANUFACTURER REQUIREMENTS AT _ U I� I I t — . .' — 12" O.C. AND 1" FROM EACH END OF N ao d ❑,iii �© �� STRUCTURAL EACH PIECE >' o w REINFORCE CORNER W/(2) I _ 11�� I in FRAMING, OR 4 Q oo L v CEDAR BLOCK, PRIME ALL 6 �11 i a I 1 I� BLOCKING d © 3 2 24" PIECE OF WEATHER U " A SIDES; & SET IN NON-SKINNING RESISTIVE BARRIER \\ _ WEATHER RESISTIVE BARRIER: w u " °C EXTERIOR SHEATHING I I I ) a , Z -� w r h W BUTYL SEALANT i I `� ' ©. WEATHERMATE PLUS 8Y DOW 'uIC r1 ° "' EIC 1 I VERT. BATTENS REINFORCE CORNER W/(2) 1 I I-� BLOCKING SHALL ) o w P V El - -T- I� BE INSTALLED \ ooh �- LL 24" PIECE OF WEATHER / w 6 HOSE BIB I RESISTIVE BARRIER I_ WHERE REQUIRED FIBER CEMENT LAP SIDING z —— —► — 1pr LAP SIDING I I ® N BY SIDING ) 1 INSTALL IN COMPLIANCE W/JAMES I'-———_ -- ' _ 3 WEATHER RESISTIVE III FASTENING \ I HARDIE RECOMMENDATIONS INSTALL SIDING IN MODERATE (Li INSTALL SIDING W/NAIL SPACE BARRIER LAP CORNER 12" PATTERN PRIOR ) HZ-10 FASTEN W/STAINLESS STEEL al © CONTACT WITH WOOD TRIM TO WOOD TRIM EACH SIDE TO SIDING ) I FASTENER 11 GA x2-1/2" NAILS OR WHETHER ION ) APPROVED CORROSION RESISTANT QUICK FLASH P-50, LAP WRB OVER TOP, a INSTALL SIDING W/NAIL SPACE l FASTENERS @STUDS AND PER INDICATED IN LAP BOTTOM FLANGE OVER WRB BELOW I TO WOOD TRIM I REQUIREMENTS OF ES LEGACY RE:A3/WP-3.04 liii I l� 1 1 1 -1 1111 I I I I I� DETAILS OR NOT I REPORT NER-405 I \_\\ _\\_AJ SPF WHITE WOOD TRIM; FULLY l / N . PRIME ALL END CUTS IN FIELD SUPPLEMENTAL /I INSTALLATION / NSTALL INSECT SCREEN AT WEATHER RESISTIVE II- LAP SIDING I r►� \ BARRIER UNDERNEATH ' �, INSTRUCTIONS ) ALL HEAD FLASHING AND BASE CONTAINED IN WALL CONDITIONS TARGET FLASHING i 5/4 x4 SPF WHITE WOOD TRIM; FULLY VERT. BATTENS IL _ A TECHNICAL 4% © © PRIME ALL END CUTS IN FIELD; BARK SIDE OUT(TRIM SIZE IS SHOWN A BULLETINS MUST "' *PRIME CUTS OF SIDING 110° I EXAGGERATED TO INDICATE NOTE: BE APPROVED IN I WRITING BY THE STARTER STRIP I CORRECT RELATIONSHIPS TO 1. ALL SEALANTS TO COMPLY WITH • [ NOTE: I I FRAMING, BATTENS AND SIDING CONFIGURATION, GEOMETRY,AND SUBSTRATE LOCAL BUILDING NOTE:ALTERNATIVE DETAIL NOT MATERIALS) OFFICIAL OR THE HEAD FLASHINGS TO HAVE END DAMS WHEN FLASHING LENGTH IS >6" ) REQUIREMENTS OF ASTM C 1193 2009 SUPPORTED BY INSTALLATION I �\ 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR ARCHITECT PRIOR INSTRUCTIONS HZ-10 (APRIL 2009)OR INSTALL SIDING W/ NAIL SPACE PAINTING © TO INSTALLATION © NER-405(APRIL 4, 2004) MUST BE \ .% TO WOOD TRIM APPROVED IN WRITING BY LOCAL AC4 ` HOSE BIB PENETRATION A3 OUTSIDE CORNER @ LAP SIDING 3 A2 INSIDE CORNER @ LAP SIDING 1-A:1 \ LAP SIDING BUILD UP BUILDING OFFICIAL WP-32 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 30)1 SCALE: NTS ARCH REF: \ / EXTERIOR SHEATHING \ EXTERIOR SHEATHING / V JEXTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED ,II��/EXTERIOR SHEATHING I / WEATHER RESISTIVE BARRIER; LAP O/HEAD FLASHING _ ` W/METAL HEAD FLASHING; SEAL W/ I SEAL WITH NON SKINNING BUTYL SEALANT ��1 NON SKINNING BUL SEALANT ��WEATHER RESISTIVE BARRIER I VERT. BATTEN I I I WEATHER RESISTIVE BARRIER; LAP O/HEAD lruti 1 � 'BA I I I I FLASHING &SEAL W/ NON SKINNING BUTYL SEALANT ` 2 . BAKED ENAMEL METAL FLASHING TTEN /I I LAP SIDING W/STARTER STRIP I VERT. BATTEN SHI NGLE SIDING I I VERT. BATTEN W/ 24 GA. PRE-FINISHED METAL I / 24 GA. PRE-FINISHED METAL III / ` INSECT SCREEN Ills I__ INSECT SCREEN / HEAD FLASHING W/END DAMS I HEAD FLASHING W/ END DAMS iJI / \I I STARTER STRIP 9" II LAP SIDING W/STARTER STRIP �!!EXPANDING FOAM TAPE ` INSECT SCREEN i INSECT SCREEN 24 GA FLASHING I 24 GA. PRE-FINISHED METAL BRACKET TJUNCTION BOX - I I CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN 1 FLASHING; SECURE W/MIN 4 PANCAKE HEAD i i LJ NON-SKINNING BUTYL SEALANT • SCREWS; FLANGE SHALL EXTEND PAST FACE % © 5/4 SPF PRE PRIMED BELLY ( I I I TA I OF CLADDING TO ALLOW ATTACHMENT OF k� iii BAND; BACK PRIME ALL CUT I SHROUD AFTER CLADDING IS INSTALLED EDGES INSTALL BARK SIDE CONDUIT I LIGHT FIXTURE I OUT FASTEN W/(2) 16d GALV I NAILS @EACH STUD; SET TO I / © FIBER CEMENT LAP SIDING INSTALL WITH MODERATE I I 24 GA. PRE-FINISHED METAL VENT FLUSH SEAL AND PAINT I r - .r SHROUD; SECURE W/CLOSE ENDED NO. DATE ISSUE CONTACT WITH JUNCTION BOX I �� r iI POP RIVETS, (2) EACH SIDE 11� ' / I NOTE: I 1� / 1 07.27.10 FOR BID 11" I QUICK FLASH P-50, LAP WRB / HEAD FLASHINGS TO HAVE END DAMS GI © p I 9„OVER TOP FLANGE,WRB I WHEN FLASHING LENGTH IS >6" FIBER CEMENT LAP SIDING INSTALL W/NAIL I FIBER CEMENT LAP SIDING INSTALL I UNDERNEATH BOTTOM FLANGE �I / SPACE TO JUNCTION BOX 08.13.10 FOR PERMIT ° WITH MODERATE CONTACT WITH G ° :I RE: A3/WP-3.04 A UNDERSIDE OF FLASHING I I i I A I I • 18 x 18 PIECE OF 30 MIL EPDM TARGET 09.23.10 REVISION ! P i / FLASHING; CUT HOLE FOR 4" 1 I I IBER CEMENT LAP SIDING INSTALL WITH MODERATE ■ I NOTE: 4" CONTACT WITH JUNCTION BOX r I PENETRATION &NAIL TO SUBSTRATE I Y BATTEN i / I FLASH AS DETAILED ' 110° SEE DETAIL E A2/WP-3.00 FOR I / 110° € QUICK FLASH P-50, LAP WRB I I LAP DETAILS SISTINE BARRIER I 11;10° OVER TOP, LAP BOTTOM I WEATHER RESISTIVE II I FLANGE OVER WRB BELOW I BARRIER UNDERNEATH — 3 I I I RE:A3/WP-3.04 Il I TARGET FLASHING NOTE: I I / 4 NOTE: I NOTE: HEAD FLASHINGS TO HAVE END DAMS Y% HEAD FLASHINGS TO HAVE END DAMS I /� WEATHER RESISTIVE I SEE DETAIL A2/WP-3.00 FOR WHEN FLASHING LENGTH IS > 6" I Jr BARRIER UNDERNEATH \ WEATHER RESISTIVE BARRIER / \ WHEN FLASHING LENGTH IS > 6" \ z TARGET FLASHING I I \ / LAP DETAILS (—B4-- B4 \ BELLY BAND DETAIL / -B3 ' JUNCTION BOX PENETRATION B2 LIGHT PENETRATION B1 ` VENT PENETRATION \WP-3A1/ SCALE: 3"=1'-0" ARCH REF: \WP-3.01 SCALE: 3"=1'-0"' ARCH REF: \P-3.01 SCALE: 3"=1'-0" ARCH REF: \P-33 SCALE: 3"=1'-0" ARCH REF: CO PLAN SECTION AA EXTERIOR WALL SHEATHING 0 Ui EXPANDING FOAM TAPE I 1 4]I1�� % W W > WEATHER RESISTIVE BARRIER, LAP EXTERIOR SHEATHING '� le 3 I I _\\_\\\_\\\_\\ EXTERIOR SHEATHING OVER FLASHING AND SEAL WITH NON 1- ii L' � WEATHER RESISTIVE BARRIER, SEAL SKINNING BUTYL SEALANT 0` O 0 WEATHER RESISTIVE BARRIER, 2x6 SPF PRE PRIMED BELLY BAND; BACK rfrai. / � TO FLASHING WITH NON-SKINNING WEATHERMATE PLUS WEATHER 0 LCD SEAL TO FLASHING WITH NON / PRIME ALL CUT EDGES INSTALL BARK SIDE - I I 1 I BUTYL SEALANT RESISTIVE BARRIER lil I U- M -�SKINNING BUTYL SEALANT OUT FASTEN W/(2) 16d GALV NAILS @EACH i I 1 WEATHERMATE PLUS WEATHER to r L BATTEN / STUD; SET TO FLUSH SEAL AND PAINT C , , 1 BATTEN / I f RESISTIVE BARRIER © LAP SIDING W/STARTER STRIP I W z = w (O �—�%—� �� FIBER CEMENT VERT. BATTEN W/ INSECT SCREEN 24 GA. BACKED ENAMEL I SHINGLE SIDING � -I ' LAP SIDING METAL FLASHING I I I I O1I I G SEALANT I iit I LAP SIDING W/STARTER STRIP VERT. BATTENS W/ INSECT SCREEN III 'I% I / I p. a % WEATHERMATE STRAIGHT FLASHING I I / TRIM BLOCK I I / INSTALL INSECT SCREEN AT EXPANDING FOAM TAPE �� / I co (n I I I BOTTOM OF BATTEN SYSTEM �� I '4 SELF-ADHERED WEATHER I I I L∎ EPDM OR FOAMED 24 GA. BACKED ENAMEL / RESISTIVE BARRIER I I I I '.' EXPANDING FOAM TAPE POLYETHYLENE SILL SEALER , METAL FLASHING FIBER CEMENT 4„ I I ;,,, r it SOFFIT O/BATTENS I 24 GA. BACKED ENAMEL 2X6 SPF PRE PRIMED BELLY BAND; BACK METAL FLASHING PRIME ALL CUT EDGES INSTALL BARK SIDE / BATTEN 110° I I \ OUT FASTEN W/(2) 16d GALV NAILS @EACH Q ' /1 ' EPDM OR FOAMED STUD; SET TO FLUSH SEAL AND PAINT 1"2X SPF PRE PRIMED BELLY BAND; I A j1 ' POLYETHYLENE SILL SEALER BACK PRIME ALL CUT EDGES ' A / � I,``` _i 2X BELLY BAND 1 f NSTALL BARK SIDE OUT FASTEN W/ r� , I �� \ 2 (2) 16d GALV NAILS @ EACH STUD; RIDGE BRACKET 14, 2X6 SPF PRE PRIMED BELLY BAND; BACK SHEATHING IS NOT TO SET TO FLUSH SEAL AND PAINT y% I I 1" PRIME ALL CUT EDGES; INSTALL BARK SIDE COME IN CONTACT W/ >_ I OUT; FASTEN W/(2)16d GALV NAILS @ EACH C DRAWN BY: JL, SH, JR STUD; SET TO FLUSH SEAL&PAINT CONC AT SILL PLATES FACE OF SIDING BEYOND I I l z CHECKED BY: CRM a—/// EXTERIOR SHEATHING SCALE: AS NOTED - - - EXTERIOR SHEATHING IS NOT TO COME IN TT� rtiJ . . uI�� I < CONTACT W/CONCRETE @ SILL PLATES N. '� WEATHER RESISTIVE BARRIER _- a FINISH GRADE, SLOPE AWAY ` original sheet size 24 x 36 f` �� TRIM BLOCK PER ARCH I / FROM 5% MIN FOR 10'-0" \ Q 4„ II 110° -.-- .4� • FIBER CEMENT LAP SIDING INSTALL WITH I I 1 FIBER CEMENT SOFFIT PANEL INSTALL W/ ill MODERATE CONTACT WITH TRIM 0 I a 4 110° ` A PROJECT NO: 20 10.P33940DCS NAIL SPACE TO WOOD TRIM pN'L RI I I + I f GRADE 5/4'x 3"TRIM OI BATTEN © I I —1L 4 — — ' /r\ SHEET NAME; BATTEN — I / " VVV CLADDING WP DETAILS LAP SIDING 0/VERT. BATTEN HEAD LASHINGS TO HAVE END DAMS SHINGLE SIDING /� WHEN FLASHING LENGTH IS >6" SHEET NO: C4 TRIM @ SOFFIT C3 BRACKET AT SOFFIT C2 BASEWALL @ PAVEMENT z C1 BASE WALL CONDITION /� P �] WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP- SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0' ARCH REF: 1N r 3 .O 1 WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 12" Q FLASHING BIB SLIDE UP THRU SLIT OVERLAP IN WEATHER RESISTIVE BARRIER MIN. 24"x 24"TARGET FLASHING, CUT 12" O o FROM EPDM.WEATHER LAP WITH �` OVERLAP a - SLIT IN WEATHER OTHER FLASHING COMPONENTS TO SQUARE HOLE PENETRATION mint ( RESISTIVE BARRIER SHED WATER. SEAL PENETRATION TO I I _ FLASHING WITH SEALANT. SEAL 12" �� SEAL WEATHER RESISTIVE BARRIER SEE DETAIL B2/WP3.02 •� Z o p r 12" N Z aiii��iii��iiiG� BIB TO FLANGE W/WEATHER HOLE FOR PENETRATION �j 6" �� ';_ w F O CUT 60%OF DIAMETER OF ��I� / ti $ u. g RESISTIVE BARRIER TAPE it o lit O 0 0 PENETRATION FOR SNUG FIT __ /A- __ — ; = • _ _ ___��\ r a o w -•IL SEAL FLANGE _ T 0-' G ( < o E u JOINTS WITAPE PRE-FABRICATED DRYER VENT �--_ y-- �I 3 N. Z LOUVER ASSEMBLY WITH SWING TYPE Bp /7 \� I I w m 4 J SET FLANGE IN BED OF SEALANT. >- `V N Z LOUVER AND BIRD SCREEN. SECURE Lki WITH MIN. 4 PANCAKE HEAD SCREWS. ' ;! ROUND HOLE PENETRATION 1' 6" '�/ \ � , • ' J II I� � � 12"X12" PIECE OF 30 MIL EPDM CUT Burn Z 0 4"OVERLAP 4"OVERLAP HOLE FOR PENETRATION. NAIL TO SEAL J I L� 5 SUBSTRATE @ 60%OF DIAMETER SIZE '� III C r m CLADDING SYSTEM FLASH @TOP EDGE 6"O.C. = III I III N l �� REINFORCE CORNER W/ �� HOLE FOR PENETRATION CUT 111- I I W. WIDE CONTINUOUS I I I 1111 I `I DIAMETER OF SNUG FIT /� III ' LAP TARGET FLASHING JI 5/a SPF PRE-PRIMED I I( SIDING SEAL BOTH OVER WEATHER J SIDES WI SONOLAST _ 1 /1 /1 /1 RESISTIVE BARRIER NOTE: �- . _ . _ . _ . _ . _ 150 WHEN PENETRATION IS 3%" DIAMETER „mom / HII I _ 1 I S OR LESS, USE 12"X12" FLASHING \ SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS > 3%z', REINFORCE CORNER WI 24" _� __- AT SIDES AND HEAD OF BRACKET. INCREASE FLASHING SIZE TO 18"X18" 12" WIDE CONTINUOUS W.R.B.-.�— �� _� SEAL ALL PIN-HOLES WI SEALANT, FIBER CEMENT LAP SIDING LOCK ON SHROUD COVER INSTALL WI NAIL SPACE TO AFTER CLADDING IS INSTALLED WOOD TRIM 3 SHOWN FOR OR CLLARITY A4.-N\ MULTIPLE PENETRATION FLASHING A3 VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE Al LAP SIDING BUILD UP WP-3.02 WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: SCALE: 3"=1'-0" ARCH REF: 4" 3 VIF SINGLE PIECE COPING j , FOR Y L I j PRIVACY WALL /4•4 SEAL W/1 PART '" Z..1 SQUARE OR ROUND POLYURETHANE SEALANT 1 PENETRATION 7 1 C in FULLY SEALED AND SyOQO 1 !'', RIVETED END CLOSURE / / ' 24" / / , STEP 1) snare As PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U' CUT; FIT TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING WI 16" POLYURETHANE SEALANT EXTEND 12" BELOW PENETRATION STEP 3) I 24 GA FULLY SOLDERED G90 PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO ` r, GALV METAL SADDLE // / PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW io STAPLES --1- / NO. DATE ISSUE 4 f �� B3 SADDLE FLASHING @PONY WALL /// � I , 1 07.27.10 FOR BID ISSUE METAL CUT BACK HEM ON S•LICE WP-3.02 SCALE: 3"=1'-0" ARCH REF: ;; /// A , 2 0813.10 FOR PERMIT PLATE TO FORM TIG FIT // / /A" SEAL W/1 PART POLYURETHANE / PER ARCHITECT CLOSED END 4-2 ;;/ /�/ � / \ 09.23.10 REVISION NOTE: i ,. SEE C1 WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION / RUNS > 10 FEET -. 16" STEP 2) PLACE A 30 MIL EPDM APRON WI'U' CUT TO FIT TIGHT AROUND PIPE -.. 24" PENETRATION; CUT TIGHT TO PENETRATION AND ATTACH WI A FEW STAPLES STEP 4) CUT HEM BACK AT INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER AND JOINT TO ENSURE TIGHT FIT AROUND PIPE PENETRATION OVERLAPPING LOWER SECTION OF B5 COPING CAP @ PONY WALL B4 FLASHING SPLICE DETAIL B2 U BIB FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A MIN. OF 4" WP-3.02 SCALE: 3"=1-0" ARCH REF: iO2 SCALE: 3"=1-0" ARCH REF: WP-3.02 SCALE: 3"=1-0" ARCH REF: Y EXTERIOR WALL RS SHEATHING PER STRUCT © (2) LAYERS e" EXTERIOR ,� 3 W W n BATTE WI INSECT SCREEN CLOSURE GYP SHEATHING PER V ` �Ii� ARCH 24 GA COPING, TONGUE CLOSED Q �' WEATHER RESISTIVE BARRIER, SEAL ' OVER DOUBLE CLIP SUPPLY a, ct I TO FLASHING WITH NON-SKINNING I WEATHER RESISTIVE BARRIER BUTYL SEALANT LAP SIDING O/VERT. BATTENS WEATHER RESISTIVE BARRIER = fh - IaIii "' i I m C13 JII STARTER STRIP i I co I, EXPANDING FOAM TAPE �///—///—///—/AVAISS I V .� I' ... 'L..\ .= I a tint 2 O (n Ai \ .\ 24 GA METAL FLASHING I r - �_ �� 24 GA. G-90 GALV. / % \I \ EPDM OR FOAMED I i ' i / CONTINUOUS CLIP /,11 � �1i`, POLYETHYLENE SILL _ , -© SEALER 1 F. �_ HAND CLOSE OPEN HEM 1" I 4 �_ 2X6 SPF PRE PRIMED BELLY BAND; 11„ BACK PRIME ALL CUT EDGES I I DECK FRAMING 2 ✓ I a INSTALL BARK SIDE OUT FASTEN WI PER STRUCTURAL f I I \ ■ YI ` (2) 16d GALV NAILS @ EACH STUD; ii,, a a ■ SET TO FLUSH SEAL AND PAINT I I , : _ LAP SIDING a I I 1 I I „r 2x4 2x4 - I \ .� VERT. BATTENS a �- PER STRUCTURAL I I SHEATHING IS NOT TO . . . WEATHER RESISTIVE I \ COME IN CONTACT W/ CONC AT SILL PLATES ' SLOPE 5%AWAY BARRIER Li -a FROM BUILDING I I DRAWN BY: JL, SH, JR ° GRADE I �/ I �' 3 CHECKED BY: CRM CI i (2) LAYERS e" GYP SCALE: AS NOTED f \ I ! I SHEATHING PER ARCH Z II o original sheet size 24 x 36 } I] NOTE: 4 4„ I I COPING COVER TO BE FORMED OF SINGLE a• CONTINUOUS PIECE AT PARTY WALLS; PROJECT NO: 20 10.P33940DCS Q I I I REF-B5/WP 3.02 FOR END CAP A a I I � 4 SHEET NAME: 1' CLADDING WP DETAILS SHEET NO: C3 PONYWALL FOOTING AT DECK y C2 PONYWALL AT DECK LEVEL Cl PONYWALL AT DECK /�/p 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: V V r 3.02 BATTEN /STUD / — - BEYOND LAP SIDING 0/VERT. BATTENS € j WEATHER RESISTIVE BARRIER LAPPED / IgJ O/U-BIB W.R.B. TARGET FLASHING; SEE o ill'1 A2NVP303 FOR DETAIL SQUARE OR ROUND a PI II z PENETRATION N 0 0 III I z � - la , WEATHERMATE I�. y ° r o °- I I 11 26 GAUGE BAKED STRAIGHT FLASHING ç I o II� ENAMEL COIL STOCK 24 / / CONTT r FLASHING CENTERED STEP 1) �/__—'---- J r.. J N ~ Z BEHIND SIDING JOINT. + Mil, PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U' CUT; FIT v 0 ug w N COLOR TO MATCH �` I- LL TIGHT AROUND PENETRATION; SEAL TO SHEATHING W/ SIDING COLOR STEP 3) 16" o I I I. POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION I / PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U' CUT; CUT TIGHT TO I m I • // / PENETRATION; OVERLAP BOTTOM APRON BY 4"; ATTACH WITH A FEW } II // ;;; STAPLES oH J BUTT JOINT DO NOT //// /j o ��/ ,�, - 3„ 3" SEAL V ^ r ELEVATION VIEW SECTION VIEW ,///////// //�// / I I/ / // / I 7 3„ EXPOSED BEAM PER STRUCTURAL - LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE FEASIBLE. IF SIDING BUTT OCCURS OFF STUD - 16" STEP 2) PROVIDE 12" LENGTH OF BATTEN MATERIAL BEHIND PLACE A 30 MIL EPDM APRON WI'U' CUT TO FIT TIGHT 24" - WALL FRAMING PER STRUCT. INSULATION,VAPOR io BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. k 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 OVERLAPPING LOWER SECTION OF WEATHER (_A4 \ LAP SIDING BUTT JOINT FLASHING A2- U BIB FLASHING SEQUENCE RESISTIVE BARRIER A MIN. OF 4" Al BEAM TO WALL \WP-3.03, SCALE: 3"=1'-0" ARCH REF: WP-3•� SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: HARDIE PLANK p' Ho •/ : A / INSECT SCREEN CLOSURE © I i WEATHER RESISTIVE BARRIER LAP 0/ I VERT LEG OF HEAD FLASHING &SEAL I I W/NON SKINNING BUYTL SEALANT I ' I i 0 Ag PIIIIII. INIHO 011.44,Assoli 24 GA. PRE-FINISHED I r r\f" SADDLE G-90 GALV. METAL 1 HEAD FLASHING i �// „ r, STEP 4) 1-1/4„ I : I INSTALL UPPER PIECE OF WEATHER RESISTIVE STARTER STRIP III STEP 1) /z GAP 9' . BARRIER OVER UPPER SADDLE FLASHING AND 1 STEP 2) STEP 3) I 1 PLACE WEATHER RESISTIVE BARRIER APRON AROUND HSS BEAM PENETRATION NO. DATE ISSUE INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, �r�1i WITH 'U'CUT; FIT TIGHT AROUND HSS BEAM; OVERLAPPING LOWER SECTION OF WEATHER BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. 3 �� SEAL TO SHEATHING W/ POLYURETHANE BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN RESISTIVE BARRIER A MIN. OF 4" + 1 � i � 1 07.27.10 FOR BID SEALANT EXTEND 12"BELOW PENETRATION )l v J 1 ROD &SEALANT BETWEEN BEAM &SADDLE SADDLE & BEAM oiiiArl I 1 BACKER ROD / i i_\ 2 08.13.10 FOR PERMIT 8,SEALANT EXPANDING FOAM TAPE BETWEEN 14, • 14 ' SADDLE METAL FLASHING &TRIM _/ I� �_ � n 09.23.10 REVISION 2 X 6 SPF TRIM PER ARCH BACK tL .