The URL can be used to link to this page

Plans (3) 17 MST2013 00191 ),, , V 16'11 :;Rr:115IGA26.191D3 BOILDINC.:4 DIVISolv zi------, _, __ , x ,...... . ... Village at _ 114.'11 . --)--- , /‹..,------ ....„ Vgx.5-3 Summer Creek , , 15.9' L 10,4' 1 1 Olik CD 10.0' -- o 1 I 1 \ , I 1 ii 4.1' ... ■ Omoizem 1-4 9.1' -----k 1 r4... I -1-------- -- — --I--, 1 1 Building Plan: 12 li 1 1 46 1 1 1 Lot 46 1 , 1 1 FF/TOW 196.78 Unit B I GS 196.08 TOP 196.24 SITE PLAN il Scale: 1"-10' 4 . . 11 , V i 1 \ . 1 NORTH i )1 \ , 4 Ch4.4;c leer -F/0 We" Pectr )1 1 •'-? NS Caller Ati 'C4%44+;cl ee . 1 l" 11 . .. .. .. , , , . , . . ... .... " ' " ... .. .. . . „ . ..... „ . . . _ero..5;0A COA+PV ( .. . .. 1 .... . .:.:.:.:.: I I I . ... . . . . . .... . . . . . .. . — . . . .... . . . . . , ...... .. ... 1 . . , .. •• • • . ..:'....".:..,..,•... ... . . . ..., . _I 5LA — - - - V 11( 54' "4 /0'1/ . . . . . . 41ght,.4/: tiffr/0 ,/ / . . .. . .. . . . . . . . tiA/PWAffriffil / /*fit .i.:„Rwilyt .1) i et? AV 1 I hit moom.••••••••• " ...."1""mw". .. ' '.,, A.:::..,. (i4:'/...:•:';::::':::................ Ap:.::::;/':;..;..:.::.:;:;,.:::.:.;.:..;ii".,:..:::•••Z:';'::::...:11'.',:.1.:,:.?:.:',.:,.'.;::: 't.411!& ::::::::: Nif' :N;::S:1: A‘ .;.:;::::::',';::::;, ;t9,4:::::•:::::::: sal. I ( 415.a I 1 1 cp 0 1 I I 0 i :g::.•.:.::ii.,,,,....,,... ,:::.,..,.:::,..,,::.•:,..-...,...=.„.::.,,,.:•,..,....,........ ...,.„.,.„................ ,..: .. •:::: ',1,,",..',' ENGINEERING ASSOCIATES CORPORATION .....''.''' ...' I 0 11 17757 Kelok Road Lake Oswego, OR 97034 I I i I Tel. (503) 636-4005 Fax (503) 636-4015 I __ _ , , RECEIVED C )0.SE-_6 17 1 "-- 11 .3 APR 201 i'...>i 3 CITY OF T IGARD BUILDING DIVISION : SQUAB IOOTAG' : 5U I ING 12 SHEET INDX:�UIL. ING L N Summer Creek N FIRST FLOOR 46 SF BUILDING SHEETS: 0 -' SECOND FLOOR 643 SF 12.00 COVER SHEET • C N CID I S THIRD FLOOR 645 SF 12.1 O FOUNDATION/ SLAB PLAN TOTAL HEATED 1332 SF 12.50 ROOF PLAN orrzeyjm4 I 2.4 FRONT ELEVATION_ O ONT ELEVATIO • GARAGE SOq SF 12.41 REAR ELEVATION ;� PORCH I7 SF 12.42 S 1 DE ELEVATIONS 'AT w TOTAL AREA UNDER ROOF 1858 SF 12.51 BUILDING SECTIONS UNIT B cr) 0 III UNIT B - MIRROR: 0 85=1.0 UNIT B - FOUNDATION/ SLAB PLAN, FIRST FLOOR FLAN - END UNIT - FRONT LOAD GARAGE p LE6E1\113: 8 562.0 UNIT B - SECOND AND THIRD FLOOR PLAN = END UNIT V ARV I AT I ONS: SYMBOL. 8-3.0 UNIT B INTERIOR ELEVATIONS UN IT B. ADJ. ADJUSTABLE DW. DISHWASHER HR. HOUR REF.. REFERENCE OE TA I� REFERENCE: BOOR TAG BS-4.O UNIT B ELEGTR I A L PLAN a END U NIT - FRONT LOAD GARAGE A/C AIR CONDITIONING DAR DRAWER HYD. HYDRANT REINIF. REINFORCE (D) (ING) 306E5 FIRST FLOOR 46 SF ` ALT. ALTERNATE DWG. DRAWING IN. INCH R.A. RETURN AIR el DETAIL NUM3ER 1 HDR. @ 1-10 SECOND FLOOR 643 SF DETAILS: A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE(ED) (ING) R45 ROD AND SHELF DI Al2.I ARCHITECTURAL DETAILS CJT SHEET NUMBER SIZE: FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR 645 SF ABV. ABOVE DN. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOORS ONLY TOTAL HEATED 1332 SF A1D.2 ARCHITECTURAL DETAILS O 0 A.F.F. ABOVE FINISHED FLOOR S. DOWNSPOUT INT. INTERIOR R.O. ROUGH OPENING SU I LP I NCB SECTION 1 NI70A TACK: AD.S ARCH!TECTURAL DETAILS n , ARCH. ARGHITEGTURAL ELEC. ELECTRICAL KIT, KITCHEN SCH.. SCHEDULE r°4 ) HT SHEET 3060 SR GARAGE 50°1 SF AD.4 ARCH!TECTURAL DETA I LS AUTO. AUTOMATIC EA. EACH LAM. LAMINAT E 5 REFERENCE ASPH. ASPHALT EQ. EQUAL LAV. LAVATORY 51M. SIMILAR HDR. ® '1-10 PORCH 17 SF Al2.5 ARCHITECTURAL DETAILS BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY 5.G. SOLID GORE A SEGTION 1 SIZE. FT. IN. WIDTH 1=T. TOTAL AREA UNDER ROOF 1858 SF WP 1.00 WATER PROOFING DETAILS ERG. BEARING EXH. EXHAUST LVR. LOUVER SQL.. SINGLE '6•� SHEET NUMSER IN. HEIGHT WP 5.00 WATER PROOFING DETAILS HEADE R HEIGHT BET. BETWEEN EXIST. EXISTING LTG. LIGHTING SPEC. SPECIFICATION NOTE: WP 5.01 WATER PROOFING DETAILS •'otrie //�� FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE CALCULATED BASED IF E.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT 5Q. SQUARE RV 1 5I ON OPENING TAG: ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF WP 5.02 WATER PROOFING DETAILS r 0 ELK. BLOCK FIN. FINISH M.B. MACHINE BOLT STD.. STANDARD REFERENCiE: THE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE %4 3070 G.O. FACE CF sruD. WP 5.05 WATER PROOFING DETAILS BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL. STEEL OI WP 5.04 WATER PROOFING DETAILS I MA MASONRY STO1R. STORAGE Erosion BD. BOARD F.D. FLOOR DRAIN 5. SIZE: FT. IN. WIDTH FT. IN. HEIGHT BOT. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING STRUGT. STRUCTURAL WP 4.00 WATER PROOFING DETAILS _ BLDG. BUILDING FLUOR. FLUORESCENT MAIL. MATERIAL SIM. S.. SYSTEM SIMILAR CONSTRUCTION INTERIOR ELEVATION WWP 4.01 WATER PROOFING DETAILS GAB. CABINET FT. FOOT MAX. MAXIMUM SYP 4.02 WATER PROOFING DETAILS Call 003) 639-4175 CPT. CARPET FTC. FOOTING MECH. MECHANIC (AL) SHTS. SHEATING START PO I NT: R W Initial inspection: REFERENCE: P 5.00 WATER PROOFING DETAILS prior to footing inspect C.L .G CEILING FND. FOUNDATION MED. MEDIUM TEL. TELEPHONE WP 5.01 WATER PROOFING DETAILS , Final inspection: GLG. HT. CEILING HEIGHT FURR. FURRED(ING) MEMB. MEMBRANE T.V. TELEVISION W •P 5.02 WATER PROOFING DETAILS F io i building GEM. GEMENT FUT. FUTURE MTL. METAL TEMP. TEMPERED START ®I��dlllll� \Ilil!I'' GTR. CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD ELEVATION # / SHEET G.T. CERAMIC TILE F.A.U. FORCED AIR UNIT MISC. MISCELLANEOUS T46 TONGUE AND GROOVE ENGINEERING: GLR. CLEAR(ANGE) F.0.5. FACE OF STUD MIN. MINIMUM T4P LINE TEMPERATURE AND PRESSURE LINE S1 GENERAL NOTES L GLO. CLOSET F.G. FINISH GRADE MLD. MOLDING T.O.S. TOP OF SLAB S2 FOUNDATION PLAN COL. COLUMN F.S. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE 55 MAIN FLOOR SHEARWALL $ SECOND FLOOR FRAMING PLAN J�,j LEGENI2 GONG. CONCRETE (CAST-IN-PLACE) F.J. FLOOR JOIST OFF. OFFICE TYP., TYPICAL GRAPH'I G • 54 SECOND FLOOR SHEARWALL THIRD FLOOR FRAMING PLAN COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T.BM1. TOP OF BEAM CONCRETE STUCCO OR SAND 55 THIRD FLOOR SHEARWALL $ ROOF FRAMING PLAN GMU CONCRETE MASONRY UNIT GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL. TOP PLATE (SECTIONS) (PLANS, ELEVATIONS) 56.0 STRUCTURAL DETAILS I ® i�'�`� GONST. CONSTRUCTION G.G. GENERAL CONTRACTOR O.H.D. OVER HEAD DOOR U.N.O. UNLESS NOTED OTHERWISE 5�.o STRUCTURAL DETAILS L Y - j Approved ∎�� I 1 BRICK CONT. CONTINUOUS OR CONTINUE L. GLASS, GLAZING OPG. OPENING VEST. VESTIBULE ♦.. GNU (FLANS ....�.:............._...��,.... Al I S`1.1 STRUCTURAL DETAILS Conditionally Approved.•.••,....Y•r, ELEVATIONS T VINYL COMPOSITION TILE D SECTIONS (ELEVATIONS)GJT. CONTROL JOINT GL.BLK. GLASS BLOCK OPT. OPTION,OPTIONAL V.G. L 6�� ) 5°1.2 STRUCTURAL DETAILS See Letter t®:Follow GORR. CORRIDOR GYP.E . GYPSUM BOARD OB5. OBSCURE V.I.F. VERIFY IN FIELD regocsock ......•.••••...... C 1 E-I GYP. GYPSUM FN . PANE V.T.R. VENT THROUGH ROOF oo GRAVEL HORIZONTAL SIDING Attached..,..•.•..c•.•.. N W G.W. GOLD WATER L L o 0 o c -- - W 0000coo� (SECTIONS) (ELEVATIONS) �'ertnttNumbe�: �' �!�� ,��:. GER. CERAMIC G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER CLOSET I'I CIR. CIRCLE GWB. GYPSUM BOARD PL. PLATE F. WATER PROOFING </-\/\7/\\4 SOIL ri_�. STONE Address: j .� .. . ._- _. /j\//\//\/ By: ' Vate:�. .: * 1'- 4 GLKG CAULKING HOW. HARDWARE PLMB. PLUMBING w/ WITH ��\\/\\�\\; (SECTIONS) �� (ELEVATIONS) G.J. CEILING JOIST HDR. HEADER PAD. PLYWOOD WIN. WINDOW ' SHAKE LIABILITY TTY � STAGGERED SHAKE LIA W _ 5TA r--� PET. DETAIL H.V.A.G. HEATINGNENTING/ PVC. POLYVINYL CHLORIDE w/o WITHOUT FINISH OOD I � _ (ELEVATIONS) . of Tigard and its I The City � i// SECT DNS) .- - W WOOD 1 - DIAG. DIAGONAL AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT D Y DIA. DIAMETER HT.(HGT) HEIGHT P.S.I. POUNDS PER SQUARE INCH Wtt Dl WASHER AND DRYER _______ - .. - :e ■a l� C°', - STONE 1 PERFECTION SHAKE ` ' ' , - DIF. DIFFUSER H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON �� - responsible #or discrepancies . a (PLANS) (ELEVATIONS) DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER _•_ i DISP. DISPENSER HORIZ. HORIZONTAL RAD. RADIUS W.R.CS.B. WATER RESISTANT BRICK which may ��@�f herein. PRODUCTION MANAGER R. DOOR H.B. HOSE EIBE REGP. RECEPTACLE GYPSUM BOARD (PLANS) � -_ t Gary Culp _ prov ed pk-m5 RELEASE DATE: 12/23/10 shall ,� on job site. REV# DATE /DESCRIPTION UNIT B&C REVISIONS OFFICE COPY 1 A 04/01/2011 0 J A \ Q CJ GENERAL GOND I TI ONS: CODE GOMM -I ANGE: PROJEGT TEAM: . 0 II), 0 I'I • ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK. NECESSARY, INDICATED, GOVERNING CODES: OWNER: PULTE HOMES - PORTLAND DIVISION 1- A ' REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THE II R SCOPE OF WORK. 2008 OREGON RESIDENTIAL SPECIALTY CODE 16520 SW UPPER BOONES FERRY R . w / \ _ • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUITE 200 SI ce SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH SUB-CONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 5 PORTLAND, OR 11224 T PLAN: A I °I THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE WORK I NCB DRAWINGS AND/OR SPECIFICATIONS AS DETAILED IN CONSTRUCTION AGREEMENT. . BUILDING HEIGHT: 5-1'-10" TO RIDGE PHONE: (5O5)22I-II51 0 _ V • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OWNER AND SHALL BE CONSTRUCTED IN ADDITION TO OR MAP TAX LOT NUMBER: LOTS I=88 FAX: (503)222-`1-7o1c1 Q IN LIEU OF THE TYPICAL CONDITION AS PER THE SPECIFIC JOB SITE SELECTIONS AND ADDE1'\IDUM AVAILABLE THROUGH O m THE FIELD MANAGER. PARENT PARCEL(S): ISIISCA - 00100 3nNaA, „s / ` A • EACH SUB®CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES OF WORK AND .. £� M s SPECIFICATIONS AVAILABLE AT THE PULTE DIVISIONAL OFFICE AS INDICATED IN THE TITLE BLOCK. ISIISGA - 00200 1- STRUCTURAL HARPER HOUF PETERSON RI GHELL I S INC. ,r:- -- 1 S I I SCA - 00500 `l' 11 b ENGINEER: 203 SE SPOKANE STREET �� -_ '''A.5I SGA = 01000 SUITE 200 \, . //'//il ,i �� s W 135TH AVENUE PORTLAND, OR 17202 �, • War _ i •_��® X k !S, N `V PROJECT TYPE -(:) ,AT 10\ AIR-SS: PHONE: (503)221-1131 n , is KO i �P�,,,�. . .� Z - �.��: � CIF LOTS I-16, 84-88 - SW ROSEMARY LANE FAX: (SOS)222a7�1°fq s W ""5 # 1 : �.. 1 LOTS 1`1-68 - SW SAGE TERRAE d *+ ��,� � �� * 0 LOTS 6q-83 - SW MALLOW TERRACE \�b , �o,�� w COMMUNITY NAME �, . ,i ° -6, " �,�� 11Wit � `�, _� ` Summer Creek TIGARD, OR q°1225 0 -∎ bd,, 4 4 7 �� N CIVIL PINNACLE ENGINEERING `�� ‘„, •'tj J ENGINEER: I-7151 KELQK ROAD � � � � � �� e� �� m � 7'OWl'1110IlCteS �� `66r 3 °us ; - LAKE OSWEGO, OR 11054 °6� �►_ o LAwSON COMMUNITY ID �� -� � :, W 0000 TRACT A AND LOTS i-88, INCLUSIVE, OF VILLAGE A T' PHONE: (�OS)636m4005 t i� w � SUMMER Ir'GREEK IN THE CITY OF T I GARD, WASHINGTON ;0,,,,/if COUNTY OREGON. FAX: (505)636-4015 7 `4 "�i 4 < I*'Lh' GARAGE HANDING _ 4! NiM4. ° 1 4, - z(.D Varies a ZQ\ \G/ DES I G\AT I O\s: .4 .'• °•4 � �� a o OL XXX ® `4 �' Iz SPECIFICATION LI ,NAME Ns, 4te44_*.ApVii4.4,:‘,..4..:•y PLAN NAME 1 at N'•***A,''''.,,, . . ‘ Z, '- s ir4te0�- a-.■ \a\ �� `.. ,4t# •�� NPC PLAN NUM-,,,-,.. 4.44 . 7: 4.4* la �� LAWSON PLAN Ie q A9 �� ohs • � • 000 Aii o,q O i:° SHEET 12.00 ..,.1 o� I (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / COVER SHEET /-F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWN}I NES (PORTLAND)\P.LOCK 011T\BUILDING 12\BUILDING 12 COMPOSITE.DWG i d . 1 s o1 0 N 16,_O • •••4 E N IN :i-: " 2'- 0" 4-1 "" 62' // • 16621•1 flio Vali\ t ' \ \ C),, ♦ II • I CU •, Aft, *1,r 1..0 al P-4 O P3.os I OFT. I p 140.0/ � .4)° GONG. ° cf') c0 FAD ZO O I I N 0 p...4 1._,S)c--� pi..1 LiT.O.F.W. T.O.F.W. 100'=0" 100'=0" , ^ i .... liiii. 0 ' 8" 14'68" all / / / / I'°82" 4164" / 'r / \ U) O m p O N r--+ �in c0 in p O ° ° W i m Q ivi < O ill — t1_, 1 0 - PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV# DATE /DESCRIPTION UNIT B&C REVISIONS 04/01/2011 0 J w T.O.F.S. L \ 100'90' N � Mot_ O <t z el OW m �' w Ix a O w n _ cn w 1- La 11(gi g AS T X 0 IL WP1.0o T.O.6.S. \-1. qq —4" A \ _ \�' A — SEE N O PA&&E S2.1 T.O.F J^l. O �r M clq -2" N PROJECT TYPE \ J \ \ 0 MF I 0 X22 E3 I a 1251 WP1.00 12.51 N COMMUNITY NAME Summer Creek Townhomes )'- :, 8,..5�� 1 O� J/ / 0 LAWSON COMMUNITY ID I- / / / <W 0000 J 16'60" w ct GARAGE HANDING / z Varies ....... .:..... UN I T B M (LOT 4(7) Z SPECIFICATION LEVEL T.O. FOYER SLAB = 100'-0" o 0 (SEE SHEET 55-1.0 FOR w PLAN NAME J cl I T ION L I N 0.) NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME • 0000 1 , Olt / SAS SHEET I 1 2.1 0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevis / SLAB EDGE PLAN / F:\BSB REPLICATED\PULTE PROJIECTS\ii3W10201-TCG3-SUMMER CREEK T0WNH0MES (PORTLAND)\BLOCK OUT\BUILDING 12\BUILDING 12 COMPOSITE.DWG , o1 CNII N ) • — cn k (1,) w C 0 I) lumaCJ o PO (75 cz). . ® cn ,,,i 0 ° 0 PamiLC) r—i 4°1 0 0 KO OF VENT �EC�E1�117 E ROOF VENT i33 0 6" COLLARED '5.01 EXHAUST VENT s ® 4" COLLARED ��f EXHAUST VENT , 0 I N LLI 52 UN I T a P5.o• N El ATTIC AREA: 646 SO. FT. ( VENTING RATIO: 1/500 ' ,___ RIDGE F--a TOTAL NET FREE w VENT AREA REQUIRED: 310 SO. IN. �--� 0 O HIGH VENTING*: ISS SO. IN. MIN. TO P Z 0 24S SO. IN. MAX. LOW VENTING: 62 SO. IN. MIN. PRODUCTION MANAGER • Gary Culp *AT LEAST 50% AND NOT MORE THAN 80% OF THE TOTAL REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RELEASE DATE: 12/23/10 LLI REV i DATE /DESCRIPTION 0 A UNIT B&C REVISIONS 0 04/01/2011 J A w w J , E32 N Z\ 11-11 0 F5.0• 0 IN w L.1 II a X 0 Lai ,/ \\ w 1 cn A LI 0 W ii Q✓ CRICKET 1 _ a:12 8:12 SELOw W J W C. I /� O '0 j N = V Q-\ L y Z PROJECT TYPE � � � V J z MF C2 0 -o" WP5.01 S: 12 a: 12 _ w COMMUNITY NAME EAVE SL=OPE SLOPE N Summer Creek TYi� 52 51 D Townhomes 12.51 12.51 o LAWSON COMMUNITY ID 0000 J W Ce GARAGE HANDING z Varies ce U N yT I:5 M a..O T 4&) z SPECIFICATION LEVEL 0 0 k z v, PLAN NAME w -J a U U) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME ANttNi, SHEET 12.30 (c) Copyright Pulte Home Corporation — 2009 ' 1 1 1• to I 1II fA ►' •I ►11 ' 11 . : : ■ ' 1 11 ' I 'i1 1 i 1 1 — — ii ii I ► ► 1 ilk.1u '1► 1.;11 : 1 1 1 : 1 ► 1l iii'1 1i 0 KEY NOTES — ELEVATIONS: 0 I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o 1 2. CORNER TRIM PER BUILDER. j N 3. LAP SIDING PER BUILDER. • i� N 4. SHAKE SIDING PER BUILDER. Cri Cn, N 5. BOARD AND BATTEN PER BUILDER. • rani '73 6. ROOFING MATERIAL PER BUILDER. 1. BRACKET PER BUILDER. • Tr ;7_44 P-1 8. 4x6 POST PER BUILDER. w ' q. YAIRAPPED POST PER BUILDER. 10. DECK RAILING PER BUILDER. 17i oo T., CiJ a) s rp. O o Lf") i ^ IV . . H E—� C� i W BS HEAD.JAMB SILL �—+ P .oI AlD.2 A2 52 G2 1 P4.0_ P4.0_ P4.0_ ~i ,•.n_••is r 62 12 i 12 P5.0- 8 e 1 PRODUCTION MANAGER • Gary Culp RE LEASE DATE: 12/23/10 • FLOORS PLATE HT. _ _ _ _ _ _ REV # DATE /DESCRIPTION WINDOW HEADER HT. I UNIT B&C REVISIONS N - - I - -_ _- -_- - - - - - - - � A 04/01/2011 6 TRIM I o - - a —io3 4 TRIM I a ici) --,- `<1 A Eld, 0 2 - z % 1 w N 1 W I FLOOR 3 F.F. J — j A /iv 9 FLOOR 2 PLATE HT. --- w A WINDOW HEADER HT. /4---- — — I—I — — I — — — — — n 0 7‹ IL- 6" TRIM 1 GS Jb - - cn P3.0 � w TYP. — �� I - i /� _ko cn \ o - o 4 -— _ I Z PROJECT TYPE - z .-- -- MF 1 u, 2 . J 1�i.l-�C� t-- J 6" TRIM I _ _ _ — L °- � COMMUNITY NAME FLOOR 2 F.F. ,_� —� �-� L— ∎.-, - - n Summer Creek ro RIP ATE HT ,` , , , _•� u•• Townhomes I FL®O L .�I�Ir1��. 0 LAWSON COMMUNITY ID WINDOW HEADER HT. — 14 � — - --- - - ------ --�- _� ` _ - - - � 0000 G4 I - — — - •III -J �WP�0� • N GARAGE HANDING z A4 -_ - - Varies - I 1 j E I I � ° P4.0 J < cSJ TYP. o - SPECIFICATION LEVEL 64 -I - z 0 Mi P4.0 _ o TYP. 6 mi TRIM FLOOR I T.O.F.S. _ = 0 PLAN NAME MI Id - - — — — II II Jib - - a -- , . NPC PLAN NUMBER /G I A2 G2 AS 5S GS WP3.01 6 TRIM 0 WPI.00 WP3.0I P4.O P4.O P4.O I 6 TRIM z LAWSON PLAN ID HEAD.JAMB THRESHOLD 0000 UN -r E5H (LOT 467 LEGACY PLAN NUMBER /NAME T.O. O'rES SLAB = 1001-0 OOOO I I I 2 I IWNT ---__ LVAT I 04 SHEET . 12.40 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / FRONT ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3Y110201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 12\BUILDING 12 COMPOSITE.DWG F ❑ KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). 0 O 1 2. CORNER TRIM PER B N UILDER. f\II S. LAP SIDING PER BUILDER. 0 -1(12 1 • ,� ON t 4. SHAKE SIDING PER BUILDER. Cr) U) N 5. BOARD AND BATTEN PER BUILDER. • v1 6. ROOFING MATERIAL PER BUILDER. 1. BRACKET PER BUILDER. • '12) cn 0 S. 4x6 POST PER BUILDER. c1. 1NRAPPED POST PER BUILDER. 10. DECK RAILING PER BUILDER. rid V C`' ca,c'--4Q) (9 0 0 0 a cl'i ' /.� • 1 O r D Z I..- I- 1 mow/ , < :=) ,,_, rzo fi HEAD JAMS SILL GE? Al 51 GI PRODUCTION MANAGER . \WP5aI P4.0 P4.0 P4.0 Gary Culp RELEASE DATE: 12/23/10 FLOOR 5 PLATE HT. - _ _ _ _ - _ - - - - - - - - - - REV f DATE /DESCRIPTION 1 UNIT B&C REVISIONS W I NDOW HEADER HT. _ A I _— 1- 04/01/2011 ! _� a / \ —IdJ , w ■ I 4" TRIM a I-- 1 1 O - - = Ui� 63 T (<1 A HA O 11 `9 IIIH V 1 w 2 W n F- 1 a FLOOR 3 F.E. -- — -- — ------ -_.._ w X 11 mid — — Y FLOOR 2 PLATE HT. — w L-\ - C. A ilin 6 W I NDOJN HEADER HT. x r P4.0 TYP. w -Id3 N T O ■ I 4" TRIM N cc) 4 " PROJECT TYPE Z MF 11 - 10 G4 0 ul - — _ — P4.0 a COMMUNITY NAME TYP. Summer Creek +. FLOOR 2 F.F. N mist` �. FLOOR I PLATE HT. Townhomes 0 LAWSON COMMUNITY ID N W I NDOW HEADER HT. — — i 0000 _ i I j _ N GARAGE HANDING 8 Varies -ia� Z N I c0 1 _ SPECIFICATION LEVEL r= — z lI Ii I 6" TRIM ° ii o 1 I1 I - -r/• \ Z 1 ,-=J PLAN NAME FLOOR I T.O.F.S. - - -:- — --I-- — — 1 r I' I I>• , U (J) NPC PLAN NUMBER G I • P3.03 z LAWSON PLAN ID 0000 1 UNIT a M (1....o7 4 ) LEGACY PLAN NUMBER /NAME T.O. FOYER SLA5 = 1001-011 0000 1 UI I I2 \/ I I 0 SHEET D 1 i 12.41 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / REAR ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3WI 020 -TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILD1NG 12\BUILDING 12 COMPOSITE.DWG 0 KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o 1 0 e 2. CORNER T N RIM PER BUILDER. � 12 12 0 3. LAP SIDING PER BUILDER. •►-� L N 6 ` 6 4. SHAKE SIDING PER BUILDER. CIS t\ 5. BOARD AND BATTEN PER BUILDER. • 6. ROOFING MATERIAL PER BUILDER. > --, 1. BRACKET PER BUILDER. • a�cz)S2 S. 4x6 POST PER BUILDER. c- P3.00 q. NRAPPED POST PER BUILDER. 0 10. DECK RAILING PER BUILDER. ♦ FLOOR 3 PLATE HT. - - - - -� .- - — - - - - - - -j WINDOWHEADERHT. - - � - - - - L - i - it - - I - - �-I- - I ! - - - - - - L - � . - A. I 34x6 TRIM ?m01 D 'macc '' -In � ! . 5 cr.) �1 I 6 ® N Q „ ! I 6" TRIM P...1 I G3 1 1 1 , P3.0# ♦ ♦ FLOOR 3 F.F. T .- r , N FLOOR 2 PLATE HT. _ _ _ _ - _ _ X1 y WINDOW HEADER HT. _ - - _ _ - - - - - - - - - - - - - - - - P3_o P3.o rA I I I 1 I - 3 1 co IL r , 1 1 1 1 min • ♦ FLOOR 2 F.F. _ _ - - - - 1 - - - - - _ I. ■ ci♦ FLOOR 1 PLATE HT.- 1 1 - - - - - WINDOW HEADER HT. III - ``�'-°-'�' a c� i - - - 0 c A -+ 1 r-+ 1 1 I 6" TRIM B3 _ AMM■ LD - - WP5.01 WP5.01 �-1 1--1 *V/s ♦ ♦ FLOOR I T.O.F.S. T 51M. W - - - 1 1. • 12 12 F---a i . Allk P3.0 UNIT 153• (LOT 4ro) PRODUCTION MANAGER T.O. FO"rEfit SLAB _` 1001_011 -- Gary Culp RELEASE DATE: 12/23/10 aL) 1 I 1 1 _ JH T ' I VA ' IO REV D ---- -- --- DATE /DESCRIPTION UNIT B&C REVISIONS 0 li FLOOR 3 PLATE HT. - 04/01/2011 WINDOW HEADER HT. - - - - - - - - - - - - - - - - - - - - -- - __ - - _ _ - _ _ - - - __ -- -,. _ _ w A A. cn .n O _ - - -i , ce - - - - - 1- V IL 1 . bljecL A xn, 9 w 0 1 FLOOR 3 F.F. - __ _ __- - - _-- _ - _ _- - A in 0 miir X FLOOR 2 PLATE HT. -- - - r WINDOW HEADER HT. p3.o P3.o3 -- -_ W- _♦ _ - - - - - - - - - - - - - N in X -i T TYPE a� • - - - _ -- -- PROJEC Q - - - MF 0 t 1Y 1 - - COMMUNITY NAME N Summer Creek I - - - Townhomes FLOOR 2 F.F. - - - � - - r-- rt - - - - - - - - - - - - - - - _ _ _ - - - - _ - - - o LAWSONCOMMUNITYID - - - - 1. -- ♦ i i W 0000 i FLOOR 1 PLATE HT. 1 -� - - I - - - CC WINDOW HEADER HT. _ _ - •.._ � - -- - _ - y a _ s a _ - - - - GARAGE HANDING z � Varies Ce a- - - SPECIFICATION LEVEL -Icsl z z o Q 1 43 I -- Q Z PLAN NAME 6" TRIM I cn I \ w - - a ♦ `� - _ NPC PLAN NUMBER FLOOR I T.O.F.a. — _ _ ' r___ _ _ _ i _ i z LAWSON PLAN ID EN 1 0000 LEGACY PLAN NUMBER /NAME GI GI AS 0000 1P3.03 WP3.o1 WPl.00 UNIT S3M (LOT 4gP) T.O. FOYER SL.AE3 = 1001-0" SHEET t ALL 1I I2 I . 1 I I I : I \AII � 12.42 . (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / SIDE ELEVATIONS / F:\BSB REPLICATED\PULTE PRJECTS\N3V10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 12\BUILDING 12 COMPOSITE.DWG e KEY NOTES - SECTION: . I. ROOF MATERIAL PER SPECIFICATIONS. o 2. MANUFACTURED ROOF TRUSSES 0 24" O.G.. N d +� ^I 3. GIRDER TRUSS. . ` V III 4. R-4q INSULATION IN CEILING. C j c:It e,N 5. I--1015T5 PER MANUFACTURERS I. ' 12 l2 2 SPECIFICATIONS. 6 ' 6 6. R-30 INSULATION IN FLOOR. • r� N 4 Ph ROOF TRUSSES 1 2x4 STUD WALL. f- SPAC I NCB PER ` 8. 2x6 STUD WALL. MANUFACTURERS �' q. R-2I INSULATION IN WALLS. LAYOUT I �A��t APAI I FLOOR FLOOR 5 \ �� I t t 5q,m0�� 2,- �� / 14-0) 7.2) cf i -ice o S 1®� OOM 2 1®1∎10 `1' 0 . SATH OV4NE S su I T a CO -1 / 8 q �i 5 FLOOR 5 F.F. w . FLOOR 3 F.F. ^fp, - - - - - - .�,, mist cy FLOOR — I I ' - FLOOR 2 ref # 410/71..e4-): AT ZOOM 'KIT -1--FEN DINING 7 S G4 .• P4.0 I. ■ ■ ►! ■ I I: © 6 FLOOR 2 F.F. - I - FLOOR 2 F.F. �----� _ J • _Old' CIF WF wr y W �WF -W - ��11�� fF _ � miir FLOOR I ! iii_��♦��♦� 4 �� 1� �� _� :�� _� �� ♦�� ,�♦�♦�,��♦�� ,♦��_�� ♦�♦ �� 1�� +��b ,►�� + h„ Ws,��` I I FLOOR I _o % I ' ii e,....0„ ►� 311-0" �,60,. 0 / . . [� . / U . �, A� --T,�- cr f1 12 12 I Q MI 6 6 2 i--1 FLOOR I T.O.F.S. A• FLOOR I T.O.F.S. - — - - - - - \ - - - - - - — - ROOF TRUSSES 4 4 SPAGINCB FER r MANUFACTURERS 1 LAYOUT PRODUCTION MANAGER . Gary Culp FLOOR 5 FLOOR 5 /a bt W 2 — or, - \ RELEASE DATE: 12/23/10 SUILV ING SECTION 5� -0 /52 :� t% REV iI DATE /DESCRIPTION \ N ,7 UNIT B&C REVISIONS \ / ' . 04/01/2011 � T�'F 2 z v 1'"F 1-`,.1r ,/ . I .c_ . -ice W A O I O \ ► U f n O ►i i \ \ ~' •N FLOOR 5 F.F. • I. \ FLOOR 5 F.F. _ \ w FLOOR 2 I '+ . _ _ _ \\ � FLOOR 2 S ce _ I ® V \I cn A 1111 45 AD.2 ► I STAIR x CL \\ ELEVATION 0 \ 15 IN I i � \\ FOREC-�ROUNI2 -ice W 6 T 001 Z z 11 ''�1� M A co Q d : S I M. X `p W_ N\ 51 " PROJECT TYPE [UlUlUll!:_ _ FLOOR 2 F.F. _ r EL FLOOR I ��_��♦� _�A _ri _I --�♦�♦�polt _Tr �� pli _, �� 1 \`� .--'� • FLOOR mN N COMMUNITY NRME _, - - - Summer Creek - _ \ J Townhomes • 5'60" A I ► ` � \ ' •„ .0 o LAWSON COMMUNITY ID P3.03 � ~ 0000 \ v o G A A G O T O G —�� N GARAGE HANDING ii ) Z Varies ►i 3 ►� �.v.♦ - SPECIFICATION LEVEL o WPI.00 ∎ ' / FLOOR I T.O.F.S. • E.1 ♦. - - ' 1 /� �r- ♦. FLOOR I T.O.F.S.1 a ii 1 ■ I f Z 1 ♦ U, PLAN NAME rill LLI 1 I A2 a 1 • •. ADS WPI.00 N NPC PLAN NUMBER . \ r.• z LAWSON PLAN ID I �3U I LIP I N6 SECTION ON — 0000 LEGACY PLAN NUMBER /NAME 51 Cs- 1 I C/I 0000 ® ® T &U II _ IN I SHEET 12.51 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT B / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMIES (PORTLAND)\BLOCK OUT\BUILDING 12\BUILDING 12 COMPOSITE.DWG FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( j' -t ) 5 1/2" O N. ROUGH UNLESS NOTED OTHERWISE ALL 16'm0" 16'�O" / / / / EXTERIOR WALLS ARE ( 't t ) 5 1/2" ROUGH. (.1 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • f°"1 UNLESS OTHERWISE NOTED. CI) "r) 8'-62" 2'-IO" 4'-,2" or-112" 6'-02" G. ALL CONCENTRATED LOADS SHALL BE • 1.—.1 6 / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, S'-0" 62" 8'-O" I'-1I2" POSTS AND/OR SOLID BLOCKING. / // / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING • 0 r°1 UNLESS OTHERWISE NOTED. �' i 4x6 OST E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.- - - -1 \�1 l' Q �- F. POSTS AT HEADERS IN 2xC WALLS SHALL BE It(:) (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS a) . SHALL BE (2)2x4 MIN. �, OPT. GONG. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , `V AND/OR GIRDER TRUSSES UNLESS OTHERWISE O FAD O O O c , NOTED. 'P ° ° c? dJ 1 !�"1 L j H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O 0 5'x5' i � n ' S'x3 HANGERS SET SPACING I NG FOR ALL TRUSSES. � • GONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE �1 ONG. [Y PAD PAD I V WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I EGRESS OPENING OF 5.-1 SQ. FT. WITH MIN. \ • \ _I t DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ------- SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR,FLOOR, PER 2008 OREGON RESIDENTIAL SPECIALTY CODE. ` , o J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" r 4v VERTICALLY IN WALLS > 8'-I I/8" K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR -.. SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" I DIA. -4111 In yn °1 L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD 1 1 INCLUDING RAILS AT OPEN SIDES OF STAIRS. li MN in th 2 A M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < --01 SUCH THAT A 4" SPHERE CANNOT PASS OP Tr;s , BETWEEN BALLUSTERS. ail-.1� I/8 I N. ALL HANDRAILS GUARDRAILS TO MEET 2008 0 1 15 1-2 x 581-0" OREGON RESIDENTIAL SPECIALTY CODE. 0 474 SF 1---J 1, 1, 1, I , 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE — c -112 1 -82 4 64 q -112 11-02 41-4" 6'-8" MEASURED VERTICALLY FROM SLOPED / / / / / / / PLANE ADJOINING TREAD NOSING, OR FROM CJ O - FLOOR SURFACE OF LANDING. F _I I _I P. ALL ELECTRI CAL AND MECHAN I CAL EQUIPMENT I°' �' —�` _ -\ ARE SUBJECT TO RELOCATION DUE TO FIELD • STORAGE CONDITIONS; CONTRACTOR TO VERIFY. 0 1 +O O ______,A E O O ¶ UNDER - tn . in m STAIRS :KEY � (_:)PROVIDE GYPSUM _... O 9 BOARD UNDER STAIR N — DENOTES MALLS WITH TOP PLATE GREATER THAN m - - _AS REQUIRED Sr' 81-1 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS 1 O THE 2008 OREGON O FROM FLOOR DECK TO PLATE = • . -1 RESIDENTIAL CODE i1 N ll { ,_ d- d- CIS -IN in in -- 1 1 DENOTES DROPPED CEILING OR SOFFIT — In PRODUCTION MANAGER / / / Gary Culp RELEASE DATE. 12/23/10/ ° - 2 Ol _ / i� � � �>7 s Q / REV I DATE /DESCRIPTION � !1J UNIT B&C REVISIONS III m m — cv cv 04/01/2011 � _ o IL v cn A r 1 ®�r� l� 0 x1 1 1- Z A 1 m m 2868 AD.� Lii ._ 'R. @6' 8 a . / / . cew cn A Xiv 1 II 'I S I MPSON N /� `� - 52 5-1 STRONG-TN , // / WALLS X Q 'v N r \ c , .r \ I- _ 8010 ,C3' 1:7 - 1f 21 A HDR. @ �1 -0 I i -� _ d- O O _ O M I 1 cn m N N - N -pi - LL ;?- — Id 4,1 Z PROJECT TYPE . . L J Dn bn\ \ _ MF co S � o O._ B2 B I W COMMUNITY NAME co glir Q Creek b -.-- Summer Townhomes o LAWSON COMMUNITY ID I'=4" 8'-3" 10" / / / / 5'-5" 51-0" 21-5" 21-5" a �� / / // / / w „ �„ 1„ � GARAGE HANDING 101-5 52 4-8 52 N / / // // z Varies 16 ®O o / / 0 Z SPECIFICATION LEVEL 0 16'-0" o , / / o z N PLAN NAME J Q 0 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME I ® A I ® N I I 0 0JN I NT 7 1 ou \.,. /2`..\-il O / SI y2s.N . t ---) 1 AN NI T 4444, I IRS I I I 00' AN SHEET MIRROR . B34,0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT B - 1ST FLOOR - FRONT LOAD - EE /F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG s FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( j f ) 5 1/2" 0 1 16'-0" ROUGH UNLESS NOTED OTHERWISE. ALL cv N / / EXTERIOR WALLS ARE ( 'r 1' ) 5 1/2" ROUGH. ® a�, N B. ALL ANGLED PARTITIONS ARE 45 DEGREES • p-1 UNLESS OTHERWISE NOTED. CP Cr), mkN G. ALL CONCENTRATED LOADS SHALL BE • I6 _p TRANSFERRED TO FOUNDATION VIA BEAMS, 6'a5" q'-1" / ® ® / POSTS AND/OR SOLID BLOCKING. ;� / s / ® / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING w 12 UNLESS OTHERWISE NOTED. cn 0 I 10'662" 5'652" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL / / / OPENINGS UNLESS OTHERWISE NOTED. Twd 00 6'�S" 4'-S I 2" F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE 0 / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS $-+ SHALL BE (2)2x4 MIN. �., G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS I O i7EGi< = I AND/OR GIRDER TRUSSES UNLESS OTHERWISE '� O z 0 O ut) Q NOTED. '� CO d[ Q dJ ea `o. v H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O 0 n .0 F- O Q HANGERS SET SPACING FOR ALL TRUSSES. O O � • I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE ri O O Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I EGRESS OPENING OF 5.7 SO. FT. WITH MIN. \ \ \ )II III H \ \ ` DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE - 5' TUB/ FLOOR, PER 2008 OREGON RESIDENTIAL ,. g`` - SHOWER SPECIALTY CODE. II J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" #j4'''' BATH 2 VERTICALLY IN WALLS > 8'-I I/8". F- .•I - K. ALL HANDRAILS TO BE MIN 54" - MAX 38" ABV __ E3er,,ROOH 2 - O T TREAD AND TERMINATE IN A NEWEL POST OR -44 1�E AT 1�O C,'I� N m 8-I I/8 ° EiT.P. SAFETY TERMINALS, WITH DIA OF 11/4 TO 2" q'-I I/8" q'-q" x 10'_3.. p Clp DIA.100 SF ��15'-O" x I5'-6" G.X H.S. L. ALL GUARDRAILS TO BE MIN 56 ABV TREAD _ INCLUDING RAILS AT OPEN SIDES OF STAIRS. MI t 233 51= 2468 M. ALL GUARDRAIL BALLUSTERS TO BE SPADED Z -4i � MATGHL I NE 'A' -PI � � .��- \ �� < • SUCH THAT A 4 SPHERE CANNOT PASS 4068 81 PASS Co BETWEEN BALLUSTERS. _ =I-- Z N. ALL HANDRAILS a GUARDRAILS TO MEET 2008 V = OREGON RESIDENTIAL SPECIALTY CODE. 0 go _1 co 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE O cv S$R LOFT n � 6'-8 MEASURED VERTICALLY FROM SLOPED w + + PLANE ADJOINING TREAD NOSING OR FROM -�-- FLOOR SURFACE OF LANDING. 8'e2" 5'e6" �-'P52�' WASHER III rT---�1, I 2868 1 U III I I ,I') I H S G P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT / I / / ��-+I II I I = -TV I I ilk I J/8-5 ARE SUBJECT TO RELOCATION DUE. TO FIELD - O `, ;E;;K ; I u LL---f I _' 0 4 -1 CONONCONTRACTOR TO VER .� / .�' / ri /, cy III 5050 SH 5050 SH dJ ---i HI?R. @ 8'®p.. -iN OFN BELOW � UNI)14Y �, t HDR. @ 6'-10" -icv` m �, • criB 1 I KAY: N D/W 42 LOW p �: r SINK I- i � -• • 9 12" VENTED _ WALL' �IQ -�� DENOTES WALLS WITH TOP PLATE GREATER THAN P� Q ° II , I 2 V lli W _ ® SHELF -� - II I N t f O 8'-I I/8" ABOVE FLOOR STUDS TO BE CONTINUOUS �� 0 ® " > tn V •• z Eh .III C — m , FROM FLOOR DECK TO PLATE O A LOW 1 - 3 O 56 x6• -_ .3 W !Y 7 ® I GB3.0 II II - .r- � z •n.'� II ,'I U ° WALL II II - ._ _ [Y �t SHOW �, 6 206 all 1=z1 4 cy iG I TGH�N °{ $ I -� O CIS d II II �t r c r-H u1 z 1- -IC1 214" T Q O — AD.5 - W O Q ( , 1- - ® � > O m �/ H/865.0 2468 DENOTES DROPPED GE I L I NG OR SOFFIT PRODUCTION MANAGER z , �r H.S.X G. — is . 9 § T fn 03 01/41�1E1� S �3A Gar Culp z / = G/8-5.0 / i // i —ICI • ■ - RELEASE DATE: 12/23/1 0 I O A.F 2 1 I , u) T.R / / An.� / / / REV# DATE /DESCRIPTION Q ç D.� �/ C nu /1,„ Q9 UNIT B&C REVISIONS \36c9 I � 1- x6 WAL.Jo. cn el) 04/01/2011 ° I —1V\ _ W � -6- o a J A �. ° J AD.S -' 6- cn 4 II 2 68 N A iili 0 BROOi"I • II \ 11 � V nn GAB I I '-Z 0 I s w Ii • IF w I I ce N I OJMN R'S SU I TE II m=1:( (,,L1 A in, 9 O I N 111 G K ., 0 " = m 11'-4" x 12'-4" 11 0' w q'-I I/8" . 9 I3 SF .I.G. N A 0-IO'-4" x 1O'_O" X -Alicc .0 I, (1 I' X 101 5F [ Q I I YNri1c?. JJ 1 0 T.F. 5 � \ w / t O O N 1 ° cv \ ) N PROJECT TYPE 2 L — _ o MF o = o � o o a � o � zo ' _ a Q ® COMMUNITY NAME ° © �__� ° ° 51_ 82 �` Summer Creek O O n/ ® O n J tL Townhomes Q a 5,_6 5'-6" / / / o LAWSON COMMUNITY ID �, I� 0000 5 -0 5'-0" 5 -O 1'-12' S'-102" a / / / / / / / „ cE I'-0" 5'-0" I I'-0" 5'-0' GARAGE HANDING I/ / / / / / 3 Varies IS'-112" IS'-112" o / / / / z SPECIFICATION LEVEL 0 I6'-O" I6I-0„ 0 / / . / / o z PLAN NAME w J Q 0 N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 Lo) *\A ® ® 1 A J I HI I I I I S - QN I SHEET MIRROR B3.2•0 (c) Copyright Pulte Home Corporation - 2009 1 f 1• ,is 1 ►I1 s, ►- .1 1 ; 11 0 11: i 1 1 .1 1 r i 1 - uu . ■ k Mil►■lu 1. _:►i I ► I ► ► :1 ■ 11 .►1. k . 11 I CDN CHASE �' N FOR VENT I -4 •• �^ CIS ,N VJ WMSG3O2 I S6 • —4 W3a I8 W24S6R / \ ' 112136L W2436R 1124361_ 1^1125SL LIGHT / N . \ - �i �� //�� \V 7 I `V / \ �i <� �> i `\ // -- N— / \ / \ \ CJ� 0 r N 'I-C®/ rri 1 I - -�HOOT��\ /� I \ 1 \\ \ /j/. `�(IRROR 0 / ;-+ rd\ 111 I ( (I) 111 \ _ - - =I REF. - -- _ ;:! `C d �• 1 SPACE ♦ > > 4 \ O r r®'4 I 1 k /, 9 C9 0 I I I m i Pull 1 / I B24R RANGE D6418 B24L B12L 5B3b DIN ),-0,, 2' 2 .6� 2 .0" 2 0�� ,111 5 oII 2. 02. • A K I TCHEN I SLA L \/ATION 'K( TC N FOiNCEIR 15AT RECESSED IAIALL g,, ABOVE cn O \-- 56 I' D.V. ♦ - CHAS FFLG W I w O 56 Di.V. ♦R.O. FRAM'N6/ p ) o .1 REPLACE 1 E--+ W W/ FLUSH E—� I ♦ VARIES . ♦ r \ REPLACE PRODUCTION MANAGER HEARTH MANTEL SETT ON @ FF_G PLAN V I E1A1 Gary Culp AS RELEASE DATE: 12/23/10 REV # DATE /DESCRIPTION A A B& S AT ROOM. 0 04/01UNIT /2C 011 REVISIONS J OPTIONAL a w � \ J Q V cn A ILI til 0 Z N w A , e W d I 9 LIGHT W v) LIGHT w ft 1 ILI\) A VENTED 7c a- i 1- 56"x 42 II m MIRROR SHOWER i id MIRROR io v) x N O r } - N PROJECT TYPE _ \ _I ♦ �,- _ -I- o r -r , r Tr , MF — - I H L 11 J O J r _ r-r-1 r-�-1 _ L ._,,,:i1-__, J = / I ' I ■ /I f, 0 a: f / OPEN a — = T COMMUNITY NAME w Summer, 7 Cree J k k I \ � w ,_ „ I \ / J Townhomes.. 1.,' \ ♦ ,, ♦ o LAWSON COMMUNITY ID VSDB3S63OR VSD686O36 B36 Q 0000 w GARAGE HANDING g Varies w Ct 0 H OIAINER IS SATH O i®i N S SAT LAUNSI' o SPECIFICATION LEVEL 0 z N PLAN NAME w J a U NPC PLAN NUMBER 0 ______ JN I I e /, INT I \A I I ® S Z OOOO PLAN ID LEGACY PLAN NUMBER /NAME ®000 SHEET MIRROR , B.3.0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B — INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCC3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — MIRROR — UNIT B.DWG __ __ , _ _ _ _ ELECTRICAL orti SYVBOL 'KEY c-,1 CD 'AI-2=, N cl •LIGHT FIXTURES • >n cn cl N we REGESSED GAN LIGHT • r-.1 -6 Q\ as- > r� � • LJ RECESSED GAN - EYEBALL � v CEILING SURFACE MOUNT LIGHT ti) F - WALL SURFACE MOUNT LIGHT rad o PI - r� rci PE LIGHT w/PULL GHAIN SNITCH -+ ® WALL SCONCE t ft WI I FLUORESCENT FIXTURE 4....) (LENGTH FT/TUBE) T LOCATE OFT OUTLETS N IN LINE - P'°""I » P-i 1 1 A/G I DUPLEX OUTLET N/ LIGHT GFI-wP I _.dM-1�9 4D , \ H5 L a L // 11 Q► i SPECIAL PURPOSE OUTLET I 9 (i.e. W.P. - G.F.I.) / 1 \ I jII III H� i ^ 111 \ .- —1) 0 tc.repE SWITCHED DUPLEX OUTLET +12" c; A.F.F. J B20 RANGE/DRYER 220V OUTLET 0 4,' ADD OUTLET AT 1 — — o INTERIOR UNITS ONLY \ ��+A'� �� I POWER I�AT �' �' L� J . B �I�®OM DIRECT WIRE CONNECTION \ OPT./ OPT. \ OPT.Q-- _ — u -1 TELEPHONE OUTLET - � \ t C \ I \ =- `� IN 1 Gr� \ . GATV (TELEVISION) OUTLET �� 1 4,s- . c\\ ice) �1 \ T THERMOSTAT deb \ r- -, I \ III _ _-_ _ ,,,m,. UNDER-COUNTER OR ) �i / \ / \ O h (]) CONGEALED OUTLETS • OPT. / \ Gfi�E? T / sn OPT. SWITCHES , / '` \ ROO1•✓1 / �-- Z 1 / �\ \ / SINGLE POLE SWITGH / L GF OPT. N \OPT.`\ , ,+ +) ' S3 THREE-WAY SWITCH 1(P- i2-C A - \ \ Tr A NI r7 n t,,i _ i t l I I 54 FOUR-WAY SWITCH ��// ' pARAG I �4OM II, 1 ®// - F=i < 1 -- ,- —a, - LL ■-- SD ��— -� S USER DEFINED SWITCH 0 } --1 ' ( .��1 — - - ____ 4: d � / � � SPEC_ � �r- ,� M I SG I XTURS 1 0 111 I � , , / 5D \ - �, , -� L __ 1 \ re EXHAUST FAN U -. >' ii °I "�. `J EXHAUST FANLIGHT U DN TO I � r II 4 � �I ' II -el ii. LIGHT EXHAUST FANLIGHT/HEAT E--� I II II W \ I / DN TO \ ,- I� _ �. ® ::::E: 0:AThR\ '�o , ( OUTION MANAGER \ ii7 1 Gar Culp \ h ( RELEASE DATE: 12/23/10 \ UP TO „ I ` ! ' `_ _ n, PANEL ELECTRICAL PANEL \ PRE'M I RE J-,i GHT wI \ iG I TG iH E Nl : c`HT lab Cn sA 1 -� REV DAZE j DESCRIPTION \ FOR 1, u ,; EMERGENCY LIGHTING OPENER _ �� I :: ;rJ III C' I U - - L1 UNIT BE REVISIONS - BUTTON 1 `— ( 11 , 1 1 EXIT SIGN o 04/01/2011 'e GPI �N \ , 11 j ( - BASEBOARD ELEGTRIGAL w I / HEATER a-- F- �' •I _ /� / I ' DOORBELL CHIMES N A ILI 0 ELECTRIC I IAIALL MOUNT I O .I .�. II 0 DISPOSAL Z HEATER 51-0 /5D - - - "' E' 1 f � / 1 °o'soa a�,. / 0 / k,,_ • OPT CEILING FAN/LIGHT L A x ii F:,► �-- Lc I -� G\ 1 i I I W v ' 1,i r1 OJ�INeR S I, F Q H� \ OM --I I`� 11 i) A FOY-- \ D I N I NG E I I FLOOD LIGHT , b I. II eel I \ L 6 ELECTRICAL PLAN NOTES w j I ` I\I in A. ELEGTRIGAL GONTRAGTOR TO PROVIDE N A ' I 1111 ,I �1 I REQUIRED DIRECT HOOK-UPS/CUTOFFS. 1 I J Ji J ! I II [Il II 13 HVAG CONTRACTOR TO VERIFY THERMOSTAT N J LOCATIONS. o PROJECT TYPE — G. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENTv, VIF±:i 1.- (I.E. FURNAGES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND °- COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOGATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ Townhomes BATTERY BAGKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID 1 I NTERGONNEGTED TO ALL OTHERS, MAX IO'-O" I 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. GARAGE HANDING E. PROVIDE AND INSTALL LOCALLY CERTIFIED in Varies SMOKE DETECTORS AS REQUIRED BY NATION FIRE PROTECTION ASSOG I ATI ON (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME INTERUPTER5 (GF I) AS REQ BY THE NATIONAL LL ij ELECTRICAL GODE AND MEETING THE u REQUIREMENTS OF ALL GOVERNING GODES. v) NPC PLAN NUMBER I � � SEC- OIN ® I HIRE r- ® off� ( � 1.�— z LAWSON PLAN ID - 0000 LEGACY PLAN NUMBER /NAME 0000 LI � - TI - /\ I -HI Oft ' I SHEET 1 MIRROR B3-4.O (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT B - FRONT LOAD - ELECTRICAL EE / F:\BSB REPLICATED\PULTE PROTECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG O O1 0 AT. .. N . ,..1 0 k g„ 8„ (2) LAYERS 5/8" C CJ1 L\ . TYPE "X" EXTERIOR 81' • r� " AIR PAGE (2) LAYERS 5/8" I" AIR PAGE GYPSUM BOARD ON I" AIR PAGE TYPE "X" EXTERIOR (2) LAYERS 5/8" SPACED 2X4 STUDS (2) LAYERS 5/8" • '." .:, 0 GYPSUM BOARD ON TYPE "X" GYPSUM 16" O.G. al TYPE "X" GYPSUM v.) 0 CORROSION RESISTANT ( I I SPACED 2X4 STUDS BOARD ON SPACED I CORROSION 1 I BOA RD ON SPACED ► I ► 16 O.G. 2X4 STUDS 16 O.G. ► I ► RESISTANT METAL S 1/2 SOUND ► 1 ■ 2X4 STUDS 6 O.G. O FMETAL ING I '♦• UP AIR SAE AIR SAE FLASHING 0. , . BLANKET 1 — AIR SPACE I 1 . � .PORH 1 :, � I STAPLED I N PLACE @ ► _ STAPLED I N PLACE @ FIRE SAF I NG 10'°O" O.G. E/W TYP kph._ 10'=0" O.G. E/W TYP UNIT FLR. :. (�SLAB 1 .el' ( 4 RE 1 NF. GONG. . _ _ STAPLED N PLACE�s� � �■.■ � _tea �� ■ i _/�■ ziu t�� P.T. 2X4 SILL PLATE SLAB ►��;•�� P.T. 2X4 SILL ELATE z. �, - P.T. 2X4 SILL ,,, ' ON SILL SEALER W/ o ,4. I ON SILL SEALER W/ _ — — — _ ! PLATE ON SILL '� H 111 I/2" A. BOLT 4a" D I n I �� I/2" A. BOLT © 48" I X11 D z SEALER W/ 1/2" A. U' I .I ,�� I .I I ,x -i I .* O. . ♦� I O. . ♦ BOLT @ 48 O.G. ®I I I y I I , y 4 4 1 Li -1 LC) A - V I I \ ►� 7 I \ - - - - ►� I r-+ 1 7 ,, 1 1 I 1 ►♦i 6 MIL �� I PORCH SLAB MIL V S. ►♦, \ J VAPOR ►:� L_ � ,. p UNDER '' ti J — — : ulini 1 I 1 I 1 BARRIER .♦4 I I 1 I I ND ►♦� 4 RE I NF. SLAB ON — I I ►� I SA ► GRADE V ' UNDER 2 .►♦� p ' I ♦jr - - - - - - - ND I♦ o I IT SA ►� D ' I l l I i • . D ' I l i ' , . ' M I . II 0 I- CENTERLINE OF A I GENTERL I NE OF I _ ,� 4'I� 4" PARTY WALL, ALSO ;►♦ 4'"V 4" PARTY WALL, ALSO ♦� �, I 4" GENTERL I NE OF D ♦� D ♦� PARTY WALL, ALSO / / / PROPERTY LINE : II/Pr / PROPERTY LINE ♦� p / / PROPERTY LINE 1 o I � v I � c — — ' SEE STRUCTURAL c — — - SEE STRUGTURAL c — --1 SEE STRUCTURAL FOUNDATION PLAN FOUNDATION PLAN FOUNDATION PLAN = FOOTING SIZE AND FOOTING SIZE AND_ FOOTING SIZE AND I I I CJ) — = REINFORCING = RE I NFORG I NG _ REINFORCING 11111 11111 I < H CD PARTY �lALL FOOT I N S PAR1I V4ALL SOOTING PARTY WALE FOOTINS W .1 • 0 AT PORCH TO PORCH SCALE: I-I/2 - O AT HOUSE TO PORCH SCALE: I-I/2 - O AT UNIT TO GARAGE SCALE: I-I/2 = -O g U w H U PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV# DATE /DESCRIPTION Q UNIT B&C REVISIONS cn 04/01/2011 0 J a n w N 8 \ A ILI 0 " \ Z V/ N AIR SPADE .w A ' 8 \\ (2) LAYERS 5/S F TYPE "X" GYPSUM C AIR PAGE BOARD ON SPACED (2) LAYERS 5/8" it I N ►� TYPE "X" GYPSUM 2X4 STUDS 16" O.G. L,., ir_ i BOARD ON SPACED • ^ A LAI 0 S 1/2" SOUND I 2X4 STUDS 16" O.G. 444ll�FIRE SAF I NG ATTENUATION BLANKET ► STAPLED I N ► � BLANKET v, ►• ► FIRE SAFING PLAGE @ 10'-0" W GARAGE . �• STAPLED IN PLAGE @ O.G. E/W TYP P.T. 2x4 PLATES ON m A FUR. ��:: IO'=O" O.G. E/W `fiYP ► SILL SEAL W/I/2 A. .4- u■ _,�i ' .� �,■.. DOLTS @ O.G. EA. 1�� : P.T. 2X4 SILL PLATE ►� �� `" PROJECT TYPE �� PLATE II! I ON SILL SEALER W/ V " z R-21 BATT I f I w 1/2" A. BOLT @ 45" �` I I 4 n 0 7 c° MF INSULATION •' I <( O.G. ;♦; 11 it > ii I I ' I♦4 W COMMUNITY NAME 2X6 P.T. SILL \ '^ CORROSION RESISTANT — — —�— — — 1 1 I I -I 4 I I D! ►♦4 4REINF. GONG� I METAL FLS 4 REINF. SLAB ON �� GRADE ►M I L VAPOR I — — �, L J ,: o LAWSON COMMUNITY ID ►� ►' 6 M I L VAPOR 2" 14 (2) #4 CONT. TOP OF ■ 0 4 BARRIER UNDER 2" W 0000 BARRIER UNDER 2 f f I 4 ►♦4 SA D SAND WALL 6 M I L. VAPOR D D I BARRIER ,♦, D I ,♦, ce :r;° n SEE STRUCTURAL FOR I ; . ♦ GARAGE HANDING °� F , R I NFORGEI� FOOTING,NG E „ I �� I Varies � 11 T I E-DOWNS, SPECIAL I AL 4 J 4 CENTERLINE OF ;♦: 4� 4 ♦; ♦ I NAI ING 4 OTHER NOTES o PARTY WALL ALSO ,t4 4 D ♦' I/2" BOLT ►♦� .I L / /L / ►� ►� o IX 40" O.G. ►�� J FIN. GRADE 8 N 0 8"q S♦4 o SPECIFICATION LEVEL PROPERTY LINE z R-15 RIGID I SUL. ► 1 MONO-POUR OF FND. S ►♦� Z • 01 ALLOWED OPTION I I w PLAN NAME // I pv 7, CLOSED STORM DRAIN 7 ' � • � N NPC PLAN NUMBER �� ° ° • F TER FABRIC, OVER SEE STRUCTURAL I o no° ERFORATED FOUNDATION PLAN ? LAWSON PLAN ID ° •L� — v ° RAINAGE TILE IN FOOTING SIZE AND OOOO � - ' I 1 �- SEE STRUCTURAL V D O. �� GRANULATED = _ RE I NFORG I NG LEGACY PLAN NUMBER /NAME o 4V1 BACK F I LL _ FOUNDATION PLAN O O _ O FOR FOOTING SIZE AND REINFORCING SHEET k1ALL ASSEMBLY PARTY V4ALL FOOT I N6 PAR]1 6 MALL FOOTING PARALLEL TO PROPERTY LINE SCALE: I I O AT GARAGE TO GARAGE SCALE: I-1/2"-=I O AT UNIT TO UNIT SCALE: I I/2 O , , ADI1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / AD.1 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG O1 O 1 CA CD .-F-J, N N cl) "n, ,,,,N w "Ti. (:', cil 0 o . (t III ( -1 I'd aU A Miry Mir �II I � � -N I I s qua-,' 0 1 -O `� I" AIR SPACE 0 a/ / . " FIRE RET. PLYW D LAYERS 5/8" P..4 p., SHT'G 1A1/1N 4'=0" OF 17 ( ) I - TYPE "X" GYPSUM I I PARTY WALL I BOARD ON SPACED \ 1 ROOF 1 NG ON #SO B.P. W. ' 1 2X4 STUDS I O.G. STEP FLASHING ON PLYWOOD IW 2X6 1 SHEATH 1 NG I 0 ' - / I I 4X6 r . I •: (4) 2 112'1 - ' i 2X FURRING @ 2411 T ' •1 1=1RE SAFING m: = DEGK SCREWS STAPLED 1 N ft �' O.G. •. II II .: PLGE .•► II II — DECK SCREWS NON—BEARINC_� GABLE ,.: TYPE X (I) RIM EXT RIOR GYPSUM 2x4 @ 4�° END TRUSS JOISTS '� • �IRE G SU SAF I NG SHEATHING ON 2X4 (2) ROW STAPLE IN STUDS, 16" O.G. (2) 2 1/2"— 1 i (2) LAYERS 5/8 BLK G CONTINUOUS DECK SCREWS TYPE "X II GYPSUM @ PERP. COND. 71 \ I. PLACE FIRE MARI E BOARD BLOCKING AL // '' 2x4 PER BUILDER .!� I I II AIR SPACE f o BLOCKING . } TREATED 2x8 ' \ I DECK Cn JOIST ,- . Wilill .I --) .i1� � I/� SouND I RIPE BRACKET TRUSS AT PARTY WALL ► BLANKET ITT c SII � �� II I II )( V SCALE: I I/2 1 0 2-HOUR WALL SCALE: 11/2 1 0 W kA W : � A _..... ,� (2) RIM JO I STS ' .� v 1 (I) ROW BLK'G F-+ @ PARALLEL GOND. 1 FRAMING PER F--4 • FULL LENGTH 2x4 BLOCKING i / 12" / ENGINEER U �c FIRE RET. PLYW D :� I 0 =0" O.G. MAX o Q . .� . NIL�R BLOCK / I / SHT G W/IN 4 =0 OF .� : @ PARALLEL GOND. MIN N M N PARTY WALL — I CEMENT I°I BER I / ROOFING ON #SO B.P. WO I I LAP SIDING ON — — -- • PRODUCTION MANAGER _ ON PLYWOOD I I AIR FILT. Wilk- . SHEATHING W BARRIER Gary Culp • • RELEASE DATE: 12/23/10 FIRE SAFING 2X FURRING @ 24" I S 1/2" SOUND AIR Sfi AGE il STAPLED IN rr h' O.G. • •. I I I REV; DATE /DESCRIPTION BLANKET PLACE • il • I" AI" Sfi AGE UNIT BE REVISIONS NON=BEARING GABLE , , y 0 N 04/01/2011 END TRUSS a" a I w A 1 (2) LAYERS 5/8" G.) a TYPE "x" GYPSUM STEPPED PARTY WALL PARTY WALL @ DECK N o h BOARD 1,-- — i 2-HOUR WALL SCALE: 1-1/211=I'-O" 2-HOUR WALL SCALE: I- 2'=1' O" 0 � W I /-/ 8 11 N (2) LAYERS 5/8" I" AIR SPACE 0 I" AIR _ PAGE j13-TYPE "X" GYPSUM (2) LAYERS 5/S' iBOARD su TYPE 11X" GYPSUM �� (2) LAYERS S/8" N I ,:1,1 1" AIR PACE BOARD ON I I TYPE "X" EXTERIOR A o al SPACED 2X4 I GYPSUM SHEATHING iTRUSS AT PARTY Y `TALL STUDS ►S" 4 ORROSION ®N 2x4 STUDS, 1�" Q :� V II_ � I� � RESISTANT I o.G. '�; 2-HOUR WALL SCALE: I-I/2 -I -O 1 �� S I/2" SOUND METAL w 1 ATT. BLANKET 1=L ASH ING AIR SPACE N IL I •ili S/4" T G _P.T. 2X4 SILL PLATE N (2) LAYERS 5/a" . I . PROJECT TYPE ' n M I TYPE "X" GYPSUM . ��. PLYWOOD I n 1 ON SILL SEALER W/ Z .I .I I. I�� - BOARD 1 • SHEATHING I � . uJ 1/2" A. BOLT @ 48" ° "X" MF 5/8 TYPE R=21 BATT INSUL. GYP. BD. 1 Silo ,. � I I , ®.G. o R=21 BAIT INSUL. � > a .y COMMUNITY NAME I >K I I I 11 _ N Summer Creek I I, �, ( 1 INSULATION � I � J + �. . R=4� BATT - 14" FLR. TRUSSES — I �- .