- .-.-. J 1) PRIME CUT EDGES FASTEN W/(2) ` 16d GALV NAILS @ 16"O.C. ; SET Div �� i?ii'. TO FLUSH SEAL AND PAINT MIN SOFFIT PANEL W/NAIL SPACE • \ TO SPF TRIM BOARD C33- SADDLE FLASHING @ BEAM / B2 \ DETAIL NOT USED B1 BEAM @PORCH .03� SCALE: 3"=l'-0" ARCH REF: \WP-3.03/ SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: co WN W Ct WOOD POST W/CB Lt 2 as, IY BASE PER (v' 9' a'a... 0 STRUCTURAL -I- 0 DRAWINGS N = is Cr) "0 FRAMED WALL . . 7 CO c- i 2-PIECE FULLY SOLDERED SS RESISTANT OCOUONTER CORNER \ W L 0 LLI a) COUNTER FLASHING FLASHING 'N SPF TRIM PER C `6, ARCH _ G O fn -6 TURN DOWN EDGE OF FLASHING '` g INTO SAWCUT AT BEAM ON ALL 4 6� TURN DOWN EDGE OF FLASHING >� EPDM GASKET I SIDES, SET IN SEALANT , INTO SAWCUT AT BEAM ON ALL 4 (n �< SIDES, SET IN SEALANT �3 I EXPOSED WOOD 4„ EXPOSED WOOD 1\ .- ' r BEAM BEAM +% 2 Miv }I 1,....,'", . I% I►� 2„ 3 Q , :ii �` MIN CONCRETE FOOTING a I / PER STRUCTURAL a a € I ? ia a CO GRADE / ' ' ` a 4 a a DRAWN BY: JL, SH, JR \ ' 4" 4 Q a CHECKED BY: CRM LAP COUNTER FLASHING MIN 2" OVER BASE ---.ThK SCALE: AS NOTED FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE '.. ' FASTEN WITH CLOSED END RIVETS LAP COUNTER FLASHING MIN < FULLY SOLDERED SS 2"OVER BASE FLASHING ! a a a original sheet size 24 x 36 y BASE FLASHING CORROSION RESISTANT € a a a ' FLUSH CONDITION BASE FLASHING A. PROJECT NO: 2010.P33940DCS FRAMED WALL 1 CORNER SHEET NAME: CLADDING WP DETAILS CORNER CONDITION 3 SHEET NO: C1\ POST BASE DETAIL �� 3.�3 C3 BEAM FLASHING WP-3.03� SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: WEATHER RESISTIVE Q BARRIER 0/QUICK FLASH PANEL i o --- 4„, 0 Oe w J PI Z QUICK FLASH PANEL o Hi h- fl A BUYL SEALANT v 7 w L F n C7 w � `�' K IC- ---_ -J �W- �O i 17 ce O a N N Z 1�iy u] 00 V� Hu 0 BUTYL SEALANT i z 0 QUICK FLASH PANEL I 0 m "'' �� WEATHER RESISTIVE j �' BARRIER UNDER \`I QUICK FLASH PANEL '' it 0 NOTE: WHEN PENETRATION IS GREATER THAN 4"0, USE EPDM FLASHING; SEE DETAIL A2/WP3.02 A A EWPA4) DETAIL A3 QUICK FLASH PANEL A2 \ DETAIL NOT USED KA1 DETAIL NOT USED -3 SCALE: 3"=11-0" 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"=l'-0" ARCH REF: \ '/ 1 I I I Ili OVERLAP CORNER BY 12" . EACH DIRECTION II I I III I REINFORCE OUTSIDE CORNERS W/34"WIDE III III CONTINUOUS W.R.B. ZNI ZN I III III / VERTICAL BATTEN I II � 1 /1 FIBER CEMENT LAP SIDING ,'s' PN INSTALL W/ NAIL SPACE TO i 1\ WOOD TRIM I • rallE rawAMen I • w j-I : 0EMME0 • NO. DATE ISSUE 1 07.27.10 FOR BID Ell NS 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN 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 DP,IN B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS B2 DETAIL Bi DETAIL `WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.D4 SCALE: 3"=l'-0" ARCH REF: CO W W UO � M O 0 r W Z W °ca 25, _c (n . ' 2 O co g = I-- co I 1 J 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS SHEET NAME: CLADDING WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL C1 DETAIL WP 3.04 WP-3.04 WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: SCALE: 3 1'-0 ARCH REF: FRAMER FRAMER FRAMER FRAMER 0 z FASTEN FLANGES . . F PER WINDOW 1 J MANUFACTURER ' ■ _ • z APPLY A FULL REQUIREMENTS N °u BEAD OF SIKH w -- z LASTOMER 511 j 002 Ov E BUTYL SEALANT TO HEAD &JAMB INSTALL WINDOW; w • FLANGES Z Q ° ! w I fl w a Wn c 44* ONLY TOP EDGE WITH MIN. SS 1" � k N N z LT, 00 CROWN STAPLES WITH MIN 1/2" ° "' bi W N LL SEALANT AT FIELD FABRICATE AND INSTALL PENETRATION LEAVE BOTTOM OF z BOSIG PAN (FROM PART NO. $\9> PIECE FREE g TRANSITION A m•+ \\ \\ �� 1827403) REFPAN FABRICATION ,. I / - ` INSTRUCTIONS �0 CUT SLITS N ALIGN I` WITH SILL AND HEAD ADHERE 9"WIDE DOW WEATHERMATE %I STRAIGHT FLASHING TO JAMBS, FOLD NOTE:ALL CUTS, SLITS, PUNCTURES OR SECTION AT FRAME INTO JAMB THE FULL WIDTH OF THE BREACHES OF ANY KIND IN THE CONTINUOUS WEATHERMATE PLUS WEATHER RESISTIVE • INSIDE FACE OF WINDOW END DAMS,FRAME,END 3"ABOVE ROUGH BARRIER SHALL BE FULLY SEALED WITH PRIOR TO INSTALLING OPENING HEAD AT EACH SIDE WEATHERMATE TAPE IN STRICT ADHERENCE WITH MANUFACTURES PUBLISHED TOE BEAD OF NON SKINNING BUTYL INSTRUCTIONS NOTE: • NO SEALANT @ SILL NAIL ' FLANGE LAP OVER TOP OF PAN FLASHING AND SILL FLASHING �A4 DOW WEATHERMATE FLASHING SEQUENCE- STEP 4 WINDOW INSTALLATION © / A3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 3 JAMB FLASHING © A2 D( IEATHERMATE ' .iNG SE QE- STEP uILL PAN © Al DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING �0 SC. NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: `WP-4.00 SCALE: NTS ARCH REF: \P-4.00 SCALE: NTS ARCH REF: \ / \ INSTALL WRB, EXTEND INTO \ /% SIDER HEAD FLASHING AND SEAL SIDER © EXPANDING FOAM TAPE F, R FRAMER TO BACK LEG WITH NON • PART NO 1639042 SKINNING BUTYL ' *I •SEAL SLIT AT END tv gDHERE S' WEATHERMATE DAM WITH NON "" INSTALL METAL INSTALL WRB, , HEAD FLASHING WITH END DAMS FLAS, O HEAD OVER EXTEND INTO HEAD SKINNING BU �� OVER EXPANDING FOAM TAPE ) - O TO OUTER .. .., FLASHING AND SEAL Iw ,`� NOTE: HEAD FLASHING SHALL FLASHING TO BACK LEG WITH .. EXTEND FULL WIDTH OF WINDOW NON SKINNING BUTYL \ FASTEN WITH 5S 304#10 0 d,,� PANHEAD SCREWS AT 16'10C SET WRB IN BEAD OF NON ' \h A APPLY 4"WIDE SKINNING BUTYL AT NAIL WEATHERMATE STRAIGHT FLANGE AT WINDOW JAMBS \ �, FLASHING BY DOW TO *� INSTALL WRB :..''H'i ' OVER NAIL ' WINDOW JAMB FLANGES. �I ADHERE TO NAIL FINS AND FLANGE STRAIGHT FLASHING AT FROM STEP 3 i ■ ` NO. DATE ISSUE ®1 ( INSTALL WRB LAPPED UNDER SILL /j I FLASHING r \ \ 1 07.27.10 FOR BID LAP WRB AND TAPE SEAMS %% , ' PER A2/WP 3.00 c, '( 2 08.13.10 FOR PERMIT 3 09.9.10 REVISION • / / 4 10.07.10 REVISION ND WRB OVER G EXTEND ER NAILIN FLANGE AND PRESS INTO BEAD OF NON SKINNING J BUTYL SEALANT A B4 DOW WEATHERMATE FLASHING SEQUENCE- STEP 8 / \ DOW WEATHER' i'E FLASHING SEQUENCE-STEP 7 A B2 v1ATE FLASHING SEQUENCE- STEP 6 HEAD FLASHING A / B1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 5 WP-4.00 SCALE: NTS ARCH REF: WF SCALE: NT H REF: DO SCALE: NTS ARCH REF: \WP 4 00/ SCALE: NTS ARCH REF: FOL' --ATE \ / ``^^ CO MEASURE AND MARK LINES BUTT JAMB TRIM TO HEAD W vJ Et FRAMER _ FACE OF FOR END AND BACK DAMS LAY OUT DER TRIM SIDER W W Q FR '` NAIL FIN MUL (FLEX WITH FI 0 DIMPLE SIE L CUTS 7" FACING P U O I FOLDS TO SET HEAD TRIM 1/4"ABOVE INSTALL HORIZONTAL BOTTOM SLOPING SURFACE BATTENS TO SUPPORT CREATE SIDE A i _ `Y' I FLAPS 3I, FOND HEAD AMSRIM (ON TOP OF PANEL SIDING EDGES AS W co \ ) O CCURS CC LV G _C I U f f ; � Ocn, . n �1 f11 I- I ��Q 114- INSTALL BATTENS TO FULLY i► ��000 € \\1�' SUPPORT WINDOW TRIM. (' SET JAMB AND SILL TRIM �I\ OFFSET FROM NAIL FLANGE , i \ , \\ WITH MODERATE CONTACT TO ALLOW FOR FLAT TO WINDOW FRAME INSTALLATION f/ A \ BUTT SILL TRIM TO JAMB FOR \ \ TRIM \\\ FOLD AROUND OUTSIDE �..� -F ►// //1 EDGE OF END DAMS �� FOLD AT LINE TO ` 1n CONSTRUCTIONJ 4 3 3/4 CREATE DRIP EDGE 2 2 1 / \ T A iiI DRAWN BY: JL, SH, JR T ■r I • CHECKED BY: CRM MULTIFLEX PAN\ SCALE: AS NOTED HO It _ 141% 1 original sheet size 24 x 36 NOTE: ► T DO NOT ADHERE DRIP EDGE TO DOW STRAIGHT FLASHING, i! SHEATHING TO ALLOW FOR ADHERED TO WRB IN STEP 6�i! III POSITIVE LAPPING OVER W.R.B. PROJECT NO: 20 10.P33940DCS (B2/WP4.00) )1II1 SHEET NAME: I14I• SECTION A WINDOW WRAP SEQUENCE SHEET NO: C4 BOSIG FOLDING STEPS (FOR WINDOWS DOORS OR OPENINGS GREATER THAN 8"WIDE) © C2 BOSIG MULTIFLEX PAN FOLDING STEPS © Cl DOW WEATHERMATE FLASHING SEQUENCE- STEP 9 BATTEN INSTALLATION /��p \ SCALE: NTS ARCH REF: WP-4.00 SCALE: NTS ARCH REF: V V 1- 4.00 WP-4.00 SCALE: NTS ARCH REF: ...1\1_,P-4.00/ INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER Q ae z 0 FASTEN FLANGES 1 1 1 a PER WINDOW �Y P, MANUFACTURER o z o APPLY A FULL REQUIREMENTS N u BEAD OF SIKH O•LASTOMER 511 N o 0 II%■ � BUTYL SEALANT TO �. °` ,row - ■ HEAD &JAMB INSTALL WINDOW; Q o E u WEATHERMATE PLUS WRB STAPLE 111 FLANGES I Z w o N i - ONLY TOP EDGE WITH MIN.SS 1" F. ^ z a J O o ug w - CROWNS WITH N u STAPLES W MI 1/2 O PENETRATION LEAVE BOTTOM OF �' o tn • w Z PIECE FREE FIELD FABRICATE AND INSTALL �� \ o A JAMBSILL PAN REF C3 AND C4/ y�\�� SEALANT BEAD OF WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO ° INSTRUCTIONS SEAL TO TRANSITION 41N4 CUT SLITS TO ALIGN 'il` WITH SILL AND HEAD `' NOTE: C ADHERE 9"WIDE DOW WEATHERMATE �i4 N ALL CUTS, SLITS, PUNCTURES OR STRAIGHT FLASHING TO JAMBS, FOLD BREACHES OF ANY KIND IN THE CONTINOUS INTO JAMB THE FULL WIDTH OF THE 4 41 SECTION AT FRAME 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 PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED INSTRUCTIONS TOE BEAD OF NON SKINNING BUTYL AND I AT JAMSILL JOINTS NOTE: LAP OVER TOP OF PAN FLASHING AND I NO SEALANT @ SILL NAIL SILL FLASHING, REMOVE PORTION OF FLANGE A A STRAIGHT FLASHING THAT OVERLAPS © Q Q WEEP TROUGH IN JAMSILL PAN /'� A4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING A3 DOW WEATHERMATE FLASHING SEQUENCE- STEP 2 JAMSILL PAN OPTION A2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 3 JAMB FLASHING / Al DOW WEATHERMATE FLASHING SEQUENCE- STEP 4 WINDOW INSTALLATION WP-4.0 SCALE: NTS ARCH REF: ,AP-4:01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: \WP 4.01j SCALE: NTS ARCH REF: INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER /INSTALLATION BY SIDER ADHERE 9" DOW WEATHERMATE EXTEND WRB BEYOND HEAD TO STRAIGHT FLASHING TO HEAD OVER ALLOW FOR REQUIRED OVERLAPS NAIL FLANGE, EXTEND TO OUTER PER A2/WP 3.00 EDGE OF JAMB FLASHING Sk frr O r IPI tttt**ttt*t.tt*.11\ '� �\ APPLY 4"WIDE ISTALL WRB; WRB TO BUTT UP WEATSGHT TO NAIL FLANGE AT JAMB OF SWINDOW ONLY; DO NOT LAP WRB WINDOW JAMB FLANGES.Nil . 4. Niiis", OVER NAIL FLANGE I 1 1% I S AND j�` / ' FLASHING FROM STEP 6 '�0 INSTALL WRB LAPPED UNDER SILL %FLASHING 'k,/ NO. DATE ISSUE li G/ / � �� i 09.22.10 REVISION 1 10.07.10 REVISION A � A \ A o / B4" DOW WEATHERMATE FLASHING SEQUENCE- STEP 5 (BID DOW WEATHERMATE FLASHING SEQUENCE-STEP 6 B2 \ DOW WEATHERMATE FLASHING SEQUENCE- STEP 7 B1 DOW WEATHERMATE FLASHING SEQUENCE- STEP 8 HEAD FLASHING \WP-44 01/ SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.o1/ SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: CO INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO W C') BUTT JAMB TRIM TO HEAD a CD INSTALLATION BY SIDER EXPANDING FOAM TAPE INSTALLATION BY SIDER HEAD FLASHING AND SEAL INSTALLATION BY SIDER WRAP AROUND BOTTOM OF INSTALLATION BY SIDER TRIM LLI W > PART NO. 1639042 Q�.� � � O N C5 °jjijj5ti; _` O W C TO BACK WU F-NON SKINNI `I ' (n 2. \�i A e OFFSET FROM NAIL FLANGE \,��,� TO ALLOW FOR FLAT �� Ai ,� i BUTT SILL TRIM TO JAMB © �� TRIM FOR p \\\ \\\ 1 t , / �CONSTRUCTION� TAPE SEAMS PER A2/WP L I 1 DRAWN BY: JL, SH, JR 3.00 Y � CHECKED BY: CRM �I SCALE: AS NOTED III original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS ., SHEET NAME: ��. ALTERNATE WINDOW WRAP A Q e Q 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 p 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: V V P 4.01 INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER Q a/ z (�je o W r 1 ` N z ,,` _ o O N V N LE S Z V ' • Q S 7 W y. V p[ kt I L J .0 I-- W N N V 1 �- K w �— Z 9 m FIELD FABRICATE AND INSTALL JAMSILL SILL PAN REF C3 & C4/ WP4.02 FOR PAN FABRICATION ' INSTALL EPDM INSTRUCTIONS OR BUTYL BACKED AT SILL EPDM SILL PAN WHERE INDICATED BY C4-WP 4.03 CUT SLITS TO ALIGN \ ... \ WITH SILL AND HEAD � \. e ADHERE 9 WIDE DOW WEATHERMATE i ADHER � IDE DOW WEATHERMATE NN STRAIGHT FLASHING TO JAMBS, FOLD S - ,IGHT FLASHING TO JAMBS, NOTE:ALL CUTS, SLITS, PUNCTURES OR S. BREACHES A ANY KIND IN THE D WITH INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9" fie. WEATHERMATE WEATHER RESISTIVE JAMB SILL, LAP OVER SILL PAN END FLASHING 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 AINSTRUCTIONS a END DAM OF PAN FLASHING AND SILL e \ FLASHING 7--All\ 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 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 4 WP-4.02 SCALE: NTS ARCH REF: W� P-4.02 SCALE: NTS ARCH REF: WP-4.OZ/ SCALE: NTS ARCH REF: \P 4.02 SCALE: NTS ARCH REF: INSTALLATION BY FRAMER /INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ADHERE 9" DOW WEATHERMATE INSTALL DOOR WITH INTEGRAL BRICK STRAIGHT FLASHING TO HEAD OVER MOLD WITH CONT. BEAD OF NON INSTALL WRB PER A2/ NAIL FLANGE, EXTEND TO OUTER SKINNING BUTYL AT HEAD AND JAMBS EDGE OF JAMB FLASHING BEHIND INTEGRAL BRICK MOLD WP 3.00 i i "` ti's TOOL OFF EXESS SEALANT AT JAMBS I S. ,�, INSTALL HEAD SEAL WRB TO HEAD �` FLASHING FLASHING WITH NON " SKINNING BUTYL '"'` y I SEAL WITH INSTALL EXPANDING ` SEAL WR8 AT JAMBS TO 1 LOW FOAM TAPE PART NO. , JAMB FLASHING I I PRESSURE 1639042 INSTALLED IN ST BS I I FOAM SEALER OVER BRICKMOLD AND 4 WITH CONT. BEAD PRIOR TO SETTING OF NON SKINNING I I""' HEAD FLASHING BUTYL I 1, isi4p;" 1 1 I NO. DATE ISSUE I I,'` 1 07.27.10 FOR BID ISSUE( 2 08.13.10 FOR PERMIT k „ 3 099.10 Ir DOOR FRAME 4 09141 W/INTEGRAL 1 I MATERIAL INFORMATION BRICKMOLD 5 0922.10 REVISION \I I - BEAD OF NON SKINNING \ �� \ BUTYL ON� HEAD USE BE eVISIBLE, TOOL OFF EXCESS e e 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•� SCALE: NTS ARCH REF: WP 4.OZ/ SCALE: NTS ARCH REF: '^ a'SLOPED BUTT JAMB TRIM TO HEAD W ( ) Q Q) WEEP AREA PRE MEASURE TRIM CENTER SECTION INSTALLATION BY SIDER INSTALLATION BY SIDER W W Q 1� � �, SET HEAD TRIM 1/2"ABOVE W W`�� INSTALL HORIZONTAL BOTTOM SLOPING SURFACE U N ; O BATTENS TO SUPPORT I OF HEAD TRIM (ON TOP OF LL,1 � � OCCURS DING EDGES AS END DAMS) � O � '�\`\ APPLY ABS �►� ( I IJJ z � W �L COMPATIBLE Q ��„-r NON-SKINNING �� BUTYL SEALANT III U Q�) WHERE SILL WILL I�I O (n CONTACT FRAMING GLUE TAB AREA BOND WITH \ ` INSTALL BATTENS TO FULLY F- (�/ TO FORM FULL BED PVC CEMENT PER CEMENT SUPPORT ENDS OF SIDING. '^' OF SEALANT FIELD ' AND MANUFACTURER AND I\JAMSILL INSTRUCTIONS�' ASSEMBLE JAM L \ � N PIECES TO FORM ONE PIECE SILL SLOPED WEEP AREA PRIOR TO BACK PRIME AND INSTALL FOR SIDING INSTALLING IN S OPENING ��' Nit„,,hrtit=6 TO DOORIFRAME SPACE ''� 1 CON STRUCTION J 1 �I A I DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED I I original sheet size 24 x 36 J (I 1 PROJECT NO: 2010.P33940DCS I SHEET NAME: Ae DOOR FLASHING SEQUENCE 1--C—.2. / SHEET NO: C4 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY ONLY) C3 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY) \ DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 9 RAIN SCREEN BATTENS / C1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 10 SIDING �/��n A WP-4.02 WP-4, SCALE: NTS ARCH REF: W� P-4.02 SCALE: NTS ARCH REF: © WP 4.02 SCALE: NTS ARCH REF: V V I� �F .02 SCALE: NTS ARCH REF: WALL FRAMING PER WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, STRUCT. STRUCT. INSULATION, EXTERIOR SHEATHING INSULATION, SHEATHING PER STRUCTURAL VAPOR BARRIER, HARDIE LAP SIDING MATERIALS PER ARCHRIOR FINISH WEATHER RESISTIVE BARRIER; HEAD VAPOR BARRIER, i' 'I INTERIOR FINISH © �� / FLASHING AND SEAL WITH NON Q INTERIOR FINISH /� WEATHERMATE LAP SEAMS AT MATERIALS PER ARCH. WEATHERMATE PLUS LAP OVER WEATHER RESISTIVE BARRIER; LAP SEAMS AT SKINNING BUTYL SEALANT MATERIALS PER OPENING HEAD HEAD FLASHING VERTICAL LEG, WINDOW HEAD SET IN NON SKINNING BUTYL �ARCH. 9"WEATHERMATE STRAIGHT SEAL WITH BUTYL FIBER CEMENT PANEL O/BAWEATHERMATE 9" STRAIGHT FLASHING TAPE LAPPED 0/ W U,I BEYOND I WINDOW NAIL FLANGE Z© �II 9"WEATHERMATE STRAIGHT © M i © S 0 LAP SIDING W/STARTER / JAMB FLASHINGS AT EACH I I O 24 GA. PRE-FINISHED METAL w s1 Z �— BAR ON VERT. BATTENS END OF OPENING h O øI I II I`� t HEAD FLASHING FASTEN 16" OC -- u p STARTER STRIP 24 GA. BAKED ENAMEL METAL 11 b 9"WEATHERMATE STRAIGHT FLASHING LAPPED OVER I l m HEAD FLASHING; FASTEN 16" OC I LAP SIDING W/STARTER N r wr �! / 111 !: WINDOW FLANGE / STRIP O/VERT. BATTENS a 24 GA. PRE-FINISHED METAL VERTICAL BATTENS WI INSECT SCREEN I 1141 m 0 ^I HEAD FLASHING; FASTEN 16" © WRAP CLOSURE I1 HORIZONTAL BATTEN; REF Al /WP 3.00 FOR 11 24 GA. PRE-FINISHED METAL w OC AT BATTENS STRIPS STARTER STRIP I'I ADDITIONAL INFORMATION Ill HEAD FLASHING FASTEN 16" OC AT,. I L �� 1 SPF WOOD HEAD TRIM PER ARCH FULLY PRIMED II SEALANT PER PULTE DESIGN © .III EXTERIOR SHEATHING % I \ BATTENS © w u 1 OVER HORIZONTAL BATTENS FASTEN WITH (2) STANDARD '�'I 24 GA. PRE-FINISHED HEAD FLASHING; /prypq PRE-PRIMED SPF TRIM PER ARCH PRIME ao v> I 16d HOT DIPPED GALV NAILS W/FINISH HEADS @ II 1�I 1./I'I 1 -',� FASTEN 16" OC !H \+� CUT ENDS IN FIELD FASTEN W/16d HOT z I 16" OC, SET, SEAL AND PAINT PER ARCH. 1111', i-�11 ' 1 ��1 DIPPED GALV NAILS W/FINISH HEAD @ PRE-PRIMED SPF TRIM PER ARCH PRIME CUT ENDS IN � J/ I I © © � EXPANDING FOAM TAPE BELOW 1`I� I FIELD FASTEN W/ 16d HOT DIPPED GALV NAILS W/FINISH ;; , ' v 16" OC, SET, SEAL, AND PAINT PER• INSECT SCREEN CLOSURE WRAP FLASHING. PART NO. 1639042 I 1 `r/ 11 HEAD 16"OC, SET, SEAL, AND PAINT PER ARCH. ARCH.EXPANDING FOAM TAPE BELOW @ EXTEND BATTENS BEHIND TRIM FLASHING. PART NO. 1639042 e 1`I )), EXPANDING FOAM TAPE BELOW FLASHING. PART NO. i I1j • ♦1, PROVIDE INSECT SCREEN WRAP e �____ DOOR FRAME WITH INTEGRAL iPr -Id 1639042 SEAL AT SPLICES +�` CLOSURE BRICK MOLD PER ARCH. ul� EXPANDING FOAM TAPE; PART N•. • FULLY PRIMED• STOP PER , �� A 24 GA. PRE-FINISHED HEAD FLASHING; A I AND AT END DAMS 1639042 • VII a W/ 1 PART • • ARCH. LOW PRESSURE SPRAY FASTEN 16"OC POLYURETHI� SIKA LASTOMER 511 BUTYL SWING DOO R FOAM SEALER SEALANT SIKA LASTOMER 511 BUTYL e lit e LOW PRESSURE SPRAY SEALANT BEHIND NAIL FIN ^ FOAM SEALER • q" VINYL WINDOW / 5 \ a PER ARCH.COMPONENTS 110° �� SPLICE ONLY @ q" REFERENCE Al WP-4.02 FOR REFERENCE Al WP-4.02 FOR / RUNS > 10 FEET ADDITIONAL HEAD FLASHING REFERENCE Al WP 4.02 FOR HEAD ADDITIONAL HEAD FLASHING _ 110° INFORMATION FLASHING SPLICE il� INFORMATION CUT HEM BACK AT i A � A JOINT TO ENSURE y.. TIGHT FIT cAn A4 GARAGE DOOR HEAD A3 SWING DOOR HEAD A\ C"\-2-- FIBER CEMENT PANEL SIDING HEAD Al LAP SIDING HEAD 1y„ WP-4.� SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: 4 03j1 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: VINYL WINDOW PER ARCH SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC'A DOORBRICK MOLDHPER ARCCHL HEADSO@ 16"OC, SET, SEAIL AND PAINT a BETWEEN WOOD TRIM A PER ARCH. W/NAIL SPACE TO BATTEN A SPF TRIM PER ARCH FASTEN WITH 16d SCHEDULED GARAGE WINDOW FRAME DOOR&TRACK A © 4"WEATHERMATE STRAIGHT 4"WEATHERMATE HOT DIPPED GALV NAILS W/FINISH FLASHING OVER NAIL FIN AND STRAIGHT FLASHING HEADS @ 16" OC, SET, SEAL AND PAINT BATTEN PER ARCH. WRB WEATHERMATE PLUS 2 x 4 TRIM PER ARCH A 9"WEATHERMATE JAMB A UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN FLASHINGS REF A4/WP 4.01 FIBER CEMENT PANEL INSTALL WITH e 9"WEATHERMATE NAIL SPACE TO WINDOW TRIM FIBER CEMENT PANEL INSTALL STRAIGHT FLASHING VINYL WINDOW 2 x 6 WALL FRAMING PER STRUCT. A SIDING � WITH NAIL SPACE TO DOOR A A _ _ ' �I yHi 9" STRAIGHT FLASHING AT JAMB a FRAME BATTEN WEATHERMATE PLUS CONTINUOUS BEAD OF g" WEATHERMATE STRAIGHT ��\'i /^ �' 9" STRAIGHT FLASHING OVERLAP A NON SKINNING BUTYL © �� A ONTO SHEATHING SEALANT FLASHING min__� i. _ SPF JAMB TRIM PER ARCH A WEATHERMATE PLUS WEATHER "� el 1. i A ===\``�; RESISTIVE BARRIER ��>��I��/ ''I SIKA LASTOMER 511 BUTYL A ! A 1 ��/�� j EXTEND WRB TO JAMB NAIL SEALANT BEHIND NAIL FIN ! y,... I///A i��\ 1 ��1� FLANGE ! 9"WEATHERMATE JAMB NM _ II ��. -� SPF WOOD TRIM PER ARCH �� ////// j FLASHINGS REF A3/WP -E p e �' NO. DATE ISSUE =.-_-r_. -__._ ! ► ! 4.01 DOW GREAT STUFF PRO LOW 1 '-- - - - --_--�-� -�- SIKA LASTOMER 511 BUTYL PRESSURE SPRAY FOAM SEALER 1 07.27.10 FOR BID ----------------�- =� �/ i SEALANT BEHIND NAIL FIN FORMULATED FOR WINDOW Mal NM% W fill SWING \ / \ ' INSTALLATIONS AND APPROVED BY 2 08.13.10 FOR PERMIT 31 i DOOR •� WINDOW MANUFACTURER 1 DOW GREAT STUFF PRO LOW 3 09.9.10 REVISION WEATHER MATE PLUS SEAL ONTO JAMB FLASHING 1 PRESSURE SPRAY FOAM SEALER WITH NON SKINNING BUTYL j FORMULATED FOR WINDOW PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT - r INSTALLATIONS AND APPROVED BY WALL FRAMING PER PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 4 09.14.10 REVISION A WINDOW MANUFACTURER STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER STRUCT. INSULATION, VAPOR BARRIER, 5 09.23.10 REVISION SIDING PER PLAN INSTALL WITH NAIL INTERIOR FINISH SPACE TO WOOD DOOR JAMB A VAPOR BARRIER, MATERIALS PER ARCH. INTERIOR FINISH WALL FRAMING AND SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT 6 10.07.10 REVISION A MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR BARRIER, INTERIOR FINISH PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 FOR ADDITIONAL INFORMATION NOTE: BATTENS INDICATED BEHIND MAT IALS PER ARCH. TRIM TYPICAL B4 GARAGE JAMB DETAIL A SWING DOOR JAMB B2 FIBER CEMENT PANEL SIDING JAMB LAP SIDING JAMB 03 SCALE: 3" 1'-0" ARCH REF: (j "j 4 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: DOOR DOW SILL PAN @ CORNERS CUT BACK THRESHOLD DAM AS NECESSARY TO FIT UNDER a WINDOW PER ARCH W 0 w WIDTH THRESHOLD SET CORNER IN FULL BED 24 GA. 1/2"X 1/2" TOE BEAD OF NON SKINNING L 1. Q FASTEN FLANGE PER I� Yz" OF NON SKINNING BUTYL SEALANT MANUFACTURERS W W BACK ANGLE VINYL WINDOW PER ARCH. INSTRUCTIONS r , L 0 1 SBACK SLIDING DOOR THRESHOLD; SET IN JAMSILL SILL PAN W/END DAMS v O Q� j 0 y ANGL. TOE BEAD OF SEALANT BEAD OF SILICONE SEALANT LL SET WINDOW IN TOE BEAD OF C ) -� lirFASATAN SK 30 MIL BUTYL NON SKINNING BUTYL SEALANT = U) r i BACKED EPDM PAN FLASHING FASATAN SK BUTYL BACKED EPDM W Z w (Q iii� .. 1 _ # 1295030 SILL SEALER EXTEND TO JAMSILL, SET IN BUTYL SEALANT A SILL PAN, INSTALL PER C4 PER C4/WP 4.01 /WP4.00 OR C3/C4 WP 4.01 BASE OF TRIM I. A FOR JAMSILL ALTERNATE, SET JAMSILL IN 0 (n I I DOOR THRESHOLDyl a BED O ABS COMPATIBLE NON SKINNING D ~ . �� + I BUTYL ra, �� _ SPF TRIM PER ARCH FASTEN WITH 16d HOT Lem i■ DIPPED GALV NAILS W/FINISH HEADS @ 16"OC, -11 �l SPF TRIM PER ARCH FASTEN WITH 16d HOT DIPPED SEE ALSO INSTALLATION SEQUENCE SHEET WP 4.02 1/4"X 1/4' KERF CUT AT 4' OC Ir prii' SET, SEAL AND PAINT PER ARCH. POSITION TRIM GALV NAILS W/FINISH HEADS @ 16"OC, SET, SEAL AND ■ © W/NAIL SPACE TO WINDOW FRAME AND SIDING ' / PAINT PER ARCH. POSITION TRIM WITH NAIL SPACE TO u. 1/4"X1/4" KERF CUT AT4"OC 11\ SPF TRIM RIPPED FROM 2X MATERIAL FASTEN W/16 d \�� l BEVEL TOP EDGE WHERE PROUD OF WINDOW \�_ WINDOW FRAME, BEVEL TOP EDGE WHERE PROUD OF NAILS 16"OC BARK SIDE OUT, BEVEL EXPOSED \� 1 I " 2 X 6 SPF TRIM PER ARCH FRAME, PRIME ALL CUT EDGES �i� WINDOW FRAME, PRIME ALL CUT EDGES @ d a 1" MIN 1t o 1/ �� CORNER AND INSTALL WITH MODERATE CONTACT TO �� _ \ ■ HORIZONTAL BATTEN, PROVIDE SOLID BLOCKING OR e ■ a '� 1 STRAP AT PANEL EDGES IF NOT PROVIDED BY F �� G �� / ` THRESHOLD, BACK PRIME ALL CUT EDGES � a _ 1 �, `, a i� •!i '/1 � SILL FLASHING WRAP FROM A FOR � s STRUCTURAL FRAMING REF Al /WP 3.00 FOR 24 GA. PRE-FINISHED METAL `1 [ ' / / • <. S/S 46"x 2Y2' POWERS SPIKE ? AI' ADDITIONAL INFORMATION WEATHERMATE PLUS WEATHER RESISTIVE J, 6" O.C. STAGGERED; FLASHING FASTEN 16"OC �■!? 1 / • r�� ASTENINTOPRE-DRILLED vro 1' BARRIERI2"TARGETSTAPPLEDUNDER CONSTRUCTION 4 ri HOLES I I WEATHERMATE PLUS WRB TUCKED SILL PAN LOWER LEG /' '{. UNDER SILL FLASHING TARGET LAP SIDING W/ NAIL SPACE BEWEEN • I L © II I © TRIM AND SIDING e i �� EXTERIOR SHEATHING BATTENS DRAWN BY: JL, SH, JR 9"WEATHERMATE STRAIGHT 4 SILL FLASHING WRAP FROM WEATHERMATE PLUS © FLASHING COORDINATE p 1 L 11 �II � WEATHERMATE PLUS WRB TUCKED UNDER CHECKED BY: CRM 1p WEATHER RESISTIVE BARRIER 12"TARGET STAPPLED 0111111114011 I 1 ■ SILL FLASHING TARGET LOCATION WITH STRUCTURAL UNDER SILL PAN LOWER LEG FASTENING o �1 ■ SCALE: AS NOTED• '� 5 0 /� . FRAMING a a Q III �I- © \ I EXTERIOR SHEATHING 24 GA. PRE-FINISHED METAL \ BATTENS FLASHING FASTEN 16"OC I AND a ^ \ original sheet size 24 x 36 / C I SHEATHING FIBER CEMENT PANEL i IS PER STRUCT. A INSULATION, WALL FRAMING AND SHEATHING VAPOR CONCRETE PER STRUCTURAL PER STRUCT. INSULATION,VAPOR PROJECT NO: 20 10.P33940DCS BARRIER, INTERIOR FINISH NOTE: TYPICAL TRIM MATERIALS DECKING, JOISTS & HANGERS I BARRIER, MATERIALS PER ARCH. NOTE: TYPICAL TO INDICATE RIM TRIALS SHEET NAME: AND LEDGER PER STRUCT. 1 ift INTERIOR WINDOW WP DETAILS WEATHER RESISTIVE BARRIER I FINISH MATERIALS THICKNESS MATERIAL PER PULTE LAP SIDING 0/VERT. BATTENS PER ARCH. /�\ SHEET NO: C4--- DECK DOOR THRESHOLD ,�� C i ` SWING DOOR THRESHOLD C2 FIBER CEMENT PANEL SIDING SILL C1 LAP SIDING SILL © /�W� P-4.03 SCALE: 3"=1'-0" ARCH REF: \WP-4.03 SCALE: 3"=1'-D" ARCH REF: WP-4,03 SCALE: 3"=1'-0" ARCH REF: V V P 4.03 q.03/ SCALE: 3"=1'-0" ARCH REF: � 2" MAX V 12" O.C. UNDERLAYMENT AND END�ApS • SHINGLES NOT \ g T �/ z SHOWN FOR CLARITY -_\ \ 0 0 ' 0 (� o __ — 15116" a• 24" (`` a•• N— FLANGE OPEN WELL a ��_ e o Z OF RAKE METAL ,, e q N o FLANGE OF q �L ,n w ❑ 0 EAVE"D" DRIP r q G � g >- � P- / Q° O w ,,,,y - 156" f_ V U•SLOPE SELF ADHERED MEMBRANE µ J J► /AND RAKE METAL / k o 2• , ,3`d , . •0 O w V i �„r� .. . / .': :..H.:; -,..•. ... ..,,-- _------ �� PLASTIC-HED CAP NAILS BY ' 7) . • ,,,,,, ,,a______S ,�� __ MAZE OR EQUAL PLASTIC HED CAP•NAILS • 4 ASTM D 4869 TYPE III UNDERLAYMENT UNDER UNDERLAYMENT • N RAKE METAL&OVER 19Y2" STARTER STRIP OF ASTM ' GUTTER FLANGE D 4869 TYPE III FELT ASTM D 4869 TYPE III • 39 3/8" UNDERLAYMENT APPROVED ALT: AM ALT: IF STAPLES HEAVY DUTY BY IKO SUBSTITUTED FOR ' PLYWOOD DECK-ENSURE THAT DECK IS CAP NAILS (MEDIATE CLEAN & DRY& DOES NOT HAVE VOIDS OR SHINGLE AREAS THAT ARE NOT SUPPORTED INSTALLATION SHALL • GUTTER W/SPIKE& BE REQUIRED © O PLAN VIEW FERRULE ATTACHMENT /�\ 1�\ A4 EAVE & RAKE CORNER A2 UNDERLAYMENT LAPPING / Al \ UNDERLAYMENT FASTENING PATTERN WP-5.00 SCALE: 3"=l'-0" ARCH REF: W� P-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: �� A ,. UNDERLAYMENT �% FASTEN PER MNFR'S - 40-7/8" i—�t� 0�\, \-- , REQUIREMENTS \ EXISTING EXTERIOR % /��/// \"Ix%t ' SHEATHING GALV., MIN. 12 GA; =13" FROM EDGE �i_�'//,,/ EACys/a� \��1��A��NZINA (BOTH SIDES) 78 1Y2" =1" FROM EDGE r (BOTH SIDES) y I 13-3/4" 'C ELM• • MUST PENETRATE ROOF SHEATHING NO. DATE ISSUE COMPLETELY THROUGH DECKING MIN. 1/4" FASTEN PER MNFR'S 1 07.27.10 FOR BID REQUIREMENTS STANDARD GALVANIZED / % % �j %/ UNDERLAYMENT 08.13.10 FOR PERMIT NAIL VERTICAL OVERLAPS MIN. 500mm EACH SIDE @ VALLEY 3 09.23.10 REVISION --. / SHINGLES BY IKO SEAL SHINGLES W/ Nail_%% z 50N \DE �. -- ..... ,„/// TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: "NOTE: ROOFING PLASTIC \��b' \ Ep,C ��.G �I��',/ #12 SMOOTH 1-1/2" NAIL IN 7/16"OSB PANEL AVGERAGE SHINGLES SHALL BE FASTENED W/(4) NAILS. PLACE NAILS CEMENT PER MNFR �� %-: CAPACITY PER NAIL=29 LBS AS INDICATED, k, ,,`£t1*,'; J&NO CLOSER THAN 1" FROM ` \�� ...--->.....- EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; \ \\\�I\\;, v i/'I��////// (4) NAILS PER SHINGLE X 29 LBS/NAIL= 116 LBS/SHINGLE ��,\�/�I / 133 SHINGLE FASTENING PATTERN AT FIELD OF ROOF C-32 UNDERLAYMENT LAPPING @ RIDGE &VALLEY C3- 1 NOT USED \WP-5.00 SCALE: 3"=1'-0" ARCH REF: 5.007 SCALE: 3"=1'-0" ARCH REF: -500/ SCALE: 3"=V-0" ARCH REF: co 10" W W CC -" 10" "- RAKE +' • ct = co -a 40-7/8" _ 10" ►I • 8' MIN. a)(Dui EMS ► 3/8"0 NOTE: • SUBSEQUENT SHINGLES NOT O V ANULAR RING SHANK., • MIN. 11 GA; -� - SHOWN FOR CLARITY :'.. _ _ ' 13" FROM EDGE (D -7(BOTH SIDES) .. _. =1" FROM EDGE co 76 ar :' F. tdAtti..7- -- - -47.1" Aor . . .. . 1 . .... y I (BOTH SIDES) _ 4" MIN. . 1 13-3/4" • FULL-WIDTH I 9 ® I $ , " E Lam, V SHINGLE / FOR O O O O CONSTRUCTION J • STRAIGHT, GOOD UNDERDRIVEN: OVERDRIVEN: CROOKED: PENETRATION AND FLUSH INADEQUATE DECK TOO DEEP, INADEQUATE / WITH SHINGLE SURFACE PENETRATION CUTS INTO SHINGLE ANCHORAGE / ANNULAR RING SHANK NAIL EAVE DRAWN BY: JL, SH, JR FOR EXPOSED EAVE %/ j j j % �/ %/ %/ PROPERLY DRIVEN IMPROPERLY DRIVEN PERIMETER CHECKED BY: CRM FASTENERS SHALL BE DOUBLE HOT DIPPED GALV. SCALE: AS NOTED ' MIN 12 GA.,WI MIN. HEAD DIAMETER OF e". SHANK CAMBRIDGE 30 AR SHINGLES BY IKO SEAL SHINGLES WI I MUST HAVE SUFFICIENT LENGTH TO PENETRATE NOTE original sheet size 24 x 36 NAILS TO BE ANNULAR THROUGH DECKING MINA", FOUR(4) NAILS PER TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: "NOTE: ROOFING PLASTIC SHINGLE RING SHANK W/BARBS #11 ANULAR RING SHANK 1" NAIL IN 7/16"T-111 PANEL SHINGLES SHALL BE FASTENED W/(6) NAILS. PLACE NAILS CEMENT PER MNFR PROJECT NO: 2010.P33940DCS AVGERAGE CAPACITY PER NAIL=27 LBS AS INDICATED, I�.`'`.,': .0,:::,•;',41&NO CLOSER THAN 1" FROM 0 0 0 0 NOTE: UNDERLAYMENT NOT EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; SHOWN FOR CLARITY (6) NAILS PER SHINGLE X 27 LBS/NAIL= 162 LBS/SHINGLE I I NAIL PATTERN SHOWN FOR SHEET NAME: FIELD OF ROOF, SEE C3/ ROOFING WP DETAILS WP-5,00 FOR EAVE EDGE SHINGLE NAIL PATTERN SHEET NO: C3 SHINGLE NAILING OVER EXPOSED EAVES C2" ASPHALT SHINGLE PATTERN Cl TYPICAL FASTENER APPLICATION `n' F WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00, SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: Y Y P v"00 n a . 1 Z 0 ° \ o a " �..V UNDERLAYMENT \ W N ° ° °o 0 \.� «r.� « "" ^'w\ ° '' µ,ms «.�^.`"' :—'\ r�, .r: . ....""` '"� y \ a �� ».«' G R N K °_• •_ C, 3rd COURSEt ° (((�t- Q ° Ii Pi u' �� A ° W — U ..w "" "r". F- 'mow ° ° b ° ° ApJACENT STRIP t « a o CO „00.04a00000%. a a AI B1tJLLId NGIH ,• Yillir �► " Ilk" IS—_ AILS LOCATED , ,` '- �_ `- 1Y"-3" FROM EAVES RTER STRIP z ` ` � - ALIN • --_ ‘116\0011------ SELF SE G ADHESIVE STRIP � START 1ST STRIP � UNDERLAYMENT W/6" REMOVED POSITIONED ALONG EAVES 1 1 STARTER STRIP @EAVE SECOND COURSE 1st COURSE; PLACE SHINGLES BLEEDER STRIP CLOSE; CONTINUE FIRST @ RAKE UNDERLAYMENT COURSE W/WHOLE SHINGLE COMPLETE RAKE METAL NOT SHOWN FOR CLARITY NOTE; STARTER STRIP MADE FROM SHINGLE W/TABS REMOVED A4 SHINGLE LAYOUT- STEP 3 A3 SHINGLE LAYOUT- STEP 2 A2 SHINGLE LAYOUT- STEP 1 Al SHINGLE LAYOUT- STARTER COURSE \P-5.01 SCALE: 3"=1'-0" ARCH REF: W:-5.01/ SCALE: 3"=1'-0" ARCH REF: WP-5.01 SCALE: 3"=1'-0" ARCH REF: WP-5.01 SCALE: 3"=1'-0" ARCH REF: UNDERLAYMENT STRIP ASPHALT SET EDGE BLEEDER IN © 5th COURSE- 0 MASTIC FULL SHINGLE DOUBLE HOT DIPPED GALVANIZED NAILS 6"O.C. COMPOSITION SHINGLES UNDERLAYMENT 4th COURSE 0 MIN. 2" MIN. 24 GA. BAKED ENAMEL FINISH 'a FLASHING SHINGLES OMITTED FOR \ I ." Y" CLARITY \ 4 0 ` saw ROOF DECK « .::::::.......................... i:,.,..ii,...",.17............. . . `�� . ===== moo —s moo o N ° ., • MASTIC BEAD TO ili t BOND SHINGLE; .��. .` NO. DATE ISSUE ASPHALT \i.. I BLEEDER STRIP NOT '.SHINGLES `� ® ,.SHOWN 1 07.27.10 FOR BID•� UNDERLAYMENT; RUN ,. ' 2 08.13.10 FOR PERMIT ASPHALT SHINGLE STARTER OR `/ UNDER RAKE METAL 8 SS\ , �—REVERSE CLIPPED SHINGLE, O/ SAVE METAL ,' �"� EXTEND E EDGE OF EAVE METAL \ , , —_ 09.23.10 REVISION f FACTORY SEAL OR . HAND TABS AT STARTER ,. 26 GA. 11,411111111_____________ \ GUTTER SEE B1/WP-5.00 FOR 1 \ CORNER TRANSITION B4 ` EAVE TO RAKE TRANSITION W/GUTTER B3 RAKE B SHINGLE LAYOUT-STEP 5 B1 SHINGLE LAYOUT- STEP 4 WP-5.01 SCALE: 3"=1'-0" ARCH REF: \P-5.01 SCALE: 3"=1'-0" ARCH REF: W� P-5.01 SCALE: 3"=1'-0" ARCH REF: WP-5.01 SCALE: 3"=1'-0" ARCH REF: Ct FIBER CEMENT LAP SIDING OR SHINGLES ' \ ME' E LA• Ill •• H PIG��S W r^ EFERENCE Al /WP 3.01 FOR ADDITONAL REFERENCE Al I WP 3.01 FOR ADDITONAL OSB ROOF SHEATHING vJ INFORMATION © © INFORMATION SIDING TO COUNTERFLASH STEP WN W Q / INSULATION BAFFLE TO HOLD FLASHING A MIN. OF 2"OR INSTALL 2 L L WEATHER RESISTIVE BARRIER 1 UNDERLAYMENT TURNED-UP VENT OPEN PIECE METAL COUNTER FLASHING r , 0 o WALL A MINIMUM OF 12" I COMPOSITION SHINGLES O/ UNDERLAYMENT V ROOF SHEATHING TURNED UP WALL 12" M MIN 24 GA. GALV BAKED ENAMEL FLASHING PLACED JUST UPSLOPE Z (A HEAD FLASHING, OVERBREAK FROM EXPOSED EDGE OF SHINGLE \ W Z = W DIAGONAL LEG TO CREATE TIGHT 1111 BIRD BLOCK WITH VENTED 0 Z.1 OPENINGS EXTENDS 4"0/UNDERLYING SHINGLE 2 ---s. ..0 u) CONNECTION TO TOP OF SHINGLE �p • COUNTERFLASHING OR I &4" UP VERTICAL WALL ca ,� •1 CLADDING W/WRB PRIMED TI-11 SIDING SQUARE EDGE AT OVERHANG © O co c EXPANDING FOAM TAPE �� , G TAILS 1- `� JtiO�, I yyyy` SINGLE LAYER OF EXISTING WEATHER j ROOF PLANE \ y� STEP FLASHING BY y RESISTIVE BARRIER •i ,,.'^ �� A inti ,,, ` ` UNDERLAYMENT COMPOSITION / / AWARD OR EQUAL ""'+,,,,,` ` MIN. 24 GA. GALV. BAKED � ROOFING i/ I 500mm STARTER STRIP ENAMEL FINISH SHEET METAL .� .,. . . ... , :,..... _ ...,........,, ,,:.:.. ,: ...Ai / ' SHINGLES = , �6"'+.,,,`\� STEP FLASHING FOR EACH 4' = HAND SEALANT NFR'S REDO S ,+ i ,+^'' ''%.,` COURSE OF SHINGLES FOR SP{KE &FERRULE +�EACH SHINGLE PER / �. CONSTRIJCTION� $ a I ATTACHMENT J '/ I ��r, +,,, „D" EAVE FLASHING j/1 i i'Of/� / /_ C I AIR FLOW - , I �� --III PRE-FORMED, FULLY , 1 r SIDING OVER SHEATHING DRAWN BY: JL, SH, JR / 4 ---r. L� SEALED DIVERTER /1 \\ ..;} CHECKED BY: CRM FLASHING Irk ►_� . ` � �' SCALE: AS NOTED 6" �� TYP. EXTERIOR WALL WITH 26 GA. GUTTER 26 GA. GUTTER 0/LAP ;;=: i CLADDING �� i.,.t.k' ` original sheet size 24 x 36 BUTYL �` �� FULLY SoLDER/SEAL /::::::: 2010.P33940DCS PLATE ALL JOINTS • C ASPHALT SHINGLES ROOFING WP DETAILS S SHEET NO: C4 ROOF TO WALL- NON VENTED �C C3 STEP FLASHING C2 EAVE OVERHANG Cl SIDEWALL FLASHING W/GUTTER �/�� WP-5.01 SCALE: 3"=1'-0" ARCH REF: V V P 5.0 1 WP-5.01 SCALE: 3"=1'-0" ARCH REF: 3�e" \WP-5.01 SCALE: 3"=1'-0" ARCH REF: WP-5.01/ SCALE: 3"=1'-0" ARCH REF: / LEAD CAP OR OPTIONAL LEAD PIPE FLASHING TURNED DOWN PLUMBING VENT PIPE 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR INTO SOIL STACK 1" FASTEN METAL W/#10 X 1"PANCAKE �� " . �� _ USE PRE-FORMED RIDGE SHINGLES FROM MANUF. a 1111(SOIL STACK) (DO NOT BLOCK I.D. OF PIPE) HEAD TYPE'A'SCREWS, MIN. 12"O.C. / SET BASE N MASTIC INTO ASTEN ONLY THE BOTTOM HOLES I I DOUBLE HOT DIPPED 9 n PRE-PUNCHED EXTEND METAL FLASHING 44. I I GALVANIZED NAILS BEYOND PENETRATION 4" LAP VALLEY METAL 8" MIN. &ON UNDERLAYMENT p I(TYP.) IN ALL DIRECTIONS -9 SET IN TWO BEADS INSTALL RIDGE SHINGLES TO SELF-SEAL '`— "' SELF ADHESIVE MEMBRANE w j VALLEY METAL SECTI�ETB�. SEEP i ;I I POLYURETHANE SEALANT WITH UNDERLAYING RIDGE SHINGLE ♦�— z BACKER PLATE SOLDERED o o © 5.02 I ��.-'' OR SEALED TO RIDGE F METAL VALLEY FLASHING W/ FLASHING TO CLOSE GAP. v J� w �COMPOSITION UNDERLAYMENT TO EXTEND I ,j ,,,,, ....I CENTER RIDGE UNDERLAYMENT; '�� p o ASPHALT SHINGLES ONTO VALLEY METAL FLASHING ' w V N t M 4w7 LAP EACH ROOF PLANE ' o, „ SEAL PIN HOLE ` r °` N o\ \ &SEALED W/MASTIC w LAYER OVER RIDGE 4 Q o L u 10*1411r„\ �, \ / �� FULL SHEET OF SELF-ADHERED ��'� \ a EXTEND UNDERLAYMENT ? n 2 /,` \� ��/ CHALK LINES DIVERGE Ye'"/FT I I MEMBRANE OF SHAKE FELT IN / �. o r TO TOP OF STEP w J v F ce �/ / © DOWN THE ROOF SLOPE \ VALLEY —♦ / FLASHING u`i N v I I o i J w •� i SHINGLES MIN 7" FROM ® —I . ✓ p w y f / CENTER OF VALLEY METAL, I S COUNTERFLASHING W/ (�e CO vi I— w ul \� SET EDGE IN MASTIC o #C; WRB AND CLADDING TO o OPTION TO INSTALL r �� I - / ' \xQ�\ RUN DOWN OVER 5:IT I I SEPARATE METAL I 1"CLIPPED OFF SHINGLE ` G FLASHING CAP PREFABRICATED ASPHALT SHINGLE; SET I CORNER @ 45° ` PO\� SW,. CLOSED END RIVETS INTO PIPE AND �// SECURE PER MNFR. VALLEY EDGE IN MASTIC �. I Ail k COUNTERFLASH LEAD COUNTRFLASH WITH 4"PREFABRICATED TO S S SAM BONDED STARTER SHINGLE TO 8E EVEN TO SUBSTRATE FLASHING COLLAR; / SET IN FULL W/'T'MTL EAVE FLASHING PLYWOOD Oil ilic> SEAL PIPE TO BED OF MASTIC 11 illIP FLANGE CONNECTION fP ., '.. ' \ -\ PREFABRICATED . . , . .� METAL FLASHING ' . P* 747 PENETRATION NOTE: QMETAL STORM COLLAR ASPHALT SHINGLES WHERE VALLEY MTL IS � I I I HIP FASTENING SIMILAR UNDERLAYMENT NAILED, STRIP EDGES W/ 1\MIN.4"STRIP OF SAM. CUT OFF SHINGLES AT AN OR WEBBING&MASTIC; ANGLE FROM EACH TAB FLASHING WITH 1 �i'i///�// OF CENTERLINE.THIN 6" STORM COLLAR i•/7/// /��' SEAL FLANGE TO CUTTING RIDGE SHINGLES ..-OW///// SELF-ADHERED MEMBRANE FROM 3-TAB SHINGLES A4 SOIL STACK PENETRATION A3 OPEN VALLEY FLASHING A2 RIDGE- NON VENTED Al RIDGE MEETS UPPER WALL WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=l'-0" ARCH REF: WP-5.02 SCALE: 3"=1-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL ARCH; O POWER VENT; DOUBLE HOT DIPPED OSB ROOF SHEATHING VEENT T PER SET BASE IN MASTIC GALVANIZED ROOFING NAILS / FASTEN THROUGH UPSLOPE '� METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO EDGE UNDER END TO CREATE SECURE VENT 4/ TIGHT CONNECTION PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS , W.R.B. TO LAP 0/ 3 ```� 1/440 CONTINUE FLASHINGS MIN. 2" TRUSS TAILS \WIllih UPSLOPE W/ MM`' STEP FLASHING , IN% \ SINGLE LAYER OF � Vpy` UNDERLAYMENT TOP LAPPED VALLEY METAL -rs / � %� `� SECURE TOP LAPPED VALLEY TWO ` 1 � / � \ '•, 2' 500mm STARTER STRIP ��BEADS OF POLYURETHANE I , / �„41110`�'SEALANT !- o% �, Alp ♦ ��I � 12" MIN. ''•,,,.,,,,` � FASTEN ONLY THOUGH THE I I q�� DOUBLE HOT A I �/ . / •,,,,� BOTTOM LAPPED VALLEY METAL. ''''''''''''''......Z443/44. ligfr,1 ° ,..: � S p0F ,,, SPIKE & FERRULE DO NOT NAIL EXPOSED NO. DATE ISSUE DIPPED n < GALVANIZED V^ ; — "'•,,, ATTACHMENT SURFACE BOTTOM LAPPED VALLEY METAL - ` 6' MIN. � � ROOFING NAIL o � """�,,, UNDERLAYMENT o� _ _ . 1 07.27.10 FOR BID e' IN -, . �� 2 08.13.10 FOR PERMIT — -.� �� UNDERLAYMENT ��,I � ♦ tat. SIDING OVER SHEATHING , LOCK SEAM ►�' \� 09.23.10 REVISION POLYURETHANE e 1 w SEALANT =:, TYP. EXTERIOR WALL WITH 26 GA. GUTTER FULLY SOLDERED / Pat; CLADDING• KICK-OUT FLASHING \ .-`., I'\ NOTE: COMPOSITION APRON FLASHING TO BE ASPHALT SHINGLES COUNTERFLASHED 3"MIN W/W.R.B. &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT ' aVALLEY METAL FLASHING SECTION B3 APRON FLASHING W/ KICKOUT B2 EAVE ADJACENT TO PROPERTY LINE B TYPICAL VENT PENETRATION WP-5.02 SCALE: 3"=1'-0" ARCH REF: VVP-5 02/ SCALE: 3"=1'-0" ARCH REF: W� P-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: / Co W�/ w � > L.1_ 2 t n Et OO - a W = M s- U) c— ' W z W CO = ~ � ca FOR CONSTRUCTIONNNNNNN.._) r 1 DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: P 0 10.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02 GENERAL: METAL PLATE CONNECTED TRUSSES: 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, 1. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH "DESIGN ABBREVIATIONS E NOTES,A N N SHALL BE REPORTED IN A TIMELY MANNER TO THE THES ND ANY SITE CONDITIONS S SH R 0 Y E 0 HE „ ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES , TPI-24 AS PUBLISHED BY THE TRUSS CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: AB ANCHOR BOLT HT HEIGHT 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ABT ABOUT IN INCH OR INCHES TOP CHORD = 25 PSF LIVE LOAD U) C J = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS co ANY WORK OR FABRICATION. W BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG CO 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND ADD'L ADDITIONAL =5 PSF DEAD LOAD LL LIVE LOAD SAFETY REQUIRED FOR THE WORK. APPROX APPROXIMATE TOTAL LOAD =45 PSF +SELF WEIGHT MAX MAXIMUM 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND ARCH ARCHITECTURAL MB MACHINE BOLT °Z5 0 TEMPORARY SHORING REQUIRED FOR THE WORK. NET UPLIFT(WIND) = 5 PSF 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING BBO BEAM BY OTHERS MECH MECHANICAL 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO BO BY OTHERS MIN MINIMUM r f 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 ® RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT = I 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE, ANCHORAGE, AND METAL SEATS REQUIRED,AND SHALL BM BEAM NO OR# NUMBER Z CO LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S 0 DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL LL1 -r- REPRESENTATIVE OF ANY DISCREPANCIES. 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. Q CENTERLINE NTS NOT TO SCALE 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. CLR CLEAR OC ON CENTERS CD 0 (/) 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 LLI 1- 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3"X 5". CONC CONCRETE TO ARCHITECTURAL DRAWIN F R ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES& PLCS PLACES ®I 9. REFER 0 DRAWINGS O 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY R, PL PLATE O DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT cr5 J 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH Lil 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED �' 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI,ASTM, ETC...) SHALL BE PER THE LATEST OR MOST CURRENT 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING DIA, 0 DIAMETER R RADIUS E° EDITION AVAILABLE. GRADES: DIM DIMENSION REINF REINFORCING O C� STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE DWG DRAWING REQ'D REQUIRED 4. DESIGN LOADS: DWL DOWEL RET W RETAINING WALL IL) MINIM= 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 WIND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET < f: --1- SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR D R= 6.5, Ss=0.942, S1=0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND&3RD FLOOR POSTS,ALIGN &MATCH POST BELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS FOUNDATIONS: 24" W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF 48" O.C. TYPICAL. ETC ET CETERA SQ SQUARE 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24 O.C. @ EW EACH WAY STD STANDARD �' = ASSUMED. ,� 1. MAXIMUM DESIGN SOIL BEARING PRESSURE 1500 PSF ASSUM _ SHALL BE SPACED AT 12" O.C. 6. WALL STUDS WITH A HEIGHT GREATER THAN 10 0 S (E) EXISTING STIFF STIFFENER U 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. EXIST EXISTING STL STEEL SAND AND GRAVEL, OR CRUSHED ROCK. 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL GRADED SAND, S N G 0 C US 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM STRUCT STRUCTURAL nn// 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. fc COMPRESSIVE STRENGTH T& B TOP& BOTTOM ILL 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 I- 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED FCO FLOOR CLEANOUT TOS TOP OF STEEL 11. REFER TO DETAIL 2/S7.0 FOR FRAMING OF TYPICAL OPENING. FD FLOOR DRAIN TS TUBE STEEL PROCTOR. _ 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. PRESSURE TREATED (P.T.) LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-O" HORIZONTAL TO 1'-O"VERTICAL 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 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT 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. 3. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GALV GALVANIZED 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED o 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 I 2. CONCRETE FORMS, MIXING, PLACING,AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST HGR HANGER O V P N ;.. SHEATHING: HORZ HORIZONTAL M 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 ,=j -� 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: C!1 ,._ 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON A) ROOF SHEATHING = 7/16" NOMINAL, INDEX 24/16 .:. o..: j I THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, INDEX 48/24 2 3/4"3RD FLOOR =3/4 NOMINAL, INDEX 48/24 C ,; °o 0 REINFORCING STEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 :fo, .. <. 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END ® .:_ JOINTS SHALL BE STAGGERED. ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. t 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. 3. BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. .f ,, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT x ate, 8.(1 NAILING AND FASTENERS: : AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH �' D PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO 1. NAILING INDICATED ON PLA S S ADEQUATE LAPS. 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION mo .... ° 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. N o 0 BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. ---, ¢ 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL FASTENERS SECURED TO PRESSURE 3. ALL S CU A) CONCRETE CAST AGAINST EARTH = 3" B) CONCRETE EXPOSED TO EARTH OR WEATHER BE HOT-DIP GALVANIZED. St R URq� PROi1#5 AND SMALLER = 1%2" 4. SHEATHING NAILING SHALL BE AS FOLLOWS: �` C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER _ A) ROOF SHEATHING = 8d AT 6" O.C. AT ALL PANEL EDGES �� NG�NEF� �� SLABS, #11 BARS AND SMALLER= %4," 8d AT 12" O.C.AT ALL INTERMEDIATE SUPPORTS `� 12,320 9 BEAMS AND COLUMNS = 1%2"#6 AND LARGER = 2" B) FLOOR SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES a. I 7. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND 8d AT 12" O.C.AT ALL INTERMEDIATE SUPPORTS SPACING TO HORIZONTAL REINFORCING. C)WALL SHEATHING = BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS tn� OREGON$„� 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24" MIN.) LAPS. 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND k Y 15 V 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. C"C 9 �C� 10. REFER TO DETAILS 1/S6.0 &2/S6.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. 6. JOIST HANGERS, HOLDOWNS,AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE N `J' ENS AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, EXPIRES'12-31-2011 U.N.O. MANUFACTURED JOISTS: 1. ROOF AND FLOOR FRAMING DESIGNATED "AS MANUFACTURED SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS,AND 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD 1 i r MANUFACTURED BY OTHERS SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK o "PSL" REQUIREMENTS: SHALL BE SUPERVISED BY A SPECIAL INSPECTOR, AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 1 Q CN 2. ALL BEAMS DESIGNATED PSL SHALL MEET THE FOLLOWING MINIMUM REQUIREM S 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH < I 0 cn o Fb=2,900 psi, Fv=328 psi, E=2.0 MILLION , 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: Y4 x 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4-0 O.C. MAXIMUM AND WITHIN 1 -0 OF SILL PLATED Fb=2325 psi, Fv=460 psi, ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. E=1.55 MILLION o w z ° 4. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER 0 IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS w _ o 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES ° ° c� ° -0 NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. 1 4 6. TRUSJOIST TRUSSES &JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS -0 AND SPECIFICATIONS. m 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. BEARING WALL ELEVATION LETTER cy JOISTS FOR LOADS SHOWN BELOW: DE IGN ROOF AND FLOOR JO S S : 8. S co m FLOOR LIVE LOAD =40 PSF NON-BEARING WALL Ak` ELEVATION VIEW ROOF SNOW LOAD - 25 PSF + +a 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL VP 1 to Vi a UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS,AND OTHER CONCENTRATED LOADS PRIOR TO E JOIST FABRICATION. SHEET WHERE DRAWN o z -cc 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. _ INDICATES HOLDDOWN ANCHOR O 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS, AND ALL OTHER TYPE AND LOCATION a 0 1- ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ _ _ 0 WITH A FINAL REPORT. SECTION LETTER w FOUNDATION/STEM WALL ° _ U 92 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR 3 a) CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL 4% E BUILDING SECTION E SCHEDULE FOR TYPE co GLUE LAMINATED MEMBERS: MP ' 3 o SHEAR PANEL 3 ' o 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE I SHEET WHERE DRAWN 3 I 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. ,, . 3 U2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SEE HOLDDOWN LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SCHEDULE FOR TYPE w I c ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. w °- 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. z 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. z CC U ,I, BREAK INDICATOR V 8.3 i o co w cr) 3 Q E 3 ° o X SHEET NO. a) U W U "Cl) S 1 U a) 0 i rx °- JOB NO. CEN-090 0 alair KEY NOTES 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4" 0 x 4%2" @ 12" O.C. Cif) I ® SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOIST v LLJ l ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 0 ®6 SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL ALL MEMBERS CO S PERMANENTLY EXPOSED TO OPEN AIR N- 7 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O CONDITIONS SHALL BE PRESSURE TREATED LUMBER "„ 2 = I 3 W/8d NAILS @ 2Y2 O.C. EDGES, 12 O.C. FIELD. DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x CO ® „ 12" < MIN & SHALL BE STAGGERED W/8d NAILS @ 6" O.C. EDGES, 12 O.C. FIELD 0 HEADER SHALL EXTEND OVER SHEARWALLS 2 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA CL CL CL 0-. ® co W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD O. SIMPSON HUCQ412 - 25 BALLOON FRAMED WALL. PROVIDE WALL STUDS 72'-0" Z Fi-- ri"---1- 11 ALIGN FLOOR JOIST WITH SHEARWALL @ 12" O.C. u 6" / I / 0 _.., SIMPSON LTT19 W5/8" 0 x 6 LAG SCREWS _ 12 SIMPSON HUC46 (MAX NAILING) 26 PER DETAIL 37/S7.2 20'-0" 16'-0" 16' 0" 20'-0" I- W 11 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 / / / / / Q ILLI 27 SIMPSON AC6 �nn 1„ 4'-71" 4,_71„ „ 61„ 4'-71„ „ 61rr r 1 t..J 14 SIMPSON ECCQ5-6 10'-0" 2-62 2'-10" 2 2 2-10 8'-0" 2 2-10 8'-0" 4_72„ 2'-10" 2'_62" 10'-0" / / / / / / b / / �i / / / / / z z 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 I I D L.) c--.71 „_,A EXTE ND WALL SHT'G G THROUGH PERPENDICULAR 6 WALL PER DETAIL 16/S7.1 40 INFILL WALL AS NEEDED 0 ct ......1 ll- (A1 ;, 7►-. � 4 ; /._ - ( --1 1 \ 1 o © 0 © 0 5 ® 5 it I © it © 22 I I. o I I 17 •• _ • 17 17 -J I ° . l ' I 4 bo 18 ® )12 ®15 121 15 56.0 I18 \ L T ® CO o ® 1 . 16 0 0 T \ \ANCHORSCHEDULE \ \ t,. : :--. __ A L i ' . . ' O O O O 1 1 1 CD SSTB28L O N 1 o O L ' ' 1 1 0 01 O {.: N �, N L) SSTB24 4 I 4 4 .-- ' a S6.0 S6.0 S6.0 3� 1 0 SSWAB HS - 4 ' 6 1 6 6 1 4 ;.., = f ® %4" O SSWAB HS :47:7i4**11.1fICA"..n4 56.0 56.0 56.0 - 56.0 56.0 Q� I 0 7/" 0 THREADED ROD ,. I• 16 I • 16 16 MIS MI d- : Q6 1 0 THREADED ROD r °o 15 1• 15 O7 1Y8"" 0 THREADED ROD •1 4" 4" CONCRETE SLAB, 4" CONCRETE SLAB, 1 4" CONCRETE SLAB, :E::::: ` 4 CONCRETE SLAB, 1„ 1„ DESIGN AND DETAIL 2 4-0 // 4-0 2 DESIGN AND DETAIL / 4-0 y1 -6/ DESIGN AND DETAIL .I/ 4-0 / 2 DESIGN AND DETAIL .. I 6 BY OTHERS TYP BY OTHERS TYP BY OTHERS TYP .... .: :E2-1:::1141;15)1!):::. BY OTHERS TYP � .1 , ° W , -- o © 12 © © 6 �:: 12 3 N o © 56.0 i I 56.0 © 4 FOOTING SCHEDULE D I ��ucTVRA rr rr - ■ I = s i I 1 3-0 x 3-0 x 10 ° I � I I o q rr -1 1 l- 1 F © b 3Cc, PROF4-3 x 4-3 x 12 W/(6)#4 BARS EACH WAY @ BOTTOM \ 3 fcf 2 ►� .0 12 12 `+' I �� \ �� GI Nf£ 0 INSTALL FTG THEN POUR SLAB OVER o o 56.0 I I 56.0 © o 12,320_., � 6'-0"x 3'-0"x 15"W/(3)#4 BARS BOTTOM LONGIT ao ICI O co � I I I I M (2)#4 BARS TOP LONGIT S6.0 . .,r s _ :- 4 2-6x2-6x12 = I17) I _ rIN Is I I ® rIN OREGON Z 17 I -1..? 