- Townhomes �� I NSULAT 1 ON 1 EIRE SAE I NG I RE SAE I NG ; —� �- t ' STAPLED I N PLACE STAPLE I N PER FLAN i I - I I I - o LAWSON COMMUNITY ID V' I PLACE ;; (I) RIM JOISTS p GRADE a 0000 NAILER BLOCK ■iig) / :': (2) ROW BLK'G p w , 1 FULL LENGTH I • @ PARALLEL I CENTERLINE OF GARAGE HANDING co 2X RIM JOIST EIRE SAE NG li I , I PARTY WALL ALSO IM , ® • i< GOND. 4 4 Z Varies 41• I 0� c PROPERTY LINE STAPLED IN Y -� .� / / / PLACE r!Prir i b Z SPECIFICATION LEVEL � -� 8 o = 5/8" TY PE ..x.. / /I/ -+ (I) RIM JOISTS 1� �I � I (2) LAYERS 5/8 � '• (2) ROW BLK G GYP. BD. o CEMENT E I BER LAP , TYPE "X" GYPSUM = �� (2) LAYERS S/S 11 I Mil,,. -� �� II @ PERP. GOND. . I . (�) LAYERS a/8 w PLAN NAME SIDING ON AIR-F I LT. BOARD ON SPACED =� � TYPE X GYPSUM � .� TYPE X" GYPSUM v BOARD I I 5/8 TYPE X BARRIER ON . 2X4 STUDS I O.C. � I . 1 1 BOARD _ —. . . — , NPC PLAN NUMBER GYP. BD. SPED I F I ED � �1 � c — �-SHEATH 1 NG -� . •. •. AIR SPACE _ z LAWSON PLAN ID I I 1 , 5/8" TYPE "X" I R-21 BATT INSUL. •� IBM S SOUND BATT . Lill S SOUND BATT . I SEE STRUCTURAL — GYP. E . I i AIR SPADE 1 I AIR SPADE ■ I = FOUNDATION PLAN 0000 - FOOTING SIZE AND LEGACY PLAN NUMBER /NAME // 4 HIM ,. , I REINFORCING 0000 I" AIR SPACE I" AIR SPACE PERIMETER WELL @ 2ND FLOOR OD STEPPED TRUSS @ PARTY WALL TRUSS AT PARTY WALL PARTY WALL @ 2ND FLOOR PARTY WALL FOOTINE @ DECK SHEET I 0 SCALE. I I/2 -I 0 2-HOUR WALL SCALE: I-I/2"=1'-0" 2-HOUR WALL SCALE: I-I/2"=1'-O" 2-HOUR WALL SCALE: I-I/2"=I'-0'I 2-HOUR WALL SCALE: I-I/2"=1'-O" AD.2 . (c) Copyright Pulte Home Corporation - 2009 / / / \ \ \ ( )\ \ \ PLOTTED: Mar. 30. 11 Ranslow, Kevin AD.2 F: BSB REPLICATED PULTE PROJECTS N3W10201-TCG3-SUMMER CREEK TQWNHOMES PQRTLAND BLACK OUT DETAILS DETAILS.DWG --- 1 E\:-RA \Q !S: 8 . 0 � N 4'-0" MIN. / 4'®O" MIN. , • f- N cr) cf), ,„,,N USE FIRE • 7:i RETARDENT PLYWOOD APPLICABLE "GENERAL EXPLANATORY NOTES" SHEATHING W/IN 4' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN • OF PARTY WALL MANUAL 15TH EDITION NOTE ci) 0 t I I. NAIL DIMENSIONS INCLUDED IN SYSTEM - ROOFING ON #30 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL O IAHNO B.P. ON PLYWOOD COMPLY WITH ASTM F 54`1 OR ASTM C 514. OTHER ry�Al NAILS, SUITABLE FOR THE INTENDED USE, AND HAVING v SHEATHING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE t DESCRIPTIONS IN THIS MANUAL SHALL SE PERMITTED k ah EASE LAYER 5/8 TYPE X GYPSUM FIRE SAF NG AAPLED AS SUBSTITUTIONS. `V rmanimi ral WALLBOARD OR GYPSUM VENEER BASE I N PLACE I O°O HORIZ 2. FASTENERS INSTALLED ALONG THE EDGES OF APPLIED AT RIGHT ANGLES TO EACH AND VERT. GYPSUM BOARD SHALL BE PLACED ALONG THE vl•J SIDE OF DOUBLE ROW OF 2 X WOOD LOCATION: 2 HOUR PARTY WALL ■ STUDS 116 O.G. ON SEPARATE PLATES I PAPER BOUND EDGES ON THE LONG DIMENSION OF THE C.n ► APART WITH 6d COATED NAILS I-`1/8" BOARD. FASTENERS AT THE END SHALL BE PLACED ® O 1t ASSEMBLY: WP 6820 ■ LONG, 0.085" SHANK, 1/4" HEADS, 24" ALONG MILL OR FIELD GUT ENDS ON THE SHORT GYPSUM ASSOCIATION j �� O.G. FACE LAYER 5/8" TYPE X GYPSUM DIMENSION. FASTENERS ON THE PERIMETER OF THE DESIGN j� WALLBOARD OR GYPSUM VENEER BASE (2) LAYERS 5/S TYPE BOARD SHALL BE PLACED ALONG BOTH EDGES AND pi.,1 ,c, p..., ►� APPLIED AT RIGHT ANGLES TO EACH "X" GYPSUM BOARD ENDS. MANUAL I1TH EDITION EACH SIDE OF DEL PROVIDE PREMFR. 3. SCREWS MEETING ASTM 0 1002 OR ASTM 0 q54 ►� SIDE OF WITH 8d COATED NAILS 2-3/8" (STUD SPACING AND SIZE .�►■ LONG, 0.100" SHANK, I/4° HEADS, 8" O.G. ROOF TRUSS SCHEDULED SHALL BE PERMITTED TO BE SUBSTITUTED FOR SCREENED VENTED 2X STUDS ► SHEATHING PER STRUCTURAL � PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DRAWINGS.) ■ JOINTS STAGGERED 16" EACH LAYER BLOCKING DIAMETER, LENGTH AND SPAGING EQUAL OR EXCEED �` 5 1/2" SOUND AND SIDE. SOUND TESTED WITH 5-I/2" MP T THE REQUIREMENTS FOR THE NAILS USED IN THE _ ► GO OS I ION ATTENUATION BATTS TESTED SYSTEM. GLASS FIBER INSULATION STAPLED TO R64q BAIT INSULATION S ROOFING ON SO FIRE RATING: 2 HOUR 1� STUDS IN STUD SPACES ON ONE SIDE B.P. 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE I" AIR-SPACE ►4) AND WITH NAILS FOR BASE LAYER SPACED 6 O.G. HORIZONTAL BRACING 4* -■ THE EDGES PARALLEL TO FRAMING MEMBERS. S.T.G. RATING: 55 TO 5a (SIMILAR TO WP 2X TRUSS TAIL �� REQUIRED AT MID-HEIGHT. (LOAD HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE 5810) 2 LAYERS 5/8 GYPSUM S . ` �'� THE EDGES AT RIGHT ANGLES TO THE FRAMING ►� SEARING) ,: , �.� ` ' PREFIN. FLASH CS. TO MEMBERS. INTERMEDIATE VERTICAL FRAMING 2 LAYERS 5/8" GYPSUM S . _'� \ GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EDGES � / OR ENDS OF THE BOARD. S 1/2" FIBERGLASS SOUND ATTENUATION Ms- Pe.- ///�� SAT-FS 'PLACED BETWEEN STUDS. M s1I=Z GYPSUM BOARD . �� S. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS ► ''►� Mil OF ALL SYSTEMS, EXCEPT THOSE WITH 1 HOLD INSUL. DOWN 7 ° 1 PREDEGORATED OR METAL COVERED SURFACES FIRE SAFING STAPLED' W/ BAFFLE TO SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS EXTERIOR SIDE: ONE LAYER 48 WIDE �. IN PLACE 10 O HORIZ VENT AT EAVE SPECIFIED IN GA-214, RECOMMENDED SPECIFICATION ■m 5/8" TYPE X EXTERIOR GYPSUM • PREFIN. S.M. LEVELS OF GYPSUM BOA117 RD FINISH) AND FASTENER SHEATHING APPLIED PARALLEL TO 2 x 4 AND VERT. GUTTER HEADS TREATED. SASE LAYERS IN MULTI-LAYER WOOD STUDS 24 O.G. WITH I-5/4 H'W%° S 1/2" SOUND �\ • SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS CJ LOCATION: I HOUR FIRE WALL 1. GALVAINIZED ROOFING NAILS 4" O.G. AT �� ATTENUATION BLANKET V1 . TAPED. ►- VERTICAL JOINTS AND 7" O.G. AT V� �� \F V)� II I ASSEMBLY: WP 8105 INTERMEDIATE STUDS AND T01� AND �� `3%11 2X4 STUDS I6"O.C. �J" ►r _ 6. WHEN A FIRE RESISTANCE RATED PARTITION GYPSUM ASSOCIATION EXTERIOR SHEATHING j, BOTTOM PLATES. JOINTS OF GYPSUM `��' ./ EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD DESIGN SHEATHIING MAY SE LEFT UNTREATED. (2) LAYERS 5/8 TYPE R-21 BAIT INSUL. JOINTS OCCURRING ABOVE THE CEILING NEED NOT SE W MANUAL IgTH EDITION 1 EXTERIOR CLADDING TO BE ATTACHED "X" GYPSUM BOARD ON TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE THROUH SHEATHING TO STUDS. �� : i SPACED 2X4 STUDS I6" MET. (STUD SPAGING AND SIZE (I) RIM JOISTS �� :1i O.G. ' R-2I BATT INSUL. PER STRUCTURAL 2X STUDS INTERIOR 51 DE: ONE LAYER 5/8" TE11n BLOCKING �� a) THE CEILING 15 PART OF A FIRE-RESISTANCE ■ GYPSUM WALLBOARD, WATER-RESISTANT �� 60j I AIR SPACE GYPSUM BOARD • I RATED FLOOR-CEILING OR ROOF-CEILING SYSTEM. DRAWINGS.) OR GYPSUM � b) ALL VERTICAL JOINTS OCCUR OVER FRAMING 5 1/2" SOUND GYPSUM BACKING BOARD MEMBERS. re - -� FIRE SAF I NG S-rAPLED �ATTENUATION BATTS VENEER BASE APPLIED PARALLEL OR �� IN PLACE 10'°0" HORIZ U FIRE RATING: I HOUR AT RIGHT ANGLES TO 5TUD5 WITH 6d c) HORIZONTAL JOINTS ARE EITHER STAGGERED w I 1 AN V RT D E 24 O.G. ON OPPOSITE SIDES OF THE PARTITION, OR COATED NAILS, I-1/8 LONG, O.O115 NAI OG FULL,. ARE COVERED WITH STRIPS OF GYPSUM BOARD NOT SHANK, 1/4 HEADS 7 O.G. :. LENGTH- LESS THAN 6 INCHES WIDE, OR THE PARTITION IS A LAYER 5/8 GYl°5UM BD. (LOAD BEARING) ti RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" I LAYER 5/5" GYPSUM BD. I f TYP. FULL LENGTH O.G.; AND 1 A NAILER BLOCK I d) THE PARTITION 15 NOT PART OF A SMOKE OR SOUND CONTROL SYSTEM. 5 1/2" FIBERGLASS SOUND ATTENUATION : CEILING WHEN BATTS 'PLACED BETWEEN STUDS. ►� PARALLEL 0111.4-4411 SCHEDULED SIDING WHERE JOINT TREATMENT 15 DISCONTINUED AT OR W II�� GYPSUM BOARD ON AIR INFILTRATION JUST ABOVE THE CEILING LINE, THE VERTICAL JOINT PRODUC110N MANAGER W :: SHALL BE GROSS TAPED AT THIS LOCATION TO .� .� GYPSUM BOARD ./ BARRIER ON SPEC. REDUCE THE P055161LITY OF Gary Culp SHEATHING F JO NT CRACKING. ∎ Al RELEASE DATE: 12/23/10 �� (2) RIM JOISTS GYPSUM BOARD I. METALLIC OUTLET BOXES SHALL BE PERMITTED TO � R-21 BATT INSUL. BE INSTALLED IN WOOD AND STEEL STUD WALLS OR REV DATE /DESCRIPTION (I) ROW BLOCKING PARTITIONS HA IN , V G GYPSUM BOARD FACINGS AND . UNIT B&C REVISIONS CLASSIFIED F I ED AS TWO-HOUR OUR OR LESS. THE SURFACE V1 • AREA OF INDIVIDUAL X SHALL — ! \ BO ES S LL NOT EXCEED 16 � � 04/01/2011 W_ �. SQUARE INCHES. THE AGGREGATE SURFACE AREA OF O �4 �. S I/2 SOUND �� .1 THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN a ATTENUATION BLANKET V� . ANY 100 SQUARE FEET. BOXES LOCATED ON J A \ N_ OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL SE (I) RIM JOISTS � � • � � (2) RIM JOISTS SEPARATED BY A MINI MUM HORIZONTAL DISTANCE OF N � 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES cv A El O (2) ROW BLOCKING � � (I) ROW BLOCKING ■/ SHALL BE PERMITTED AS ALLOWED BY LOCAL CODE. �(�• 8. WATER-RESISTANT GYPSUM BACKING BOARD SHALL w /� \■t '�� BE INSTALLED OVER OR AS PART OF THE w / \ 1 is FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB a FIRE SAF I NG STAPLED AREAS `eja- E S TO RECEIVE CERAMIC OR PLASTIC FINISHED V IN PLACE IO-O HORIZ NAILER BLOCK FULL WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE to iEI 1 LENGTH NECESSARY, THE GYPSUM BOARD REQUIRED FOR THE w iii AND VERT. w RIM JOIST RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND cx 1- s A . TYP. FULL LENGTH I FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL d �� THAT OF THE TESTED SYSTEM. NAILER BLOCK CEILING WHEN q. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE A PARALLEL. �� TESTED WALL OR PARTITION SYSTEM, MINERAL OR N GYPSUM BOARD GLASS FIBER INSULATION OF A THICKNESS NOT w rjFr GYPSUM BDAR�� EXCEEDING THAT OF THE STUD DEPTH SHALL BE _ n PERMITTED TO BE AED WITHIN THE STUD CAVITY. IN YSUM BOARD - FLOOR- E I LI NG OR ROOF- E I L I NG SYSTEMS, THE 2X4 STUDS 16 O.G. ADDITION OR DELETION OF MINERAL OR GLASS FIBER cv • INSULATION IN CEILING JOIST SPACES COULD c~ PROJECT TYPE POSSIBLY R z R-21 BAIT 055 BL EDUCE THE FIRE RESISTANCE RATING, p '1 IF V1 INSULATION Vl� 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE_ o " ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND n W (2) LAYERS �/8 TYPE .�� X GYPSUM BOARD ON INTERIOR PARTITIONS, FLOOR-CEILINGS, N COMMUNITY NAME / W- ROOF-CEILINGS ETC. THIS IS NOT INTEND ED TO LIMIT�� SPACED 2X4 STUDS 16" 2X6 P.T. SILL CORROSION RESISTANT ) N Summer Creek FIRE �.�AFING • PLATE ON SILL A METAL FLASHING THEIR USE ONLY TO THE SPECIFIC CATEGORY IN WHICH J i O.G. SEAL i THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED 5j Townhomes STAPLED IN PLACE I�F . � A5 SHAFT WALLS SHALL BE PERMITTED TO BE USED O LAWSON COMMUNITY ID 10 °O HORIZ AND II*�� P.T. 2X4 PLATES ON 6 MIL VAPOR • ' AS INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED 1-- SILL SEAL W/ I/2 A. VERTICAL Y WA 4 P L LL ARTITIONS SHA N VERT. �� i ( ) SHALL NOT BE � 0000 BARRIER UNDER 2 v , A �� ' PERMITTED TO BE ARBITRARILY USED IN A��I BOLTS 48 C.G. EA. SAND p � SEE STRUCTURAL HORIZONTAL ORIENTATION. ' LA PLATE I .� I I IA, v 4 o .n�I. FOR RE I NFORGED (/) GARAGE HANDING fx • ♦ ■ ' I I. METAL STUDS AND RUNNERS I N THIS MANUAL ARE C� i i iii ;�; 4 RE I NF. GONG. SLAB � �� i FOOT NG, TIED®WNS, z Varies t-• ( � SPECIAL NAILING NOMINAL 25 GAUGE UNLESS OTHERWISE SPECIFIED. §- 1 ►i� 6 MIL VAPOR E3ARRIER ►� a �♦� v I ° �♦� > ♦v: 1 1 OTHER NOTES o ►♦� ♦� UNDER 2 SAND 1/2 A. BOLT 45" ►♦ "1 1 12. GREATER STUD SIZES (DEPTHS) SHALL BE SPECIFICATION LEVEL ♦ I� I ♦ Z a ♦ -►� ►� ►� FIN. GRADE PERMITTED TO BE USED IN METAL OR WOOD-STUD 0 ♦. �♦$ 0.0. ♦ f SYSTEMS I N THIS MAN ♦ ♦ UAL. METAL STUDS OF HEAVIER j♦j ° GAGE THAN THOSE TESTED SHALL BE PERMITTED. o R-IS RIGID ►�. ►�� R-I5 RIGID I SUL. ►�� THE ASSIGNED RATING OF ANY LOAD BEARING INSUL. ►♦� 6 ►♦� ♦� MONO-POUR OF FND. SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM Z PLAN NAME ►�� ►�� t4 ALLOWED OPTION WHEN USED AS A NON LOAD BEARING SYSTEM. LLI -J j♦j j♦j �� CLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS. v A ■ / �i� v DRA I NPC PLAN NUMBER am. ° am$ L/ / ♦� \ 13. WITHIN DESIGN LIMITATIONS, THE DISTANCE iw-' V ° ° • F TER FABRIC BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A o A. "1.41° CHASE WALL, SHALL SE PERMITTED TO SE INCREASED z LAWSON PLAN ID ° SEE STRUCTURAL FDN ° ° • o VER BEYOND THAT TESTED 0000 D D • • ERFORATED v- v PLAN FOR FOOTING I7 00 • DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME SIZE AND REINFORCING o GRANULATED GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED 0000 I BA I LL TO ANY SYSTEM. e 3 A (7 ' I `LL ASSEMBLY ALL ASSEMBLY SHEET SCALE: I"=,I'-O" SCALE: 1"=1' O" AD.3 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / AD.3 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG 1 , 0 .-4(-7LA 8N r N ' ,,,, cin a > --, w . cn 0 i'd 8 T., V c't1 414' fa., t posolsoi 140•J r—i V J o . N 0 Pmmli 1-1 /1'611 i` ti 0/71„ II 0 /:4'. I I PRESSURE TREATED PRESSURE TREATED I , I SILL PLATE I I SILL PLATE I 'I I 1 I I 5/4"x6" TRIM I I 5/4"x6" TRIM y\I 1 I CLEAR MIN. CLEAR MIN. I — I_....-4. ,_�vii v ' U) I < L. SECTION 110 SECTION ...T.4 (::) ,� F. C.) w L-4 V I § PRODUC11ON MANAGER Gary Culp GARAGE ><I FOYER RELEASE DATE: 12/23/10 11 I>o REV# DATE /DESCRIPTION ' i■ UNIT B&C REVISIONS I ►1 I 1 (2) LAYERS 5/8" TYPE I 04/01/2011 a. ►1 o ►1 "X" GYPS M ( " I ►1 ►1 ' ►1 ON SPACED BOARD w 1 A SARASE I ►►♦ 1 I ►� STUDS 16" O.G. ca, cn ► 1 _ ■1 (2) LAYERS 5/8 TYPE 1 ( ) c‹, A►1 11 "X" GYPSUM BOARD A In O �1 1� us gy ON SPACED 2X4 - - - - - I Z g 1 I NOTE: ■ w , STUDS 16 O.G. ►1 cn SEE STRUCTURAL w _ 1 EXTERIOR WALL ► 1111 � ■ a DRAWIN FOR GS O o ►1 INOTE: SHEATHING � I=HOUR RATED � O A X 1 1 LOCATION OF EXTERIOR w► ALL/ SEE STRUCTURAL � 1 w al I DRAWINGS FOR SHEARWALLS 1 w NOTE: I I I NOTE: - 37.-. 1 ►1 I NOTE: = LOGA�TION OF cn 0 SEE STRUCTURAL SEE STRUCTURAL ' ►1 ► 11 SEE STRUCTURAL A N. EXTERIOR WALL 1 ► SHEARWALLS 1 ► s RA N u_ 1 � ► D W I G5 FOR x (2) LAYERS 5/8 TYPE I N FOR DRAWINGS FOR 1 ► DRAW GS ® .. 1 I SHEATHING ■ �1 I► "X" GYPSUM BOARD ►1 LOGATI ON OF 0 0 LOCATION OF LOCATION OF AIR INFILTRATION 1 A FOYER AIR INFILTRATION a SHEARWALLS AIR INFILTRATION I 11 ON SPACED 2X4 f SHEARWALLS SHEARWALLS ,� , ► BARRIER 1 BARRIER !BARRIER w ► ► STUDS 16 O.G. '1 I NT I GYPSUM BOARD FIBER GEMENT ►1 GYPSUM BOARD = FIBER GEMENT FIBER GEME ► ■ 1 1 A SIDING 1 a ■ 1 1 GYPSUM BOARD SIDING 1 N I EXTERIOR SIDING ►1 ► ►1 I ►1 ►1 ■ I ► GARAGE ► ► ■ COYER 1 x ' • • ► 5/S TYPE x INTERIOR INTERIOR I 11 I 1 Z 111 EXTERIOR GYPSUM ∎ _, `" PROJECT TYPE 1 1 EXTERIOR I (2) LAYERS 5/8" TYPE I BOARD' 1V1F 1 1 "X" EXTERIOR GYPSUM 1 �1 f%S T ► :1 ' T T T ;�� T ■ T o ►1 �1 BOARD ON SPACED ►1 I ►� 1 ►1 1 EXTERIOR WALL ■ 1 i ° ► 1 SHEATHING I 2X4 STUDS I6 O.G. >— _ _ — 1 11 11 FORGE I 1 — — — — _ �1 1 1 1 — w COMMUNITY NAME ►1 ►1 I EXTERIOR WALL ' ►1 I N ►1 11 - SHEATHING I ►1 � A I Summer Creek _ _ _ — _ — ; __ _ _ _ EXTERIOR WALL _ ► ► EXTERIOR WALL EXTERIOR WALL TOWnhomeS 1 1 , — I 1 SHEATHING ■ , �� I SHEATHING - SHEATHING /\ �� ' )( i ®RG� I 'I (2) LAYERS 5/8" TYPE o LAWSON COMMUNITY ID 11 ►1 ► 1 i (2) LAYERS 5/8" TYPE - - - - X EXTERIOR GYPSUM FORGI=I I 0000 ► ►1 ■ I / 5/8 TYPE x r �� BOARD ON SPACED EXTERIOR J • 11 INTERIOR WALL 1 ' ►1 EXTERIOR GYPSUM I I X EXTERIOR GYPSUM w • • ► ► I BOARD ON SPACED EXTERIOR WALL I ', 2X4 STUDS 16" O.G. 5/8" TYPE "X" N GARAGE HANDING R BOA, D 1 ::: 1 GYPSUM BOARD X4 STUDS I SHEATHING EXTERIOR GYPSUM 11 1: — ■_ _ _ 2 6 O.G. AIR INFILTRATION I FORGH I=HOUR RATED BOARD Varies ►1 ■ ► I ►1 ( _ I I WALL. SEE SHEET INTERIOR INTERIOR I OR GARAGE 1 BARRIER EE ■ ;j I' 2x2 TRIM 2 x2 TRIM SPECIFICATION LEVEL cc o �' �-. 2x2 TRIM AD.3 DETAIL/� z I FIBER GEMENT ► I — —� V1 0 6"x6" POST SIDING I 6x6 POST �� 6"x6" POST o 1 ' ►1 I6H0UR RATED —1 5/4"x6" TRIM 1-HOUR RATED �� 5/4"x6" TRIM �. 5/4"x6" TRIM o (2) LAYERS 5/8�� _ v ... 0 z I ►1 (2) LAYERS 5/8 WALL. SEE SHEET — — — WALL. SEE SHEET ►� 1 - - - - `// - - - - PLAN NAME TYPE "X" GYPSUM 1� TYPE "X" GYPSUM AD.S DETAIL ® I 11 AD.S DETAIL V ■41 ' -' w VI I J ►1 BOARD ON SPACED I 1 BOARD ON SPACED _ 4"x " TR NPC PLAN NUMBER 2X4 STUDS 16" O.G. I 2X4 STUDS 16" O.G. r4P a S/ 6 I M EXTERIOR EXTERIOR — — — — — LA4YSON PLAN ID ---i-------\\ 5/4"xIO" TRIM (GUT 5 4"x6" TRIM I 5/4"xIO" TRIM (GUT l 5/4"xIO" TRIM GUT �� / 0000 5/4 x6 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 o o®o 0 MALL PERP. TO PARTY WALL EXTERIOR AT PROPER ( LINE AT PROPERTY LINE I EXTERIOR V4ALL AT PROPERTY LINE S CALE: I"-I' O" MALL AT PROPERTY LINE SCALE: I"-I' O" SHEET 4 ASCALE: I -I-O SCALE: I =I-O SCALE: I =I-O AD.4 • (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / AD.4 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK IOUT\DETAILS\DETAILS.DWG • f 0 o1 0 .-1` ,NN N • — Cin cn, t\ c w r-Ci o 0 = rd cu cu `" 5/4" PLYWOOD 2:14 Rio SE PLAN TYP I CAL AT READS ,/ " °T1:7 (10" STD) , r...1((BULL ULL NOSED) .'� 4®4 IF _ ° 0 — 2x FLOOR .JOISTS . Pimai T4:24 ••••i w Lu 0- I I/2" PLYWOOD a i^ TYPICAL AT RISERS 2" STAINED _r°> , )(WD HAND= (S)2x 12 STRINGERS f f" ® TYPI GAL ATTACH RAIL, SEAL SIDE STRINGERS TO \ STAMP STL. WALL W/ (4) 16o1 TO I InN WALL E3R'KT. A. STUD ATTACH lip MAX. 4' O.G. MIDDLE STRINGER TO •�� 2 X12 LEDGER W/ (4) zX (I) S/8'X2" _/d > z HEX. HEAD r�T`1 I6d FROM 5EHIND _ I O u) r=- : LAG 5OLT a ► GL I P �A 151 SIDE L O � vO '� ! 2X SOLID m ccc < I-- z ' II LEDGER E3L'KG. @ EA. SECTION E3RACKET ELEVATION 5/8" TYPE "X" LOCATION GYP. BD. 4 STAIR RAIL 0 STRINGER TO LANDING r--T-, SCALE: 1-1/2"=1'-O" SCALE: 1-1/2"=1'-0" E--a E-+ 2x6 545 TOP RAIL, SLOPE TO DRAIN U EASE ALL EDGES — ` Ew--4 . X F---a U s/8" TYPE "X" GYP. 517, 4X4 RESAWN INTERMEDIATE POST Ix SKIRT BOARD WITH STRUCTURAL POST BASE —7 5/4" PLYWOOD PER STRUCTURAL DRAWINGS - . PRO p MANAGER MDE WALL GAP N/ I/8" RAD I USED EDGES RELEASE DATE: 12/23/10 1 - 2x12 STRINGERS, TYP. REV I DATE /DESCRIPTION A UNIT Be REVISIONS cn F- 04/01/2011 0 s a 1/2" GYPSUM E3OARD J A ON 2X STUDS \ 2x CONTINUOUS SHIM N I--- A O 5/5" TYPE "X" z GYP. E3D. w A CONNECTION OE POST TO DECK - a i O �1/I C" OSE3 SHEAR � PER STRUCTURAL DRAWINGS SHEATHING 1 w w lit 1- A ILI p S DECK UARDRA I L HALF-WALL GAS 0 STRIN&ER TO WALL SCALE: I I/2 O SCALE: I /2 I O SCALE: I I/2 11-0 i2 w A N >< >< M x N N PROJECT TYPE END OF 1/2 WALL - ° MF 0 a COMMUNITY NAME N Summer Creek Townhomes (3)2x I2 STRINGERS LAWSON COMMUNITY ID TYPICAL Q 0000 CONTINUE TWO (2) 1" SEE PLAN w END STUDS INTO (10" STD) Co GARAGE HANDING FLOOR SYSTEM (ci" MIN) Varies ._ . 1/2" PLYWOOD AT SPECIFICATION LEVEL L RISERS o U 5/4" PLYWOOD jTYPIGAL AT TREADS z , ( I (DULL NOSED) w PLAN NAME a FLOOR SHEATHING Po NPC PLAN NUMBER 1--/ • __,i 2x4 SILL 1 Z LAWSON PLAN ID 0000 NAIL TO 2X 5LK'6 LEGACY PLAN NUMBER /NAME E3ETWEEN JOISTS 0000 HALF-VIALL SUPPORT STRINEER 0 TO SLAB II I II II f II SHEET 6 SCALE: I-1/2 =1 -O SCALE: 1-1/2 =1 -O AD.5 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.5 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG NOTE:ALL HOLES, CRACKS BUTYL TAPE • NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A FILLED WITH MORTAR FOR A / / CONTINUOUS EPDM OR FOAMED Z SMOOTH CLEAN SURFACE. FILLED WITH MORTAR FOR A CONTINUOUS EPDM OR FOAMED ~� o SMOOTH CLEAN SURFACE. SMOOTH CLEAN SURFACE I I POLYETHYLENE SILL SEALER ,� POLYETHYLENE SILL SEALER BUTYL TAPE HENRY'S#789 FIBRATED I HENRY'S#789 FIBRATED i■- 10 i /1 Lill VAPOR BARRIER HENRY'S#789 FIBRATED I A ' ,,,„; ' 17:::::::,:::::::::::v ASPHALT EMULSION CAN BE ASPHALT EMULSION CAN BE VAPOR BARRIER ASPHALT EMULSION CAN BE 0 0 APPLIED WITH A R /"Id ° u ROLLER, SEE C1/WP-3.01 LINEWORK REVISION TO w E _APPLIED WITH A ROLLER, APPLIED WITH A ROLLER, BRUSH OR SPRAY APPLIED COORDINATE WITH C1 WP 3.01 'i" z BRUSH OR SPRAY APPLIED `' SEE C1/WP-3.01 BRUSH OR SPRAY APPLIED CONTINUOU ' ► ° O u 1 I �� y ' S EPDM OR FOAMED �'�� v W POLYETHYLENE SILL SEALER ;>:: 00 0 0 FLOOR SLAB ASSEMBLY,I OPTIONAL TO EXTEND i t A O oN c PER STRUCT ""INSULATION 2'HORIZONTALLY Ail' 06.02141� o ,,, u i, NO VEGETATION OR EARTH . � 24. GA PRE-FINISHED METAL FLASHING Q o o � d UNDER FLOOR OR SLAB / , �' 2x BELLY BAND ? BUTYL TAPE jip,m- ABOVE FINISH GRADE LINE ,� ,d. Itel (� ,'—� 2 3 GAL/100 SQFT HENRYS#789 SUB GRADE - r ( INSULATION PER ARCH o o W N VAPOR BARRIER _x ��\ FIBRATED ASPHALT EMULSION • `• \ . ____ ;..1.-' r `„ `~ PER GEOTECH /,4 '. ® '' N WHERE G LO VEGETATION OR EARTH :`NE .. FINISH GRADE SLOPE AWAY r• 5% r ABOVE FINISH GRADE LINE u FROM 5/o MIN FOR 10'-0" v. ♦ i r .. ...Sna;;O:WERNI5'ii5;i'5035ii:,::i0:;'':!'g' ',\ •' , , . , /71-•I z FINISH GRADE SLOPE AWAY � a 2-3 GAL/100 SQFT HENRYS#789 - . - . . . FROM .�: . _ - ,,}U" . �. ♦ � MIN FOR 1 ...:>�"- m FIBRATED ASPHALT EMULSION M - - 40 WHERE FG IS ABOVE FLOOR LINE �� // / -/ - / 4 ..-_/ . 2-3 GAL/100 SQFT HENRYS#789 �= 1 L NEWORK RE ► ... VISION TO ♦ FIBRATED ASPHALT EMULSION ANCHORS P / ►� - COORDINATE WITH C1 WP 3.01 �� PER STRUCTURAL !♦� / \/\/ / . �: ,. � ��..� � • . '� WHERE FG IS ABOVE FLOOR LINE .:r;ff>°" ""f ANCHORS PER /♦ \� \ >».>> CLOSED STORM DRAIN BY CIVIL ' STRUCTURAL ∎' t //i \/\/\/\/\/ ' .> _ }• ANCHORS. . . RS PER STRUCTURAL•FOOTING DESIGN AND ► ►� • SUPPORT BY OTHERS _ �4. \\��\ \\ \\ \\ \\ \\ \\ �� _ ;� �� : \/ r :: �� .� CLOSED STORM DRAIN BY CIVIL AND FILTER FABRIC OR SOCKED -.µms$* / /< s:\1.. ;x ►� ..x NOTE: IF FOUNDATION IS h, �� •o � -- PERFORATED DRAINAGE TILE IN I ��\ �\ \\ \\ \\ \\ , x > " FOOTING DESIGN AND ♦ ,. • • ! ,� 1+) \ \ \ \ \ \ , . . ♦ z FILTER FABRIC OR SOCKED POURED IN TWO POURS A GRANULATED BACKFILL / / / / / SUPPORT BY OTHERS •� ACKFILL BY CIVIL �y ., / / / / , ►� ,• PERFORATED DRAINAGE TILE IN WATERSTOP MUST / / ►� US BE USED FOOTING DESIGN AND - \ \ \ \ \ \ , . \ \ \ \ \ , _ 4 . GRANULATED BACKFILL BY CIVIL o960 • \ I- ,„,, •000 SUPPORT BY OTHERS ; _ . . - \ \ \ \ \ \ a . , •�• :t o , 1 o of NOTE: IF FOUNDATION I IS �:, ,.„ 1 1 1 1 1 O•V - POURED IN TWO POURS A . • tip Oo • 0 WATERSTOP :.. .•'. l''. k� O E OP MUST BE USED 4 O . , . o • NOTE: IF FOUNDATION ISM • O POURED IN TWO POURS A A3 PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION @ENTRY WATERSTOP MUST BE USED � WP-1.00 SCALE: 1-1/2"=V-0"-0 ARCH REF: WP-1.00 SCALE: 1-1/2"=I-0"-0 ARCH REF: , Al PERIMETER FOUNDATION . WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID 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"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=V-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: CD W cf.) Ct 2 o% 00 alFO Ct -- (f)1-1- co r c. W Z O W 0 2 -c (.0� �20Cf3 c: u) \. } I DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 ..