15 ,g8�© 18 0 x 12 - Ve(Y C SIM �� 171 ti I 3 J. EN'S 8'-0"x 3'-0"x 24"W/(3)#4 BARS BOTTOM LONGIT, 3 I � SIM, r, 1 I Lo SIM 1 6 S6.0 6 6 6 I 56.0 17 I (2)#4 BARS TOP LONGIT 117 EXPIRES,12-31-2011 S6.0 1 S6.0 S6.0 - 1 1 7 5-0x36 x12 L II 1 8 4'-0"x 4'-0"x 15"W/(7)#4 BARS EA WAY @BOTTOM CN 2 QI w CN - "-i� SIM I17] d. < v w o ,r I 1 FTG LENGTH= UNIT WIDTH + 1 -0 EA SIDE (UNO)x I I 3 1 7 I 7 I I 7 I I `�' o 9 WIDTH AS SHOWN x 18 DEEP W/#5 BARS @ 12 O.C. r 56.0 56.0 _ 56.0 56.0 ° r o BOTTOM LONGIT, #4 BARS @ 12" O.C. TOP LONGIT 3 z o rr + „ „ _ I S6.0 _ 10 2-0 x UNIT WIDTH 1 0 EA SIDE (UNO)x 18 DEEP r=IN gilk I SIN 6 1 I I W/(2)#5 BARS TOP LONGIT& BOTTOM LONGIT -°' 14 ' 56.0 "'I 141 rn o 1 ° 0L--1 o 1 O 3 o 4 °' 11 4 11 3'-6"x 3'-6"x 12" Q m 8 = PP. \\k • © I I a7 I. 8 -o ® 3'-0"x 3'-0"x 18" 2 S6.0 \ I :�. 1 g \ 20 o S6.0 9 I - 20 g•C L 1 56.0 i 1 „ „ „ \ ®. 3 - 0 22"h\ \ O O 13 3-6 x 3-6 x 18 - 12:21 . �0 56.0 _ v_ I q _. co 114) 2'-0"x2'-0"x10" 6 e _ :.. 9 3 ,=.0 -. r ( • IN , _ 0 0 o C9 0o CO , c9 20 c rn - o 4 15 © - 4t c o c9 co co °o c° Q o a) 15 8" STEM WALL W/ 15"x 8" FOOTING, UNO _ in c`I 18 in I ©©o 3 © ( I iv o ih o c� iO I 3 1 E - \ I r� > o I rearm 9 18 = � z z - 1 g 8" STEM WALL W/24'x 8" FOOTING, UNO o �N .` C) \ ® - ` _ 3 I 1 o ® \ r_ o = 1 _° i R i N ° N 3 Y 17 g" STEM WALL W/ 12"x 8" FOOTING, UNO >. ■ I 20 ° © ` 1 N r M 9 5 s: �- _ V . ' 3 O 3 2 = 13 25 13 e 13 25 13 I I I U „ 1' 8" FOOTING, N N 57.1 �� ® - ® © * �\ I 8 STEM WALL W/2 x 00 G UNO 0 1 18 � ,. � 19 57.1 „ " " 9 - 20 19 g -\ to E 19 9 6" STEM WALL W/ 12"x 8" FOOTING, UNO 1 56.0 9 19 S6.0 o 9 S6.0 - 'S) 20 10" STEM WALL W/FOOTING PER PLAN S6.0 z U 21 4'-0"x 4'-0"x 18"W/(7)#4 BARS EA WAY @ BOTTOM 9 1'-12" 1. 1,r 'in ca „ 15" 1 r_41,r 9'-3" 82 102 8'-3" 1 r_4„ )0/" 8'-3" 82' 9'-3" 1 x_42 w 22 6'-0"x 4'-0"x 15 W/(5)#5 LONGIT BARS &(7)#5 / G/ // / / / / / / // / / jj 3 3 TRANS BARS @ BOTTOM 8'-81" 5'-6i" 10'-5�" 5'-9�" 10'-2�" 8'-71" z 11'-4" 2 2 2 2 2 2 '- " a i o w / / / / / / / / 11 4 / i I Izi t , 1 r, r, I / 201-0-- / 16'-0" / 16'-0" / 19'-11-1 1 co I 72'-0"/ / ai SHEET NO. U , z UNIT AM UNITS UNITC UNITA w U . -„ LOT 13 LOT 14 LOT 15 LOT 16 S2 I a' A FOUNDATION PLAN S2 SCALE: 1/4" = 1'-0" JOB NO. o CEN-090 Ci) w 0 CD = N--- , Z I ....1 CL Cr_ CL CL 0 (I) 20'-0" 16'-0" 16'-0" 20'-0" Z F— i--- v / / / / 0 3„ .7_q,, 7311 „ 7 ,, 6 „ 71„ 7-4 4 4 7-4 4 3,, I--- LLI '” 3'..3" :1---3-411 / • 6 ,f- 4 4 4 1 71-9-" 1„ 4'-2 1,, 4'-32- 1.. 4'-3 1., 4'-2-2 1,, 7I-9- < 2 , " , 31-4" / 3' 3" ,, 2'-5" I 313" , 2 1I-4" / 0 7 7' / // / 1 / // M ti• Z p 0 u.... - r -, _LI . 1 r - El, - I r Ei, El -, LLJ D co ANCHOR SCHEDULE z i , Dzi i _ i 8 8-1, EP„ __-... 3 -37 '-' 8-1 81. - 1 2) 4 2'-10” 4 ,4 , 2'-10" 4 I 8-4 2'-10" 8-4 4 2'-10" 4 CO SSTB28L -/----/ // -7"—/ /— Z7 //V // // I „. cp SSTB24 I 00 1 CD 1" 0 SSWAB HS , . 1 • CO 34" 0 SSWAB HS - 4. _I - , -1- • 4:, — CO ----C• 410 I 11:, CO CO CD 7/8" 0 THREADED ROD IL 1 II Alli I III i../ . .. ‘,..,:: :,../..;• ., , ;\,...:, p. ' : .77...../////<1 rilia;Mirarjr/MitrarAir ':'1';-'1-: '7. • .''':, , i--'-:-• : . .Z iZi, :, ' -, ,.,. 7o■ . ::.7: CD 1" 0 THREADED ROD J L _l__Z aw- L _J pco CD 40) 4. ,:, 6 I CD 1Y8"" 0 THREADED ROD 40 C) (2)2 x SILL GO 410 0 C.) :F.! P Ri PLATE s. 7- I ' (1) I l4.0 •r...0 ...:::. !.') 77_,, — I „ c7/ (7) • ' :: = g . ri ;-4 ' - 7 ” .1 ,, :,8-2 - ., 4. :f,,:!. ;, ila4. / ., „ ::,:-:::::::::::::::::1::::::.. 1 f'. v 2'-11" 2/11, / 11 21-8- 7- I / ,4 7 / 7-1,, .4. 0 .,,iii,:::::::::"14111"-iii:::::::::::::::::. ., . 0,-,el .::Milapiii:i:i:::i:iillilio -:.. ..:'.: L___ 1-1 [--- . .•":i:::i:ii§=11::Ii.:::.;ir ..., tr) ai CO pt3,. ,- o MI BIF „: cl 0 ctai 171 CO - Q10 I /21-8" `-',1 ., -.71: 21-8" 1.,--4-J, /7 /--/- , .......: .. ..:,. // / :,-.:,ffdp-z ,rstriarmi I .____I -II L_ 1 1 si„ucTuR44 F –I i---- —to Co I _I —1 I :: 3cct PROT El r'ir/ACCPAir- • 1---- —1 . — 0 ir- (2) 2 x SILL 1 • —1 (2) 2 x SILL 5 irareir,"4/A0^14 El „ okOINE„,,, 0 L 1 :r PLATE I PLATE I 1`. ./ 12,320 €:Z • , ,. I I . . 0..,....: .5e (2) 2 x SILL ., „. „.;,.., t„..._ C.,.,--40-040- • - (2) 2 x SILL .1 1 PLATE kp OREGON 4/ NE Nr- <<),, , „...‘ - ••\- ,-, 1 1 . ,,, EXPIRES'12-31-2011 ). ::- L ,, I I ,-- ' ,:., .,.?; .. . TOW I < 0 w c)I co - I. 184.667 c) -g ,.,. :., .„ SSW15x7 TOW \ '.' a Lu d I a z I--J -i.= 184.667 co TEMPLATE 0 o . Ili -0 A 1 LCT5J L1J = W/ANCHOR 1 ' ' SSW15x7 SSW12x7 (2) 2 x SILL = , o 1 a 0 0 o (2) 2 x SILL BOLT PER u_ 4F0 „. \ \ TEMPLATE TEMPLATE - (T) PLATE i 1 1 -qr TOW TOW 1 PLATE SCHEDULE 187.834 187.834 40 T ,, „ TOW TOW TOW .\\\ / 185.667 \ TOW\. w-IF 184.834 184.834 m I \k \ SSW21x7 ' 1\ W/ANCHOR pC EH RO R BW0/LATN pC EH RO R I SCHEDULE SCHEDULE . ::;■, \ \ 4 N:i \ TEMPLATE TOW 4. 184.667 46310__ i i 01 h=4.1 .--C•1 Ti A TOW Ac., W/ANCHOR 185.667 1 4i, €0 (c,' r9 _____I -o 185.667 A i OF \IC . :::::Ialtear Ar-gr. ... .411ff. AdIr N------- -- CO Al • la ' .17AAMWFAtirWirAW'''.,:'. N BOLT PER , 1 .:1-\ :: 411-. ... 2 SCHEDULE ril,r 411■:::-'..--.• - , ,,. ., co "”" 4i) .,„111/4 Er TOW 6,01.4- cp 0 Cip i'f.) 40o im: /Pm = 2 to ■Eirmi 110 la::: . .4- 1 41E0 am; Ill 4 z.i 0 1:9 2 -...qii7 ....--....,..4.1 184.667 7 7\ „(.--? 4 rir WO C3/ Es■ . 0 4i) Zia.= Ilit: a.4 z z 0 -N\ '--'■ r`N. cj`22\ -=, wow , ,.. fogioso —0,13 o -.m 4 41g, 1: • D_ o E 0 i- 1 1 3s- SSW15x7 I 4 , • - ' ..„- ix 0 (2) 2 x SILL . (2)2 x SILL u) TEMPLATE u..1 P_ PLATE 446r1r1.:::.:'.: 1'..\'':-N _____,, i 4 ri :: n I PLATE 0 SSW1 5X7--/ 1 771. SSW15x7 W/ANCHOR 'a7) TEMPLATE I /`' V. . '---17•1 TEMPLATE BOLT PER E E W/ANCHOR W/ANCHOR SCHEDULE (./) w= BOLT PER BOLT PER c) SCHEDULE SCHEDULE - C) (7.) 1 , 1 z 9-1 2 . 9-' > w 2 0 3,, 1,, 1., 1 1„ 1, 1„ 3„ -c) 4'-10- 3I-3 11. 11 6'-7 1'-1-' 3'-3- 4'-10- = 9'-3" 4 2 5'-10" 8'-3" 81-3" 2 2 , 91-3" ,, ca in 1"/ / /V / / /) 7 Q_ , 3,. / 0.. I ' 0 z 7.71. 7" 4 a r: 1 w 0 Ec)) / 20'-0-2 1,, / 16'-0 / 16-0 / 19'-11-2 1 . 1 / co cf) a) E . <1 0, o UNIT AM UNIT B UNIT C UNIT A 1 x I a) I , LOT 13 LOT 14 LOT 15 LOT 16 SHEET NO. (..) TOW 1 85.49 TOW 184.49 TOW 183.49 TOW 182.49 z Lu 0 -,-,, S2 -5 A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY) 0 1 o_ cC S2.1 SCALE: 1/4" = 1-0" 0_ = JOB NO. = 0 CEN-090 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE 1 SIMPSON M T 2 x AS SHOWN PER DETAIL 10/S7.0 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 q 4 x 4 CO O S SO C S 1 S S O 17 C ( ) 1 (2}2 x 8 15 5/2 x 14 PSL(FLUSH BM) O (2) 2 x 6 TRIMMER (2) 2 x 6 TRIMMER M S HEAR WALL S CHEDULE O � H z N D SCREWSI " 0x41 " 12" O.C. B 4x6 O (1)2x6 KING O 6x6 KING SIMPSON CC 66 2 SIMPSO S S / / W O2 Q 18 ( ) 4 2@ O < 2 2x 10 1 2 16 5 x 10 GL DROP BM ( ) O Ys /2 ( ) 6 x 6 O C J SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O3 SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST I N O (2) 2 x 4 TRIMMER (2) 2 x 4 TRIMMER 6x6DF#1 O 1 2x4 KING O (3) 2x4KING 0- @ JOIST OR BLK'G CONDITION ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 ® 4 x 8 17 4 x 6 ® O Y"APA RATED SHT'G ONE 2"x 10" AB's ® SIMPSON HUC48 a CO (2) 2 x 4 J (3) 2 x 4 (1) 2 x 6 TRIMMER V Co A @ 11 SIMPSON LTP4 @ O 21 SIMPSON ABA46 VW WEDGE-ALL 1/4 x 14 TS/LSL (FLUSH ® 3Y8x9GL 18 BM O 3 2x6KING Z r 39 OC (EMBED 7 BM) K 2 2 x 6 ( ) ( ) 1 2 x 6 TRIMMER ( ) lir SIDE W/8d NAILS @ 6" OC . 24" OC RIM JOIST SEE NOTE 1, 2 ® SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL F ( ) It O 1 16d 6" OC TO PLATE BELOW O 2 2x 6 KING EDGES& 12 OC FIELD @ 0 1 1 ( ) 6 x 6 DF#1 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 5 3/$x 10/2 GL 19 5Y x 16Y2 GL (FLUSH BM) 1 2 x 6 TRIMMER P 1 1 „ DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O � ( ) L O O _ � M /°APA RATED SHTG ONE /2 x 10 ABs @ SIMPSON LTP4 O CONDITIONS SHALL BE PRESSURE TREATED LUMBER I 11 O 6 x 6 KING @ 3 2x6 r B 11 12" OC (EMBED 7") �� SEE NOTE 1, 2, 3 23 WJ 8d NAILS @ 2Y2 O.C. EDGES, 12" O.C. FIELD. 1 ® ( ) lir SIDE W/8d NAILS @ 4 OC '� 16 OC RIM JOIST O O6 5/$x 12 GL(DROP BM) 20 52 x 15 GL (24-V8) DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x EDGES& 12 OC FIELD 16d @ 4 OC TO PLATE BELOW 1R, „ D MIN & NAILS SHALL BE STAGGERED W/8d NAILS 6" O.C. EDGES, 12 O.C. FIELD � 11 11 , @ 3Y x 14 TS/LSL FLUSH GIRDER TRUSSES 1 0 W 1 2 �"APA RATED SHT GONE /2 x 12 ABs @ SIMPSON LTP4 @ HEADER SHALL EXTEND OVER SHEARWALLS GM SHALL BE BLOCKED AT HATCHED AREA „ 11 S O BM) 21 BY OTHERS lime- SIDE W/8d NAILS @ 2" OC 12 OC (EMBED 7 ) _9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 24 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 10 SIMPSON HUCQ412 g (2) 2 x 4 22 2 x 8 LEDGER BALLOON FRAMED WALL. PROVIDE WALL STUDS O O 1 it 12" 1 rj 2 12"/ x12 AB's O �� 2 ALIGN FLOOR JOIST WITH SHEARWALL 12 O.C. .. Y APA RATED SHT'G BOTH @ SIMPSON LTP4 11 WALL IDENTIFICATION E N T I F I('AT I O N D S 4" " 8" @ O @ 2 2 x 12 FLOOR TRUSS BY W v EACH UNIT HAS BEEN ENGINEERED 0 � �" 12 OC (EMBED 7 11 11 Cs( ) SEE NOTE 1 2 3 4 5 ( ) lir SIDES W/8d NAILS 4 OC 8 OC RIM JOIST SIMPSON LTT19 VV/ 0 x 6 LAG SCREWS OTHERS GOOD @ 1 HERS G00 FOR 10 SIMPSON HUC46 (MAX NAILING) 26 W%" 23 TO BE STRUCTURALLY INDEPENDENT �n EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW O PER DETAIL 37/S7.2 1 1 380 PLF WIND OF ADJACENT UNITS �i- V 1 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5/8 x 22/2 GL 24-V8 /2 x 12"ABs 13 O ( ) Y2"APA RATED SHT G BOTH @ SIMPSON LTP4 (DRAG LOAD) AI. HOEDOWN LOCATION ,1 „ @ 27 SIMPSON AC6 © lir- SIDES W/8d NAILS 2" OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 14 SIMPSON ECCQ5-6 O @ O 2 x 8 16" O.C. 24 4 x 10 .•.•..••... �_ _ •.•... 06 c) ___ 11 11 @ ::;;.;:.:;,.:>:,,::f,:��':::�:>`:::'`:•� SHEAR WALL EDGES& 12" OC FIELD TO PLATE BELOW O O "`""f:.;:,...:.. .<....?<:: 16d @2 OC 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 f........,... J Ak %4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE LL. 12" EXTEND WALL SHT'G THROUGH PERPENDICULAR 12 2 x 6 @ 16" O.C. 25 6 x 12 1�� END (EMBED 12 INTO FTG) OR HEADER W/(4) SDS < ( ) O BEARING WALL 1r SSW12x7 _N/A 16 O WALL AS NEEDED 1 11 1 WALL PER DETAIL 16/S7.1 29 INFILL + in D N/A /4 x 3/2 SCREWS. SEE O 14 FLOOR TRUSSES NOTE 5 13 BY OTHERS 26 3 Yg x 12 GL (DROP BM) 1 0 SIMPSON SSWAB HS @ EA ROOF TRUSSES Af& NON-BEARING WALL ATTACH TO TOP PLATE 14 Q SSWI5 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(6) SDS BY OTHERS • 1 lir N/A Y4"x 31/2 SCREWS. SEE = D NOTE 5. © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Ci) U3 lir• SSW21 x 7 END (EMBED 14" INTO FTG) _N/A OR HEADER W/(12) SDS N/A Y4"X 32 SCREWS. SEE 33 33 NOTE 5 33 1" 0 SIMPSON SSWAB HS EA ATTACH TOP PLATE o�o S7.2 S7.2 000 S7.2 000 .0,,o,,,,4/1.. @ AT ACH TO 0 lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS N/A "x 3 SCREWS. SEE a PI ►I „►i ® ►� �� ►z• ►i NOTE 5. © O O t�1 0 O NOTES. 0 7 © �1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 33 V :. N 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. 33 1 S7.2 j„ -:: a o S7.2 O �11 ® ® o�3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6 O.C.AND NAILING OF �oo c) b .. ADJOINING WALL SHT'G ARE TO BE STAGGERED. 1 ® S' ® G r. +'4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. SIM 6. 1 SIM ®�� 6 . ®�� 4 S r"'� o VERIFY SPACING OF ANCHOR BOLTS. 4 fb 5. PROVIDE 2 #4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT. €® S7.0 S7.0 S7.0 S7.0 ®�� °o O @ 2 m D D m m m m m ..3 o B ............... •�: .::.. . :......:........ .................... ....... :... :....... ..:....:..... . CCU:....:.... .... .. ........:.........................................................., <......................:.:n. 9��RGY�.. ......... .... .... .a�.�fe. 6.&k.. •�. .at a9w .PA.f�' /4. 1�. _ /o. .�c ... Atl A4.. S.hw �..............t.i�'.._. /..f.... .... ....... �{.T'/.•::•i:•i+ .. ... .:..,�y,. .. l p e o e a L © •G•O t �C)Ad8 L s o o O L C© v O © o v � e < © t� : © o O O O M 84.H OEDOWN SCHEDULE ,..) ,_ o © o O ?: N7r HOLDOWN ATTACHMENT COMMENTS 6 vC M W o li Q Q TYP,UNO O 1 �, S7.0 :: v . � 11 v v • ° 0 G ® - Q., .. ,YP • TYPUNO 0 NOT REQUIRED NA NA TYPUNO ® 11116.. = _ SZRUCPROp10 TURA� SIMPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS '` eTYP, UNO Ath' (‘Cc, W/STANDARD HOOK W/ S STRAP TO DOUBLE STUDS W SIMPSON HTT5 FOUNDATION. NAIL S 0 0 G ,.: MY ;1 IN 4'•••,i,*' � F v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT e 1:::„., _.=. _ ... .. „. , e ,.. ., 12,320 --1..,- v 7 11 i:i r THREADED ROD W/ OPTIONAL SIM SIM OPTIONAL SIMPSON SSTBL28 ANCHOR 0 S / 1 '''‘ : ,,,. d STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS 10 ® - l 10 :.v.t. _ : .. _2. AL EMBED 24/$ INTO FOUNDATION/8 AT INTERIOR S7.0 57.1 S7.0 7 11 W/STANDARD HOOK O °: tn�, OREGON „� _ SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ EA HOLDDOWN BOLT >- fli ��. © (20) SDS Y4 x3 SCREWS. EDGE NAIL WALL SHT'G TO 8 1 ° 8 <1.) :-.4 C ,�` EACH 2x PER DETAIL 5/S6.0&SHEARWALL S7.o ,:. . ::::'::::::r:::.::::..... GO S7.0 J. EN ..::............ SCHEDULE. (3) 2x SHALL BE FULL HEIGHT& SECURED {<<, r •- 11 -. .. EXPIRES 12-31-2011 I •� TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. �- :<: 1 11 1 11 .o 0 1 11 1 11 FS: .:Al O 3-6 4-0 4-0 3-6 O -"' :Y;:; - f :; :tifi SIMPSON SSTBL28 ANCHOR EMBED 24/8" INTO PROVIDE (2)#4 DOWELS 0 .......:. .:.....::..:... '', < o o 0 3 3 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK AL ,:::.: SIMPSON HDQ8 o g © o : p _ Q (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT ►��- ;<, " """" N S7.0 9 U cn Et it f;. -.._ � a � _ ': .'./ .`'•:.:::! -J �� O 7 1 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS 0 D ©/ © ' 7._ '©;' © 0 o 3 0::.: , 2 S7 0 EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK WASHER&MASH THREADS ABOVE& BELOW NUTS. EA HOLDDOWN BOLT " �" w in ;r 21 Z z 4 AL SIMPSON HDU14 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. k• I e * : ,. 0 U w : : v� w SECURE HOLDDOWN TO 6x6, DF LPOST W/ ;:: �� I=. - � w _ , o 0 0 U (36) SDS Y4 x 2Y SCREWS. . :.> O N- .. .:: 1 oi 1Ys" DIA THREADED ROD W/STD WASHER PROVIDE (2)#4 DOWELS ::: qi .. Q__ o . .,„ � 'M„M if I.:I .--,„AO ig trio .,. ,.. W/STANDARD HOOK �':... A0.-; ". _ °- C 3 CD EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF <.>• EA HOLDDOWN BOLT OP -N 24 1 1 WASHER&MASH THREADS ABOVE& BELOW NUTS. @ /\:. SIMPSON HD19 -. --T- Ak �•-. I ® © 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ,,,, 01=:�N 0 0 :PEN m SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA ' �' 07 BOLTS. A3 Ff• VJ : 1 T DBL. T D & v J T PIN S U S 17 16d NAIL 0 0 1.A.*' ' / '. ! ! ilk li S TRAP T 6 _ - �, ( ) @ WRAP AND NAfL S 0 WI _: _ � °) SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 111S7.0 S7.0 ._. . ' al \11••••!4 gs i.i : , . . y Z o v ez_z FLOOR CAVITY)BELOW. (CENTER STRAP ON 00 C APPLICABLE 0 C & 2/ 7.0 IF APPL C 1 S ID - ,, ; ,. i ... ,, ... ' . , i . . .,. .....-(24)- 16d NAILS @TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO € , , - I, o A .. _ S7.1 E 0 II 1- SIMPSON MST60 (24 - 16d NAILS BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 SIM i Y ::: 38e e 26 a v BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE ><; o o - 0 WI ® 26 v.:.. v U (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO(2) SIMPSON o z a� 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BMIHDR BELOW PER 11/S7.0 > _ ®p ..� o F.8 MST48 EA END POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE ..- . .....:: ,. 29 Q ® :_'� f ' v�cry 24 - 16d NAILS TOP AND BOTTOM FOR EA STRAP AP AND NAIL TRAP TO 7 ... ` °° 'r 0� '' ' : - - 2 SIMPSON WR S - Q - _ .� .f f. © f o =° ( } INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES :,; o :.;.ff::'::'.ff ,:'.::: : f I 1 1 BM/HDR BELOW PER 11/S7.0 .. ..,,.:.,:.!: :!.,.:,<:.. :, t O7 ::ter :f//.!.:.{r... r4 " , , `•.i;,,+,�y`,�.� ;> _. r o- .. ..•... .. :. :•: .. •f•:r:••:':: '¢ 28 Q • I1�►� /i�ita.9" .. ''¢•. b,,:fi 3 ° 9 MST60 EA END .. .... ....... ...:►� :-ffa...::::.�.:::..'t:....if f:n:.:../.:....�. - `f:'.:':.'if" .dx::::::.::.:::::::::::::::::::::::::.:::f. .9A., �.,:::' :: ,. ::: :�.i/ :.:':.J� ,.: :.:, :: 1 f;:; ! '..: OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE � . ::;':;'.,...:.... �::.:: :�: ......;_, '..;..: :: . :: ;. ,:,:; ::, !. ,f .: .f, :. : ,;� z O © S7.1 - ©Q ri� roe f. ;,:. ,;r, ;{' ;-' >:mom_- _ :_ A ::',': _ f �.. _.�� L1J 42)- 16d NAILS TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO D ;, O O 0 ;...; :f. !!;,,. ,, ;:; ".'. a \ ::�5.�::f! .;f ;.!::,: :: ::f ::: : !:;f,: ;:,f (2) SIMPSON INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BMIHDR BELOW PER 11/S7.0 k',41,2--::::::::-.-::::::::::::•,•:::::::::::"-::::'"\: ØI°°„ �+ ® ." 19 ► �- 4 s 10 CMST12 x 96" EA END , or- -� 3 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 3 © © o ' NOTES: 0 ark i� GNI?, :%v �o o ® O Q w 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6 FULL HEIGHT(TYPICAL). GI .