} PROJECT NO: 2010.P33940DCS SHEET NAME: FOUNDATION WP DETAILS SHEET NO: ( — ;N\i DETAIL C3 DETAIL C2 DETAIL C1 DETAIL WP-1.00/ SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: \iVP I .00 _�� TERI• M. COMPONENTS AND 1"OSB EXTERIOR SHEATHING C O S A 16 SPF TRIM; FULLY PRIME ALL END CUTS .. INSULATION INSULATION PER ARCH e"EL DORADO CORRUGATED PLASTIC IN FIELD; BARK SIDE OUT(TRIM SIZE IS �:::::•::. VAPOR RETARDER ♦♦♦ BATTENS AT 16"O.C.ATTACHED W/ SHOWN EXAGGERATED TO INDICATE PER CODE Ø/?' NAILS PER MANUFACTURER z CORRECT RELATIONSHIPS TO ♦♦♦. REQUIREMENTS . AREQUIREMENTSATI2OCANDI„ FRAMING, BATTENS AND SIDING ••:.:•;•: ••'- ""`'• ::: .�♦ DO NOT ATTACH U��: . FROM EACH END OF EACH PIECE MATERIALS) ♦♦ :...:,:.::.::.:: •::'• TO H T ATTAG SS fir......................:.... ONLY. • ��:.::::::::::::::::::. : : ; :; PANEL FASTENING q�... .... z !,�: �.. O 5/4 x 4 SPF TRIM, FULLY .� :� � �:�=' :��''�� '� ... WEATHER RESISTIVE BARRIER: �-- ii ♦ �,� SHALL PENETRATE .. ,,.,. , . - o �? NOTE: ♦ •.ft. ....r...... � ..... ...... .... .. , -t PRIMED ALL END CUTS IN e �•:::::-:::::=::�:�:�::�:::•::•� WEATHERMATE PLUS -•-•-•-•-•-•-•- -.-. i •� ..�•: �:r�: INTO STUDS < ... .. .. CU�.:. cn o0 -. -. � TRIM BATTENS NOT N ........................ FIELD ♦ ..�s STRUCTURAL :: : : :::::::::::::::::x O-. HOUSEWRAP BY DOW >- d- w SHOWN FOR CLARITY :dp... ....... ....., J P o u . PAIVAMIrrAeAr■wArar AA q .• 1 FRAMING, CV 1.n RAM G � TTTT f ,,,,i,. \ . � . . . zt�. -r: BLOCKING OR �o P V O�' VERT. BATTEN .. .. .. . RO IDES LID B OCK w W.. ............ ...TYP. �c ................................................... ................ .. .. BATTEN, ................................................... � ......:....:::::�::: STRAPPING .. „ � � .o i- \: :t�..:.::::::::::::.::::.:::::.:..:: PROVIDE N 2 .o 1 .,�,. ..... ... .. . ... ....... PRO E CO T 20 GA x 3 G90 GALV O O W W N U \• .pP•:::.�:::.�:::.�.�:::::::: TAPE ALL SEAMS EA RMA .....�.�.�.� .�.�..�.....�.�. �.... ..�.�.�.�. N .7.,........,t........................ A EAM Wi W THE TE . . P FASTENED T z STRA FAS NED O S ( BLOCKING OR :, ..:::..., .111 Fanial 8 () J ........................................... .................................... . .. ...................... .......................... CONSTRUCTION TAPE BY DOW x u irjoiv .09 RING AN I 1 !.1 �. G H KNAL FASTEN B M ::•:.::::::.:::::.: / S S AS EN 3 FIBER CEMENT PANEL .. ... ... .... _� WEATHER RESISTIVE F .. .. i VE SS Js 1 { RAP G S L 1 1 .r •,fir••- SIDING SIDI TO METAL STRAP BARR ER -� - PW/ET .>r T INSTALL SIDING W/NAIL � . :TE IN SP :e ��:• .1 X 1.5 .25 E . Til, 00 X HD 4 4 � H . BATTENS; OLD S 14 4 C ORZ T N H @ S' , WHERE IR J I HER RE U ED ....... ... ...... . YL EXT H ATH .:fi:.E E G •.:•�s :: . ' FA NIN •.::. ',-110„,„olio •• ° I j FASTENING - ° PATTERN ATTE N PRIOR RI A B T s .j. ° HO ZONT L AT EN AT I REINFORCE CORNER W/(2) ° NFO C ER 5�'��`•"� T IN O ID G S E HORIZONTAL PAN L E D E „ f. G ...... . ........ ....... 24 PIECE OF WEATHER IE O I L TN OS LATI N I � S O LOCATE OVER SOLID F MIN f t RA G. J RESISTIVE BARRIER :..... T WHETHER E DI JAM S HAR E FIBER CEMENT P EL :,., bl I � AN tt �• INDICATED DICA ED IN WEATHER B TER• ° A ER BARRIER: s ................................................ .................... f• FASTEN E A N PAN L 6 O.0 T ... ... ° S .A EDGES A t DETAILS OR NOT ° „ „ :•s �'''' W THE TE PLUS HOUSEWRAP EA RMA LU US WRAP •d C IN FIELD W 2 - 8O E /.09 SHANK 12 U�/ .......... S A x2 / W111611.1A I!i•- WEATHER RESISTIVE BARRIER LAP � -P ...... . BY DOW H .225 D RING SHANK NAILS IL FASTENED MN \ . SUPPLEMENTAL AL �� ... S STE :'.:*_ 1.=.11.1 I. AROUND CORNER 12 EACH SIDE PPL MENT ° INTO STUDS P T S UD & PER REQUIREMENTS INSTALLATI N O S OF . O CV .......... ............... ... ...... INSTRUCTIONS ° ES LEGACY REPORT NER-405&SECTIO•FRAMING `� 1 FIBER CEMENT PANEL �\ CONTAINED IN Ø#'SD. 4 05.17.1 I3 INTERNATIONAL NOTE: TECHNICAL BUILDING CODE NOTE:TYPICAL TRIM MATERIALS FASTEN PER MANUFACTURERS BULLETINS SHALL ::::::::::::•'-- ,' 2" NOTE:ALTERNATIVE DETAIL NOT REVISED TO INDICATE 5/4 NOMINAL INSTRUCTIONS W/PLASTIC CAP BE APPROVED IN SUPPORTED BY INSTALLATION THICKNESS MATERIAL PER PULTE NAILS @ 16"0 C.EACH WAY. OGIAL BUILDING NOTE: INSTRUCTIONS HZ-10 (APRIL 2009)OR OFFICIAL OR THE ` - SEE A2/WP-300 FOR WEATHER NER-405(APRIL 4,2004)MUST BE 3 APPROVED IN WRITING BY LOCAL ' ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION BUILDING OFFICIAL TO INSTALLATION I lib. A4 OUTSIDE CORNER @ PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION A FIBS- CEM 1 PA BUI • UP 0) WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: N.T.S. ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: EXTERIOR SHEATHING EXTERIOR SHEATHING flip , 6 WEATHER RESISTIVE BARRIER ... ... : ... ..: ........ .. . . ... ... . .. :..:.. - . . .. .. .:. , . . ... .. .. LAPPED O/HEAD FLASHING - WEATHER RESISTIVE Ij'6 T T T T1 BARRIERLAP O/METAL EXTERIOR SHEATHING• • N . VERT. BATTEN I i THRU-WALL FLASHING / . 41 . WEATHER RESISTIVE BARRIER VERT. BATTEN BEYOND �24 GA. PRE-FINISHED G-90 GALV. I / j � di/ .1111ii-e_H,:: FIBER CEMENT PANEL / J FIBER CEMENT PANEL .- I B R CEMENT P EL O VER iiitY■. � � � � � I FI E AN N T SEAL W.R.B. TO METAL FLASHING 1 % J BATTENS PROVIDE HORIZONTAL -��`��-��'��N/ A WIO:::: I HORZ. BATTENS @ PANEL ENDS BATTEN PANEL EDGES / 1� W/NON-SKINNING BUTYL - _ / g„ @ / PER DETAIL A1/WP 3.00 I �� • FIBER CEMENT PANEL 2" 110° /MINI k_.w / 3 I t �" rill ' :, •HORZ. BATTENS @ PANEL / BLOCKING AT PANEL EDGES h ►��:�� lip ENDS PER DETAIL A1/WP-3.00 '� HORZ. BATTENS PANEL ENDS MPS @ EXTERIOR SHEATHING PER DETAIL A1iWP-3.00 --w ©�4 NOTE: -- I 3 / REINFORCE CORNER W/(2) / 24 GA. PRE-FINISHED METAL BRACKET FLASHING. L .� • / SEE DETAIL A2/WP-3.00 FOR 24 GA FLASHING OVER 24 PIECE OF WEATHER I / SECURE WITH A MIN.4 PANCAKE HEAD SCREWS. K 1.� �' .:1;.: / /W■WEATHER RESISTIVE BARRIER - _ FLANGE SHALL EXTEND PAST FACE OF CLADDING • BELLY BAND • 2 RESISTIVE BARRIER ;011_,411!.::.:::;LAP DETAILS TO ALLOW ATTACHMENT OF SHROUD AFTER- / 5/4 X6 SPF PRE PRIMED BELLY BAND; w p WEATHER RESISTIVE / CLADDING IS INSTALLED BACK PRIME ALL CUT EDGES INSTALL / BARRIER LAP CORNER 12" HOSE BIB I / -r -- ----J O AS W/ 6d V / EACH SIDE/ VENT SHROUD, 24 GA. PRE-FINISHED i BARK SIDE UT F TEN (2) 1 GAL •� NO. DATE ISSUE / - METAL.SECURE WITH CLOSE ENDED NAILS @EACH STUD; SET TO FLUSH CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN PO' R T • ;C- S • % SEAL AND PAINT © INSTALL SIDING W/NAIL SPACE 1 07.27.10 FOR BID 6 A�i NON-SKINNING BUTYL SEALANT - - I ; 9 : : _ • A, INSTALL SIDING IN MODERATE lir �� 1 PART POLYURETHANE II% TO WOOD TRIM �► I d CONTACT WITH VENT HOUSING / 08.13.10 FOR PERMIT SEALANT(TYP) , INSTALL SIDING W/TAMLYN P. � / M■ A:: J-MOLD IN MODERATE r , I / CO TA T IT W•OD TRI 18 x 18 PIECE OF 30 MIL EPDM TARGET ' 1171 SPF TRIM FULLY PRIME ALL END ,i 09.23.10 REVISION ILI QUICK FLASH P-50 LAP WRB OVER I FLASHING; CUT HOLE FOR / CUT HEM BACK AT % CUTS IN FIELD;ATTACH W/16d HOT PENETRATION&NAIL TO SUBSTRATE ( " I I .. : JOINT TO ENSURE �; . DIPPED GA.V. FINISH NAILS @ 16 O.C. TOP LAP BOTTOM FLANGE OVER I / /FLASH AS DETAILED � P .4100 - A'"'t WRB BELOW; RE:A3/WP-3.04 1 / ., TIGHT FIT I _ I. WEATHER RESISTIVE O., 1 I BARRIER UNDERNEATH ` '/ FIBER CEMENT SIDING ON VERT. --7 4 TARGET FLASHING ,� IBER CEMENT PANEL / • BATTENS INSTALL W/MODERATE NOTE: NOTE: INSTALL BEFORE BELLY �/ ,„ HEAD FLASHINGS TO HAVE END DAMS SEE DETAIL A2/WP-3.00 FOR BAND CONTACT TO THE WOOD TRIM WHEN FLASHING LENGTH IS >6" \ - WEATHER RESISTIVE BARRIER THRU WALL FLASHING NOTE: LAP DETAILS HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION @ FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLASHING LENGTH IS >6" B1 INSIDE CORNER @ PANEL SIDING WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: CU 1 1/ EXTERIOR SHEATHING EXTERIOR SHEATHING w (^ 0 ; I WEATHER RESISTIVE BARRIER; LAP 0/ WEATHER RESISTIVE BARRIER; LAP O/HEAD W LI.J Q ce WALL AND SOFFIT EXTERIOR SHEATHING HEAD FLASHING&SEAL W/ quip FLASHING SEAL WITH NON SKINNING BUTYL ASSEMBLIES PER ARCH / IIIII Lo OA I / NON-SKINNING BUTYL SEALANT SEALANT 0 • •/ WEATHER RESISTIVE BARRIER "I VERT. BATTEN VERT. BATTEN I / ;; LL (Y) _ / / f I - i / 24 GA. PRE-FINISHED METAL / / 7 ■ CZ w�-�� BATTEN I / HEAD FLASHING W/END DAMS / FIBER CEMENT PANEL W G• ® w• 7 \` / FIBER CEMENT PANEL / I 1 / HORZ. BATTENS @ R. -I'/ .. / I ENDS PER DETAIL A1/WP-3.00 24 GA. PRE-FINISHED METAL I -� ri II HORZ. BATTENS @ PANEL ENDS PER I HEAD FLASHING W/END DAMS / O c BATTENS&SOFFIT PANEL I DETAIL A1/WP-3.0 / FIBER CEMENT PANEL th • / /•C I I I / r / HORZ. BATTENS @ PANEL 0 .lo I a i 24 GA FLASHING _ / "'^^ . / I CEDAR BLOCK, PRIMED ALL 6 SIDES,&SET IN ... ENDS PER DETAIL A1/WP-3.00 v, 5/"x 3"TRIM 0/BATTEN INSTALL ` i I / / €' NON-SKINNING BUTYL SEALANT 4 r . I - IN MODERATE CONTACT WITH BATTEN �' A JUNCTION BOX it 3 / / • 3 SOFFIT PANEL . '/, / s or� LIGHT FIXTURE 1- «k. ,• INSTALL WITH TAMLYN J-MOLD AT TOP /4 SPF PRE PRIMED BELLY BAND BACK �- / ` EDGE IN MODERATE CONTACT WITH / PRIME ALL CUT EDGES INSTALL BARK ' WOOD TRIM / / SIDE OUT FASTEN W/(2) 16d GALV :: � - �J CONDUIT / � j / NAILS EACH STUD; SET TO FLUSH , 'p / .. •@ 1 ,.•. BATTEN SEAL AND PAINT 2 X 2 RABBET 1 i /1 d . I / ` III INSTALL SIDING IN MODERATE FIBER CEMENT PANEL I / / HORIZONTAL BATTEN AS OCCURS •: NOTE: Mir CONTACT WITH JUNCTION BOX , AT PANEL SIDING ill / d N , _ � /SEE DETAIL A2iWP-3.00 FOR Q H 5�, / WEATHER RESISTIVE BARRIER OVER TOP FLANGE,WRB / DRAWN BY: JL, SH, JR // / I / LAP DETAILS 3 INSTALL SIDING IN MODERATE UNDERNEATH BOTTOM FLANGE I CHECKED BY: CRM / A CONTACT WITH WOOD TRIM 4 RE:A3/WP-3.04 43 WEATHER RESISTIVE BARRIER / / 1 II , 10° I SCALE: AS NOTED 4 NOTE: NOTE:. • . . .... 4" I / HEAD FLASHINGS TO HAVE END DAMS ( / ` original sheet size 24 x 36 EXTERIOR SHEATHING / / BATTEN . / 110° > SEE DETAIL A2/WP-3.00 FOR I ••I / d 110° I WHEN FLASHING LENGTH IS 6 WEATHER RESISTIVE BARRIER/ IBER CEMENT LAP - i �/ LAP DETAILS / :: "' ') I / S PROJECT NO: 20 10.P33940DCS P s ± .1 / R SHINGLE SIDING I _ I / 1 I / I / \ SHEET NAME: / / n� / /•.� NOTE: • V HEAD FLASHINGS TO HAVE END DAMS I CLADDING WP DETAILS y„ NOTE: HEAD FLASHINGS TO HAVE END DAMS WHEN FLASHING LENGTH IS >6" t 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 WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00) SCALE: 3"=1'-0" ARCH REF: WP 3.00 ......... -��j • WEATHER RESISTIVE BARRIER 0 WEATHER RESISTIVE BARRIER L4 12" FLASHING BIB SLIDE UP THRU SLIT OVERLAP IN WEATHER RESISTIVE BARRIER MIN.24"x 24"TARGET FLASHING, CUT 12" o FROM EPDM.WEATHER LAP WITH 61 -....I-- OVERLAP a ARE HOLE PENETRATION J RESISTIVE BARRIER SHED WATER. SEAL PENETRATION TO SEAL 12° N SLIT IN WE THER OTHER FLASHING COMPONENTS TO SQUARE BUTYL I _ z FLASHING WITH SEALANT. ! 12" ��. N 0 1 - I T BARRIER E AL WEATHER RE S RESISTIVE BA •iii . .iii SE S SEE DETAIL B2 P3.02 HOLE FOR PENETRATION 6 d- z . •"'-��: i iil��ii� BIB TO FLANGE WNVEATHER u o I T F DIAMETER OF CUT 60%O RESISTIVE BARRIER TAPE _ I . I cn co p o PENETRATION FOR SNUG FIT �� : : - O O O � Ji _bk ! Q °�JOINTS W/TAPE LOUVER ASSEMBLY WITH SWING TYPE �� w w i w w J w i � I I N ill , //_ .. I i 6 z WITH MIN.4 PANCAKE HEAD SCREWS. >- ROUND HOLE PENETRATION }::;:::«:::;.rr• � X• w SET FLANGE IN BED OF SEALANT. T '`. CO° `cn�' w uQ. U I 12 X12 PIECE OF 30 MIL EPDM CUT �� auTY� I z II LE F' R PENETRATION. NAIL TO st=agy — I o 4 OVERLAP 4 OVERLAP HO O ::- �. SUBSTRATE @ 60%OF DIAMETER SIZE _ m (V CLADDING SYSTEM FLASH @TOP EDGE 6 O.C. - I :j<.<> >f- __ � I tiO I I II REINFORCE C / ' I 24"WIDE CONTINUOUS HOLE FOR PENETRATION CUT rf ° T �Ti W.R.B. I( :;:; 60/o OF DIAME ER OF f I ?`= "," ,: a ' � PENETRATION FOR SNUG FIT -�--��I I •• "%L. 5/4 SPF PRE-PRIMED I I LAP TARGET FLASHING — I , SIDING SEAL BOTH NOTE: _ J SIDES W/SONOLAST 1 OVER WEATHER t_ RESISTIVE BARRIER 150 WHEN PENETRATION IS 3%"DIAMETER 2 OR LESS, USE 12"X12"FLASHING SELF ADHERING MEMBRANE FLASHING - hAA‘ WA' WHEN PENETRATION IS > 3%2", REINFORCE CORNER W/ AT SIDES AND HEAD OF BRACKET. INCREASE FLASHING SIZE TO 18"X18" 12" WIDE CONTINUOUS W.R.B. SEAL ALL PIN-HOLES W/SEALANT. FIBER CEMENT LAP SIDING INSTALL W/NAIL SPACE TO LOCK ON SHROUD COVER WOOD TRIM INSULATION NOT AFTER CLADDING IS INSTALLED SHOWN FOR CLARITY 3 A4 MULTIPLE PENETRATION FLASHING A3 VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE Al LAP SIDING BUILD UP • WP-3.02 WP-3.02 SCALE: 3"=l'-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: L-- 4" 3 VIF '- SINGLE PIECE COPING FOR LENGTH OF e/ PRIVACY WALL 4" \■__ i SEAL W/1 PART .% Z., SQUARE OR ROUND POLYURETHANE SEALANT PENETRATION 7 4) FULLY SEALED AND RIVETED END CLOSURE S\99 Arli 44(1 ..,,,i,-,,,,,::::Woi•- 4 STEP 1) _--�--_� 371, PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING W/ 16" POLYURETHANE SEALANT EXTEND 12" BELOW PENETRATION STEP 3) 24 GA FULLY SOLDERED G90 / PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN'U'CUT; CUT TIGHT TO • • • • . . . . . . . . . . . . . . . caz GALV METAL SADDLE // / PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW STAPLES —�" i /' /// N0. DATE ISSUE f / - z B3 SADDLE FLASHING @ PONY WALL / / .// -.}/.. __ IN 07.27.10 FOR BID . .. ............ ... .. . iii0 • ISSUE �, / Zip I PRE-FINISHED METAL CUT BACK HEM ON S LICE SCALE: 3 -1 -0 ARCH REF: / ,• ".. PLATE TO FORM:TIG FIT � ' 2 08.13.10 FOR PERMIT EAL W/1 PART POLYURETHANE /PIN HOLES, COLOR A� /// ./.7/1. - PER ARCHITECT // . . ./ 09.23.10 REVISION CLOSED END 4 2 a /,// PREFINISHED RIVETS NOTE: ✓ . ,• / , / / SEE C1 WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET 16" STEP 2) (PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT AROUND PIPE 24" PENETRATION; CUT TIGHT TO PENETRATION AND ATTACH 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"=l'-0" ARCH REF: WP-3.02 I SCALE: 3"• 1'-0" ARCH REF: . WP-3.02 SCALE: 3"=l'-0" ARCH REF: EXTERIOR WALL 5 3. CO SHEATHING PER STRUCT © (2)LAYERS 8"EXTERIOR ,ii W v! O aw BATTE W/INSECT SCREEN CLOSURE GYP SHEATHING PER 3 LLI LLI '' rr ARCH 24 GA COPING, TONGUE CLOSED Q I . ... .. / I�� WEATHER RESISTIVE BARRIER,SEAL OVER DOUBLE CLIP SUPPLY cc I \ ` WEATHER RESISTIVE BARRIER L C ile TO FLASHING WITH NON-SKINNING U I , BUTYL SEALANT . " LAP SIDING O/VERT. BATTENS N LL cis)\ I I WEATHER RESISTIVE BARRIER Q = r "0 LAP SIDING :. ' �� 1 STARTER STRIP � � �LIA . / W Z ® �EXPANDING FOAM TAPE ..... . 2 _c (i)///—///—///—///—//// V I-°'\ \ 24 GAMETAL FLASHING I , I FM, ISM A. GALV. 111 t , v I CONTINUOUS CLIP ARIMIIPPIPP- _....muirmit _ EPDM OR FOAMED : C� • - 111/ V A ILL POLYETHYLENE S (I) 1 ...10.1.) SEALER [9I ( M . : ` . — HAND CLOSE OPEN HEM a 2X6 SPF PRE PRIMED BELLY BAND; 11" r I I BACK PRIME ALL CUT EDGES `. I I DECK FRAMING 2 I :.•-:.; STALL BARK SIDE OUT FASTEN W/ ' \‘,/ Q IN I I PER STRUCTURAL T 1 ::4 (2) 16d GALV NAILS @E=ACH STUD; z ' SET TO FLUSH SEAL AND PAINT I `: - :: I LAP SIDING a .- • I . . . •. .• I I .. 2x4 2x4 • PER STRUCTURAL I VERT. BATTENS \■. .} SHEATHING IS NOT TO . . . COME IN CONTACT W/ I I WEATHER RESISTIVE• •CONC AT SILL PLATES a a a • SLOPE 5%AWAY I I BARRIER DRAWN BY JL, SH, JR FROM BUILDING I :" °:: I I I d 4.1 GRADE I I ' © CHECKED BY: CRM 4 i . (2)LAYERS$"GYP SC " : .• I SHEATHING PER ARCH SCALE: AS NOTED A i --17 . • t . J, A - original sheet size 24 x 36•• NOTE: \• 4 4�� COPING COVER TO BE FORMED OF SINGLE - , a. f r 1 - . .. 1 - I CONTINUOUS PIECE AT PARTY WALLS; PROJECT NO 2010.P33940DCS 110° • :... ' REF-B5/WP 3.02 FOR END CAP•: A ••„_ .•. . .. . . . .. •-.-::,:: SHEET NAME: • p,__.:_ 6_\/\__,6,• . 4 i,r 1, I CLADDING WP DETAILS .--*'7 r...f_ 1-.." SHEET NO: C3 PONYWALL FOOTING AT DECK ,, PONYWALL AT DECK LEVEL Cl PONYWALL AT DECK 2 An WP-3.02 SCALE: 3"=11-0" ARCH REF: VVP 3.02 1 , , . ______ WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: • BATTEN/STUD BEYOND LAP SIDING O/VERT. BATTENS pV WEATHER RESISTIVE BARRIER LAPPED I 0 0/U-BIB W.R.B.TARGET FLASHING; SEE oo I A2/WP303 FOR DETAIL � N SQUARE OR ROUND N z PENETRATION N o u_ - � I U. I Z 00 0▪ w O -O _ WEATHERMATE I ( . moo` . ow h I STRAIGHT FLASHING Za Q Q °o :4-1 I 26 GAUGE BAKED 24 - iII � > � ?' ENAMEL COIL STOCK CONT. INSECT w �.SCREEN z cn !• Jr FLASHING CENTERED o A STEP 1) ///%//// ki >' �' `� z BEHIND SIDING JOINT. ) >- �• W PLACE WEATHER RESISTIVE BARRIER APRON WITH'U'CUT; FIT �,� ` .• o W L � u •II COLOR TO MATCH �� TIGHT AROUND PENETRATION; SEAL TO SHEATHING W/ 16 o `r' ~ " \ \ SIDING COLOR ::, z POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) • o J = i ' ' _1 - = PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN U CUT; CUT TIGHT TO 5 di - ..... .....,/• + PENETRATION; OVERLAP BOTTOM APRON BY 4 ATTACH WITH A FEW STAPLES .,. S S T , i f / Z a \ it/ 7/ BUTT JOINT DO NOT / -//}// '3 3 / / • SEAL /1/ /1// , 1 • N .. .. . . . r A / .„SECTION VIEW / //1±-71---/ r- , ELEVATION VIEW // // i I 3" I EXPOSED BEAM PER STRUCTURAL r 1 LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE 16„ z FEASIBLE. IF SIDING BUTT OCCURS OFF STUD STEP 2) PROVIDE 12” LENGTH OF BATTEN MATERIAL BEHIND PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT 24" — WALL FRAMING PER STRUCT. INSULATION,VAPOR ti, BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. 1"SS SCREWS ABOVE AND BELOW SIDING COURSE. &ATTACH W/A FEW STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& • AROUND PENETRATION OVERLAPPING LOWER SECTION OF WEATHER RESISTIVE BARRIER A MIN. OF 4" LAP SIDING BUTT JOINT FLASHING AZ U BIB FLASHING SEQUENCE BEAM TO WALL A4 Al Z!'i3 SCALE: 3"=l'-0" ARCH REF: WP-3.03/ SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: , HARDIE PLANK . I •I / :• T S / I $ 1/ INSECT SCREEN CLOSURE .1 i WEATHER RESISTIVE BARRIER LAP 0/ VERT LEG OF HEAD FLASHING&SEAL W/NON SKINNING BUYTL SEALANT I / / . $ I / ., I s 4 � / _ 1 . I ,r, tj 10, o1 24 GA. PRE-FINISHED I 1 SADDLE G-90 GALV. METAL HEAD FLASHING I Wi ry STEP 4) I „ . INSTALL UPPER PIECE OF WEATHER RESISTIVE 1-1/4 ! STEP 1) STEP 3) /2 GAP BARRIER OVER UPPER SADDLE FLASHING AND STARTER STRIP i 4 PLACE WEATHER RESISTIVE BARRIER APRON STEP 2) AROUND HSS BEAM PENETRATION INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, , NO. DATE ISSUE WITH'U'CUT; FIT TIGHT AROUND HSS BEAM; OVERLAPPING LOWER SECTION OF WEATHER t BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. 3 �1 I � i SEAL TO SHEATHING W/POLYURETHANE RESISTIVE BARRIER A MIN.OF 4 BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN i G I 07.27.10 FOR BID SEALANT EXTEND 12 BELOW PENETRATION )), ROD&SEALANT BETWEEN BEAM&SADDLE SADDLE&BEAM !!� �,J v-. f::•:•:•.•.. BACKER ROD ••••••• �' 2 08.13.10 FOR PERMIT...,......"..,•••.....•••• ...,.. ...•.•.„..,.•.....•.. ,., ....,.. : .............. .... . ••••••,., ..... .. ::::.... &SEALANT I—0.,„:::::.... .••••• •.. EXPANDING FOAM TAPE BETWEEN •. `� ;;;;;;;;;; II 092310 REVISION SADDLE . .. . AIL• •_•_•_• _, I tIO MAIWAFAIWAIWKIIAKI/WAIIMMAMICIFAMWAFAIAI A . . 16d GALV NAILS 16 O.C. SET i r I 1 :::::i.'::,:: TO FLUSH SEAL AND PAINT •....... „.., ..,.„ ..:•,• `., MIN °,--_ SOFFIT PANEL W/NAIL SPACE !'` TO SPF TRIM BOARD B3 SADDLE FLASHING @ BEAM B2 DETAIL NOT USED (' T\ BEAM @ PORCH WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: ct W can � W W Q WOOD POST W/CB r.t 2 aN cL BASE PER v r , a--� STRUCTURAL -� 0 LC) DRAWINGS n/ = V' M -� 2-PIECE CORROSION FRAMED WALL o E LL t, — s— 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER CORNER W 0 W 0) COUNTER FLASHING FLASHING SPF TRIM PER -C ( '® ARCH TURN DOWN EDGE OF FLASHING '� 6 i + 2 0 u) 2 INTO SAWCUT AT BEAM ON ALL 4 6 TURN DOWN EDGE OF FLASHING ��6 EPDM GASKET SIDES, SET IN SEALANT , INTO SAWCUT AT BEAM ON ALL 4 3.. u) \x SIDES, SET IN SEALANT 1 EXPOSED WOOD EXPOSED WOOD 1 BEAM 2 ..N•.- j_ BEAM . mi,:r_ r---, - + �C 8 i--_„, 1 1 \ ,... k�, 2" • \ •; � ��''''.K�••�-' MIN CONCRETE FOOTING •i \ /:0 / PER STRUCTURAL A • • , • : 1 , ,�., N ,..,." 'F • 1 a• 4 -.- s. • . 4 ' CO } 1 .. GRADE •• . •` f r 1DRAWN• i 4 B Y: J L S H JR 1� 4 4" 1 > °N \ 1 Q c—� Q . . a • CHECKED BY CRM LAP COUNTER FLASHING MIN 2"OVER BASE 1. 4 •• • • SCALE: AS NOTED FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE . y2 FASTEN WITH CLOSED END RIVETS LAP COUNTER FLASHING MIN © • 2" OVER BASE FLASHING original sheet size 24 x 36 FULLY SOLDERED SS r A •a g •BASE FLASHING CORROSION RESISTANT 1 . . . a • BASE FLASHING •• < • • . FLUSH CONDITION W., • «<„ �� • PROJECT NO: 2010.P33940DCS FRAMED WALL ..� ....l...l.. ....w.. � .� ....w�..w .ww....w... .�. ..... CORNER } } SHEET NAME: • t i CLADDING WP DETAILS CORNER CONDITION ,, SHEET NO: G3 BEAM FLASHING C1 POST BASE DETAIL \j\IP WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: 3.03 , ,, WEATHER RESISTIVE 0 BARRIER O/QUICK FLASH PANEL z 0 a J 1 I - LLJ , P QUICK FLASH PANEL °o z N U W � � Z I- O t7. >maw U - ,' BUTYL SEALANT c �- ° c, LeN aQ g U to. E6 d' cC w J 5— --®— W N N I-. U Lit oW W CO Gn I- 1 � H BUTYL SEALANT z i- i Foss 5 Im :.:. QUICK FLASH PANEL .ip .,..:: • , ..:.,. , , - - - . :..,. ,,, 1 1 �..'- WEATHER RESISTIVE BARRIER UNDER .: "'' .......... \` QUICK FLASH PANEL i ' ' I / \ NOTE: WHEN PENETRATION IS GREATER THAN 410, USE EPDM FLASHING;SEE DETAIL A2NVP3.02 3 A4 DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED WP-3.04 SCALE: 3"-,--V-0" ARCH REF: WP-3.04 SCALE: 3"=V-0" ARCH REF: TP-3.04 SCALE: 3"=V-0" ARCH REF: TP-3.04 SCALE: 3"=V-0" ARCH REF:•Ai I 11 . I Ii ih‘, OVERLAP CORNER BY 12" • EACH DIRECTION Iii II i REINFORCE OUTS IDE CORNERS W/34„ WIDE ••I CONTINUOUS W.R.B. I N I i Iii I 1. 0 I I 1 ii• INSTALL W/NAIL SPACE TO �/.