� ` 0 0 GI II 3 • •U HEAR WALL SHOWN ON PLANS. 31 ® - - o ® 31 2. PROVIDE HOEDOWN NOTED WITHIN 6 OF EACH END OF EACH S O //it . ► .�rl • - °' HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y" MIN. • S7.2 ` S7.2 3 3. ALL 16d NAILS SPECIFIED IN 0 4 ,M TYP TYP 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 1 © V \7 1 w a BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. - o® Q o 0 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. = HOLDOWN INSTALLATION. © 0 0 1 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOW S o © o o ' x o ' 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. SHEET NO. U UNITAM UNITB UNITC UNITA , z W LOT 13 LOT 14 LOT 15 LOT 16 U U A MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN 53 ._ S3 : 14 = 1 -0 a. JOB NO. -090 KEY NOTES BEAM SCHEDULE POST SCHEDULE SHEAR WALL SCHEDULE O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2) 2 x 8 15 51/2 x 14 PSL (FLUSH BM) oA 4 x 4 2 2 x 6 TRIMMER 2 2 x 6 TRIMMER cn 02 SIMPSON CCQ66 1 g (2) SIMPSON SDS SCREWS/a 0 x 4/2 @ 12 O.C. ® 4 x 6 O (1) 2 x 6 KING 6 x 6 KING Z 2 22x10 16 51 x101 GL(DROP ® o O o /s /2 G ( OP BM) Q SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS ® SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST C 6 x 6 o I (2) 2 x 4 TRIMMER N (2) 2 x 4 TRIMMER J JOIST OR BLK' CONDITION ® SIMPSON ACE4 p 6 x 6 DF#1 0 1 2 x 4 KING o (3) 2 x 4 KING CL @ G 0 O. POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 03 4 x 8 17 4 x 6 0 (1) I Y°APA RATED SHT'G ONE Y2"x 10" AB's @ SIMPSON LTP4 ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL a CO (2) 2 x 4 J (3) 2 x 4 (1) 2 x 1/a x 14 TS/ESL(FLUSH 0 A SIDE W/8d NAILS 6" OC 39" OC (EMBED 7") @ SEE NOTE 0 04 3Ys x 9 GL 18 ( } 6 TRIMMER .,(.0_ lir @ 24" OC RIM JOIST S OTE 1, 2 6 SIMPSON LGT3 O BM) (1) 2 x 6 TRIMMER K (2) 2 x 6 (3)2 x 6 KING r- EDGES & 12" OC FIELD 16d @ 6" OC TO PLATE BELOW � 20 SIMPSON ABA66 W/WEDGE ALL F O Z O I (2)2x 6 KING 1 t } ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR ® 3Ys x 10Y2 GL 1 5/8 x 16%2 GL (FLUSH BM) _ L (1) 2 x 6 TRIMMER O 6 x 6 DF#1 X"APA RATED SHT'G ONE Y2"X 10"AB's @ ./ \7 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA _ CC B SIMPSON LTP4 @ CONDITIONS SHALL BE PRESSURE TREATED LUMBER 1 „ „ O 6 x 6 KING M SIDE W/8d NAILS @ 4" OC 12" OC ('EMBED 7") 16" OC RIM JOIST SEE NOTE 1, 2, 3 23 W/8d NAILS @ 2/2 O,C, EDGES, 12" O.C. FIELD. 1 O (3) 2 x 6 lir DIAPHRAGM SHALL BE BLOCKED HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x 6 5/ x 12 GL(DROP BM) 20 51/2 x 15 GL 24-V8 EDGES & 12 OC FIELD 16d 4 OC TO PLATE BELOW 8 @ ( ) O o ( ) @ 0 O W/8d NAILS MIN & NAILS SHALL BE STAGGERED 1 „ ILS @ 6 O.C. EDGES, 12" O.C. FIELD S S S GG ED 1 %"APA RATED SHT'G ONE Y2 x 12 AB's @ SIMPSON LTP4 3/2 x 14 TS/ESL ( FLUSH GIRDER TRUSSES Al 12" OC (EMBED 7" ,• @ ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O7 BM) 21 BY OTHERS 1- SIDE W/8d NAILS 2" ( ) ) OC SEE NOTE @ 9 OC S 0 E1, 2, 3, 4 24 W/8d NAILS 6" ). . EDGES, 12" NA S C C G S, 12" O.C. FIELD EDGES & 12 OC FIELD 16d @ 3" OC TO PLATE BELOW 10 SIMPSON HUCQ412 8 (2) 2 x 4 1 „ BALLOON FRAMED WALL. PROVIDE WALL STUDS o 22 2 x 8 LEDGER WALL IDENTIFICATION J D Y"APA RATED SHT'G BOTH /2 x 12"AB's @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 12" O.C. EACH UNIT HAS BEEN ENGINEERED 0 lir 12 OC (EMBED 7 „ „ (2) 2 x 12 FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT SIDES W/8d NAILS 4" OC ( ) 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 -" g LLI @ ( ) EDGES 16d 3" OC O. SIMPSON HUC46(MAX NAILING) 26 SIMPSON LTT19 W/s 0 x 6" LAG SCREWS O OTHERS GOOD FOR OF ADJACENT UNITS O GES& 12" OC FIELD @ 12" TO PLATE BELOW 0 PER DETAIL 37/S7.,? 23 380 PLF WIND � ys Y x 12 AB's O. STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5Ys x 22%2 GL (24-V8) HOLDOWN LOCATION I © APA RATED SHT'G BOTH 2, @ „ SIMPSON LTP4 @ (DRAG LOAD) v , O SIMPSON AC6 ( } 2 lir SIDES W/8d NAILS @ 2 OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 SIMPSON - <E>/>E`<f'`>rr>>rf '>E'E<E=" SHEAR WALL 06 Z EDGES & 12" 16d 2" OC 14 SO ECCQ5 6 11 2 x 8 16" O.C. 24 4 x 10 G S OC FIELD TO PLATE BELOW @ ::::::.:.::.,::r:..:::::.::::::.:::::.::.;:::.;:.;;:<::.. SIMPSON HUC414 28 SIMPSON LBV1.81/'14 O o 3/4" 15 0 n Ai& 0 SIMPSON SSWAB HS EA S ATTACH TO TOP PLATE @ 16" lir SSW12 x 7 END (EMBED 12" INTO FTG) NJq OR HEADER W/(4) SDS EXTEND WALL SHT'G THROUGH PERPENDICULAR 12 2 x 6 @ 16 O.C. 25 6 x 12 + BEARING WALL J N/A "x 3 SCREWS. SEE 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" Q C SSE Ya Y2 0 14 FLOOR TRUSSES W NOTE 5 13 BY OTHERS 26 31/2 x 12 GL (DROP BM) NON-BEARING WALL 1" O SIMPSON SSWAB H SS S @ EA ATTACH TO TOP PLATE ROOF TRUSSES 1r SSW15 x 7 END (EMBED 14 INTO FTG) NJq 14 BY OTHERS N/A OR HEADER W/(6) SDS < /a x 31/2 SCREWS. SEE w NOTE 5. © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE (f) CO lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS N/A Ya"x 3Y SCREWS. SEE NOTE 5 Alk 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 Ya"x 3Y2 SCREWS. SEE - \ N N __ \ 1 NOTE 5. NOTES: R ® o ,: o ,� 1.Ya"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. •f�.: � N 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. : N 42 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF 25 25 M� o ADJOINING WALL SHT'G ARE TO BE STAGGERED. 25 25 O N 0 O 4, PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 4 4 == , VERIFY SPACING OF ANCHOR BOLTS. r---1 ,,. 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. S7.0 6 S7.0 S7.0 �"� �'-� �• o •• O U I 0 0 D D .t. ,2 A mom::::::.:FIE:., ,��y . :r:...::.:.r:::r:f.:r.:..:: . .r: . .....::. � ... ....:.......::. ......: . . � - .:.::::. .. . .. D D ... � ...F.. ...r....r..: .r.. ...r............:..... • ..:J..:.fi f.�.-r. .:...::...r .... ..:.fi.:..........n. ..r..... _\ `� .6ffa .. 11Y�r.•f.r.rr. .r.........rfr:... ..., 5�..n........r.......r. ..... .., ... �.. .r.�... ../... ffr..r.......: ::::::::U:':. rrF:Kil .J� /G::.: .aih- -::::. /:..r./-::v: :•::rv$/.:rfF Q•F.ii:}i};•. 'j�, .. -.�. b"a -+..,,Y-,pfc:B�•'fr• :.(/�:::•:•.::.:. :��: 19'��::i F �r�4: E024,,..,:-,p4;::::61 = g ''' ;:.I a) © © - 0 O C 0 o ,,,.., ::;:. 1.) _ © � O 9 E::: ... v, , s ::„..,, . _ 1 HOLDOWN SCHEDULE 2 +J_ ° N mos• o - . 1111 AO&.v J ,..1,,:n O 1 HOLDOWN ATTACHMENT COMMENTS TYP UNO t.- AI •rYP UNO All. `;' Mr NOT REQUIRED NA NA 0 ® ® `1 20 „ sigucTURAL _ PROf0 S7.1 SIM �� (' 23 9 SIMPSON SSTB24 ANCHOR EMBED 2t/s INTO PROVIDE#4 DOWELS 0 ;< S7 1 �,N Fi, 0 1 Al■ 0 FOUNDATION. OPTIONAL S7.0 12,320 9 HTT OU ATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK SIMPSON 5 �> a. PT � P .. OPTIONAL N v (26) 10d COMMON NAILS. EA HOLDDOWN BOLT 1 CC fr---"' UNO @ ,::, :: GO a„.:, t- 0 ANAL - SIMPSON SSTBL28 ANCHOR (/$ 0 THREADED ROD W/ ' `' :<; ::::.:::.::::::::::::::::::::•:::::::.:::::::::::::.:r OREGON STD NUT AT EMBEDDED END, AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS `� �� EMBED 24� „ INTO FOUNDATION)8"AT INTERIOR O ,: � : :: F f Y 15,A9 �` 1 Alk. /s W/STANDARD HOOK r ::,© SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ :.::. : :. 21 E° �---• :...:: : ::.:.:.::. :,. �V '�e 1 0 @ EA HOLDDOWN BOLT :.;:: O J J. EN (20) SDS Ya x 3 SCREWS. EDGE NAIL WALL SHT'G TO "' o, EACH 2x PER DETAIL 5/S6.0&SHEARWALL -" 21 ;' EXPIRES'12-31-2011 ni SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED 0 16 B) © Q ` 0 0 0 I. 1 z.,--; TOGETHER W/ 16d NAILS 6" O.C., EA SIDE. >%'' \ 0 _ © 0 16 SIMPSON SSTBL28 ANCHOR EMBED 24%s" INTO PROVIDE (2)#4 DOWELS e 0 ... .: ,, ... = E w N O 18 ® (i) .. 0 I I co FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK 1::.: 3 ::..;..,:-.E:::::: Q U U) O AIL SIMPSON HDQ8 <:.: 1 Q (20) SDS/a X 3 SCREWS. @ EA HOLDDOWN BOLT `'`' ' w ' ' o o 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS �, ® © Q © �' ° ,� w s L.L. ffE Z Z ,EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ;;.:; -: AIL . Li, WASHER&MASH THREADS ABOVE& BELOW NUTS, © EA HOLDDOWN BOLT Z z w w d� _ .., SIMPSON HDU14 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. {` 4 :<:: O O ° d ° U 1 ° Q. W< --� Q g 'OPEN{ E �• O OP N w PE w SECURE HOLDDOWN T 6x DF f�EN w \O PEN- , TO 6 DF-LPOST W/ � OS • ,-,1 TYP, UNO < \ u_ ..:. °CD 3.36 SDS x SCREWS. -F: ff: O $ J co W r r,,,., ...,....., : % „_,.,- ' ..,..,...... ,:.,. co d' 1 " DIA THREADED ROD W/STD WASHER PROVIDE (2)#4 DOWELS J C> - " ~ _ „, :::,� `' ~ O E 1 :•} :,.,,.. r ..................... ~"•-.,tom _1 l%: •$i: i i WJ STANDARD HOOK ' -o EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF m -� ~~ Q• °° AL WASHER& MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT 0 '.r € , °° 3 a, SIMPSON HD19 `'I 1 9 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. •f l• _ D WJ 4 16• � -- o SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1 DIA TOE NAILS 21 �, 0 TOE NAILS "' E A307 BOLTS. ;; S7.0 EA END 21 ,. f'''' EA E N D r> a� ° (17)- 16d NAILS ©TOP INTO DBL. STUDS & WRAP AND NAIL STRAP TO \ ' lo SIMPSON MST48 (17)- 16d NAILS © BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 O �-_ �- 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE -.-. 20 Primp' ::S:i] n C :r: IJ_ O i s + � t:: IQ I I co (24)- 16d NAILS @TOP INTO DBE. STUDS & WRAP AND NAIL STRAP TO ® w- 0 ii U SIMPSON MST60 (24)- 16d NAILS @BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 © O © _ " 6 ® ° - >s» c 0 41V 0 0 a. © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7,0 IF APPLICABLE .E.. r: ::' >• `m::::i:::::::/..,:.-.-':::-:fr.4 0 S7 0 .;r: ,der-"�.::...::::....:::::::.Y'F -,Y,dy•::f•::•:::f:••:.: > > ' »:<::,.;;rr f.'4�";. '�'. g Ak (17)- 16d NAILS @TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO S7.0 - ® 18 (2) SIMPSON 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF Q Q C © --e - © © o o O O O S7.0 MST48 EA END BM/HDR BELOW PER 11/S7.0 ' O ° 0 E 9 ® 49 o 0 I O NY v , 6, POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE ■� - � �,.t � • O �� ::, f O .9w .. ..�i / :. ....... ...:. f m 1 I i''_�ii, .. ..r:... _..�. f{F{f ff r.: r i 1 _ v z (24) 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO © O Q I; , ,E. w (2) SIMPSON INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 D 1 D ' .. `;r,,,,.,1� © 3 > U 9 MST60 EA END o © O Q OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE m D DI k _ _ _ , I co 3 `� (42)- 16d NAILS ©TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 0 I ; 3 ! . w °- (2) SIMPSON ';. z. r. ■ 0 ( } INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 E 30 30 Lz 10 CMST12 x 96" EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY 1 .- 1_7 lipj NI" S7.2 & 12/ 7.0 IF I S APPLICABLE C E z CC v NOTES: : ;: • ,. • OPP C) 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS ©6" FULL HEIGHT(TYPICAL). N 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. 0 0 w E 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3%4") MIN. 0 0 �3 o 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP © EACH END OF 6 ° x BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. S7.0 5. HOLDOWN VALUES ARE BASED UNIT AM UNIT B U NIT C U NIT A . HO DOWN ANCHOR ALUES A SED ON MONO POUR FOUNDATIONS ONLY. �j 6. REFER TO DETAILS 13/S7.0& 14/57.0 FOR HOLDOWN INSTALLATION. LOT 13 LOT 14 LOT 15 SHEET NO. Z 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. LOT 16 w 0 o -o A SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN 54 2 a_ S4 SCALE: 1/4" = 1'-0" w JOB NO. o CEN-090 , KEY NOTES BEAM SCHEDULE POST SCHEDULE 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 5/2 x 14 PSL (FLUSH BM) OA 4 x 4 (2) 2 x 6 TRIMMER M (2) 2 x 6 TRIMMER CO O O H SHEAR WALL SCHEDULE c , „ , „ „ O � 6 20 SIMPSON CCQ66 18 (2) SIMPSON SDS CREWS/4 0 x 4/2 @ 12 O.C. ® 4 x 6 (1)2 x 6 KING Z 1 i 1 O (2) 2 x 10 16 5%$x 10%2 GL (DROP BM) 6 x 6 LL.J SIMPSON ACE6 C S C (2) 2 x 4 TRIMMER SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS ® O. SIMPSON LUS26 @ EA JOIST O I (2) 2 x 4 TRIMMER N ( ) p 6x6DF#1 O (1) 2x4 KING O (3) 2x4 KING J @ JOIST OR BLK'G CONDITION ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 03 4 x 8 17 4 x 6 O „ Ci- 0 a ® {2) 2x4 J (3)2x4 "Y2 APA RATED SHT'G ONE Y2 x 10" AB's @ SIMPSON LTP4 @ ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 4 3/ x 9 GL 18 134 x 14 TS/LSL(FLUSH O O 0 (1) 2 x 6 TRIMMER (n CD O $ O BM) K (2) 2 x 6 O (3) 2 x 6 KING v DE N-- , Iv A SIDE W/8d NAILS 6" OC 39" OC (EMBED 7") 24" OC RIM JOIST SEE NOTE 1 2 1) 2 x 6 TRIMMER @ � © SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL O (1) Z EDGES & 12" OC FIELD 16d @ 6" OC TO PLATE BELOW (2) 2x 6 KING P 6 x 6 DF#1 5 3y x 10/2 GL 19 5Y$x 16Y2 GL(FLUSH BM) (1)2 x 6 TRIMMER O ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR ( ) BLOCKED AT HATCHED AREA O _ = I „ � „ 7 DIAPHRAGM SHALL. BE OC O - L Cr) APA RATED SHT G ONE /2 x 10 AB's @ SIMPSON LTP4 O CONDITIONS SHALL BE PRESSURE TREATED LUMBER O 6 x 6 KING B 12" OC (EMBED 7") @ 23 W/8d NAILS @ 2/2 O.C. EDGES, 12 O.C. FIELD. O (3) 2 x 6 lirSIDE W/8d NAILS @ 4" OC 16" OC RIM JOIST SEE NOTE 1, 2, 3 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O 5Y$x 12 GL (DROP BM) 20 5Y$x 15 GL (24-V8) EDGES& 12 OC FIELD 16d @ 4 OC TO PLATE BELOW (-pt- 12"WI 8d NAILS @ 6" O.C. EDGES, 12 O.C. FIELD MIN & NAILS SHALL BE STAGGERED � FLUSH GIRDER TRUSSES „ 3 x 14 TS/LSL USH /2 x 12 AB's @ SIMPSON LTP4 7 21 I- 2 APA RATED SHT G ONE S 0 @ HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL.BE BLOCKED AT HATCHED AREA O O OTHERS � „ „ HEA SHA L EXTE 0 BM) BY S V SIDE W/8d NAILS 2" OC 12 OC (EMBED 7 ) 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 ® 24 ) @ ,� O W/8d NAILS @ 6" G.C. EDGES, 12" O.C. FIELD 0 SIMPSON HUC 412 2 2 x 4 2 x 8 LEDGER EDGES& 12 OC FIELD 16d @ 3 OC TO PLATE BELOW 10 Q O ( ) 22 BALLOON FRAMED WALL. PROVIDE WALL STUDS -J "APA RATED SHT'G BOTH Y2"x 12"AB's @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL •5 @ 12" O.C. WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED 0 -' D SIDES W/8d NAILS 4" OC 12" OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 5 „ Og (2) 2 x 12 FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT 0 @ 12 SIMPSON HUC46 (MAX NAILING) 26 SIMPSON LTT19 W/s 0 x 6 LAG SCREWS 23 OTHERS GOOD FOR EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW PER DETAIL 37/S7.2 380 PLF WIND OF ADJACENT UNITS 0 10 - AIL 5 GL 24 V8 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 O /8 x 22Y2 G ( ) HOLDOWN LOCATION /z APA RATED SHT GBOTH /2 x 12"AB's© SIMPSON LTP4 @ O 27 SIMPSON AC6 (DRAG LOAD) z 1r© SIDES W/8d NAILS 2" OC 7" OC (EMBED 7") 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 14 SIMPSON ECCQ5-6 O @ ::..:.::::::::.::... ... ,:;.:. SHEAR WALL 16d 2" OC O 2 x 8 @ 16 0.C. 24 :.:,;.;:<.::.:,.�<.::::::•:.......... ::.;.r. EDGES & 12" OC FIELD @ TO PLATE BELOW 11 <:<:'�::':f,.f,',,:':-•»::.»>:�<:<:':<<'><.,:.<:: � (....) (2) 15 SIMPSON HUC414 O. SIMPSON LBV1.81/1'4 „ O O � © /4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 12 2 x 6 @ 16" O.C. 25 6 x 12 J SSW12 x 7 END (EMBED 12" INTO FTG) N/A OR HEADER W/(4) SDS 16 EXTEND WALL SHT'G THROUGH PERPENDICULAR BEARING WALL Q O WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" FLOOR TRUSSES W � N/A /4"x 3/2 SCREWS. SEE O 26 x1 GL (DROP 13 3/$ 12 G ( 0 BM) -j Atil■ NOTE 5 O BY OTHERS O 1" ROOF TRUSSES + + NON-BEARING WALL 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 14 Q O lir- SSW15 x 7 END (EMBED 14 INTO FTG) N/A OR HEADER W/ 6 SDS BY OTHERS N/A ( ) w Y4"x 3/2 SCREWS. SEE NOTE 5. = D 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 03 © END (EMBED 14" INTO FTG lippr SSW21 x 7 ( FTG) N/A OR HEADER W/(12) SDS N/A %4"x 3/2 SCREWS. SEE NOTE 5 .41k 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 3/2 SCREWS. SEE NOTE 5. NOTES: 1.'"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 0 v N 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. C - M 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE(2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C. AND NAILING OF + .• O o ADJOINING WALL SHT'G ARE TO BE STAGGERED. - - -�-.e CA , 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 18 18 18 18 4.) •�+ -- .1-; VERIFY SPACING OF ANCHOR BOLTS. S7.1 VW TN Mr ;--4 ,. a., E 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. i •••• ; o Q.AL .�►►0 0 0 0 .y ... .... .. ....:::::. .. . .nn. ..: r:...r....:.....:.... 7r.r .r.. ....x:'Fi::..:}::•::rr...... : : ....:......... .. .. r...........:..::...r.rrr....... . ........,,. ....................:�:.:.r:rr...:.... ....r..fffr+...............r. ......:...............,:•:•. .r.r...... :. .....::::::. .. . ...r.r..r.r. .r/.::...... ... .....:.:.. .. .. ........ .r....../.r:/... r. ..r.............:.....r..:....r...:/..... u . ... +, .. .... ........:f. r : r� .. .......r.r......ff.rrn.......... .e... .:......................... .. .. ..r s SR ....... .,3: ....r. -.. .. r s. .. •]t •. t1 itY. . •ffff:4:.;...:::�•;:±4It • W 1 0 © © © © © 0 Q 0 �, � O Q O x � HOLDOWN SCHEDULE v v v :f . M TYP, UNO f HOLDOWN ATTACHMENT COMMENTS : ° o 19 >:} - :: Vir . , :. �/ •I StRUCTURA� 1 AIL NOT REQUIRED NA NA 0 • NW gh : . r SIMPSON SSTB24 ANCHOR EMBED 2t/$" INTO PROVIDE#4 DOWELS : , AL„ lir SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ \'*,4 PROT W/STANDARD HOOK .. .. . � •" � : � 2 3 9 Od N NAILS. EA HOLDDOWN BOLT r (,, > P N� :: •...: ..................... .... TYP UN lo i C 1--;- . ::,r ................ ...Ii THREADED ROD W/ .• SIMPSON SSTBL28 ANCHOR(/8 0 0 � € . . r.......... ...... ............................... OREGON PROVIDE (2)#4 DOWELS STD NUT AT EMBEDDED END, AT INTERIOR SHEARWALL) . ;r EMBED 24/$" INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK 0 <r :,O I; • ��,ii N AL lir SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ @ EA HOLDDOWN BOLT ® - 3 ' J• EN (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO �i EACH 2x PER DETAIL 5/S6.0&SHEARWALL ,. . ......:. :,::... EXPIRES•12-31-2011 SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED { TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. ' .rrrrrrr rrrr.... ,, ,.::...............:..:........ .......:..... S ;: • � o " INTO PROVIDE (2)#4 DOWELS .. .......:....... _ SIMPSON SSTBL28 ANCHOR EMBED 24/ O 0 SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK _ _ __ < v Q (20) SDS Y x 3 SCREWS. @ EA HOLDDOWN BOLT , ,,, , l 1 . . * NW 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS z z EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK blj° WASHER& MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT 0 ..::...° w d o SIMPSON HDU14 I F 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. OPTIONAL ; OPTIONAL ONA L >:% 3 3 � SECURE HOLDDOWN TO 6x6, DF LPOST W/ : ., ......., ...... ..._.... ..... :....... ........... .... .; ,. r : i 3 : (36) SDS Y4 x 2/2 SCREWS. f; j _ m • 1Y" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS r -�,P @ ``` �, EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK OVER- . AD ABOVE& BELOW NUTS. EA HOLDDOWN BOLT E MASH THREADS AB m WASHER RE S 0,v,. FRAMING -o AL SIMPSON HD19 r>�� 7 •61 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. "` ::: ! , . ' , :: W/(5) 1" DIA :: •S7.0 Q cn SECURE HOLDDOWN TO 6x6 DF-L POST W ,r. f Sr cn TYP A307 BOLTS. _ :::: .... ...... .. ..mm. VER . l • ':iii tfj:; { rri:: z 1;i• o (17)- 16d NAILS @TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO :. :::.:; f FRAMING 19 `` o Ad 17 - 16d NAILS BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 '' 0, 6 SIMPSON MST48 (17) @ a~ 0 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE v 0 H. ( ) f 7 ak 3 u (24)- 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO -�yP S7.0 , < o - a�a) Adk. D © SIMPSON MST60 (24) 16d NAILS @BOTTOM INTO DBE. STU S BM/HDR BELOW PER 111S7.0 _ I , • U v BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE © 0 © r OVER- © °' © © 3 45 0 , f a FRAMING ► D :,:::... ,•E (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO = _ _ _ _\ :_-` •`' .`.:. ::::' `: ::;':::'...' 0 i © © © © _ _ ,..„,_, 1 , cr, E (2) SIMPSON © � � © ��I 1� 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 v) 8 MST48 EA END - 0 ✓ Q ` r ;� p p .. - o POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE ,; f ; . n,. - J/ fff ff/ .f� ' , ::;. ::y:y;f f :: t, s 3 0 (2) SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO r 18r Illir AA i 18 Z O > w INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 O 0 0 O U 9 MST60 EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE © 0 ® O 19 3 AL (2) SIMPSON %IF 42 - 16d NAILS TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO © w co 10 CMST12 x 96" EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 Q � ==�� .. o i z OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 0 0- I v 1 18 NOTES: f, :s1 6 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). S7.1 f;:; ® ® 1 o 0-) 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. v • a) 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. 18 Q 0 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF ` S7.1 ° = BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. UNIT AM UNIT B UNIT C UNIT A a 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. 19 . a 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. LOT 13 LOT 14 57.1 LOT 15 LOT 16 SHEET NO. U 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z w U iii o A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN 55 o - _ a SCALE: 1/4" = 1'-0" cc leir a. = JOB N0. CEN-090 NOTE: NOTE: NOTE: NOTE: I 1. Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SHEAR WALL SHT'G NOT SHOWN FOR CLARITY. NOTE: ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 2. 1/4"x 3"x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR \ TRIMMER STUD OR 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. (3) 2x KING STUDS °\ POST @ OPENINGS WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBXJDOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SECURED TOGETHER ° PER PLAN r P� 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT SBX/DOT CHEMICALS. W/ 16d NAILS @ 6" O.C. ° ° EDGE NAIL WALL J WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE WALL SHEATHING FROM EA SIDE, 16d NAILS ° • SHT'G TO EA 2x& Ul SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ D. SEE PLAN /��--- WALL SHEATHING NOT SHOWN FOR CLARITY _ T NN SHEARWALL HOLDDOWNS, AS NOTED IN HOLDDOWN SCHEDULE,ARE v SEE PLAN n S AGGER LS REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR %2" DIA x 10"AB's @ 48" V ° AS SHOWN VERTICAL REINFORCING IS REQUIRED @ 48" O.C. AS ILLUSTRATED OC &WITHIN 12" OF HOLDDOWN WHERE Y2" DIA x 10"AB's,@ 48" 0 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR BELOW. ALL CORNERS& OC&WITHIN 12" OF • ° _ OPENINGS. TYP UNO IN -> APPLIES, PER PLAN ALL CORNERS & HOLDDOWN WHERE WALL SHT'G EDGE VERTICAL REINFORCING IS REQUIRED @ 48" O.C.AS ILLUSTRATED ° ° APPLIES, PER PLAN ° CD BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED •°°° OPENINGS. TYP UNO IN NAIL SPACING PER SHEAR ; >>;;°;:. • ° 2x WALL FRAMING ° '.f•SBX/DOT CHEMICALS. 2x PT SILL PLATE SHEAR WALL SCHED • • WALL SCHEDULE %2" DIA x 10"AB's @ 48" WJ�2' DIA x 10"AB's @ 48" @ 16" OC, TYP, U.N.O. •°•° 2x6 @ 16" OC, TYP, ;;:•,.. io- ✓ 2x BOTTOM PLATE Q 4� � I OC &WITHIN 12" OF OC &WITHIN 12" OF EDGE NAILING PER • ° U.N.O. SIMPSON HDQ8 ?:" ' F-' ALL CORNERS& � 2x P.T. PLATE, SEE SCHED ° ALL CORNERS& SHEAR WALL SCHED FOR • ATTACHMENT EDGE NAILING PER 2x P.T. PLATE, SEE SCHED PER HOEDOWN ' "' w 0 <711 OPENINGS. TYP UNO IN �I I I OPENINGS. TYP UNO IN SHEAR WALL SCHED I FOR ATTACHMENT SCHEDULE ° ° 2x P.T. SILL PLATE CI II- a l 1 SHEAR WALL SCHED I I SHEAR WALL SCHED °cit\ - _ • I I 6 (2)#4 BAR d FINISH GRADE �" AT ENOTRY RADE I ° I I (1)#4 BAR CONT @ TOP CONT AT TOP I I I I �° "I FINISH GRADE ( SIMPSON SSTB28 -I I 8" CONCRETE FACE OF _ a- I I a o fl ;I ° w \ , SLAB ON GRADE p STEMWALL, UNO ON PLAN CONCRETE /�. c / • CO II • i d Ia CONCRETE STEM WALLa.° ° =#4 BAR AS NOTED EQUAL TO FACE OF d I I °OVE STUDS ABOVE a: � \ I - o ° I-- I.: oo (NJ \ I I - �' _ I . a 11 c a a ° 47 Z • p I I i- v ► I I r I D `� a d . ° '_ d d a • D (II)•III I 4 : • jLL1' a �� RIGID R-15 INSULATION ° I I °a . • ° _ ° a ° �, CONCRETE STEM WALL. ° d °a ° .■,,,.. r-7 �- _ Z �, SLAB ON GRADE ° a _ ~ W � \ \ \\ \ �. ° ,o,�, � AT GARAGE � a SEE TYP STEM/FTG I ° REINFORCING DETAIL 4. / \//\ /\\/ a 0 / (1)#4 BAR CONT \ \ \--- ° ° co AT BOTTOM �� \ \//r\//v, #4 BAR CONT CONCRETE STEM WALL. �'.- '� • FIRM, UNDISTURBED \i/\\\\\\�\ AT BOTTOM SEE TYP STEM/FTG �/�//\//\�/\X a �.°� FIRM, UNDISTURBED FOOTING PER SOIL OR COMPACTED ' '/ REINFORCING DETAIL \�\\�\\/, //j/\AV\/ SOIL OR COMPACTED 7 SCHEDULE STRUCTURAL FILL / FOOTING PER / FOOTING PER \//\\/\\// U, STRUCTURAL FILL SCHEDULE /\//,./ 1 TYP STEM / FTG REINFORCING 2 TYP PARTYWALL REINFORCEMENT 3 INTERIOR FOUNDATION 4 FLOOR PERIMETER GARAGE 5 SIMPSON HDQ8 DETAIL S6.0 SCALE: 1" = 1'-0" 3-001-03 S6.0 SCALE: 1" = 1'-0" 3-005-01 S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1-0" 3-006-02 S6.0 SCALE: 1" = 1'-0" NOTE: NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR '_ o EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. •CUT PLATES AT SSW. VERTICAL REINFORCING IS REQUIRED @ 48" O.C. AS ILLUSTRATED ®2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR REFER TO 11/56.0 FOR BELOW.VERTICAL REINFORCING MAY BE OMITTED WHEN POURED l BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. ADDITIONAL INFO MONOLYTHICALLY 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ (1)#3 HAIR PINS TYP kid •'""4 SBX/DOT CHEMICALS. SBXJDOT CHEMICALS. @ 4" CONC. PORCH 7 'SLAB ON GRADE _ w SIMPSON SSW SHEARWALLS. SLAB BY OTHERS `(AT GARAGE ��" (2) @ SSW24 x 7 SHEARWALLS C� ) 1 CLR AIR SPACE ,. U INCLUDING SHEET CONCRETE STEM WALL. . ° ° . a . Z SEE TYP STEM J FTG p ° --f ROCK CONTRACTOR I WALL SHEATHING = 4_,_ J REINFORCING DETAIL J -� .., i) TO VERIFY AS REQ'D. SEE PLAN II Zo ''i -' a' I C °� °� °�� REFER TO PARTYWALL ( 3 �� ° \r r 1 ANCHOR BOLT 404;•00 0�; `': M FOUNDATION @GARAGE ° PER PLAN �• ;•�� '� ,„ °' - 2x P.T. PLATE, SEE SCHED DETAIL FOR INFORMATION I) • I° �i`i� f � x fill,sik FOR ATTACHMENT NOT SHOWN I) i- -� L/" STEM WALL BEYOND 0�0��0�• (1)#4 BAR CONT @TOP fSEE INTERIOR FOUNDATION I I I DETAIL f=OR INFORMATION - °O •2x WALL FRAMING EDGE NAILING PER p •'`;�� @ 16" OC I SHEAR WALL SCHED " kii REINFORCING I'o.•�- mo - - NOT SHOWN. ° GRADE WELL GRADED FREE �' lsi! !!:._�� I PER PLAN N o _. #4 @18 O.C. W/ d 4 -�. I I I DRAINING GRANULAR• SLAB ON GRADE I SLAB ON GRADE STD HOOK BOTTOM REINFORCING ° �� ¢ �I 1 11 1 I PER PLAN _ 6�� BACKFILL. (NOT MORE AT GARAGE II I AT GARAGE V `(I ° I < v _ D 11 p • ° . M _ . THAN 5% PASSING 200 SiRuciuRA4 d c613 EP ° ° -I SIEVE) r d- l � 11 d I' II � d •d ■ • • d 1 1113 • _p D $ a o II G Z 3Cc. 1/ 1L . N o a 111- I . ' '� ,I( FTG PER PLAN ° a ° , 6 CONCRETE (c•t G NEF� Dy i I- -I I a I IT -I ( I FACE OF CONCRETE -III= ;� fl ' p o d d . 4.d ° 12 320 9 Co •' d a STEMWALL III EQUAL TO FACE OF -' S. . --r. FACE OF CONCRETE - �� III �--- ` G 3 #4 BAR AS NOTED STUDS ABOVE ► - E UAL TO FACE OF I Q _� _ ° ;/ RIGID R-15 I I ° i0 ABOVE tp OREGON STUDS ABOVE CONCRETE STEM WALL .. / ► D \ cc \ /�/ '� '/ �' d ,.� & FOOTING PER ►: INSULATION / / / ° �' `� �� Nt'_ ...„j . _ , - ° • ∎ 6: v \,\\/\\\' \ y (1)#4 BAR NT �Y15,�9 �` TYP PARTY WALL M CENTER FOOTING BETWEEN / / / /, AT BOTTOM N . Et,ff' ° SEE TYP PARTY WALL ° o \\ \\ u - REINFORCEMENT DETAIL b r D FIR UNDISTURBED STEM WALL AS SHOWN, /\ \ REINFORCEMENT DETAIL FOR M, � /�,/ b INFORMATION NOT SHOWN - -�� U ° SOIL OR COMPACTED REFER TO FOUNDATION PLAN J °- %\` \` \%\`• t ° STRUCTURAL FILL cv) FOOTING SOIL OR COMPACTED EXPIRES'12-31-2011 FOOTING PER PLAN &SCHEDULE \� \� \� \` \ \ \� ��\�/\�/\�� RED STRUCTURAL FILL / / / /� /\/ / //,//,/ #4 STIRRUPS @ 18" O.C. \ \ \� /� &SCHEDULE U = o w //\\//\\/ < N 7 SLAB INSULATION DETAIL AT PARTYWALL o FOOTING DETAIL TYPICAL PORCH PERIMETER 6 PARTYWALL FOUNDATION GARAGE 9 0 S6.0 SCALE: 1" = 1'-0" o -- S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 '-'-' o S6.0 SCALE: 1" = 1'-0" = = z @ U w NOTE NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, E EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR ANCHOR BOLT 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. PER PLAN BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ -'�-- 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS TYP @ 1 %2" CLR SIMPSON SSW SHEARWALLS. /\/ (2) @ SSW24 x 7 SHEARWALLS z z 4. z\ FINISHED GRADE SLAB ON GRADE - • • I AT GARAGE - 0. ° U REFER TO PARTYWALL I �\ ° - ° ° - D CONCRETE STEM WALL. o FOUNDATION @ GARAGE I 1 CLR AIR SPACE fl SEE TYP STEM/FTG• DETAIL FOR INFORMATION I INCLUDING SHEET -I I I- - ° ° J,111=---11 REINFORCING DETAIL co NOT SHOWN I ROCK CONTRACTOR _I I JJiffl! �: SLAB ON GRADE ENTRY TO VERIFY I - j-II @ I CONCRETE STEM WALL. - SLAB ON GRADE \ '��, � . SLAB ON GRADE �- ( o .. AT GARAGE ; l #4 @ 18" O.C. W/ a '. SEE TYP STEM/FTG AT GARAGE o. N -L- REINFORCING DETAIL 41 11 48" MAX oo STD HOOK __.. �� \ CONTRACTOR ° a ° °. K II ° I p TOP REINFORCING d .:•IL Ow p •0 11 k TO VERIFY d A . PER PLAN 11=111= w - I I- -_ I 1' SLAB ON GRADE I ° #4 STIRRUPS 18" �� CN - AT GARAGE #4 @ 18 O.C. W/ I • k oz ct G FTG PER PLAN -i-- ° a ° @ 18" O.C. STD HOOK RIGID R-15 INSULATION v ° �` �' d �6° d D � = TOP REINFORCING a .. ° 4 's* A d ® ®a. ° BOTTOM REINFORCING °. . d . p . PER PLAN UJ °- ° PER PLAN 1= -III l Q d - �. SEE TYP PARTY WALL - III 4\\' \/\� FTG PER PLAN ° • a ° . FIRM, UNDISTURBED � \ \ E REINFORCEMENT DETAIL FOR /\ d ° a ° #4 STIRRUPS a� SOIL OR COMPACTED C d INFORMATION NOT SHOWN ° FOOTING PER PLAN & ®•® _ ° . d @ 18" O.C. ca STRUCTURAL FILL a U d SHEET NO. O d u J' a . ra BOTTOM REINFORCING //\� \) \) \)- FIRM, UNDISTURBED ��\\/�\\/ PER PLAN 7f/1 ca ca SOIL OR COMPACTED co `///. STRUCTURAL FILL FOOTING PER PLAN & SCHEDULE 56 • 0 , , / / STRUC PARTYWALL STEP FDN GARAGE FOOTING DETAIL , CU 10 11 12 INTERIOR F000TING DETAIL °) S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1-0" S6.0 SCALE: 1" = 1'-0" JOB NO. CEN-090 U. NOTES: 1. MAINTAIN 3/8" MINIMUM EDGE DISTANCE FROM SHEATHING TO NAILS. 1. HEADER PER PLAN NOTE: 2. TOENAIL-(2) 16d TYP 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE 3. 10d @ 8" O.C. STAGGERED EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 3. PLACE FACE GRAIN OF PLYWOOD HORIZONTAL. TOP PLATE. SEE TOP HEADER 0 4. SOLE PLATE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2)2x8 NAIL. LAMINATED HEADERS W/(2) 10d A 12" OC, 5. SILL SHOWN CUT AWAY TO WI SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE REFER TO SCHEDULE f PLANS CONTINUOUS WALL SHTG 6. KING STUD 2x WALL FRAMING © PER PLAN FROM DBL TOP ''° /�- II II II II I O ' © 7. TRIMMER. PLATE TO RIM JOIST, DO NOT 16" O.C. 0 EDGE NAILING REQUIRED PLACE SHT'G JOINT @ BOTTOM SILL PLATE NAILING '" 4'-O" MINIMUM ALONG HOLDOWN POSTS - - - 2x STUDS 8. CRIPPLE STUD PLATE OF WALL OR TOP PLATE -.I = / / AND DOUBLE TOP PLATE @ 16" OC 9. (4) 16d EACH END FLOOR SHEATHING '- PER SHEAR WALL SCHEDULE TYP Q PER PLANS AND 16d @ 16" 16d @ 4" O.C. GENERAL NOTES F- O.C. -TYP AT SPLICE SOLID BLOCKING ALONG WALL SHT'G il�;� w 0 PANEL EDGES PER \� _ 0 SHEAR WALL SCHEDULE (2) 2x - = ' JOINT W/EDGE II jjj; ;iE::DGES SILL INIDE I N OR RIBBOE Y ALL } - FOUNDATION 1 %4L RIM JOIST t i_ ,', N1\K t PER DETAIL u . H u N °.a °• °I H ai .;////r :. RIBBON (") ' OR 2x4 R - AS RIM ` FLOOR TRUSS PER PLAN a ll. 4 4 r , . 4 .,1 4 a Cmt d a 44 ° CONTINUOUS DOUBLE R (f, TOP PLATE. SEE TOP 2x WALL FRAMING @ 1r f_______________________ HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL PLATE SPLICE DETAIL. 16" O.C. 6" OF EACH END OF SHEARWALL, U.N.O. SCHEDULE. SEE SHEARWALL PLAN, TYP 2x STUDS @ 16" O.C. OR WHEN NO HOLDDOWN IS REQUIRED. SEE SHEARWALL PLAN r /r- V J TOP PLATE SPLICE 2 TYPICAL STUD & SHEAR WALL ELEVATION 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER S7.0 SCALE: 1" = 1'-0" 6-005-01 S7.0 SCALE: NTS 6-038-01 S7.0 SCALE: NTS 6-013-01 S7.0 SCALE: 1" = 1'-0" 6-001-06 NOTES: NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, U EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. !vpi"',,,,,:71;:,..;,._. 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR EDGE NAILING, SILL PLATE NAILING,AND CLIPS. :C) FLOOR SHEATHING FLOOR SHEATHING L/1 HEADERS PER PLANS AND o PER PLANS AND '''1 .� . t GENERAL NOTES GENERAL NOTES . .' o \ 2x WALL FRAMING@ � ) c)- (,=,,) } 2x WALL FRAMING @ \ CONTINUOUS WALL SHT'G �. 16" 0.C. WALL SHEATHING,AS REQ'D PER PLAN FROM DBL TOP It 16" 0.C. 8d @ 4" OC 8d ©4" OC 0 1 ct3 O •,� . :...: PLATE TO RIM JOIST, DO NOT SILL PLATE NAILING FLOOR TRUSS -�� ;. �; Z SILL PLATE NAILING PLACE SHT'G JOINT @BOTTOM 1 %4 x 14 LSh GOOD FOR 380 PLF ,., 1 PLATE OF WALL OR TOP PLATE FLOOR SHEATHING CONTINUOUS DBL 1/ TS/LSL FLOOR SHEATHING BLOCKING WIND LOAD PER PLANS AND RIM JOIST ALONG PER PLANS AND GENERAL NOTES FLOOR TRUSS .� 0 GENERAL NOTES LENGTH OF OPENING. FLOOR TRUSS PER PLAN M ►�! EXTEND 2'-0" BEYOND WALL SHT'G ROOF SHEATHING - 2 x 6 CONTINUOUS PER PLAN o i STAIR OPENING © EA. END JOINT W/EDGE ► _ PE R PLANS AND NAILER W/(2) 16d _ __ "' NAILING EA SIDE AT GENERAL NOTES EACH TRUSS = �� •_.� o kr) =on � WALL SHTG RIM (OR GABLE TRUSS) - 8d 6 OC -, o JOINT W/EDGE ONLY @ �' NAILING EA SIDE 1 /4 TS/LSL i it RIM JOIST OR . ,. . .. .. --�: - RAC � _ 11� �\ GABLE TRUSS ;�.::;' ��D R�F: M --•!�\ ��. � GI NfFiQ 0 -II (2) 16d TOE- �' -° ,1--. f 12,320 NAILS @ 6 OC II SIMPSON LTP4 CLIP 1 AIR GAP SIMPSON LTP4 CLIP BLOCKING (ONE BAY) ; ,.