� PERI- WOOD TRIM • I FA 0"' , 0", NO. DATE• n n - I ISSUE e4LEikIr9iriiIJII 1 07.27.10 FOR BID ito,`\ms 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN 0913.10 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 EA A DP•IN I B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS B2 DETAIL B1 DETAIL WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: CD W Cn � > W W Q 1 ck 2 ' r cc . O 0 a) Lo O OC =W 0r- � Z ® w CM • Oo) , 1-- o D F— co c \.. ) I DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 J PROJECT NO: 2 0 10.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 ��_ �_ �� WP-3.04 „_ �_ �� \iVP 3.04 SCALE: 3 —1 0 ARCH REF: SCALE: 3 —1 0 ARCH REF: SCALE: 3 —1 0 ARCH REF: SCALE: 3 —1 0 ARCH REF:0 . . INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER '' 0 lae z o FASTEN FLANGES \ a �� _ \� PER WINDOW D ° -- °°rs° \\_� MANUFACTURER o 0 `\ °°_ APPLY A FULL REQUIREMENTS N u �_ °�- BEAD OFSIKA \ H c O z LASTOMER 511 o o� cc BUTYL SEALANT TO \ 0 11J - - HEAD&JAMB INSTALL WINDOW; - Q c ,,„ INSTALL 12"WIDE FLASHING FROM FLANGES WEATHERMATE PLUS WRB STAPLE �' w -' N N ~ u cil ONLY TOP EDGE WITH MIN. SS 1 �F r _ >. J Xx• W CROWN STAPLES WITH MIN 1/2" co a N PENETRATION LEAVE BOTTOM OF ` >< PIECE FREE FIELD FABRICATE AND INSTALL ,�D� % o JAMBSILL PAN REF C3 AND C4/ �\�/ , SEALANT BEAD OF ><'` .I7.... WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO a° e h INSTRUCTIONS ••�•�•��.... SEAL TO TRANSITION ::•■ 7- -CUT SLITS TO ALIGN ••: INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER \\�\\ INSTALLATION BY FRAMER'-i„.„_„_.,_ 0 Ce 0 , --... , --,i, 2 \�\ \ ` ::-''' _` \ o \ `\ O 0 co , ,,, ............ ,..,„,, , --„,„, , , :. , Q i d>gm ("4 LU NI- 3 W J : !d QQ u7 I.' 11 Oo cn F- 44 1 0 I' i.• • F !' m FIELD FABRICATE AND INSTALL �.:. JAMSILL SILL PAN REF C3&C4/ ` :.�:'•WP4.02 FOR PAN FABRICATION •Q �. �: INSTALL EPDM INSTRUCTIONS OR BUTYL BACKED :k:: ' AT SILL EPDM SILL PAN WHERE INDICATED 1 I- CUT SLITS TO ALIGN :�:' BY C4-WP 4.03 WITH SILL AND HEAD \ w . 4%z1.1 ..-... 4 lb.• ..., A 1::: J:'; :''''.' ...• . ;-�,.A',... ADHERE 9 WIDE DOW WEATHERMATE ADHER• IDE DOW WEATHERMATE ::1. ' NOTE:ALL CUTS, SLITS, PUNCTURES OR STRAIGHT FLASHING TO JAMBS, FOLD S ' A IGHT FLASHING TO JAMBS, 1::: ' ; :--.° INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9;�,:,_7.• BREACHES OF ANY KIND IN THE CONTINOUS JAMB SILL, LAP OVER SILL PAN END FLASHING WEATHERMATE WEATHER RESISTIVE BARRIER SHALL BE FULLY SEALED WITH DAMS, EXT1ND 3"'ABOVE ROUGH OPENIN G HEAD AT EACH SIDE 1 WEATHERMATE TAPE IN STRICT ADHERANCE WITH MANUFACTURES PUBLISHED LAP SELF ADHERED FLASHING OVER © INSTRUCTIONS © END DAM OF PAN FLASHING AND SILL Q FLASHING (A1 \ 4 A4 DOW WEATHERMATE DOOR FLASHING SENCE-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: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: II INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER . \ ADHERE 9" DOW WEATHERMATE \ INSTALL DOOR WITH INTEGRAL BRICK STRAIGHT FLASHING TO HEAD OVER MOLD WITH CONT. BEAD OF NON \ �` \\ NAIL FLANGE, EXTEND TO OUTER \\ SKINNING BUTYL AT HEAD AND JAMBS -\\ INSTALL WRB PER A2 I EDGE OF JAMB FLASHING \\ BEHIND INTEGRAL BRICK MOLD \ WP 3.00 TOOL OFF EXESS SEALANT AT JAMBS : INSTALL HEAD SEAL WRB JOHTH N ON :: . `•: :-1:: ::': SKINNING BUTYL ::.::.::::::::::::::::::::::::::::::::::::::•:....: .-.,::::4::::::::::::::::::::::::::::::::::::::::::: SEAL WITH INSTALL EXPANDING SEAL WRB AT JAMBS TO LOW FOAM TAPE PART NO. JAMB FLASHING 1:::::::f::::::::::::::::::::::::::::::::::::::::::: PRESSURE 1639042 INSTALLED IN STEPS 3 E .i.:::::: : :::::::::::::::::: : FOAM SEALER OVER BRICKMOLD AND 4 WITH CONT. BEAD PRIOR TO SETTING OF NON SKINNING HEAD FLASHING ri BUTYL I: :=: ::: : I:: �: DATE ISSUE I:: �: :: :: :::: ::: : :NO. 07.27.10 FOR BID � �: . :: : 08.13.10 FOR PERMIT \ r~rt .1% % .., , 1:::::.••••.•1::::::::::•::.::.::::.::::::::::::.:::: 3 09.9.10 REVISION SEE DOOR JAMB DETAIL J : IT %% 4 09.140 REVISION 5 09.2V' i BNie _ _ B J T HEAD USE SUFFICIENT SEALANT FOR SEALANT TO BE QVISIBLE, TOOL OFF EXCESS e A,. B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: to SLOPED BUTT JAMB TRIM TO HEAD W v! 0 0 WEEP AREA PRE MEASURE TRIM 1� ' CENTER SECTION INSTALLATION BY SIDER INSTALLATION BY SIDER I W W Q''\A �, ° INSTALL HORIZONTAL SET HEAD TRIM 1/2"ABOVE Et 2 , ec -= BOTTOM SLOPING SURFACE U '*'' \` BATTENS TO SUPPORT ® LO 1;- .■ ,' ! 4 OF HEAD TRIM (ON TOP OF .. j, \� PANEL SIDING EDGES AS END DAMS) %L.\ L1OCCURS ' I \ U) ° Ca : � I : 2kI �It-WHERE SILL WILL i�I :� °� ,. ■ ° ® V� 2 CONTACT FRAMING GLUE TAB AREA BOND WITH `=� / TO FORM FULL BED \ SUPPORT ENDS OF SID NGY ` PVC CEMENT PER CEMENT - , %%,7 ° ® MANUFACTURER AND �J OF SEALANT FIELD MEASU' AND JAMSILL INSTRUCTIONS -4' ASSEMBLE JAM L J� 1 /..... PIECES TO FORM l�' � a - SLOPED c' ONE PIECE SILL WEEP AREA PRIOR TO INSTALLING IN OPENING ' BACK PRIME AND INSTALL i. SIDING WITH NAIL SPACE FOR , . N TO DOOR FRAME CONSTRUCTION i 4 11% DRAWNBY: JL, SH, JR LI 4Z III I CHECKED BY: CRM II SCALE: AS NOTED i I, original sheet size 24 x 36 } S%4 ‘L ., 1 II PROJECT NO: 2 0 10.P33940DCS , SHEET NAME: 4 4 DOOR FLASHING SEQUENCE SHEET NO: C4 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY ONLY) C3 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY) C2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 9 RAIN SCREEN BATTENS e Cl DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 10 SIDING WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: 'AlP 4.02 __. WALL FRAMING PER WALL FRAMING PER - EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, STRUCT. STRUCT. INSULATION, VAPOR BARRIER, INTERIOR FINISH EXTERIOR SHEATHING INSULATION, SHEATHING PER STRUCTURAL VAPOR BARRIER, HARDIE LAP SIDING MATERIALS PER ARCH Jr- EATHER RESISTIVE BARRIER; HEAD VAPOR BARRIER, INTERIOR FINISH 0 • , FLASHING AND SEAL WITH NON INTERIOR FINISH I 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 z ARCH. 9"WEATHERMATE STRAIGHT \\\ SEAL WITH BUTYL 411■4111011FAIIIN o- / 1/ S FIBER CEMENT PANEL Ol BATTENS WEATHERMATE 9"STRAIGHT a FLASHING JAMB FLASHINGS I % FLASHING TAPE LAPPED O/ BEYOND p gio ` LLII I / WINDOW NAIL FLANGE z 9 WEATHERMATE STRAIGHT ( I © o .......................... LAP • SIDING W/STARTER / JAMB FLASHINGS AT EACH - III !; N A P z / BAR ON VERT. BATTENS / END OF OPENING I 141 24 GA. PRE-FINISHED METAL 0 z 0 z t II HEAD FLASHING FASTEN 16"OC 0 a / F4 •�z 24 GA BAKED ENAMEL METAL `I cn STRAIGHT FLASHING LAPPED OVER / .I >!I i, HEAD FLASHING; FASTEN 16 OC �I WINDOW FLANGE 14' _ ,'_ - ' VERTICAL TT INI STRIP O/VERT. BATTENS Q o 23 u 24 GA. PRE FINISHED METAL V RT CAL BA ENS W/INSECT SCREEN / 1 < o _ °c t HEAD FLASHING; FASTEN 16" Al I! WRAP CLOSURE •: / I`i HORIZONTAL BATTEN; REF Al /WP 3.00 FOR 111000:P111:1., �1'I _ o ?z © / 24 GA. PRE FINISHED METAL oc H/I I I I �1/ w d- d' ow/ OC AT BATTENS STRIPS STARTER STRIP 1 ADDITIONAL INFORMATION M HEAD FLASHING FASTEN 16"OC AT '-" •o `0 1-$ I , 4 II � v� --� W III �. SPF WOOD HEAD TRIM PER ARCH FULLY PRIMED /! 11 EXTERIOR SHEATHING r BATTENS © w 1- N N z�1 I I SEALANT PER PULTE DESIGN II / :. ..<.<..<:. }- J •• W I l�r o w u OVER HORIZONTAL BATTENS FASTEN WITH 2 /' � TANDA ` 24 GA. PRE-FINISHED HEAD FLASHING• - € � � ) /I �_� S RD ( i 1 I\ PRE PRIMED SPF TRIM PER ARCH PRIME oo cn �- ,,,_\ 1 it 16d HOT DIPPED GALV NAILS W/FINISH HEADS I� = . i� I �' ,� FASTEN 16"OC / `��@ ,! yi i`� 1 i . CUT ENDS IN FIELD FASTEN W/16d HOT z r t I 16 OC,SET, SEAL AND PAINT PER ARCH. ! ,:L,J 1 ! PRE-PRIMED SPF TRIM PER AR H PRI I i DIPPED GALV NAILS W/FINISH HEAD @ °€ z I _ _ �-I I \ C ME CUT ENDS IN '� �._ -EXPANDING FOAM TAPE BELOW 1 1 :f I \ _ 16 OC, SET SEAL AND PAINT PER m/ I ` I I FIELD FASTEN W/ 16d HOT DIPPED GALV ILS ��• ,/ NA W/FINISH r- � INSECT SCREEN CLOSURE WRAP ...:..' al 4 FLASHING. PART NO. 1639042 I \ .!.$ / •� © ! �,) I ' \� HEAD 16 OC SET SEAL AND PAINT PER ARCH. _ I ARCH. .- EXPANDING P I ._< ANDING FOAM TAPE BELOW � II h � t j I HIN l��J� EXTEND BATTENS BEHIND TRIM `FLASHING. PART NO. 1639042 I EXPANDING FOAM TAPE BELOW FLASHING. PART NO. ."'` .. �� PROVIDE INSECT SCREEN WRAP _ `" +— DOOR FRAME WITH INTEGRAL I`� ` 1639042 ik 11 A i d- -- ��„� CLOSURE 4 ?` J' �' AND AT END DAMS ! �� EXPANDING FOAM TAPE; PART Nil. Hi_ BRICK MOLD PER ARCH. �•-. . -�� :7" SEAL SEAL AT SPLICES , FULLY PRIMED — r 11 GA. PRE-FINISHED HEAD FLASHING; D 1639042 t WOOD STOP PER I ti 4 W/1 PART ARCH. LOW PRESSURE SPRAY I FASTEN 16 OC POLYURETHANE SIKH LASTOMER 511 BUTYL i DOOR&TRACK SWING DOOR FOAM SEALER !!!m A ► SEALANT SIKA LASTOMER 511 BUTYL /5\LOW PRESSURE SPRAY PER ARCH SEALANT BEHIND NAIL FIN 5 FOAM SEALER 4" INTERIOR COMPONENTS 4 VINYL WINDOW , � PER ARCH. 110° I SPLICE ONLY i:LL REFERENCE Al WP-4.02 FOR @ REFERENCE Al WP-4.02 FOR RUN > l0 FEET ADDITIONAL HEAD FLASHING REFERENCE Al WP-4.02 FOR HEAD ADDITIONAL HEAD FLASHING INFORMATION FLASHING SPLICE �„iid. INFORMATION CUT HEM BACK AT A /,f_ JOINT TO ENSURE _ TIGHT FIT A 5 "'�0-31.4- A4 GARAGE DOOR HEAD A3 SWING DOOR HEAD A2 FIBER CEMENT PANEL SIDING HEAD LAP SIDING HEAD Al y„ WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: . WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: A 5 VINYL WINDOW PER ARCH 4 SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC' DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH 4 BETWEEN WOOD TRIM BRICK MOLD PER ARCH. - HEADS @ 16"OC, SET,SEAL AND PAINT PER ARCH.W/NAIL SPACE TO BATTEN 0 SCHEDULED GARAGE WINDOW FRAME SPF TRIM PER ARCH FASTEN WITH 16d DOOR&TRACK © © 4"WEATHERMATE STRAIGHT ST4RA GHTTFLASH NG HOT DIPPED GALV NAILS W/FINISH HEADS @ 16"OC, SET, SEAL AND PAINT BATTEN FLASHING OVER NAIL FIN AND PER ARCH. WRB WEATHERMATE PLUS � '� _ - 2 x 4 TRIM PER ARCH 5 9"WEATHERMATE JAMB 4 UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN FLASHINGS REF A4/WP 4.01 4 TRIM AND WINDOW FRAME 4 FIBER CEMENT PANEL INSTALL WITH 9"WEATHERMATE NAIL SPACE TO WINDOW TRIM STRAIGHT FLASHING VINYL WINDOW FIBER CEMENT PANEL INSTALL 2 x 6 WALL FRAMING PER STRUCT. SIDING -qui gum I ..... A WITH NAIL SPACE TO DOOR 9"STRAIGHT FLASHING AT JAMB FRAME BATTEN I 9"STRAIGHT FLASHING OVERLAP WEATHERMATE PLUS - CONTINUOUS BEAD OF 9"WEATHERMATE STRAIGHT __ ____ 'r � L*I I ' © WEATHERMATE PLUS WEATHER •- ', SPF JAMB TRIM PER ARCH 111161hil i • �, RESISTIVE BARRIER ��I,��/�I��%/.�I/�i�.,I �� SIKA LASTOMER 511 II . ►. © ` � BUTYL ��tri EXTEND WRB TO JAMB NAIL SEALANT BEHIND NAIL FIN_____ __________ := _ iiiiiiiiiiiiiiiA-iis.�ii � FLANGE j 9"WEATHERMATE JAMB _ _ NO. DATE ISSUE 1 I ✓ SPF WOOD TRIM PER ARCH %/////////////////, • �� . �/ I FLASHINGS REF A3/WP r7 4 Oar! ! ! 4.01 ------ ---------- --- ! �" / DOW GREAT STUFF PRO LOW 1 __ --__*--_—_*---*-\::::::;„7„. . f PRESSURE SPRAY FOAM SEALER 07.27.10 FOR BID � j 1?11I -'- SIKA LASTOMER 511 BUTYL ftYli ----- — ----- j SEALANT BEHIND NAIL FIN FORMULATED FOR WINDOW i �.� SWING INSTALLATIONS AND APPROVED I © O BY 2 08.13.10 FOR PERMIT 11,1A1101. j E MIT DOOR WINDOW MANUFACTURER r-- I A j DWEATHER MATE PLUS SEAL ONTO JAMB FLASHING . / WALL FRAMING PER PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 III STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER VAPOR BARRIER, 5 09.23.10 REVISION I STRUCT. INSULATION, SIDING PER PLAN INSTALL WITH NAIL VAPOR BARRIER, INTERIOR FINISH SPACE TO WOOD DOOR JAMB A INTERIOR FINISH WALL FRAMING AND SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT MATERIALS PER ARCH. MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR PROVIDED BY STRUCTURAL FRAMING REF Al I WP 3.00 6 10.07.10 REVISION AINTERIOR FINISH FOR ADDITIONAL INFORMATION NOTE: BATTENS INDICATED BEHIND MAT IALS PER ARCH. TRIM TYPICAL B4 GARAGE JAMB DETAIL A B3 SWING DOOR JAMB B2 FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB A, „ „ „ WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3 =1 -0 ARCH REF: WP-4.03 SCALE: 3 =1 -0„ ARCH REF: WP-4.03 SCALE: 3"=1'-0” ARCH REF: CO DOOR DOW SILL PAN @ CORNERS CUT BACK WINDOW PER ARCH Lu vl Q (U THRESHOLD DAM AS NECESSARY TO FIT UNDER FASTEN FLANGE PER TOE BEAD OF NON SKINNING w 4 MANUFACTURERS Q WIDTH THRESHOLD SET CORNER IN FULL BED 24 GA. 1/2"X 1/2" BUTYL Kt OF NON SKINNING BUTYL SEALANT � j2" BACK ANGLE VINYL WINDOW PER ARCH. INSTRUCTIONS 0 SBACK SLIDING DOOR THRESHOLD;SET IN JAMSILL SILL PAN W/END DAMS 0 O a) 4L5 ° ANGL- TOE BEAD OF SEALANT BEAD OF SILICONE SEALANT SET WINDOW IN TOE BEAD OF - co FASATAN SK 30 MIL BUTYL NON SKINNING BUTYL SEALANT 1 L. tJ) r BACKED EPDM PAN FLASHING FASATAN SK BUTYL BACKED EPDM w Z � CO �► # 1295030 SILL SEALER EXTEND TO JAMSILL, SET IN BUTYL SEALANT SILL PAN, INSTALL PER C4 O .0 --- -- BASE OF TRIM PER C4/WP 4.01 /WP4.00 OR C3/C4 WP 4.01 2 S c A © fr •F ' I � 4 FOR JAMSILL ALTERNATE, SET JAMSILL IN 0 a DOOR THRESHOLD Jr- -y' •4 :.,_,\ BED OF ABS COMPATIBLE NON SKINNING AllIMIIIIMIK � �� 41Pj BUTYL (CS I SEE ALSO INSTALLATION : -•�� .. .. -I SPF TRIM PER ARCH FASTEN WITH 16d HOT w,,m„' CI) l/4"X l/4" KERF CUT AT 4"OC 1 F�■∎∎∎∎∎∎ ows∎∎ ,� 1 11 ' DIPPED GALV NAILS W/FINISH HEADS @ 16"OC, `Il �� SPF TRIM PER ARCH FASTEN WITH SEQUENCE SHEET WP 4.02 --Al Eller _� 16d HOT DIPPED: ` I%�' SET, SEAL AND PAINT PER ARCH. POSITION TRIM GALV NAILS W/FINISH HEADS @ 16"OC,SET,SEAL AND 1 1 ( .I'I I WI NAIL SPACE TO WINDOW FRAME AND SIDING PAINT PER ARCH. POSITION TRIM 1/4"X 1/4"KERF CUT AT 4"OC ` O WITH NAIL SPACE TO iia� i oun 4 BEVEL TOP EDGE WHERE PROUD OF WINDOW SPF TRIM RIPPED FROM 2X MATERIAL FASTEN W/16 d �� / �� OW -/ I\\\. WINDOW FRAME, BEVEL TOP EDGE WHERE PROUD OF „ �I ,/.I ,-' • 2 X 6 SPF TRIM PER ARCH FRAME, PRIME ALL CUT EDGES WINDOW FRAME PRIME T BEVEL EXPOSED ME ALL CUT EDGES NAILS @16 OC BARK SID OUT, �■ � - l MIN -� I )))�' 4 1�' HORIZONTAL BATTEN P CORNER AND INSTALL WITH MODERATE CONTACT TO � O ROVIDE SOLID BLOCKING OR 4 �I d ', 1 STRAP AT PANEL EDGES IF NOT PROVIDED BY ' �� THRESHOLD, BACK PRIME ALL CUT EDGES 1 , d . f �� I I , SILL FLASHING WRAP FROM b" ' 3 "x "POWERS z III STRUCTURAL FRAMING REF Al /WP 3.00 FOR FOR S/S /6 2Y2 OWE S SPIKE ADDITIONAL INFORMATION 24 GA. PRE-FINISHED `: ` I 0 4• . IL II WEATHERMATE PLUS WEATHER RESISTIVE C @ 6 O.C. STAGGERED; 4W0i4P1 BARRIER 12"TARGET STAPPLED UNDER FLASHING FASTEN 16 OC / `� ii— FASTEN INTO PRE-DRILLED �• oo CO N STRU CT I O N I �' HOLES II WEATHERMATE PLUS WRB TUCKED SILL PAN LOWER LEG ' - � LAP SIDING W/NAIL SPACE BEWEEN•a 4 III UNDER SILL FLASHING TARGET A T:::SIDING 4„ © /4 / / II EXTERIOR SHEATHING B DRAWN BY: JL, SH, JR • 9”WEATHERMATE STRAIGHT / 1 ( SILL FLASHING WRAP FROM WEATHERMATE PLUS / 110° FLASHING COORDINATE p / III / WEATHERMATE PLUS WRB TUCKED UNDER CHECKED BY: CRM• WEATHER RESISTIVE BARRIER 12 TARGET STAPPLED _„...,,,, i/5\ LOCATION WITH STRUCTURAL SILLFLASHING TAR ET p I WALL : di!, UNDER SILL PAN LOWER LEG / I SCALE: AS NOTED �„�i� FASTENING 4 . . � 11 EXTERIOR SHEATHING•© 0 I FRAMING A I• i''7 4 24 GA. PRE-FINISHED METAL p I ; / AND A 4 BATTENS I d \ _ A , A \ original sheet size 24 x 36 / FLASHING FASTEN 16"OC p ' I SHEATHING \ \ J /' I / FIBER CEMENT PANEL f I PER STRUCT.© INSULATION, WALL FRAMING AND SHEATHING I / VAPOR CONCRETE PER STRUCTURAL PER STRUCT. INSULATION,VAPOR PROJECT NO: 20 10.P33940DCS DECKING,JOISTS&HANGERS / BARRIER, BARRIER, INTERIOR FINISH SHEET NAME: I AND LEDGER PER STRUCT. INTERIOR I MATERIALS PER ARCH. NOTE: TYPICAL TRIM MATERIALS WEATHER RESISTIVE BARRIER , FINISH REVISED TO INDICATE 5/4 NOMINAL MATERIALS THICKNESS MATERIAL PER PULTE WINDOW WP DETAILS LAP SIDING 0/VERT. BATTENS PER ARCH. SHEET NO: C4 DECK DOOR THRESHOLD iL_� C3 SWING DOOR THRESHOLD C2 FIBER CEMENT PANEL SIDING SILL C1 LAP SIDING SILL I WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: \JVP 4.03 LEAD CAP OR OPTIONAL LEAD PIPE 24"MIN. 3 SHINGLES CUT FROM 3-TAB OR FLASHING TURNED DOWN PLUMBING VENT PIPE RIDGE SHING ES OM 3 SHINGLES INTO SOIL STACK 1" (SOIL STACK) FASTEN METAL W/#10 X 1"PANCAKE _ _ • _ USE PRE-FORMED RIDGE SHINGLES FROM MANUF. (DO NOT BLOCK I.D. OF PIPE) HEAD TYPE'A'SCREWS, MIN. 12"O.C. PIPE PENETRATION; INTO PRE-PUNCHED x 2 OVAL HOLES I DOUBLE HOT DIPPED 0 EXTEND METAL FLASHING SET BASE IN MASTIC u. ! 1 I GALVANIZED NAILS o BEYOND PENETRATION 4" a i LAP VALLEY METAL 8"MIN.& ON UNDERLAYMENT FASTEN ONLY THE BOTTOM O J INSTALL RIDGE SHINGLES TO SELF-SEAL 1- (TYP.)IN ALL DIRECTIONS ; LAPPED VALLEY METAL. SEE } SET IN TWO BEADS _ � ' �' j SELF ADHESIVE MEMBRANE‘I ..'...' P J POLYURETHANE SEALANT WI1 H UNDERLAYING RIDGE SHINGLE z . ..�.. �/ VALLEY METAL SECTIO , B4 P ; � J BACKER PLATE e- \ r RED Z F �- :. :. .". OR SEALED TO RIDGE ..............:............ S 0 . 5.02 - W N � � J o METAL VALLEY FLASHING W/ FLASHING TO CLOSE GAP. o COMPOSITION UNDERLAYMENT TO EXTEND K V. J.. RIDGE UNDE:RLAYMENT; Allroiro, u.. CENTER / .. -.. ....' .40r, :LAP EACH ROOF PLANE °� w ,., ASPHALT SHINGLES ONTO VALLEY METAL FLASHING J SEAL PIN HOLE N o = / \ :. &SEALED W/MASTIC N14/# i FULL SHEET OF SELF-ADHERED ND UNDERLAYMENT Q ^ Z CHALK LINES DIVERGE/$"/FT MEMBRANE OF SHAKE FELT IN TO TOP OF STEP IMMO NI- ce ea '�� `LLE J • .. . . . .. ... ... .. ... ,,:� .o v �� FLASHING V eii a ,. .. .. � �....:-:.: .. .. .. .. .. SHINGLES MIN 7 F . ........... . x w . : ' :." ;,; . J :.,,' UNTERFLASHING W/ ct3 Q (411P :; ! I I;fir FHAP . p 1CLIPPED OFF SHINGLE �G CLOSED END RIVETS PND, � NLASH LEAD EY EDGE IN MASTIC ,, J Q� COUNTRFLASH WITH 4" `' / . i STRIP OF S AM BONDED P REFABRICATED ' . . " :: � SET IN FULL 1 f, STARTER SHINGLE TO BE EVEN TO SUBSTRATE ".""..- = ` � -' �-� W/'T'MTL EAVE FLASHING PLYWOOD 4610 .::.:......::. FLASHING COLLAR; II BED OF MASTIC SEAL PIPE TO .: FLANGE CONNECTION .- .. PREFABRICATED F ,\ METAL FLASHING l 40i ; ,I t*/*** PIPE PENETRATION NOTE: . HIP FAST G SIMILAR •STORM COLLAR WHERE VALLEY MTL IS .$0 I i I I II. • **tit? ENIN ASPHALT ALT H I N LE I .� S H SHINGLES S 4 III UNDERLAYMENT NAILED,STRIP EDGES W/ MIN.4"STRIP OF S.A.M. I . CUT OFF SHINGLES AT AN OR WEBBING&MASTIC; ANGLE FROM EACH TAB �� •�i// DO NOT NAIL WITHIN 6" METAL FLASHING WITH �. '�/// OF CENTERLINE. STORM COLLAR • �q/ 11' -..% //' SEAL FLANGE TO CUTTING RIDGE SHINGLES ///-/ UNDERLAYMENT W/ FROM 3-TAB SHINGLES �1' SELF-ADHERED MEMBRANE A4 SOIL STACK PENETRATION A3 OPEN VALLEY FLASHING A2 RIDGE-NON VENTED Al RIDGE MEETS UPPER WALL I WP-5.02 SCALE: 3"=l'-0" ARCH REF: WP-5.02 SCALE: 3"=l'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=l'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER DOUBLE HOT DIPPED OSB ROOF SHEATHING VENT PER ARCH;SE ROOF MASTIC G \/ ALVANIZED ROOFING NAILS FASTEN THROUGH UPSLOPE METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO ` : .'. EDGE UNDER END TO CREATE SECURE VENT TIGHT CONNECTION ` PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS W.R.B.TO LAP O/ • � :: \.. CONTINUE FLASHINGS MIN.2" y TRUSS TAILS A • • • . . . . . . . .UPSLOPE W/ :::>\,,,• :' .. STEP FLASHING yy� SINGLE LAYER OF yyy,` UNDERLAYMENT iidiA . . TOP LAPPED VALLEY METAL -� y • SECURE TOP LAPPED VALLEY TWO e I ?' 500mm STARTER STRIP ; BEADS OF POLYURETHANE I �::_i '''��.,,,`� /.:.'. . SEALANT AA � �. ...t :�'�,...•�°y�"MIN. `mo .. . ... .. . . FASTEN ONLY THOUGH THE , j �' ; DOUBLE HOT � I " �-. � � BOTTOM LAPPED VALLEY METAL. - I. ,..... .:. : °`�, ir / DIPPED ' J 0., BOA -�:;• SPIKE&FERRULE DO NOT NAIL EXPOSED NO DATE ISSUE GALVANIZED �� ; I..; . #.... : `� ATTACHMENT SURFACER BOTTOM LAPPED VALLEY METAL .°•°•° ROOFING NAIL o�:• ,� _ ... ._.: 6 MIN. :.=1-_--4111,';. : I 'f 1 07.27.10 FOR BID UNDERLAYMENT , _...•°•--•-•° L... =� • IN -:- �a • •..... $" ►11111 2 ::;: 1: FOR PERMIT • A� AM O POLYURETHANE r . 26 GA. GUTTER TYXTERIOR ITH CLING.I NOTE: � APRON FLASHING TO BE COMPOSITION COUNTERFLASHED 3"MIN W/W.R.B. ASPHALT SHINGLES &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT B3 VALLEY METAL FLASHING SECTION (1-3 3 APRON FLASHING W/KICKOUT B2 EAVE ADJACENT TO PROPERTY LINE B1 TYPICAL VENT PENETRATION I WP-5.02 SCALE: 3"=l'-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: ..__ A CV W to W W C Q ix 2 o:a- V ® -6 O tt _ M� r W Z ® w al l 2u) .s2.) 2 ® u) : E-- > as t FOR 1 CONSTRUCTION i_____________Th DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } PROJECT NO: 20 10.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02 , . _______ GENERAL: METAL PLATE CONNECTED TRUSSES: 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, 1. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH "DESIGN ABBREVIATIONS SPECIFICATIONS, THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-24 AS PUBLISHED BY THE TRUSS ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. AB ANCHOR BOLT HT HEIGHT 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH TOP CHORD = 25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS ANY WORK OR FABRICATION. f BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ° ACI AMERICAN CONCRETE INST. LG LONG LLJ 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING,AND =5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD SAFETY REQUIRED FOR THE WORK. TOTAL LOAD =45 PSF +SELF WEIGHT APPROX APPROXIMATE MAX MAXIMUM 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND ARCH ARCHITECTURAL MB MACHINE BOLT NET UPLIFT (WIND) = 5 PSF BBO BEAM BY OTHERS MECH MECHANICAL TEMPORARY SHORING REQUIRED FOR THE WORK. 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING W = 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO BO BY OTHERS MIN MINIMUM THE EXTENT SHOWN. THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF- BP BASE PLATE MISC MISCELLANEOUS CO 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT d- LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE,AND METAL SEATS REQUIRED,AND SHALL BM BEAM NO OR# NUMBER DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL I-°' REPRESENTATIVE OF ANY DISCREPANCIES. 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. Q CENTERLINE NTS NOT TO SCALE O 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF CLR CLEAR OC ON CENTERS e n 0 ....i 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. COL COLUMN PCF POUNDS PER CUBIC FOOT 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES& RECESSES. 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3"X 5". CONC CONCRETE PLCS PLACES w ! 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS F--- .... CONT CONTINUOUS,CONTINUITY R, PL PLATE N DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT r 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED z 0 DIA, 0 DIAMETER R RADIUS 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 DIM DIMENSION REINF REINFORCING .. z EDITION AVAILABLE. GRADES: (f� ir: 0 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING =HEM-FIR STUD GRADE DWG DRAWING REQ'D REQUIRED ROOF (SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO. 2 DWL DOWEL RET W RETAINING WALL ® (,-) �( ) EA EACH REV REVISION Z FLOORS 40 PSF 6x BEAMS, POSTS = DF-L NO. 1 EF EACH FACE SCHED SCHEDULE WND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET CO SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR R= 6.5, Ss=0.942, S1=0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND&3RD FLOOR POSTS,ALIGN &MATCH POSTBELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS W ' 24" ETC ET CETERA SQ SQUARE FOUNDATIONS: 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24 O.C. W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF ©48" O.C. TYPICAL. EACH STD STANDARD 1500 PSF ASSUMED. ,_ 12" EW EAC WAY S AND DESIGN IL BEARING PRESSURE 15 S S 1. MAXIMUM SOIL 6. WALL STUDS WITH A HEIGHT GREATER THAN 10 0 SHALL BE SPACED AT 12 O.C. 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. 7. . POSTS AT WINDOW AND DOOR OPENINGS SHALL BE(1) 2x TRIMMER AND (1) 2x KING, UNO. (E) EXISTING STIFF STIFFENER EXIST EXISTING STL STEEL 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM STRUCT STRUCTURAL 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. fc COMPRESSIVE STRENGTH T& B TOP& BOTTOM COMPACTED TO A DENSE, NON-YIELDING STATE. 10. REFER TO DETAIL 1/S7.0 FOR TOP PLATE SPLICE CONDITION. OF CONCRETE, PSI TOC TOP OF CONCRETE CO 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. 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. FDN FOUNDATION TYP TYPICAL 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 1'-0"VERTICAL PRESSURE TREATED (P.T.) LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE 1. MILD STEEL & UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES & HOLDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE 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. r- 1 ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED 3. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GALV GALVANIZED `)' ° ,-1. LL CO C 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE `v COMPRESSIVE-CYLINDER STRENGTH OF 3000 PSI. o 2. CONCRETE FORMS, MIXING, PLACING, AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST HGR HANGER O V '''',.."..,;,..'1,...'' P N EDITION AND SPECIFICATIONS. SHEATHING: ;∎I HORZ HORIZONTAL ' �; 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. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: HSB HIGH STRENGTH BOLT 1 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. L'" 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 A ... . THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, INDEX 48/24 `---4 , a o 3RD FLOOR =3/4" NOMINAL, INDEX 48/24 ., ° a REINFORCING STEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM'TO: 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED. ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. =i 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. M o 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL ... g 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT . x - O N NAILING AND FASTENERS: Q"`\' AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH `�' ADEQUATE LAPS. 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO - ° 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION o BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. OF NAILS OTHER THAN COMMON IS NOT PERMITTED WITHOUT PRIOR APPROVAL. �`' o 2. POWER DRIVEN NAILS OTHER THAN"COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. o. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL A) CONCRETE CAST AGAINST EARTH = 3" BE HOT-DIP GALVANIZED. B) CONCRETE EXPOSED TO EARTH OR WEATHER ��,0 PROT n #5 AND SMALLER= 1Y2 , 4. SHEATHING NAILING SHALL BE AS FOLLOWS: C�� G�NE 4''-''C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER A) ROOF=SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES � ��12 320 R SLABS,#11 BARS AND SMALLER= Y4" 8d AT 12" O.C.AT ALL INTERMEDIATE SUPPORTS ` -� BEAMS AND COLUMNS = 1Y'"#6 AND LARGER =2" B) FLOOR SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES A 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND 7. PLACE 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 01 OREGON ,y Z 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 Y 15,19$ �� 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. "C Gs s N J. Et•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 AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, EXPIRES 12-31-2011 MANUFACTURED JOISTS: U.N.O. 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 MANUFACTURED BY OTHERS SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK SHALL BE SUPERVISED BY A SPECIAL INSPECTOR,AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 0 Q w E 2. ALL BEAMS DESIGNATED "PSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH < . U w co Fb=2,900 psi, Fv=328 psi, E=2.0 MILLION Y4 x 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4'-0" O.C. MAXIMUM AND WITHIN 1 -0 OF SILL PLATE d- �, ,� �, ,� 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. Fb=2325 psi, Fv=460 psi, E=1.55 MILLION w o 0 w 4. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER z z w IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS w `rd i Q 1 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES ° 0 0 0 NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. I 6. TRUSJOIST TRUSSES&JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. I 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. BEARING WALL ELEVATION LETTER 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: . FLOOR LIVE LOAD = 40 PSF ©. ROOF SNOW LOAD = 25 PSF + Jr. NON-BEARING WALL ELEVATION VIEW 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL NW UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS,AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. 0 SHEET WHERE DRAWN 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. _ zo z INDICATES HOLDDOWN ANCHOR 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS,AND ALL OTHER TYPE AND LOCATION 3 0 ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ 1 3 c) WITH A FINAL REPORT. FOUNDATION/STEM WALL SECTION LETTER w --12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL S Aft CHEDULE FOR TYPE BUILDING SECTION TED MEMBERS: 'A Mr - GLUE LAMINA 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE NY SHEAR PANEL 1 .<:>: <<::Miiii: < >6.i:: :.. SHEET WHERE DRAWN I - 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. : ;.;.;, <;:; >. I 3 W ci 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SEE HOLDDON LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SCHEDULE FOR TYPE m ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. w m 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. oo 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. a) BREAK INDICATOR oz ID c V v) = w o_ o0< E a) 0 SHEET NO. 0 cz 0 o. o. Co 1 S 1 a) 0 E co En_ ) JOB NO. CEN-090 6, KEYNOTES O. SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS%4" 0 x 4%2" @ 12" O.C. CD ® SIMPSON ACE6 Os SIMPSON LUS26 @ EA JOIST W ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 0 SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL CD :E 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPENBAIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA / 16'-0" 0 / CONDITIONS SHALL BE PRESSURE TREATED LUM ER 23 W/8d NAILS @ 2%2" O.C. EDGES, 12" O.C. FIELD. 1 4'-7-2 z 8 DIAPHRAGM SHALL BE BLOCKED HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x / 8'-0" /6-/ 2'-10" / <0 @ L STAGGERED WI 8d NAILS 6" EDGES, 12 C. FIELD MIN &NAILS SHALL BE S AGG S@ O C G S, 0 0 9 HEADER SHALL EXTEND OVER SHEARWALLS 2 a' DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 4 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD ...I 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS Z 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12" O.C. N `� � - 1 /„ / - 1 0 r SIMPSON LTT19 W5/8" 0 x 6" LAG SCREWS �� 12 SIMPSON HUC46 (MAX NAILING) 26 PER DETAIL 37/S7.2 iN, 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 El „ 6 5 ►► © Q 14 SIMPSON ECCQ5-6 @;' SIMPSON AC6 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 - z ? . U J /77\,, EXTEND WALL SHT'G THROUGH PERPENDICULAR 0° — WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED O D 1121 12 I1 CO L15 \ - LLI r 6 `+. —I CO ANCHORSCHEDULE , \ s i L \1� SSTB28L O , Cr) C2) SSTB24 4 . 4 S6.0 CD 1" 0 SSWAB HS 1 S6.0 CD 3/4" 0 SSWAB HS • CD '/8' 0 THREADED ROD -I 11E1 in cz, r74, f:• � f" N © 1" 0 THREADED ROD ® : N N O7 1/ 0 THREADED ROD 4" CONCRETE SLAB, 11-81" CD DESIGN AND DETAIL 2 4'-O" +-4 Cn b BY OTHERS, TYP = ,, FOOTINGSCHEDULE h• 8 n, ^l o ® `� r, CD O V CO WO 17 r'1 `1--4 :1,-, O ,e 1 3'-0"x 3'-0"x 10" ., r... 2 4'-3"x 4'-3"x 12"W/(6)#4 BARS EACH WAY @ BOTTON - \ ,,i, =LA OVER l INSTALL FTG THEN POURS B O � 1 6'-0"x 3'-0"x 15"W/(3)#4 BARS BOTTOM LONGIT, b 3 /' \ -3 (2)#4 BARS TOP LONGIT 12 ,� — " n ,� I 56.0 N [4 2-6 x2-6 x12 .73)0 M 1 '...s w O MB© 18" 0 x 12" ; - o CV 4 3 —6 8'-0"x 3'-0"x 24"W/(3)#4 BARS BOTTOM LONGIT, 17 I• S6.0 (2)#4 BARS TOP LONGIT �'9 SZitucTure4t 7 1 5'-0"x 3'-6"x 12" 0, PROT g 4'-0"x 4'-0"x 15 W/(7)#4 BARS EA WAY @ BOTTOM I NE `V _ � ,� 2,320 R fO FTG LENGTH= UNIT WIDTH + 1'-0" EA SIDE(UNO)x 9 WIDTH AS SHOWN x 18" DEEP W/#5 BARS @ 12" O.C. " C-4.444,~..40,„......{ti .� >m sa BOTTOM LONGIT #4 BARS 12" 0.C. TOP LONGIT 2'-0"x UNIT WIDTH + 1'-0" EA SIDE (UNO)x 18" DEEP I c.1 tf OREGON�,y >: Z 10 4 �Y15,1g �` W/(2)#5 BARS TOP LONGIT& BOTTOM LONGIT S6.0 N �. �N � 3'-6"x 3'-6"x 12" 11 3 1 12 3'-0"x 3'-0"x 18" \ S6.0 EXPIRES:12-31-2011 fp U �� 3'-6"x 3'-6"x 18" • `" /1/- M U = w o � Q � N 14 2'-0"x2'-0"x10" 11 /1/i Q U cn S0 0 15 8" STEM WALL W/ 15"x 8" FOOTING, UNO . - 9 0 0 w w 8" 8" I �aN 20 I I z w d- v w 16 8 STEM WALL W/24'x 8 FOOTING, UNO © -4. © © ©� ,,_, = a o 0 U Li 4? \D [17 8" STEM WALL W/ 12"x 8" FOOTING, UNO M\ \ \ j . !' '' \ 118 8" STEM WALL W/21'x 8" FOOTING, UNO o I 20 © I 19 6" STEM WALL W/ 12"x 8" FOOTING, UNO 20 10" STEM WALL W/FOOTING PER PLAN \ 20 \ 1 0 21 4'-0"x 4'-0"x 18"W/(7)#4 BARS EA WAY @ BOTTOM 9 19 S6.0 3 I z z o 22 6'-0"x 4'-0"x 15"W/(5)#5 LONGIT BARS&(7)#5 TRANS BARS @ BOTTOM -3/ 83 O a' '- " 1/ / w 0 10'-5" / 5'-7" / • 3 co 0 a / / — u 3 > CV UNIT BM 0" 3 LOT 46 w Ii FOUNDATION PLAN U A SHEET NO. O S2 SCALE: 1/4" = 1'-0" co o_ Q co L 52 .Q E („ a3 JOB NO. CEN-090 U, 7III 71„ 4 4 ) 2._o-„ 4._9.. 4'-32" 3,_o-, // 7 / / / LLJ 0 DC El) 121„, 1 E Z = .(4-?- 210 CL. 0 O J N H SCHEDULE A C O R I- c::D N SSTB28L O — 0 SSTB24 T 4� a► mr, -1 ® Z I r • °-z CD 1" SSWAB HS 7��ca®�� ri��ref', D Cr) '......11 ® %4" O SSWAB HS I O L _I L u_ 1:". EnD 0 7/ 0 THREADED ROD (2) 2 x SILL PLATE Lll © 1" 0 THREADED ROD O7 1%"" 0 THREADED ROD . I = .. (f) 41� 2'-11" , 7/ ,.. V N ,-j t- N /��/� Vto .- 8 ° b ,,..—.1 -, , (2) 2 x SILL 1 -.. o " PLATE d f f.. .•.. N u, Cl ® •P., , Z P4 'c ';:.:. il.3 -- N onnia:1119 f, W f ;` O - ra, OREULIZZ* 0 PROF ,C.NG1 NEFR Q� SSW15x7 _ , 12,320 9 TEMPLATE W 0_ , ,.,„, ,,,i 'C 't..,,14-141,,,t-e‘.....— /ANCHOR BOLT PER / TOW I I 0 OREGON . . / 197.957 4'S T SCHEDULE SSW21x7 �2 Y 15,V9 ��. TOW TEMPLATE /o TOW N 'C 197.957 W/ANCHOR 197.957 J. EN, /F• BOLT PER SCHEDULE EXPIRES'12-31-2011 . ...3 .4 I� 0 1 2 o 0 L— © I ° j o w w © •. TES �? g v Cu TEMPLATE o o W/ANCHOR BOLT PER SCHEDULE " 42,E 10- 8'-3" 5'-11" / / / // u) 7" / 16'-0" / o z i= a_ E O u) w UNIT BM D — _g i LOT 46 1 1 co IE: TOW 196.78 I w o A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY)I 6 SHEET NO. 0 Q. O. CO Z1-) 52 . 1 j 6Mp'Oaljx-g18 l.!uD\s�iuD\s6p18�.awa6nna\sauaoqunnol laaiO JeWWnS 060-N30lsuald -N3O1(60£)sauaoH xa�uaO - JOB NO. m CEN-090 , I SHEARWALLSCHEDULE KEYNOTES BEAMSOHEDULE POSTSCHEDULE O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 0 (2)2 x 8 15 5%2x 14 PSL(FLUSH BM) 0 4 x 4 H (2)2 x 6 TRIMMER M (2) 2 x 6 TRIMMER z CO (2) SIMPSON SDS SCREWS%" 0 x 4%" 12" O.C. 0 4x 6 O (1)2 x 6 KING 6 x 6 KING SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS ® SIMPSON CCQ66 18 O 4 2 @ JOIST OR BLK'G CONDITION 3 SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST ® (2)2 x 10 16 5%8 x 10%2 GL(DROP BM) O 6 x 6 (2)2 x 4 TRIMMER (2) 2 x 4 TRIMMER -1 @ 0 0 O ( ) O 3 2 x 4 KING a- A Y2"APA RATED SHTG ONE /2"x 10" AB's @ SIMPSON LTP4 @ ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 3 4 x8 17 4 x 6 0 6 x 6 DF#1 (1) 2 x 4 KING ( ) 39 OC (EMBED 7 lir 0 SIDE W/8d NAILS @ 6" OC ( ) 24" OC RIM JOIST SEE NOTE 1, 2 a E (2) 2 x 4 J (3) 2 x 4 16d 6" OC O SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 1/4 x 14 TS/LSL (FLUSH EDGES& 12" OC FIELD @ TO PLATE BELOW ® 3%8 x 9 GL 18 O (1) 2 x 6 TRIMMER DE „ 1 AB's © SIMPSON LGT3 2 SIMPSON ABA66 W/WEDGE ALL BM) F (1) 2 x 6 TRIMMER K (2) 2 x 6 (3)2 x 6 KING z / APA RATED SHT'G ONE /2 ,x 0 AB @ SIMPSON LTP4 @ - M CO B ,� 5 3 lipr SIDE W/8d NAILS @ 4"OC 12 OC (EMBED 7 ) 16 OC RIM JOIST SEE NOTE 1, 2, 3 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O Y8 x 10Y2 GL 19 5%8 x 16%2 GL (FLUSH BM) (2}2x 6 KING L (1) 2 x 6 TRIMMER a 6 x 6 DF#1 _ 2 '�° "� 16d 4" OC TO PLATE BELOW O CONDITIONS SHALL BE PRESSURE TREATED LUMBER ,� 12" G 3) 2 x 6 O 6 x 6 KING I- , EDGES& 12 OC FIELD @ " 1 23 WI 8d NAILS @ 2Y2 O.C. EDGES, 12 O.C. FIELD. O ( Q Y2"APA RATED SHT'G ONE Y2 x 12 AB s @ SIMPSON LTP4 @ 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O 5%8 x 12 GL(DROP BM) 20 5%8 x 15 GL (24-V8) Q 0 Tre© 12" OC (EMBED 7") ® W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED ® �I SIDE W/8d NAILS @ 2" OC ( ) 9 OC RIM JOIST SEE NOTE 1, 2, 3, 4 @ 3Y2 x 14 TS/LSL( FLUSH 21 GIRDER TRUSSES I-- EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW ® HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA BM) BY OTHERS �/ 1 Y"APA RATED SHT'G BOTH Y2"x 12"AB's @ SIMPSON LTP4 0 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD N D 12" OC EMBED 7" ,� ` @ 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS ® (2)2 x 4 22 2 x 8 LEDGER WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED 0 �- , lirSIDES W/8d,NAILS @ 4 OC 16d 3" OC 7") 8 OC R M JOIST� SEE NOTE 1, 2, 3, 4 11 ALIGN FLOOR JOIST WITH SHEARWALL /-.,-A 5 @ 12" O.C. FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT 0 I-LI 0 EDGES& 12" OC FIELD @ TO PLATE 0 SIMPSON LTT19 W% 0 x 6" LAG SCREWS ® (2) 2 x 12 OTHERS GOOD FOR OF ADJACENT UNITS _J © Y°APA RATED SHT'G BOTH /2�x 12"AB's @ 7") SIMPSON LTP4 @ 12 SIMPSON HUC46 (MAX NAILING) 26 PER DETAIL 37/S7.2 . 23 380 PLF WIND AL HOEDOWN LOCATION LL SIDES W/8d NAILS 2" OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5%$x 22Y2 GL 24-V8 ,� @ 13 0 � ( } (DRAG LOAD) 16d 2 OC SIMPSON AC6 lir EDGES& 12 OC FIELD @ TO PLATE BELOW •2 � � f• `•�'�' SHEAR WALL oZS A. 3/q' 0 SIMPSON SSWAB HS EA ATTACH TO TOP PLATE 14 SIMPSON ECCQ5-6 `? " `'` ` ``'"''" ''r''` J @ 11 2x8 @16" O.C. 24 4x10 �...:.:...............:.:.......:..........::.. � Ipir SSWI2 x 7 END (EMBED 12" INTO FTG) NIA OR HEADER W/(4) SDS 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 . N/A Y4"x 3%2 SCREWS. SEE @ 2 x 6 @ 16" O.C. 25 6 x 12 + 3 BEARING WALL EXTEND WALL SHT'G THROUGH PERPENDICULAR O O Q NOTE 5 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED Ca 14" FLOOR TRUSSES 1" 0 SIMPSON SSWAB FI ) EA ATTACH TO TOP PLATE _ 13 26 3Y8 x 12 GL (DROP BM) NON-BEARING WALL I AIL SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(6) SDS BY OTHERS �/3 '� � N/A Y4"x 3Y2 SCREWS. SEE 14 ROOF TRUSSES I NOTE 5. BY OTHERS 1 Aik 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE END (EMBED 14" INTO FTG) (/) lippy ()) SSW21 x 7 NIA OR HEADER W/(12) SDS 33 N/A Y4"x 3%2 SCREWS. SEE 000 S7.2 NOTE 5 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 0 I Ilk lir SSW24 x 7 END(EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS n ►Y. - N/A Y4"x 3Y2 SCREWS. SEE 0 7 0 Q Ark, NOTE 5. NOTES: - -© ® ='o 1.%4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 000 .... N � 1 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. `; 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d 6" O.C.AND NAILING OF 7 Y® U j N efi ADJOINING WALL SHTG ARE TO BE STAGGERED. 0(D® SIM I .... J' o ° 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 6 VERIFY SPACING OF ANCHOR BOLTS. S7.0 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT. 4D A . A . r---4 ,F o 1 17 f , °o�4 1 0 ;-, ,--- ii,i) , ,... 4.„ O ® " 0 ct 0 .= = .,.. . ,. , Z = P4 ,.E., :f tr , „ a.) M HOLDOWNSCHEDULE . 4. 4 ° N I S7.0 • HOLDOWN ATTACHMENT COMMENTS 'n g I O o , AL 0 NOT REQUIRED NA NA TYP, UNO® s1RucruR4L AIL SIMPSON SSTB24 ANCHOR EMBED 20%8" INTO PROVIDE#4 DOWELS 0 �,DPROF` v SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK �� N / (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT G E ��12,320 R SIMPSON SSTBL28 ANCHOR (7/8" 0 THREADED ROD W/ STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS ' EMBED 247/8" INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK .. .. .. � � � OREGON$,y �' N` SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ @ EA HOLDDOWN BOLT Y 15,1 4 Nr 20 SDS Y x3 SCREWS. EDGE NAIL WALL SHT'G TO E:1=3 "C EACH 2x PER DETAIL 5/S6.0&SHEARWALL 1 0 0 Ike SCHEDULE. (3}2x SHALL BE FULL HEIGHT&SECURED ea, TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. 9 EXPIRES'12-31-2011 7 �� 57.0 © "' SIMPSON SSTBL28 ANCHOR EMBED 2474" INTO PROVIDE (2)#4 DOWELS Alk FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK SIMPSON HDQ8 '-' U = w o Q (20) SDS Y4 x3 SCREWS. @ EA HOLDDOWN BOLT 411) < U CD co: , C 1 0 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS c) EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK .. 0 0 AL WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT S7 0 z z '-" SIMPSON HDU14 4 12"MIN EMBEDMENT INTO FTG BELOW STEM WALL. �- <: •.•••. ' � U di SECURE HOLDDOWN TO 6x6, DF-LPOST W/ 0 ° w ~ w = Q : i� - ::> o I o I c., o (36) SDS Y4 x 2Y2 SCREWS. " ' 1 PROVIDE (2)#4 DOWELS ` ROD WASHER / 1Y8 DIA THREADED RO @ < ' ■ f---�� EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK rf' Alk. SIMPSON HD19 WASHER&MASH THREADS ABOVE&BELOW NUTS. @ EA HOLDDOWN BOLT ; v 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA ,. A307 BOLTS. 1741 i •AL (17)- 16d NAILS TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO ©` JJ' SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 y o _ z z 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE zo „:,•,,,::` o 01, • e (24)- 16d NAILS @ TOP INTO DBL. STUDS & WRAP AND NAIL STRAP TO r. 0_ AIL SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 <> 0 I 0 0 Q BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE `` 0 29 '> o _ S 7.1 777 , AIL (2) SIMPSON (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO r m + :.; 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 8 MST48 EA END POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 4 Q 28 , U (24)- 16d NAILS @TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO S7.0 rrF;: Q� © �� Q It (2) SIMPSON INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 �° 0 0 9 MST60 EA END 0 A- OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE '`"' ::: ��.��%�mag � �■ ' N 2} SIMPSON (42)- 16d NAILS @TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO �-- PIo ( i x 6" EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 10 CMST12 9 F POT AND CENTER STRAPS ON FLOOR CAVITY 'WAI w m 0 S & 12/S7.0 IF APPLICABLE „� � � �� 0 . �_� _ _ -_ i NOTES: 6 . ...... o 1 co °' LAMINATED TOGETHER W/ 16D NAILS 6" FULL HEIGHT(TYPICAL). \ GO �' �@ " 1 z �i 1. DOUBLE STUDS SHALL BE LAM N '� OG @ ( ) 15 C = _c 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. O 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3%4") MIN. e 0 0 3 = 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP EACH END OF 0 C w BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. 0 OD 0 Q 0 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. a) 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. 1 Hii To7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. o UNIT B M SHEET N0. „ -73 L0T46 ._ . 0A3 MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN 53 1 i SCALE: 1/4" = 1'--0" I JOB NO. EN- b - - - -- _____ - . 1 BEAM SCHEDULE 1 KEY NOTES POST SCHEDULE SHEAR WALL SCHEDULE 0 1 (2)2x8 15 5Y2 x 14 PSL(FLUSH BM) A 4 1 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 1 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS (2) 2 x 6 TRIMMER (2)2 x 6 TRIMMER O O Cl) H M N SDS CRIEWS " 0 x 4 12" O.C. ® (2) 2 x 10 (1) 5 x 10 L DROP BM 6 4 x 6 O (1) 2 x 6 KING " 6 x 6 KING Z SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS ® SIMPSQN CCQ66 18 (2) S MPSO S S Y4 Yz @ O YB Yz GL (DROP BM) ® Q CONDITION SIMPSON ACE6 JOIST ® 6 x 6 (2) 2 x 4 TRIMMER III 3 SIMPSON LUS26 EA JO S (2) 2 x 4 TRIMMER � @ JOIST OR BLKG O 19 @ ® { O N ( ) Y2" '� O3 4 17 4 O Y"APA RATED SHT'G ONE ,x 10" AB's @ SIMPSON LTP4 @ ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 OD 6 x 6 DF#1 (1) 2 x 4 KING (3)2 x 4 KING �, A 39 OC EMBED 7 - 1%4 x 14 TS/LSL (FLUSH 0 lirSIDE W/8d NAILS @ 6 OC ( ) 24 OC RIM JOIST SEE NOTE 1, 2 ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL ® 3Y8 x 9 GL 18 BM) O (2) 2 x 4 J (3) 2 x 4 0 (1)2 x 6 TRIMMER 2E EDGES & 12" OC FIELD 16d @ 6" OC TO PLATE BELOW O /2" SHT'G ONE Y2"x 10"AB's @ ® SIMPSON LGT3 C* SIMPSON ABA66 W/WEDGE ALL (1) 2 x 6 TRIMMER K (2) 2 x 6 (3)2 x 6 KING Z � B z APA RATED S T G 0 ,� SIMPSON LTP4 @ 3Y8 x 10/z GL 19 5Y8 x 16Yz GL (FLUSH BM) O (2) 2x 6 KING ® 6x6DF#1 12 OC (EMBED 7 ) 16" OC RIM JOIST SEE NOTE 1, 2, 3 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR (1) 2 x 6 TRIMMER ��' IvSIDE W/8d NAILS @ 4 OC DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW O CONDITIONS SHALL BE PRESSURE TREATED LUMBER W/8d NAILS @ 2Y2" O.C. EDGES, 12" 0.C. FIELD. 