„ 6,-;- - , - FLOOR TRUSS ABOVE SHTG. ALONG SHEAR WALL @ 48" OC W/ 10d NAILS ALONG SHEAR WALL .. , .. , , r_ CONTINUOUS DOUBLE PER PLAN MAY FILL WITH @ 4" O.C. TO EACH BLOCKING OREGON = TOP PLATE. DO NOT 1 %4 x 14"TS/LSL BLOCKING - ROOF SHEATHING TO 'S " CONTINUOUS DOUBLE CONTINUE BELOW ALL SHTG CONTINUOUS DOUBLE MEMBER (AS SHOWN) -Y 15,19 Q' SPLICE FOR 2-0 (ONE BAY) @ 48" OC TRUSS OR RAFTER "C� c"\ BEYOND STAIR TOP PLATE. SEE TOP W/ 10d NAILS @ 4" OC SEE PLAN OVER-FRAMING EDGE NAILING TOP PLATE. SEE TOP 1 AIR GAP ABOVE CONTINUOUS DOUBLE N J' EN- OPENING @ EA. END PLATE SPLICE DETAIL. TO EACH BLOCKING PLATE SPLICE DETAIL. SHTG. MAY FILL WITH MEMBER(AS SHOWN) SHT'G TOP PLATE. SEE TOP EXPIRES 12-31-2011 2x WALL FRAMING @ SIMPSON A34 CLIP WALL SHEATHING 2x WALL FRAMING @ PLATE SPLICE DETAIL. 16" O.C. I 2x WALL FRAMING 16" O.C. EDGE NAILING @ 16" O.C. @ EA. BLOCK 2x WALL FRAMING © WALL SHEATHING /--- 16" O.C. 0 Q N Lu Q U co i o - DETAIL INTERIOR SHEAR WALL 9 INTERIOR SHEAR WALL 5 PAR TY WALL @ LOWER STAIRS 6 FLOOR PERIMETER 7 OVER FRAMING 8 0 0 0 = = SCALE: 1" = 1'-0" 6-009-08 cz� zz 0 w 57 0 S7.0 SCALE: 1" - 1 -0 6-002-06 S7.0 SCALE: 1 -1 -0 6-030-01 S7.0 SCALE: 1" - 1 -0 6-009-08 S7.0 Cl) i Q 0 0 0 0 NOTES: IR 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION NOT SHOWN. 0kw OFFSET EA STRAP TO TOP SIMPSON STRAPS SHALL BE PLACED ON OP OF WALL ATTACH ON OPPOSITE SHTG, WHICH HAS NOT BEEN SHOWN FOR CLARITY. SIDES OF POST AS U{- SHOWN co HOLDOWN POST p 6X6 POST AT EACH PER SCHEDULE SILL PLATE NAILING II WAL OF SHEAR BOTTOM PLATE �. , SEE PLANS AND z z 2x WALL FRAMING SIMPSON STRAP POST OR DOUBLE STUDS 1111 SHEAR WALL SCHEDULE 1=/ / BEAM PER PLAN @ 16" OC PER SCHEDULE, FLOOR SHEATHING AT EACH END OF SHEAR PLAN VIEW • CENTER ON RIM WALL, SEE PLANS AND TOP NAILING cc 0 °�° PER PLANS AND ' Ii -- , w w -2x PLATE, JOIST -� -� SHEAR WALL SCHEDULE J ^ �1 SCHEDULE WALL o (2) SIMPSON STRAPS WALL SHEATHING SEE SCHED • ° GENERAL NOTES I - PER PLAN, (1) ON EA PER SHEARWALL FOR SILL PLATE NAILING CY SCHEDULE __!_ _!_ _!_' <__!_ _!_= w - II NOTCH SHT'G SIDE OF BEAM PLANS&SC • I ° ° , ° e ° ° ° e ° e ° e • e ° ° RIM JOIST I'� FOR STRAP AT BLOCKING ONLY / i►` jl SIMPSON STRAP N \ ° SEE SCHEDULE FLOOR SHEATHING o° ° o° CONTINUOUS DOUBLE � .i� ° ° ° ° TOP PLATE. SEE TOP I > NOTES AND GENERAL so° • ° /� PLATE SPLICE DETAIL. _ c 3 DOUBLE TOP PLATE �°o BEYOND STRAP I ° I- w/./. M A BEAM, SEE PLAN I ! .me `�e MATCH SIMPSON NOTE: NOTE: SEE TYPICAL FRAMING z w . II °mo ° STRAP FROM ABOVE, SEE TYPICAL FRAMING ° DETAILS FOR ADDITIONAL •..... . CENTER ON SIDE OF DETAILS FOR ADDITIONAL \ t S 0 "-' KING STUD NAIL I� :°oe • o BEAM & FILL ALL INFORMATION °. INFORMATION POST I �....,...... .o� NAIL HOLES W/ IZE • w LAMINATE TO POS ° NAI HO S Q • w c� POST PER PLAN W/(2) 16d @ 12" OC II ��_ • • OF NAIL CALLED OUT D MATCH AND ALIGN W/ < O a BOTTOM NAILING o Q • PER SHEAR WALL Q W/SIMPSON ACE, TYP. °�° '°D° IN THE HOLDOWN W as E_ SIZE TO MATCH POST . SCHEDULE STUDS OR POST ABOVE wc� m ' I . , SCHEDULE UNLESS OTHERWISE - 4 AND BEAM, UNO. ° ° c \ FLOOR TRUSS OR ' 'm° NOTED, SEE PLANS AND I _ SHEET NO. o \ BLOCKING, SEE �� - - SHEAR WALL SCHEDULE \ / MATCH AND ALIGN WI CO FRAMING PLAN WRAP STRAP MATCH HOLDOWN POST SIMPSON HOLDDOWN SIMPSON HOLDDOWN I �" POST ABOVE UNLESS Q REQ DNSDECU SECURE EA END OF STRAP, SEE PLANS (1) ON EA SIDE ' S 7• 0 FROM ABOVE STRAP, 1 Q OTHERWISE NOTED, SHEAR WALL SCHED. SEE PLANS AND CD U BEAM WITH MATCHING BEAM PER PLAN SEE PLANS& SHEAR SIMPSON STRAP SHEAR WALL SCHEDULE WALL SCHED. 1 SHEARWALL STRAP TO BEAM SHEARWALL STRAP TO BEAM HOLDDOWN STRAP DETAIL 10 11 12 13 14 S7.0 SCALE: 1" = 1'-0" 6-016-02 S7.0___ SCALE: 1" = 1 -0 6-017-01 = S7.0 SCALE: NTS 6-017-08 S7.0 SCALE: 1" = 1'-0" 6-022-01 S7.0 SCALE: NTS 6-022-03 JOB NO. to n n � n CEN-090 I NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC OP) 2x4 FLAT (1) SIMPSON RBC 2x6 BLOCKING ©32" OC CLIP EACH BAY. @ BRACE. FASTEN 8d @ 6" OC / 0 NOT REQ'D © SHT'G TO BLOCK TYPICAL, UNO EXTENT OF WALL LENGTH �� / / II SHTG PER ROOF SHEATHING PER VENTED/SCREENED W/8d @ 4 O.C. SEE PLAN II SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. 8d @ 6" OC 6" II SCHEDULE NOTES �� (2) 16d PER J 6 MAX FROM END _ _ OF WALL, TYP, U.N.O. � �I � ::__-_::.._---_::-_:_=::��: �: -= N Y �.. / Y ��'�'� � yI CONNECTION / li 8d NAILS @ 6 O.C. �� x x� ►,I �I ,__ ROOF SHEATHING (EDGE NAILING) �� 2x8 BARGE w 0 (2) ROWS OF 16d NAILS DBL STUDS I SPACE PER EDGE NAILING EDGE NAILING AT 2x2 TRIM a F--EA END UNO I EACH SIDE OF RIDGE ° zi SEE SHEARWALL I IN SHEARWALL SCHEDULE \r, `, . 8d @ 6" OC UNO SEE --1 SCHEDULE \/\ o iII PLYWOOD SHT'G WITHIN 1 MIN. ' 0 Job SHEAR WALL SCHED 1 g Lil "" I SHEATHING PER RAFTER EDGE TRUSS OR NOTCH RAFTER OR ,.! II PLAN &SCHEDULE ..• MANUFACTURED TRUSS FOR �► MANUFACTURED 2x SOLID BLOCKING _ MAN FAC U TRUSSES R ROOF� � USS S 0 00 � �- 2x4 OUTRIGGER Q/ HOLDDOWN, TYP Vi Vj E VENTED BIRD BLOCKING�� \ TRUSS OR RAFTER RAFTERS @ 24 O.C. C� o PERPENDICULAR �, „ J® �\ ALLOWED @ A MIN. 2 x 6 BRACE @ 48 OC c) FIELD NAILING PER OF EVERY 3RD BAY SHEAR WALL SCHEDULE .___ = WALL / '� \\ SIMPSON H2.5 CLIP W/(4) 16d NAILS TO BLOCK :-� �. @ EACH MEMBER, TYP UNO ON FRAMING PLAN SIMPSON A35 CLIP SHEATHING PER SHEARWALL EDGE NAILING I EDGE NAILING cn W PLAN &SCHEDULE SHT'G PER PLAN EACH BRACE AND SCHEDULE I (2) ROWS OF EDGE NAILING WALL SHEATHING CONTINUOUS DOUBLE PER SHEAR WALL SCHEDULE HOLDDOWN CONTINUOUS DOUBLE TOP PLATE. SEE TOP INTO HOLDOWN POST, TYPICAL PER PLAN & TOP PLATE. SEE TOP PLATE SPLICE DETAIL. SCHEDULE PLATE SPLICE DETAIL. (1) 2x WALL FRAMING © HOLDDOWN DETAIL HOLDDOWN DETAIL RIDGE DETAIL ROOF PERIMETER 16" o.c. TYP, U.N.O. 15 16 17 18 19 D ROOF DETAIL AT RAKE S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: 1" = 1'-0" 6-026-01 S7.1 SCALE: 1" = 1'-0" 6-027-02 S7.1 SCALE: NTS 6-028-01 NOTES: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTES: .,. NOTE: NOTE: EDGE NAILING, SILL PLATE NAILING,AND CLIPS. .': o 7 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: ;:� �, ,� 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, ® V N 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS 1 CLR AIR SPACE M� �� ! O 1" CLR AIR SPACE INCLUDING SHEET 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS z)I-) V11 CLR AIR SPACE r--� _1.,,,,-1',11,.i �-,ROCK CONTRACTOR HEET IN L DIN S C U G INCLUDING SHEET INCLUDIN 1 CLR AIR SPACE o TO VERIFY ROCK CONTRACTOR ROCK CONTRACTOR � � ROCK CONTRACTOR WALL SHT'G, AS REQ'D INCLUDING SHEET a" o TO VERIFY WALL SHTG, AS REQ D TO VERIFY WALL SHT'G, AS 2x WALL FRAMING @ TO VERIFY ROCK CONTRACTOR o ^ l�i O E 2x WALL FRAMING ` II I REQ D 16" O.C. _ WALL SHEATHING,AS REQ'D I� TO VERIFY F :.. 2 1•I I I SILL PLATE NAILING 1 ® r;; • © 16" O.C. SILL PLATE NAILING SILL PLATE NAILING SILL PLATE NAILING 2x WALL FRAMING II .... 3 EDGE NAILING 2x WALL FRAMING I " EDGE NAILING :. ; 3 CONTINUOUS 1 /4 I © 16" 0.C. ` I EDGE NAILING @ 16 O.C. II REFER TO DETAIL TS/LSL RIM JOIST FLOOR SHEATHING CONTINUOUS DBL 1%TS/LSL 1 y4 TS/LSL II FLOOR SHEATHING REFS 1 FOR STAIR `" "' FLOOR SHEATHING I FLOOR SHEATHING I I 1 /4 TS/LSL PER PLANS AND RIM JOIST ALONG CONTINUOUS I PER PLANS AND FRAMING THIS SIDE .... ..., I PER PLANS AND RIM JOIST I PER PLANS AND LENGTH OF OPENING. All GENERAL NOTES --� �, BLOCKING PER I GENERAL NOTES I GENERAL NOTES GENERAL NOTES -hb,_ RIM JOIST , " .. �!�!� I! !1 EXTEND 2'-0" BEYOND I� OF WALL M N .Y DETAIL 6/S7.0 I I END Ir :STAIR OPENING @ EA.,:� �- s_�--��= i ;,.�„ ,rte--.�;, _i= �I s�� RAt �L 1 Iiik ii \ STAGGERED - II 0,0 PROF • ' II REFER TO DETAIL t GI NE O CIS II 7 �I (2) 16d TOE- II \ / �\ ��12,320 1 ►� (2) 2x BLOCKING AT TRUSSES; t NAILS 6" OC II BLOCKING PER DETAIL 6/S7.0 22/S7.1 FOR STAIR C, (2) 1/4 x14 TS/LSL I FLOOR TRUSS PER PLAN ,I @ II FRAMING THIS SIDE I BLOCKING BETWEEN (2) 1 /4 x 14 TS/LSL BLOCKING BETWEEN FLOOR TRUSS I TRUSSES W/ 16d NAILS @ 12 O.C. FLOOR TRUSS II (2) 1y4 x14 TS/LSL OF WALL _` PER PLAN (2) 2x BLOCKING AT TRUSSES' �' '� �`' =^ ° BLOCKS W/ 16d NAILS STAGGERED O CONTINUOUS DOUBLE PER PLAN II BLOCKING BETWEEN I @ 12 O.C. STAGGERED (2) 1/4 x 14 TS/LSL BLOCKING BETWEEN TOP PLATE. DO NOT BLOCKS SIMPSON LTP4 CLIP kfl ��Y EGON b = FLOOR TRUSS PER PLAN TRUSSES W/ 16d NAILS 12" O.C. I► PER SHEARWALL 15, $ �� @ SPLICE FOR 2-0 EDGE NAILING STAGGERED BEYOND STAIR �� SIMPSON LTP4 CLIP SCHEDULE A/ '�� 1, PER SHEARWALL J• EN SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP OPENING @ EA. END II SCHEDULE PER SHEARWALL I PER SHEARWALL II EDGE NAILING EXPIRESI 12-31-2011 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ II i 2x WALL FRAMING @ 16" O.C. 16" O.C. 16 O.C. WALL SHTG,AS REQ'D i 16 O.C. I „ / WALL SHT'G,AS REQ'D WALL SHT'G, AS REQ'D 0 Q ui No Q U U1 ti 0 FLOOR DETAIL 23 PARTY WALL FLOOR DETAIL c) 20 PARTY WALL 21 PARTY WALL FLOOR DETAIL 22 PARTY WALL LOWER STAIRS 24 PARTY WALL FLOOR DETAIL o .. S7.1 SCALE: 1" = 1'-0" 6-003-05 �'-' -- °w S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 SCALE: 1" = 1'-O" 6-003-05 S7.1 SCALE: 1" = 1'-0" 6-003-05 z Z v w w _ D D 0 D 2x WALL WALL SHT'G TRUSSES PER PLAN FRAMING (2) STRAPS SIMPSON ST18 EA END @ 16" O.C. (4) STRAPS TOTAL PER FRAME SHEAR WALL �� 2x WALL FRAMING ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG @ 16" PER PLAN ROOF TRUSS W/ 16D 2 x WALL FRAMING I 1/ I 16" O.C. FLOOR SHTG NAILS ©4 O.C. I PER PLAN & II SILL PLATE & co 1 I 1 1 I I 1 1 1 1 1 1 1 FLOOR SHT'G = _ (2) 10d NAILS \�11�\ 1/ 'I @ 4" O.C. PER 6 57.0 II GENERAL NOTES II NAILING PER PLAN 1 N 1 N N N N N ►� N N N H ► ►1t. PER PLAN AND �� I STAGGER ROWS II FLOOR SHT'G II z z :::: : \ / FLOOR SHTG II PER PLAN AND '' 2x WRAMING �, R TUSSES II J p BEAM PER PLAN WALL SHT G P. 10d COMMONS GENERAL NOTES PER P @ 1 _II I \ 1 SS @ 2 O.C. I - __ _= Il 0 PER PLAN ALONG TRUSS II SILL PLATE r - BEAM PER PLAN w w FLOOR TRUSS I D CONT HEADER 00 WALL SHT'G. DO _ _ _ \ •UUU__�_ PER PLAN NOT PLACE JOINT �� l SEE FRAMING PLAN _ �� ROOF TRUSS Ems- WALL SHTG. DO I NOT PLACE JOINT v� ►�� 4x4 MINIMUM EASIDE • � ��- ,, ,,. _= PLATE OF WALL �- TRANSFERING = // @ BOTTOM II PLAN TYP, UNO ON P . 625 PLF ::LEZ;:• EDGE NAILNG 4 x 4 SHIM'-4 _� II 1'-4 Y2" MIN. BY OTHERS r a PANEL WIDTH PANEL WIDTH Yi/ . - ,: , I BLOCKING � ..-!' -� > a, a �' SIMPSON LTP4 PER 6/S7.0�,i� BEAM PER PLAN �►�.� <::: -:,'d- i IP 10 O.C. Writir_ II _....4 CL Pr p HOLDDOWN yii II @ rk Iii DBL TOP II PLATE OP w SEE PLAN HANGERS BY TRUSS MNF �I HEADER PER PLAN /� ��i,I►T. PLATE co SILL PER (2) 1syil (3) SIMPSON o N BLOCKING @ 48" N/A AT SIM 2 10d NAILS SHTG JOINT II PER PR LAN TRUSS z - I SCHEDULE O.C. W/10d TOE-NAILS CONT DBL -.��I PER JOIST (DO NOT PLACE II HGA10 CLIPS .. ..W .. DBL TOP (3) SIMPSON PER WALL /fr INTO TRUSS BOTTOM TOP PLATE �I LTP4 CLIPS ALONG II 10d COMMONS PLATE (6) 24"WALL NI d y \ y H HGA10 CLIPS II q , a u CHORD 2" O.C. THIS JOINT) PER WALL II O @ w �a a ii v z <u ..4 u © (3) SIMPSON �, SIMPSON BEAM PER PLAN 1- Q " �' FOUNDATION PER - 4 I (N/A AT SIM) (6) ©24"WALL o 2 ` a� SHEAR WALL I HGA10 CLIPS il STRONG WALL I E_ S PLAN N oo . ' . EDGE NAILING I PER WALL SIMPSON II PER PLAN / ' WALL SHTG (2) @ 12"WALL STRONG WALL II NON BEARING WALL / ca PER PLAN SHEET NO. (1)#4 MIN UNO SIMPSON To SEE HOLDDOWN STRONG WALL POST PER PLAN 1 co 0 PER PLAN 1!i . SCHEDULE co 0. cu S7 0 1 -? FRONT GARAGE DETAIL 25 26 27 28 29 1" = = = _ ,� JOB NO. co S7.1 SCALE: NTS 6-035-01 S7.1 SCALE: 1 = 1 -0 S7.1 SCALE: 1" = 1 -0 S7.1 SCALE: 1" = 1 -0 S7.1 SCALE: 1" = 1 -0 CEN-090 U SIMPSON ROOF TRUSSES BY OTHERS H2.5 EA TRUSS `/ BEAM PER PLAN \ NOTE: NOTE: NOTE: /,� SHT'G TO EXTEND TO 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. /� f DBL PLATE AT END WALLS EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. �'� - 8d @6" OC // •o. SIMPSON 1'-4" 4'-0" O.C. MAX 0 0 o A35 @ 6x6 SEE RAIL DETAIL / // / Cr) ' POST 2x BLOCKING SHAPED DRAG TRUSS BY OTHERS TO FOR CONNECTIONS 2x6 FLAT LLI BLOCKING W/ ,- , . x SIMPSON ST22 (2) 16d @ 4" OC ALIGN W/ INSIDE FACE OF PARTY -->-<-1 TOP PLATE OF WALL, GOOD FOR 200 PLF IN PLANE MINIMIE U LATERAL FORCE TRANSFER FROM 8d NAILS 6 O.C. WING WALL TO WRAP SHEAR WALL SHEATHING @ DBL TOP AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO I) TYP ALONG DRAG TOP CHORD TO BOTTOM CHORD °° �� PLATE ' BOTTOM OF BEAM I) TRUSSES 4x4 POST @ \ POST(BEYOND) II _ �4 0 O.C. MAX 4x4 POST (1) SIMPSON RBC - = ._1_ _ _ _�,_,_: 3/4" ,� �I VI I 1I� ,11 &WITHIN 16" OF BELOW CLIP EACH BAY. '�-i/1) I� I'1 f '' EA CORNER OF _ 2x6 VERT TYP SHT'G AT NOT REQ'D ©VENTED � MNF TRUSSES DECK& FACE OF t . WINGWALLS TO r - 2x6 W/SDS Y4"x 3" BLOCKING. ,!I��- BY OTHERS HOUSE BELOW �- o BE ONE COMPLETE SCREWS ©6" O.C. 2x SOLID BLOCKING, SIMPSON A35 CLIP zo 2 SOLID PIECE TO 6x6 POST VENTED BIRD .° BLOCKING M „ ij SUBSTITUTE FOR LTP4 ill(BEYOND) BLOCKING ALLOWED �� @ 48 O.C. CLIP PER SHEAR WALL �- PLAN VIEW A MIN. OF EVERY �� AT TOP OF PLANS &SCHEDULE ><\: 2x6 FLAT PT, W/(2) SIMPSON <� 2x WALL FRAMING A SHEARWALL EDGE @ WALL „ @ 16" O.C. NAILING (BEYOND) 3RD BAY �� SDS Y4 DIA x 3 LONG @ EA END Q , . ( ) DBL 2x8 BLOCK'G CL 8d @ 6" OC � ��' . ". .�' 4x4 POST &@ nuPLOOSNT6 FULL HEIGHT 6x6 POST A API,� OR (2) 2x8 JOIST BELOW # 10 WOOD SCREWS .� �;'1` • - Z @ 12 O.C. IN BETWEEN x \� , ;�SIMPSON EA END OF WINDOW SEAT �-16d @ 6" O.C. `V U BOTTOM LUS26 TYP'., WI SIMPSON A35 CLIP PI _ 2x8 DECK JOIST = p (-1) �� 2x4 CONTINUOUS PLATE x TOP&BOTTOM la _ _ @ 16" O.C. /' „� NAILER EDGE NAIL PER -,z \-- [ !�a� o if \ ;fir, Ct EA SIDE OF POST - 11 - _ '' 1s•� I ,��:�� SHEAR WALL �, 2 � �� ►■� 4x6 BEAM � '� \- ROOFTRUSS �� i�dl'� r- �A. ( 16" SCHEDULE I 2x6 @ 16 O.C. TYP 1 CLR AIR SPACE `ir 1 4x4,POST @ (� LLJ WALL SHEATHING AS REQ'D (v---- Nz 4-0 O.C. MAX ol„,...-• \ SIMPSON H2.5 _ 2 INCLUDING SHEET (2) SIMPSON PER SHEAR WALL PLAN &W/IN 16" OF EA RAFTER, TYP ROCK CONTRACTOR SDS Ya"x 3" SHT'G TO EXTEND TO VERIFY WOOD SCREWS EA CORNER& SHEATHING 2x WALL II 2x6 WALL STUD FACE OF HOUSE TO BOTTOM OF 4x6 ►\ PER SHEAR WALL FRAMING II @ 16" O.C., TYP (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST AT END WALL 1,_0„ ALIGN 4x6 W/6x6 POST SCHEDULE © 16" O.C. II /8 DIA. THREADED ROD WHEN(2)N(2) S MPSON HD2A ATTACHED Cn EA END W/SIMPSON HUC46 OR HEADER MAX TO 2x8 JOIST EACH END 30 KITCHENBAYWINDOW 31 ROOF PERIMETER 2 PARTYWALL@ROOF 33 POSTBASECONNECTIOIN 34 TOP RAILCONNECTION 57.2 SCALE: 1" = 1'-0" S7.2 SCALE: 1" = 1'-0" 6-034-08 S7.2 SCALE: 1" = 1-0" 6-031-07 S7.2 SCALE: 1" = 1'-0" 6-045-02 S7.2 SCALE: 1" = 1'-0" 6-046-01 i NOTE: NOTE: NOTE: NOTE: 1. SEE SHEARWALL PLAN AND 8d @ 2" OC 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS ::{ N _ NAILED AS PER ALTERNATE NAILING DETAIL. SCHEDULE FOR ALL SHEATHING, �� :::: ° 1. SEE PARTY WALL DETAILS FOR ALL CALLOUTS NOT SHOWN 1. OVER-FRAMING NOT SHOWN FOR CLARITY. SEE OVER FRAMING DETAIL I FASTEN BLOCKING 0 C> N FOR ALL OVER-FRAMING REQUIREMENTS BY PLANS. EDGE NAILING AND SILL II W/(6) 16d EA. BLOCK M 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, PLATE NAILING. II ' '•'' .r 0 0 I i 2. SEE DETAIL 32/S7.2 FOR ALL CALLOUTS NOT SHOWN EDGE NAILING, SILL PLATE NAILING,AND CLIPS. II . ... DECK K HARDWARE I �, SHEAR WALL SHEATHING '� - ,". ca , 3. ALL DECK MEMBERS SHALL BE PT, AND EC �I,�� La • .,, -' , II A` " j SHALL BE HOT-DIP GALVANIZED. I�,� \�� MUST EXTEND DOWN TO ' o (I II � BOTTOM WALL PLATE, TYP( �, a o' 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN I �=� ,. °a 0 Ii � 2x6 BLOCKING (2) 8d 4" OC � � � .F �": � � ,.�I CONTINUOUS WALL SHTG ALONG TRUSS ( ) @ �,�� f)6(,,W0Alct FRAMIN G @ :...=i" PER PLAN FROM DBL TOP I' BLOCKING 4 .: CC1 ® ``�� \ ROOF SHEATHING ., � II I 3 PLATE TO RIM JOIST, DO NOT - PLACE SHT'G JOINT BOTTOM PER PLANS AND @ SILL PLATE NAILING PLATE OF WALL OR TOP PLATE ( �� GENERAL NOTES ,� M I i i ir l' FLOOR SHT G `I FLOOR SHEATHING PER PLAN AND '; �� .. I \\/ PER PLANS AND GENERAL NOTES ��a/��....., GENERAL NOTES : ° Pi�'>� 2x6 FLAT DECKING W/ FLOOR TRUSS �, 6 4.1 (2) 16d NAILS EA MEMBER PER PLAN as ° INTO EA JOIST Q" II CM \\ -mm�-- _r�t-- _i�, ,� '��- ��it c l i t i ; I 0. PROTT • _�� 48" MAX, CONTRACTOR - �:��l -. I �� GI NE�c f�TO VERIFY �. c',••��F I �N R ►tea 'lllii!►- I/ �'' 9 II 12,320 9 SIMPSON LTT19 W/5/8"/"Q1 I) �' x 6 LAG SCREW INTO , FLOOR JOIST OR Q !II ._ A•,,,,,j eft::::- __-_,-.. I BLOCKING OR RIM JOIST BLOCKING PER PLAN i' J\ ::::OREGON J$,�2x8 DECK JOISTS @ 16" O.C. CONTINUOUS DOUBLE CRIPPLE WALL BETWEEN TRUSSES C"C15,‘ X44' SIMPSON LUS26 TOP PLATE. (3) 2x6 STUDS EVENLY SPACED SIMPSON ENS 2x WALL FRAMING @ W/7/16"APA RATED SHT'G LTP4 PER 2x8 LEDGER W/(2) SIMPSON „ W/2x6 TOP AND BOTTOM PLATES SCHEDULE EX12-31-2011 Ir II %4" 0 x 4Y2" SDS SCREWS @ 12" 16 O.C. ALONG ENTIRE O.C. INTO RIM FRONT ENTRY CONT DBL \\ JOIST TOP PLATE 0 Q w ,i WALL SHT'G < U w N- 35 PARTY WALL FLOOR DETAIL 36 PARTY WALL @ ROOF 38 ENTRY ROOF DETAIL o w o w S7.2 SCALE: 1"= 1,-0" 6-003-05 S7.2 SCALE: 1" = 1'-0" 57.2 SCALE: 1" = 1'-0" z z v w 37 DECK CONNECTION w S7.2 SCALE: 1" = 1'-0" 6-047-01 cn z z 0 0_ E 0 U U) W U) 0 vi 1 cT3 W N D M dz Q! N I w 0 U 0 Q Q Q E N To- U SHEET NO. O To co Q Q. cts V N 57. 2 E co „ir, JOB N0. D CEN-090 U •