0 5Y8 x 12 GL (DROP BM) 20 5Y8 x 15 GL (24-V8) O (3)2 x 6 6 x 6 KING Y2" „ HATCHED AREA 23 FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x Yz APA RATED SHT'G ONE ,x 12 AB's @ SIMPSON LTP4 @ ® DIAPHRAGM SHALL BE BLOCKED O 3Y2 x 14 TS/LSL( FLUSH GIRDER TRUSSES f: SIDE W/8d NAILS @ 2" OC 12" OC (EMBED 7 ) 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED O BM) 21 BY OTHERS Q J EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 09 HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA I 12" , O O.C. EDGES, 12" O.C. FIELD 8 (2)2 x 4 22 2 x 8 LEDGER � .. „ W/8d NAILS @ 6" 0 O O N y2"APA RATED SHT GBOTH /z x 12 AB's @ SIMPSON LTP4 SIMPSON HUCQ412 � D �� 12" OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 10 BALLOON FRAMED WALL. PROVIDE WALL STUDS FLOOR TRUSS BY WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED lip„ SIDES W/8d NAILS @ 4 OC 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12" O.C. O9 (2)2 x 12 0 N.- I!1 EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW O �� 6" 23 OTHERS GOOD FOR TO BE STRUCTURALLY INDEPENDENT ® 0 SIMPSON HUC46 NAILING) SIMPSON LTT19 W5/8" 0 x 6 LAG SCREWS OF ADJACENT UNITS ®I y2"APA RATED SHT GBOTH /2� x 12 AB's @ SIMPSON LTP4 @ 12 S (MAX( ) 26 10 5Y8 x 22Y2 GL (24-V8) a Aik 380 PLF WIND HOEDOWN LOCATION �,. Nor SIDES W/8d NAILS @ 2" OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 PER DETAIL 37/57.2 DRAG LOAD IT EDGES& 12" OC FIELD 16d 2" OC TO PLATE BELOW O 2 SIMPSON AC6 16" 4 x 10 .:;>:<:<.:<:::::>, :,<r:.:;;.:;:>::> DG S @ © 2 x 8 @ 16 O.C. (1) l .<::r.. SHEAR WALL O CD 3/4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 14 SIMPSON ECCQ5-6 11 ;;,,.;:;:;.,,<.;:. .,;>::;;;<,,..:. ::,.:. (k.) -1 Atie. END (EMBED 12" INTO FTG) OR HEADER W/(4) SDS 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 Ir- SSW12x7 N/A O O 12 2x6 @16 O.C. 25 6x12 J y4"x 3Y SCREWS. SEE BEARING WALL °I Ct N/A Y4 2 EXTEND WALL SHT'G THROUGH PERPENDICULAR + CO NOTE 5 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 13 14 FLOOR TRUSSES 26 378 x 12 GL (DROP BM) „ O O BY OTHERS 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE NON-BEARING WALL © END (EMBED 14" INTO FTG) 14 ROOF TRUSSES 3 1 NirSSW15 x 7 ( N/A OR HEADER W/(6) SDS O BY OTHERS N/A Y4"x 32 SCREWS. SEE . NOTE 5. Q w © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE END (EMBED 14" INTO FTG) 1r SSW21 x 7 N/A OR HEADER W/(12) SDS U) CO N/A Y4"x 3Y2 SCREWS. SEE NOTE 5 Itik1" O SIMPSON SSWAB HS @EA ATTAGHTOTOPPLATE s lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS N/A Y4"x 3Yz SCREWS. SEE NOTE 5. NOTES: 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. :. 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. ® C.S ° 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.G.AND NAILING OF , , ° N ADJOINING WALL SHT'G ARE TO BE STAGGERED. 'Y :--- 8F-, 4, PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 6 4� :-.» " VERIFY SPACING OF ANCHOR BOLTS. b YC 57.0 � •� :-, ._, � 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. &' .••pio lcr *„ .f - .. O •1 e ! " ,..,- ,....., , ,7.3 (9 k , e 0 0 ;•■■Ct p 7541) :,* :!.! 2 1 ! = fIt :": ) '-'' HOLDOWN SCHEDULE 57.0 �N HOLDOWN ATTACHMENT COMMENTS w ° f o E : N O 1 Al. , ,0 NOT REQUIRED NA NA O STRUCTURAL SIMPSON SSTB24 ANCHOR EMBED 2 " INTO PROVIDE#4 DOWELS SIMPSON HITS FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK c‘‘,' PROT v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT �� okOI NEFR 0 . • p`� 12320 ,..AA,-44,4.- A‘., 4=404-4-41.---- SIMPSON SSTBL28 ANCHOR(7/8" 0 THREADED ROD W/ . STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS ' -''''' i cf - AIII. EMBED 24%8" INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK J 21 OREGON SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ @ EA HOLDDOWN BOLT O . . O (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO "C_ �C� EACH 2x PER DETAIL 5/S6.0 & SHEARWALL ►: k J. EN4 I SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED ■∎ 0 O OPTIONAL TOGETHER W/ 16d NAILS @ 6" O.C. EA SIDE. 1 0 EXPIRES'12-31-2011 1 A 0 SIMPSON SSTBL28 ANCHOR EMBED 247/8" INTO PROVIDE (2)#4 DOWELS '? O 18 1 SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK OPTIONAL a Q (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT 1 F, '� Q < y CN :r 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS < `, D ° d- ,y Y i '''' EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ° WASHER&MASH THREADS ABOVE&BELOW NUTS. @ EA HOLDDOWN BOLT f p ::::E LIZ 1 0 4 Alk SIMPSQN HDU14 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. SECURE HOLDDOWN TO 6x6, DF-LPOST W/ - OF . TYP, UNO ¢ 0 `' , ,.-N -~M `>':. o o, ,„.m (36) SDS Y4 x 2Y2 SCREWS. it >: 3 , , 1Y" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS -f% ? . E 1 EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK AL- SIMPSON HD19 WASHER&MASH THREADS ABOVE&BELOW NUTS. @ EA HOLDDOWN BOLT 1417- 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. iii SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA ,J 21 SECU O .r A307 BOLTS. „<.:.. . AN 1 (17)- 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO 1 Alk. SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 ± 3 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE AO .+f o co 1 (24)- 16d NAILS @ TOP INTO DBL. STUDS & WRAP AND NAIL STRAP TO } 4 : 1 o ighlk SIMPSON MST60 (24)- 16d NAILS @BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11157.0 " I -yr U 57.0 �r.. ........... N BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE o AL (2) SIMPSON (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO l .:. 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 "' .;'I 8 MST48 EA END P ON FLOOR CAVITY 7 IF APPLICABLE © { ....:.E co POST AND CENTER STRAPS & 12/S .0 C 0 :if' '` 1 Alk (2) SIMPSQN (24)- 16d NAILS @TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 1 cr. 9 MST60 EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 oc:: Q.� :;€ 1 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 1,11 < e ....... :AFT. ii'fii ;ir{ � ,, AL (2) SIMPSON (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO `" `,,,,•::::....:.....:.,:�:.,..: „ INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 < Q Q 1 Nir 0 .� w OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE ,; „ -- /� CMST12 x 96 a a E • MEEK • :Ma, __ NOTES: d rn 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). z -� PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. - CD `-% _. 2. PRO ID HO `n 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. 6 70- 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 57.0 w U BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. I I- < 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. , a c.c 3 6. REFER TO DETAILS 13/57.0& 14/S7.0 FOR HOLDOWN INSTALLATION. i 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. UNIT BM SHEET N0. c-o U O co LOT 46 .. , 0. CO A SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN 54 E I S4 SCALE: 1/4" = 1 -0" JOB NO. CEN-090 U , , _____ SHEAR WALL SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE 10 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS O (2) 2 x 8 15 5Y2 x 14 PSL (FLUSH BM) 0 4 x 4 H (2) 2 x 6 TRIMMER M (2) 2 x 6 TRIMMER Cf) ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4" 0 x 4Y2" 12" O.C. 8 4 x 6 O (1) 2 x 6 KING 0 6 x 6 KING SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O O O @ O Z Ul 2 (2) 2 x 10 16 5Y8 x 10Y2 GL (DROP BM) 0 0 6 x 6 @ JOIST OR BLK G CONDITION 0 SIMPSON ACE6 1 g SIMPSON LUS26 EA,JOIST ®@ O I (2)2 x 4 TRIMMER N (2)2 x 4 TRIMMER � A Y APA RATED SHT'G ONE /2 ,x 10" AB's @ SIMPSON LTP4 @ ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 ® 4 x 8 17 4 x 6 p 6 x 6 DF#1 O (1) 2 x 4 KING O (3)2 x 4 KING 0_ 0 lir SIDE W/8d NAILS @ 6" OC 39 OC (EMBED 7 ) 24" OC RIM JOIST SEE NOTE 1, 2 5 SIMPSON HUC48 a E (2)2 x 4 K:j) (3)2 x 4 FIELD 16d 6" OC TO PLATE BELOW O 21 SIMPSON ABA46 WI WEDGE-ALL 1/4 x 14 TS/ESL(FLUSH 0 (1) 2 x 6 TRIMMER r�nn EDGES & 12" OC E @ 0 O 3Y8 x 9 GL 18 BM) K (2)2 x 6 O (3) 2 x 6 KING V Y"APA RATED SHT'G ONE Y2"x 10"AB's© SIMPSON LTP4 © SIMPSON LGT3 SIMPSON ABA66 W/WEDGE ALL F (1) 2 x 6 TRIMMER z 2 2x 6 KING B lir SIDE W/8d NAILS 4" OC 12" OC (EMBED 7") 16" OC RIM JOIST SEE NOTE 1, 2, 3 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O 378 x 1072 GL 19 5/8 x 1672 GL(FLUSH BM) ( ) _ (1) 2 x 6 TRIMMER ® 6 x 6 DF#1 C- �- EDGES& 12" OC FIELD 16d 4" OC TO PLATE BELOW O CONDITIONS SHALL BE PRESSURE TREATED LUMBER ,� ,� - (3 2 x 6 O 6 x 6 KING G @ 23 Wl 8d NAILS @ 2%2 O.G. EDGES, 12 O.C. FIELD, 6 5Y x 12 GL DROP BM 20 5Y x 15 GL 24-V8 CD ) I- V- Y2"APA RATED SHT'G ONE Y2"x 12"AB's @ SIMPSON LTP4 @ 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O 8 (DROP BM) O 8 ( ) 'Q Al SIDE W/8d NAILS 2" OC 12" OC (EMBED 7") 9" OC RIM JOIST SEE NOTE 1, 2, 3,4 O W/8d NAILS @ 6" O.C. EDGES, 12" 0.C. FIELD MIN & NAILS SHALL BE STAGGERED 3y2 x 14 TS/LSL FLUSH GIRDER TRUSSES 0 °I EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW g HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA i B ) ( 21 BY OTHERS �..L O 24 / x 12"AB's O W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD F.,.. D y2"APA RATED SHT'G BOTH 12" EMB D 7" 8" OC R N LTP4 @ 1 p SIMPSON HUCQ412 BALLOON FRAMED WALL, PROVIDE WALL STUDS O (2)2 x 4 22 2 x 8 LEDGER WALL IDENTIFICATION �'- SIDES W/8d NAILS @ 4" OC OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 25 EACH UNIT HAS BEEN ENGINEERED O , lir- EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 11 ALIGN FLOOR JOIST WITH SHEARWALL O @ 12" O.C. FLOOR TRUSS BY \ TO BE STRUCTURALLY INDEPENDENT �n SIMPSON LTT19 W%8" Sax 6" LAG SCREWS O9 (2)2 x 12 OTHERS GOOD FOR OF ADJACENT UNITS O V I © z"APA RATED SHT'G BOTH Y2�'x 12"AB's @ 7") SIMPSON LTP4 @ 12 SIMPSON HUC46 (MAX NAILING) 26 23 a n/ 7 OC (EMBED 7 ) 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 PER DETAIL 37/S7.2 10 5Y x 227 GL 24-V8 380 PLF WIND HOLDOWN LOCATION C:lir SIDES W/8d NAILS @ 2 OC 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 O s 2 ( ) (DRAG LOAD) �: EDGES & 12" OC FIELD 16d @ 2" OC TO PLATE BELOW . 2 SIMPSON AC6 <<>: :<< <;«'>{:r>> ; :<::: SHEAR WALL 06 W a Ak 3/4" - 14 SIMPSON ECCQ5-6 O ;:<;,..;:::;,>;<;:::>:.;:.;::;::.;::�;;::,-.::;: J C)0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE O 11 2 x 8 @ 16" O.C. 24 4 x 10 J END (EMBED 12" INTO FTG) OR HEADER W/(4) SDS 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 lir SSW12 x 7 N/A O O BEARING WALL J N/A Y4 x 372 SCREWS. SEE WALL HT' THROUGH PERPENDICULAR 12 2 x 6 @ 16" O.C. 25 6 x 12 EXTEND L S G 0 O O Q CO NOTE 5 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" FLOOR TRUSSES w 1" 0 SIMPSON SSWAB HS @ EA 13 26 3Y8 x 12 GL (DROP BM NON-BEARING WALL ATTACH TO TOP PLATE O BY OTHERS O ) © SSW15 x 7 END (EMBED 14 INTO FTG) N/A OR HEADER W/(6) SDS lir ROOF TRUSSES I N/A Y4"x 372 SCREWS. SEE 14 BY OTHERS LIS NOTE 5. Alik1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE = = SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS lir 1 U) CO N/A Y4"x 372 SCREWS. SEE NOTE 5 Ailik1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Npr SSW24 x 7 END (EMBED 14" INTO FTC) N/A OR HEADER W/(14) SDS N/A Y4"x 3Y2 SCREWS. SEE NOTE 5. NOTES: 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. ,;', 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. r: N •-' 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE(2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF i N WALL SHT'G ARE TO BE STAGGERED. :.1:.3 : N ADJOINING 18 ro . o 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 57.1 » "' C.11.114 s"1-Himilli: ::"--1•7-4 VERIFY SPACING OF ANCHOR BOLTS. 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. f !/::' v v ak .g" IN 0 @ 0 . ;,...4 ;,..,n :, ;:-. 21 ::::::. cut c .= ,. :... .- „„, = P4 '.''' -L ci2c -:-,-, ;-,..::::,:: ._, HOLDOWNSCHEDULE _ - _,,, 0 ,` 2---P.i. , .2: /i HOEDOWN ATTACHMENT COMMENTS 1 g r• I x. ;:: v I S7.1, Alk'' NOT REQUIRED NA �� -� o ;:: si suc TUR4C 1 Ail■ SIMPSON SSTB24 ANCHOR EMBED 2t 8" INTO PROVIDE#4 DOWELS P PSIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK 26 10d COMMON NAILS. @ EA HOLDDOWN BOLT ...,.,.:... i:::::.::,. :.:::.,:a �( ) � ------- ��v 12,320 SIMPSON SSTBL28 ANCHOR(/8" 0 THREADED ROD W/ j c4=Tc , .. STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS TYP UNO EMBED 24%8" INTO FOUNDATION/8"AT INTERIOR O 'f----.�:..:::.�.x:. :.�::..�::::.,r•:-. ' W/STANDARD HOOK � �. � � �� the ��OREGO g�„) Q` , AL mr- SIMPSON HDQB SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ @ EA HOLDDOWN BOLT 11 0 0 ... ....__.., . . ,i t Y 15,1 (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO . OPTIONAL •,••..„.. „.- „.., - "C ,� EACH 2x PER DETAIL 5/S6.0&SHEARWALL • J, ENS SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED OPTIONAL TOGETHER W/ 16d NAILS @ 6" 0.C., EA SIDE. <' CI i EXPIRES 12-31-2011 I SIMPSON SSTBL28 ANCHOR EMBED 24%8" INTO PROVIDE (2)#4 DOWELS Ak. SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK _ ff I Q (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT `` Q . in 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS < U ° o EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK {: o WASHER&MASH THREADS ABOVE&BELOW NUTS, EA HOLDDOWN BOLT 57.1 ,: o o I AL 4 SIMPSON HDUI4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. Lj SECURE HOLDDOWN TO 6x6 DF-LPOST W/ <F:; c� U w SECU `f' w � = Q 36 SDS Y x 2Y SCREWS. 0 -".. ( ) 4 2 U D OPTIONAL 1Y" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS ±: • EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK EA HOLDDOWN BOLT 1 AL Nr- SIMPSON HD19 WASHER&MASH THREADS ABOVE&BELOW NUTS. @ ll,' a :.... :s:<; 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. 3._....r",,.........._.,,_...._..".r,......f<.._. SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA ,: I A307 BOLTS. ...................................... .:: AIL (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO co I I 6 SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 �yP @ BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE OVERFRAMING I ::: z z 19 0_ (24)- 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO "?` S7.1 3 i- 24 16d NAILS BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 Ank <: I AL QSIMPSON MST60 ( ) @ S7.0 © u) BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE 1. Lu AilL (2) SIMPSON (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO F 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 8 MST48 EA END POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE r AL2 SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO ± ' _ O STAGGER STRAPS ON OPPOSITE SIDES 1/ 7.0 - 21 9 MST60 EA END INTO 6x6 POST. STAGGE S BM/HDR BELOW PER 1 S O CO � I 0 11-1 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 4 C�#,,,� 3 : > "' SIMPSON (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO = _ "W tr.'f�` jr A (2) S INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 1 Q i Qt 0: 10 CMST12 x 96 EA END . -0 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE w co co NOTES: AMI oz 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). 17 a VAIr. cL I _al 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. 18 ' 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 34") MIN. S7.1 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 3 BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. w 19 o Q 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. S7.1 E 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. UNIT BM SHEET N0. TO U O co L0T46 Q. ca A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN 55 E as S5 SCALE: 1/4" = 1'-0" 4-) JOB NO. a CEN-090 U, NOTE: NOTE: NOTE: NOTE: 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. 1I4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR \ BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 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/SBX/DOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SECURED TOGETHER ° PER PLAN r�1 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 v J WALL SHEATHING SHT G TO EA 2x& WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE, ARE FROM EA SIDE, 16d NAILS SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ'D. SEE PLAN n WALL SHEATHING NOT SHOWN FOR CLARITY _ STAGGER NAILS SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE „ „ „ �/ SEE PLAN _ REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR /2 DIA x 10 AB's©48" ° AS SHOWN 0 VERTICAL REINFORCING IS REQUIRED @ 48" O.C. AS ILLUSTRATED OC&,WITHIN 12" OF HOLDDOWN WHERE Y2" DIA x 10"AB's @ 48" ° 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY,#4 BAR BELOW. ALL CORNERS& OC &WITHIN 12" OF ° ZE 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 • BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED •°°° OPENINGS. TYP UNO IN • • NAIL SPACING PER SHEAR -f`_ ° --.1 = SBX/DOT CHEMICALS. 2x PT SILL PLATE • • 2x WALL FRAMING • ,f- • SHEAR WALL SCHED ,� WALL SCHEDULE �,..r�. ,_ ,� „ ,� „ „ „ 16 OC TYP U.N.O. ° ° ° CD DIA x 10 AB's @ 48 WI DIA x 10 AB's 48 °°°° © ° • 2x6 @ 16 OC, TYP, :` ;: 2x BOTTOM PLATE Q...,:::._ OC &WITHIN 12 OF ED E NAILING PER • • U.N.O. SIMPSON HDQB . OC &WITHIN 12 OF G E ED ,fi..,f:.:.. I'"' - 2x P.T. PLATE, SE SCH . ° ,�.,, ..._.. ° ALL CORNERS& ALL CORNERS & SHEAR WALL SCHED \ FOR ATTACHMENT EDGE NAILING PER 2x P.T. PLATE, SEE SCHED PER HOEDOWN � ° W ,H I OPENINGS. TYP UNO IN 41 II OPENINGS. TYP UNO IN I SHEAR WALL SCHED SCHEDULE • ° 2x P.T. SILL PLATE I ( FOR ATTACHMENT ° SHEAR WALL SCHED II SHEAR WALL SCHED �- SLAB ON GRADE ° \ - ' a 11 °' (2)#4 BAR t, ° FINISH GRADE °II- 1 #4 BAR CONT TOP CONT AT TOP I I II` j�� AT ENTRY FINISH GRADE Il ' SIMPSON SSTB28 °- I- 8" CONCRETE FACE OF = 1 V '� SLAB ON GRADE °. C N RETE TEM WALLSTEMWALL UNO ON PLAN CONC 1 ° O C S L° ° . . •� /14 EOF L I S O ' °. a�� (� o ° I_° Ct .60 b, . IL 7 4 • Z ° jj_ G , II I ° ° C) °_ , ��rrr - 4 I - a a. � RIGID R-15 INSULATION I I III ° ° C:. z ° SLAB ON GRADE ° p, CONCRETE STEM WALL. 44 °° °a° �i�%/�%�%/ \ T- oo M U ° �� e. , ° SEE TYP STEM/FTG \/\ \�, -� AT GARAG E \,\ �' M 0 , • a ° REINFORCING DETAIL . Q 0 �' /\/ (1)#4 BAR CONT \ \ v- . U ° . "� AT BOTTOM #4 BAR CONT .. i� / v� CONCRETE STEM WALL. FIRM, UNDISTURBED i\�\\�\/ AT BOTTOM SEE TYP STEM/FTG ��/\/\�\j 9 a a 4,2 • FIRM, UNDISTURBED FOOTING PER SOIL OR COMPACTED /„/ REINFORCING DETAIL \�/�\�/�\�/. ��\� \� \� \� // // //,� SOIL OR COMPACTED FOOTING PER SCHEDULE STRUCTURAL FILL / / FOOTING PER ,� \ \ (1) STRUCTURAL FILL SCHEDULE SCHEDULE '\//\/ R IN TYPPARTYWALL REINFORCEMENT r FLOOR PERIMETER GARAGE 5 SIMPSON HDQ8 DETAIL TYP STEM / FTG REINFO C G 2 3 INTERIOR FOUNDATION 4 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 N ,--i EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. VERTICAL REINFORCING IS REQUIRED 48" O.C. AS ILLUSTRATED ® 0 N CUT PLATES AT SSW. © 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR REFER TO 11/56.0 FOR BELOW.VERTICAL REINFORCING MAY BE OMITTED WHEN POURED '' r MONOLYTHICALLY �`�. � o BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. ADDITIONAL INFO lei . -- 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ �- ,;;: :;-. i A SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS TYP @ 4" CONC. PORCH °: .{. o -SIMPSON SSW SHEARWALLS. a SLAB ON GRADE � ,;, SLAB BY OTHERS � � _ ;., o 0' n AT GARAGE (2) @ SSW24 x 7 SHEARWALLS SIN J �T� �:, O s.; 1" CLR AIR SPACE �,. V v �� `�' ¢ CONCRETE STEM WALL. ° ° 4 '' °� INCLUDING SHEET .... ROCK CONTRACTOR I a� SEE TYP STEM/FTG ° ° 9 3 WALL SHEATHING, _ TO VERIFY ( AS REQ'D. SEE PLAN °. I REINFORCING DETAIL }� C o- °- ° ° ° N REFER TO PARTYWALL - . ° a 1 ��`Z`�l0011.►l� M . FOUNDATION @GARAGE ° • 771= PER PLAN BOLT KO• �� • 2x P.T. PLATE, SEE SCHED I i i DETAIL FOR INFORMATION ° ° �° °� ` -,,FOR ATTACHMENT NOT SHOWN STEM WALL BEYOND �,��004* (1)#4 BAR CONT @ TOP °�? °°°° SEE INTERIOR FOUNDATION I I- _ /�-r,sl� .� M 2x WALL FRAMING EDGE NAILING PER '„ .,. DETAIL FOR INFORMATION - I - 4-0-4 , ° 16" OC ( kii INFORCING !i •Gay SHEAR WALL SCHED i : NOT SHOWN. ° 1 PER PLAN GRADE .° WELL GRADED FREE e9 °' �,�! _.....� #4 18 O.C. W/ � '� `�' 4 t j 4 J @ d I DRAINING GRANULAR = � " STD HOOK BOTTOM REINFORCING ° �1' BACKFILL. (NOT MORE SLAB ON GRADE 41 11 SLAB ON GRADE II I 2 6" AT GARAGE AT GARAGE `II ° 1 � �li ° I PER PLAN �` - 6 THAN 5% PASSING 200 StRUCruaa� II I - M -I I 1- SIEVE) IL II ° v V �` v ° d ° ,�. e•, II p �I J ° ° �a 4 ��O n^O�� , �, o 0� ° a 11 '?\ . ,' z 6" CONCRETE �� G 1 8200 /O a d I- -I I ° 1 . FTG PER PLAN ° �� 1 N R iL _ o - - - I I " � '. . I o a ° STEMWALL 12 320 III- -. I • ° I I- -III FACE OF CONCRETE / p II A �, ° ° 4 ° -I I ° -III- _ ° a FACE OF CONCRETE - EQUAL TO FACE OF ' 'P� ` �� L. �j a_. y ° STUDS ABOVE .� I I #4 BAR AS NOTED ,„._ \ 1 co el � x . EQUAL TO FACE OF a 0 1_111- ---�- . ° / i� RIGID R-15 \ � \ � � - ABOVE � OREGON Z STUDS ABOVE CONCRETE STEM WALL J / / / & FOOTING PER ° U \\ \ \\\� (1)#4 BAR CONT Y15,AS �` ° . �� INSULATION �� ° )` `� $ Q'D.. TYP PARTY WALL SEE TYP PARTY WALL ° • p • ch , CENTER FOOTING BETWEEN / //\/ / AT BOTTOM 41 J. EO" ° REINFORCEMENT DETAIL . • ✓ " o FIRM, UNDISTURBED- STEM WALL AS SHOWN, \/\\/\/ ° . REINFORCEMENT DETAIL FOR a /A /A b • INFORMATION NOT SHOWN \ - SOIL OR COMPACTED REFER TO FOUNDATION PLAN //\\ \ \ U FIRM, UNDISTURBED EXPIRES 12-31-2011 \Y//\Y>/ p STRUCTURAL FILL / FOOTING PER PLAN & / M FOOTING SOIL OR COMPACTED \/ \\ \\ /\\/\�/\\<\\ / PER PLAN / STRUCTURAL FILL ��i/\�/\�//�/ �///// / //,//,/ #4 STIRRUPS © 18" O.C. &SCHEDULE v = Li., o ''/''/ SLAB INSULATION DETAIL AT PARTYWALL Q " co N- PARTYWALLFOUNDATION @ GARAGE CD 8 FOOTING DETAIL 9 TYPICAL PORCH PERIMETER o 6 i z SCALE: 1" = 1-0" S6.0 SCALE: 1" = 1-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 0 56.0 SCALE: 1" = 1'-0" - z z w gd z NOTE: 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. 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/ �I� 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS TYP @ cn 1 .'"' CLR SIMPSON SSW SHEARWALLS. (2) © SSW24 x 7 SHEARWALLS Z z z� FINISHED GRADE °°°• SLAB ON GRADE r Q O I AT GARAGE 'S) d ° ° REFER TO PARTYWALL I \ ° • ° - IL a o -CONCRETE STEM WALL. o FOUNDATION @ GARAGE I 1" CLR AIR SPACE ° a fl. o ° SEE TYP STEM/FTG DETAIL FOR INFORMATION I INCLUDING SHEET _III- - I ° REINFORCING DETAIL cn NOT SHOWN I ROCK CONTRACTOR -I I JHffI I SLAB ON GRADE @ ENTRY I TO VERIFY - �I I CONCRETE STEM WALL. SLAB ON GRADE-\ Ni.SLAB ON GRADE ��_ -�I , _ _ p •_� .. - • i►- -� SEE TYP STEM/FTG AT GARAGE AT GARAGE " ;= 'j;.II 2 #4 @ 18" O.C. W/ L7 �� o ° REINFORCING DETAIL �, > -ui 41 • I 148" MAX Eo STD HOOK _ .E .. . . . . I I I \ CONTRACTOR .° TOP REINFORCING ° a • °. a .�� o o 1 I ° TO VERIFY l. ° - �a. •° PER PLAN I - ,' w I- -I SLAB ON GRADE G�' #4 STIRRUPS #4 18" O.C. W/ I �- �� o co -III AT GARAGE FTG PER PLAN -.- . ° .a @ 18 O.C. �I _ ° ° �a ° STD HOOK 4 �' RIGID R-15 INSULATION c: ° d,6° . ° © ° ° TOP REINFORCING .- ® ° _ ° PER PLAN _TD d. :. ° 4 t a -BOTTOM REINFORCING ° I- PER PLAN 1111 8 SEE TYP PARTY WALL - III FIRM, UNDISTURBED \\/\\� FTG PER PLAN ° a ° wE REINFORCEMENT DETAIL FOR SOIL OR COMPACTED \ /� ° 4° ° a #4 STIRRUPS INFORMATION NOT SHOWN ° FOOTING PER PLAN & �►` •o ,_ ,� @ 18 O.C. o u STRUCTURAL FILL t NO. b ca \ BOTTOM REINFORCING co Q ��Y\//\X/\/ FIRM, UNDISTURBED COMPACTED D '�\/�\ PER PLAN � //\\/\\� SOIL OR CO C /////./ STRUCTURAL FILL FOOTING PER PLAN &SCHEDULE . 56• 0 -c? PARTYWALL STEP FDN © GARAGE FOOTING DETAIL 12 INTERIOR F000TING DETAIL co 10 a) S6.0 SCALE: 1" = 1-0" S6.0 SCALE: 1" = 1-0" 56.0 SCALE: 1" = 1-0" JOB NO. e 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 4. SOLE PLATE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR CO 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2)2x8 NAIL LAMINATED HEADERS WI(2) 10d A 12" OC, 5. SILL SHOWN CUT AWAY TO Lill SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE f f REFER TO SCHEDULE f PLANS CONTINUOUS WALL SHTG 6. KING STUD PER PLAN FROM DBL TOP 2x 16 WALL FRAMING @ 0 " O.C. EDGE NAILING REQUIRED 7. TRIMMER. PLATE TO RIM JOIST, DO NOT I� �� II O ' Q PLACE SHT'G JOINT© BOTTOM • 8. CRIPPLE STUD PLATE OF WALL OR TOP PLATE SILL PLATE NAILING C]) 4'-0" MINIMUM ALONG HOLDOWN POSTS - - - - 2x STUDS __J = b / / AND DOUBLE TOP PLATE @ 16" OC 9. (4) 16d EACH END FLOOR SHEATHING PER SHEAR WALL SCHEDULE TYP Q PER PLANS AND Q 16d @ 16" 16d @ 4" O.C. GENERAL NOTES 1° O.C. -TYP AT SPLICE SOLID BLOCKING ALONG , 6.h,,PANEL EDGES PER Q 0 WALL SHTG u■ \` :rte„�.�.�.��.�. :. L SHEAR WALL SCHEDULE (2) 2x - - 0 JOINT W/EDGE II� iil - [SILL NAILING EA SIDE III l AT ALL UNSUPPRTED EDGES ;JIB J ri © ALONG RIM OR RIBBON u f 1 I Q II 2x OR 3x PT SILL PLATE ONLY II �� W Lill W/ANCHOR BOLTS II SEE PLAN AND SHEARWALL i___D 1812 SCHEDULE FOUNDATION 1 y4"TS/ESL III T T I T T PER DETAIL ' RIM JOIST U - V ' OR 2x4 RIBBON au N 4 i <II H_ II AS RIM ` FLOOR TRUSS PER PLAN A ° ° 9 .a4 '�� - rJ. .� O II ems', ed . °�J ` n'11' d' ..• • • . .. ii4 .° ° ° d d: Ile III g ° 4 . , A A 4 qii E7 EI: ° ° Q d d d a a d a e •. I- O 4 d .a° .d a< 4 d °- d d ad © CONTINUOUS DOUBLE w Lll TOP PLATE. SEE TOP 2x WALL FRAMING • @ 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 (1) 1 TOP PLATE SPLICE 2 3 4 TYPICAL STUD & SHEAR WALL ELEVATION TYPICAL FRAME OPENING 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: ° T 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, ® j P N 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. p o 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 FLOOR SHEATHING +, 4: HEADERS FLOOR SHEATHING ud •• - PER PLANS AND PER PLANS AND f-m--� ;. .. o GENERAL NOTES GENERAL NOTES .---� - ,, a E 2x WALL FRAMING @ N ' CONTINUOUS WALL SHT'G 2x WALL FRAMING @ ° " 16" 0.C. - WALL SHEATHING,AS REQ'D PER PLAN FROM DBL TOP 16" 0.C. p 8d @ 4" OC 8d @ 4' OC : ::ll. PLATE TO RIM JOIST, DO NOT CC3 SILL PLATE NAILING SILL PLATE NAILING FLOOR TRUSS PLACE SHTG JOINT @ 1 % x 14 LSL GOOD FOR 380 PLF i.: ' °� PLATE OF WALL OR TOP PLATE FLOOR SHEATHING CONTINUOUS DBL 1/ TS/LSL FLOOR SHEATHING BLOCKING v WIND LOAD r�= v� cn PER PLANS AND RIM JOIST ALONG PER PLANS AND -- :'' ; GENERAL NOTES LENGTH OF OPENING. GENERAL NOTES FLOOR TRUSS PER PLAN FLOOR TRUSS Q.N iEXTEND 2'-0" BEYOND WALL SHTG ROOF SHEATHING 2 x 6 CONTINUOUS PER PLAN c4 M 1p STAIR OPENING @ EA. END JOINT W/EDGE '� __ __ ___ ___ _►_� __ PER PLANS AND NAILER W/(2) 16d __ „` _ _ , v,NAILING EA SIDE AT �� ` ' � � � -`"-'° -�� "- -" :..: �\ 1= GENERAL NOTES EACH TRUSS �� '�:�\� ��:;�" o �11 WALL SHTG RIM (OR GABLE TRUSS) `�' ° G JOINT W/EDGE ONLY 8d @ 6" OC �I' NAILING EA SIDE I■ -- �gucruR,� 1 %4 TS/LSL i - RIM JOIST OR i' s I" 3‘,4 PROT\;CAI GABLE TRUSS II A;."'- f 111 jL Ablit thillIIIIIiiiihiL, -....- v 12,320 9 �I (2) 16d TOE- �.� ;��- SIMPSON LTP4 CLIP NAILS @ 6" OC �WALL y.r CONTINUOUS DOUBLE % /1/' @ u $"y SPLICE FOR 2'-0" CONTINUOUS DOUBLE ONE BAY 48" OC TRUSS OR RAFTER CONTINUE BELOW ALL SHTG CONTINUOUS DOUBLE MEMBER(AS SHOWN) Y 15,11 44. 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 N J. E�1•�� OPENING @ EA. END PLATE SPLICE DETAIL. TO EACH BLOCKING PLATE SPLICE DETAIL. SHTG. MAY FILL WITH CONTINUOUS DOUBLE MEMBER (AS SHOWN) SHTG TOP PLATE. SEE TOP EXPIRES'12-31-2011 PLATE SPLICE DETAIL. 2x WALL FRAMING @ WALL SHEATHING 2x WALL FRAMING ,� \ II 2x WALL FRAMING SIMPSON A34 CLIP @ EDGE NAILING 16 O.C. \ 16" O.C. . @ 16" O.C. @ EA. BLOCK 2x WALL FRAMING @ / WALL SHEATHING l- Q N/- . . Q U () i 9 INTERIOR SHEAR WALL o 5 PARTY WALL @ LOWER STAIRS 6 FLOOR PERIMETER OVER-FRAMING DETAIL INTERIOR SHEAR WALL o 0 1 _ w z 57.0 57.0 SCALE: 1" = 1 -0 6-002-06 57.0 SCALE: 1"=V-0"-0 6-030-01 S7.0 SCALE: 1" - 11-0" 6-009-08 57.0 SCALE: 1" - 1'-0" 6-009-08 v w w _ 0 0 0 0 ` NOTES: p I 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION II NOT SHOWN. I; OFFSET EA STRAP TO 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL II ATTACH ON OPPOSITE SHT'G, WHICH HAS NOT BEEN SHOWN FOR CLARITY. II MI SIDES OF POST AS --_ SHOWN co HOLDOWN POST- III PER SCHEDULE - SILL PLATE NAILING �� 6X6 POST AT EACH II END OF SHEAR II-SIMPSON STRAP BOTTOM PLATE II II WALL, SEE PLANS AND o z z--- POST OR DOUBLE STUDS BEAM PER PLAN 2x 16" OCFRAMING PER SCHEDULE - FLOOR SHEATHING \ II SHEAR WALL SCHEDULE 0 @ i-- AT EACH END OF SHEAR PLAN VIEW 1. / / CENTER ON RIM ° WALL, SEE PLANS AND TOP NAILING JOIST °°D° PER PLANS AND w tI (2) SIMPSON STRAPS WALL SHEATHING 2x PLATE, SEE SCHED GENERAL NOTES ¢ a SHEAR WALL SCHEDULE II PER SHEAR WALL o w • -J -- _II I. SCHEDULE PER PLAN, (1) ON EA PER SHEARWALL FOR SILL PLATE NAILING _ • a Q ' I -_�_': -_I_ I w �- NOTCH SHTG SIDE OF BEAM PLANS &SCHEDULE - ___-_-- • °---------- C I- II (6) 8d @3" OC w �. ° a AT BLOCKING ONLY ° RIM JOIST a FOR STRAP co SIMPSON STRAP .o, ` -i � Vii► v ° ° SEE SCHEDULE FLOOR SHEATHING o . ° <//- CONTINUOUS DOUBLE PER PLAN AND GENERAL °o• TOP PLATE. SEE TOP 5 > 7 vi ° ° NOTES / _ PLATE SPLICE DETAIL. U c� DOUBLE TOP PLATE NO S I ~ A Q . . ) BEYOND STRAP • .� 'me - �� l- :.� co BEAM, SEE PLAN I) • �-MATCH SIMPSON NOTE: O o (NJ I� - •m° °�° SEE TYPICAL FRAMING NOTE: SEE TYPICAL FRAMING z • i STRAP FROM ABOVE, •�I �� ° Q CENTER ON SIDE OF DETAILS FOR ADDITIONAL DETAILS FOR ADDITIONAL KING STUD NAIL ?.: °oBEAM & FILL ALL J INFORMATION INFORMATION CC LAMINATE TO POST NAIL HOLES WI SIZE Q • w c� POST PER PLAN ° W/(2) 16d © 12" OC II +_ OF NAIL CALLED OUT D J ll_ I. BOTTOM NAILING I- <Q. W/SIMPSON ACE, TYP. °®° °m° w ,, PER SHEAR WALL ° IN THE HOEDOWN � • MATCH AND ALIGN W/ � � �I 0 wE SIZE TO MATCH POST SCHEDULE STUDS OR POST ABOVE Li 0 II SCHEDULE UNLESS OTHERWISE AND BEAM, UNO. To' FLOOR TRUSS OR '�� • . NOTED, SEE PLANS AND �I SHEET NO. o \ BLOCKING SEE SHEAR WALL SCHEDULE II MATCH AND ALIGN W/ FRAMING PLAN WRAP STRAP H HOLDOWN POST SIMPSON HOLDDOWN II POST ABOVE UNLESS -o AROUND BEAM AS MATC 0 SIMPSON HOLDDOWN 0_ FROM ABOVE STRAP, SEE PLANS V OTHERWISE NOTED, 0. REQ'D, SECURE EA END OF STRAP, (1) ON EA SIDE, BEAM WITH MATCHING BEAM PER PLAN &SHEAR WALL SCHED. SEE PLANS&SHEAR SEE PLANS AND 57• 0 a) SIMPSON STRAP WALL SCHED. SHEAR WALL SCHEDULE I co 11 SHEARWALL STRAP TO BEAM 12 SHEARWALL STRAP TO BEAM 13 HOLDDOWN STRAP DETAIL 14 , c--,-, 10 _ ,� ,� _ �� JOB NO. 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" = V-0" 6-022-01 57.0 SCALE: NTS 6-022-03 CEN-090 U, NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC Ci) 2x4 FLAT Lill (1) SIMPSON RBC 2x6 BLOCKING @ 32" OC CLIP EACH BAY. @ BRACE. FASTEN 8d @ 6" OC II NOT REQ'D @ SHT'G TO BLOCK TYPICAL, UNO 0 EXTENT OF WALL LENGTH II SHTG PER ROOF SHEATHING PER VENTED/SCREENED W/8d @ 4" O.C. :IE SEE PLAN II SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. 8d @ 6" OC I ) 6" II SCHEDULE NOTES �� (2) 16d PER -I = 6 MAX FROM END II OF WALL, TYP, U.N.O. �-- = -�:._'. �� 8d NAILS @ 6" O.C. ��/ ��X X `I-- ��! I YCONNECTION � / I� 1� X 1 I � OF 16d NAILS SHEATHING (EDGE NAILING) �� 2x8 BARGE W (2) ROWS 0 S , 0 0' DBL STUDS SPACE PER EDGE NAILING EDGE NAILING AT �,-' 2x2 TRIM EA END UNO EACH SIDE OF RIDGE �:� �i IN SHEARWALL SCHEDULE • 1 MIN. 8d 6" OC UNO SEE -� SEE SHEARWALL ' �„ i� ��✓�� ; SHEAR WALL SCHED Q SCHEDULE @ PLYINOOD SHT'G WITHIN .�� 1 " R /$ FROM TRUSS O Y NOTCH RAFTER OR SHEATHING PER RAFTER EDGE MANUFACTURED TRUSS FOR __i■;;�„! I � PLAN &SCHEDULE ■►� - T �TRUSSES OR ROOF HOLDDOWN, TYP ,i EXTEND THRU ° RAFTERS 24" O.C. a TRUSS OR RAFTER VENTED BIRD BLOCKING @ U O; PERPENDICULAR �� ,� 48" ALLOWED A MIN. @ i � 2x6BRACE @48 OC FIELD NAILING PER WALL � � ' OF EVERY 3RD BAY . . SIMPSON H2.5 CLIP W/(4) 16d NAILS TO BLOCK SHEAR WALL SCHEDULE - ------- i 'mac; @EACH MEMBER, TYP UNO ON FRAMING PLAN SIMPSON A35 CLIP I SHEATHING PER SHEARWALL EDGE NAILING EDGE NAILING (f� PLAN &SCHEDULE SHT'G PER PLAN EACH BRACE AND SCHEDULE I (2) ROWS OF EDGE NAILING HOLDDOWN WALL SHEATHING CONTINUOUS DOUBLE CONTINUOUS DOUBLE II III PER SHEAR WALL SCHEDULE TOP PLATE. SEE TOP INTO HOLDOWN POST, TYPICAL PER PLAN & TOP PLATE. SEE TOP SCHEDULE PLATE SPLICE DETAIL. PLATE SPLICE DETAIL. 2x WALL FRAMING @ HOLDDOWN DETAIL HOLDDOWN DETAIL RIDGE DETAIL ROOF PERIMETER 16" o.C. TYP, U.N.O. ROOF DETAIL AT RAKE 15 16 17 18 19 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. 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 C:31 2. PROVIDE SOLID BEARING UNDER ALL POSTS& HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. � M 1" CLR AIR SPACE O ° 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. ,, PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS .: ... LR AIR PA E INCLUDING SHEET 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS CA g 1 C S C 1 CLR AIR SPACE ROCK CONTRACTOR INCLUDING SHEET •1--+ '-' `' INCLUDING SHEET INCLUDING SHEET 1" CLR AIR SPACE } ,, TO VERIFY ROCK CONTRACTOR .---1 r: p; § ROCK CONTRACTOR ROCK CONTRACTOR WALL SHTG,AS REQ'D INCLUDING SHEET o TO VERIFY WALL SHTG, AS REQ'D TO VERIFY WALL SHTG,AS 2x WALL.FRAMING @ TO VERIFY ROCK CONTRACTOR �H 4� - .;r °o 0 2x WALL FRAMING illi II 11 II REQ'D 16" O.C. WALL SHEATHING, AS REQ'D TO VERIFY �.,.i ° 4 I SILL PLATE NAILING � +�� .... � @ 16" O.C. SILL PLATE NAILING I SILL PLATE NAILING SILL PLATE NAILING 2x WALL FRAMING I - ;;: II 2x WALL FRAMING @ 16" O.C. ` I EDGE NAILING '.'; rr: �, CONTINUOUS 1 %4 II EDGE NAILING @ 16 O.C. I EDGE NAILING I FLOOR SHEATHING REFER T% ETAIL TS/LSL RIM JOIST I FLOOR SHEATHING CONTINUOUS DBL 1/4 TS/LSL 1 Y4 TS/LSL . R STAIR "' FLOOR SHEATHING I FLOOR SHEATHING � �, 1 %4 TS/LSL PER PLANS AND RIM JOIST ALONG CONTINUOUS PER PLANS AND FRAMING THIS SIDE II PER PLANS AND RIM JOIST I PER PLANS AND LENGTH OF OPENING. GENERAL NOTES x N BLOCKING PER 11 GENERAL NOTES I GENERAL NOTES GENERAL NOTES ,� RIM JOIST �i�i� �l�I� EXTEND 2-0 BEYOND I, OF WALL M DETAIL 6/S7.0 ■ _!∎II -�I INIWABE EIiii ii . �s.�: 11 _1 Cii .. - f o --�., _ - �.� I!► .. �.I I!<�� STAIR OPENING @ EA. END �- _- w ,r, lit i' '�� i (2) 2x BLOCKING AT �1�� I 1_;x;1 .7�i o - '- q .- -WALL SHTG ` -- - -- ■laj! i, . o_i_ii_ _RI /1/11 fl ---- -- TRUSSES 2 1 x 14 TW/ED E , �4 1 JON G s�.. T /L L BL KIN 111 `�' NAILING EA SIDE S S OC G -I-� iii BETWEEN TRUSSES � III/ 4 W/ 16d NAILS @ 12 O.C. III _---- lir■ ` \ G \ /I STAGGERED l �.D PROF__ AM � .�� Fps �,, , ' ►t ►III ►CI REFER TO DETAIL 1/I / , �� 0INEF /p C -4 - 2 16d TOE- I R _U _D 7 O �� 12320 9 2 2x BLOCKING AT TRUSSES' BLOCKING PER DETAIL 6/S7.0 22/S7.1 FOR STAIR � � - NAILS 6 OC � � � - FLOOR TRUSS PER PLAN I 00 USS @ (2) 1/4 x14 TS/LSL � 11111 I I FRAMING THIS SIDE �� 1 2 1 x 14 TS/LSL BLOCKING BETWEEN O /4 I BLOCKING BETWEEN FLOOR TRUSS sit- j 671--. TRUSSES W/ 16d NAILS @ 12 O.C. PER PLAN (2) 2x BLOCKING AT TRUSSES' FLOOR TRUSS II (2) 1y4 x14 TS/LSL OF WALL .r BLOCKS W/ 16d NAILS STAGGERED { ) CONTINUOUS DOUBLE PER PLAN II BLOCKING BETWEEN OREGON = @ 12" O.C. STAGGERED FLOOR TRUSS PER PLAN (2) 1/4 x 14 TS/LSL BLOCKING BETWEEN TOP PLATE. DO NOT Ii BLOCKS SIMPSON LTP4 CLIP ) `, OREGON T TRUSSES W/ 16d NAILS 12" O.C. PER SHEARWALL 15, \1` STAGGERED SPLICE FOR 2-0 II SIMPSON LTP4 CLIP SCHEDULE �/ '� � A (I EDGE NAILING BEYOND STAIR II PER SHEARWALL J. EN !! SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP OPENING @ EA. END II SCHEDULE PER SHEARWALL PER SHEARWALL 2x WALL FRAMING @ II SCHEDULE 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ II EDGE NAILING EXPIRES'12-31-2011 16" O.C. II 16" O.C. 16" O.C. ill iI 2x WALL FRAMING @ WALL SHTG,AS REQ'D 16" O.C. WALL SHT'G,AS REQ'D WALL SHTG, AS REQ'D 0 Q � N Q U C!3 ti WALL FLOOR DETAIL 23 PARTY WALL FLOOR DETAIL (;N\ PARTY 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 -- °w S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 SCALE: 1" = 1-0" 6-003-05 S7.1 S7.1 SCALE: 1" = 1'-0" 6-003-05 6 v w w z 0 0 U 0 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 - III r 2x WALL FRAMING ROOF TRUSSES CENTER ON CONT. HEADER 2x6 BLOCKING ALONG @ 16" O.C. PER PLAN SEE PLAN 2 x WALL FRAMING ROOF TRUSS W/ 16D '' NAILS @ 4" O.C. II (2) 10d NAILS @ 16" O.C. FLOOR SHT'G II co II__ _ PER PLAN & II SILL PLATE & I I I 1 1 1 1 1 !ii 1 FLOOR SHT'G ;_,= a - I' @ 4" O.C. BLOCKING I II PER 6/S7.0 GENERAL NOTES II NAILING PER PLAN � ' ' r ! I 'I- I �I FLOOR SHT'G !!4 z z 1 ■ ► 11 ►� ►1 ►� N ►� ►1 ►� ►1 ■ ► ■ PER PLAN AND -I1� , FLOOR SHT'G STAGGER ROWS ! GENERAL NOTES r , PER PLAN AND II 2x WALL FRAMING � PER PLAN & FLOOR TRUSSES !I o I� BEAM PER PLAN AJ WALL SHTG 10d COMMONS „ 1 IIII- GENERAL NOTES PER P A N °- - FLOOR TRUSS 2" 0.C. GENERAL NOTES @ 16" O.C. _ _--_ _ �=�I 0 O / PER PLAN ALONG TRUSS II '' SILL PLATE _1 BEAM PER PLAN w FLOOR TRUSS ��,� � ,, ; :II 0 WALL HT G. DO CONT HEADER S �._ , ,� - SEE FRAMING PLAN __ ROOF TRUSS PER PLAN NOT PLACE JOINT --'- --- --- _ �%' II WALL SHT'G. DO II CAPABLE OF ';�J @ BOTTOM II II NOT PLACE JOINT E EASE, TRANSFERING = ` \ I BOTTOM _..:,.EDGE NAILING II PLATE OF WALL x 4 SHIM/ Ii {I ....;, I BLOCKING I L TH PAEITH II .. s -1) BEAM PER PLAN �+' _== -'' :.'_ I/ I ' ►�►r`�' PER 6/S7.0 BEAM PER PLAN _��':� .. <:. '' II CLIP 10 O.C. „►-�._ ! w @ DBL TOP p HOLDDOWN I A iAII i DBL TOP �•I - PLATE HANGERS BY TRUSS MNF t --�,'' c� SEE PLAN ° HEADER PER PLAN ■/� �I' �� PLATE ! FLOOR TRUSS o „ Al I 2 10d NAILS .,� �� 3 SIMPSON SILL PER ( ) N BLOCKING @ 48 IM SHT'G JOINT PER PLAN O z r t,I (NIA AT S ) I d- PER JOIST SCHEDULE O.C. W/10d TOE-NAILS �� HGA10 CLIPS I r (DO NOT PLACE !4A i * INTO TRUSS BOTTOM TOP PLATE ��!I DBL TOP LTP4 CLIPS ALONG (3) SIMPSON I PER WALL a 9. \ a N CHORD 10d COMMONS PLATE THIS JOINT HGA10 CLIPS ! (6) @ 24"WALL I� ..� �! „ u . Z <0 ti II @ 2" O.C. 3 SIMPSON ) PER WALL ,I BEAM PER PLAN � II (3) 24" I. SIMPSON Q Q '� " FOUNDATION PER 'I` a��. SHEAR WALL II (N/A AT SIM) HGA10 CLIPS (6) @ 24 WALL o PLAN d = PER WALL SIMPSON II STRONG WALL S^ N EDGE NAILING II ! NON BEARING WALL PER PLAN • r - , . . . - WALL SHT'G (2) @ 12 WALL STRONG WALL II . • \ PER PLAN SHEET NO. U o SIMPSON (1)#4 MIN UNO STRONG WALL POST PER PLAN•3 SEE HOLDDOWN J. SCHEDULE PER PLAN 1 a � e 57• 1 a� FRONTGARAGE DETAIL c2 25 26 27 28 29 i co S7.1 SCALE: NTS 6-035-01 S7.1 SCALE: 1" = 1 -0„ S7.1 SCALE: 1" = 11-0" S7.1 SCALE: 1" = V-0" S7.1 SCALE: 1 = 11-0" JOB NO. CEN-090 U , SIMPSON ,.0 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, /'' DBL PLATE AT END WALLS 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. /,- 8d @ 6" OC EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. .o SIMPSON Q _o o' 1 -4 4-0 O.C. MAX - -• A35 @ 6x6 SEE RAIL DETAIL / // / 03 POST 2x BLOCKING SHAPED BLOCKING W/ DRAG TRUSS BY OTHERS TO FOR CONNECTIONS 2x6 FLAT ,f SIMPSON ST22 (2) 16d @ 4" OC ALIGN W/INSIDE FACE OF PARTY ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN-PLANE �s___ ->-< WING WALL TO WRAP SHEAR WALL SHEATHING II 8d NAILS @ 6" O.C., LATERAL FORCE TRANSFER FROM 0 DBL TOP AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO TYP ALONG DRAG TOP CHORD TO BOTTOM CHORD •• > PLATE POST(BEYOND) BOTTOM OF BEAM TRUSSES 4x4 POST @ \ 4'-0" O.C. MAX 4x4 POST I _, = 3/4"/14(1) SIMPSON RBC ) 11► ,�► 11► �I�I &WITHIN 16" OF BELOW `� /i' II '1 TYP CLIP EACH BAY. �:- /�_ EA CORNER OF 2x6 VERT MNF TRUSSES Q HT � S GAT NOT REQ'D VENTED 0 Q @ � I ,_ DECK&FACE OF � BELOW BY OTHERS r WINGWALLS TO 2x6 W/SDS/4 x 3" BLOCKING. k 0TH HOUSE BE ONE COMPLETE SCREWS @ 6" O.C. �� SIMPSON A35 CLIP,E, � 2x SOLID BLOCKING, '�i BLOCKING SOLID PIECE TO 6x6 POST VENTED BIRD 2 a 1.-- x @ 48" O.C. �� SUBSTITUTE FOR LTP4 �_ "' (BEYOND) BLOCKING ALLOWED �° AT TOP OF (SLIP PER SHEAR WALL PLAN VIEW • f CANS& REDUCE A MIN. OF EVERY SC 0 • 2x WALL FRAMING 2x6 FLAT PT NG @ W/ 2 SIMPSON SHEARWALL EDGE WALL , @ 16" O.C. NAILING(BEYOND) 3RD BAY �° SDS Y4" DIA x 3" LONG @ EA END I \-- 8d @ 6 OC �'� IN �� _ DBL 2x8 BLOCK G \-4X4POST &@ EA POST, W ' i ,� 4 OR(2) 2x8 JOIST BELOW # 10 x 3" LONG WOOD SCREWS • FULL HEIGHT 6x6 POST ° .� ►�I. , i � _ z -� �..�� c - @ 12 O.C. IN BETWEEN SIMPSON EA END OF WINDOW SEAT T ► 1�' -16d @ 6 O.C. U BOTTOM LUS26, TYP W/SIMPSON A35 CLIP �� _ 7 2x8 DECK JOIST (...) PLATE II'► 2x4 CONTINUOUS �� „ r ............. TOP & BOTTOM 16 O.C. t EDGE NAIL PER ..:I�W NAILER =�z �'� _� I ° , a Ct Ct EA SIDE OF POST - �-- -ii M •� SHEAR WALL �, �i•� - 4x6 BEAM -I ROOF TRUSS sv— �..;.�f • • I° �� '� SCHEDULE `ter �t 4x4 POST lk 16" TYP 2x6 © 6 O.C TY I (f 1 CLR AIR SPACE SIMPSON H2.5 INCLUDING SHEET WALL SHEATHING AS REQ'D z (2) SIMPSON 4'-0" O.C. MAX 1 SHEAR WALL PLAN N2 &W/ IN 16" OF EA RAFTER, TYP ROCK CONTRACTOR PER S EAR LL PLA SDSY4"x 3" EA CORNER& SHT'G TO EXTEND TO VERIFY WOOD SCREWS SHEATHING 2x WALL �� 2x6 WALL STUD (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST FACE OF HOUSE TO BOTTOM OF 4x6 ■ ,. PER SHEAR WALL FRAMING c� 16 O.C., TYP AT END WALL 1._0.. ALIGN 4x6 W/6x6 POST SCHEDULE @ 16" O.C. I' �� %" DIA. THREADED ROD 2x8 DECK JOIST, NOT REQ'D D of WHEN(2) SIMPSON HD2A ATTACHED / //#MAX EA END W/SIMPSON HUC46 r-- OR HEADER v TO 2x8 JOIST EACH END 30 KITCHEN BAY WINDOW 31 ROOF PERIMETER 32 PARTY WALL @ R00F 33 POST BASE CONNECTIOIN 34 TOP RAIL CONNECTION 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 NOTE: NOTE: 2 8d @ OC ... NOTE: NOTE: 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS 1. SEE SHEARWALL PLAN AND ;.., �, ,�• 1. SEE PARTY WALL DETAILS FOR ALL CALLOUTS NOT SHOWN NAILED AS PER ALTERNATE NAILING DETAIL. SCHEDULE FOR ALL SHEATHING, I� {. N 1. OVER-FRAMING NOT SHOWN FOR CLARITY. SEE OVER-FRAMING DETAIL II FASTEN BLOCKING .. P EDGE NAILING AND SILL ® V f c� N FOR ALL OVER-FRAMING REQUIREMENTS BY PLANS. 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, PLATE NAILING. II W/(6} 16d EA. BLOCK :- - M 2. SEE DETAIL 32/S7.2 FOR ALL CALLOUTS NOT SHOWN EDGE NAILING, SILL PLATE NAILING, AND CLIPS. �� f 0 o _ 3. ALL DECK MEMBERS SHALL BE PT,AND DECK HARDWARE 1I�� SHEAR WALL SHEATHING Cl) --.. --- g A II - - I MUST EXTEND DOWN TO r.-..� ..{ H "A SHALL BE HOT-DIP GALVANIZED. I�� `` //�, y�yy--- ' F+y 5 II I BOTTOM WALL PLATE, TYP o 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN �� II 2x6 BLOCKING Q p;■C!I CONTINUOUS WALL SHTG ALONG TRUSS N (2)8d @ 4" OC '� �; / 2x WALL FRAMING @ _I�_. .. .. BLOCKING 4 Cd lit PER PLAN FROM DBL TOP 16" O.C. PLATE TO RIM JOIST, DO NOT • ROOF SHEATHING - 3 ....=:.7- _—� -$- PLACE SHT G JOINT @ BOTTOM SILL PLATE NAILING II , PER PLANS AND — - PLATE OF WALL OR TOP PLATE , a) -, �� L FLOOR SHT G I) �\A FLOOR SHEATHING PER PLAN AND II �� __ ,- PER PLANS AND GENERAL NOTES �° M eA GENERAL NOTES ° w �, 1 to its �� 2x6 FLAT DECKING W/ FLOOR TRUSS C Cip �; ,/ i / III �� (2) 16d NAILS EA MEMBER N� l��,, PER PLAN ° o I INTO EA JOIST + „V - I0_■ \\ IBINIMIIMilialliMillNIMIIINMIllall■11111!11 48" MAX, CONTRACTOR / 1 I o c��••;�I�i • �,�" I NEE. �Q 111�I►II I �,� II 12,320 9 i SIMPSONLTT19W//g"0 › -�I I x 6 L A G SC R EW INTO FLOOR JOIST OR O „. { "r".,t, ,_ d � v _ . x BLOCKING OR RIM JOIST BLOCKING PER PLAN I; �� v� EGON�$„� 2x8 DECK JOISTS @ 16" O.C. \ CONTINUOUS DOUBLE CRIPPLE WALL BETWEEN TRUSSES " 15, ��` SIMPSON LUS26 TOP PLATE. (3) 2x6 STUDS EVENLY SPACED SIMPSON N J, Et�1� W/7/16"APA RATED SHT'G LTP4 PER 2x8 LEDGER W/(2) SIMPSON 2x WALL FRAMING @ SCHEDULE EXPIREs112-31-2011 I ( ) 16" O.C. W/2x6 TOP AND BOTTOM PLATES %4" 0 x 4Y2" SDS SCREWS @ 12" ALONG ENTIRE O.C. INTO RIM 11 JOIST / CONT DBL FRONT ENTRY r TOP PLATE c_) = w o __// WALL SHT'G < U w o~ 35 PARTY WALL FLOOR DETAIL 36 PARTY WALL @ ROOF 38 ENTRY ROOF DETAIL -1- CD 0 SCALE: 1" = 1'-0" 6-003-05 1" _ V-0" �� _ � �� z z w S7.2 - S7.2 SCALE: 1 - DECK CONNECTION 57.2 SCALE: 1" - 1 -0 w w Lii 37 Q S7.2 SCALE: 1" = 1'-0" 6-047-01 w z z O F- a_ CC O U U.) W CO a: N a) _ w a N zz CC -1- _c 1 a w 0 E_ . m SHEET NO. U O I v2 a JOB NO. cn U