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Plans (4) MST2O13 ; 00096 ,_,.....„. _vi--- 1 r,i ........ ......,_ RECEIVED • -) ‘..k.) A PR 15 2 . CIGAR N i ��1�iNC DNlsi , INDEX: C '� I IS SHEET ° �U BUILT.? NG UILING SQUARE 1OOTA : � 0 N FIRST FLOOR 46 SF BUILDING SHEETS: +' N Summer SECOND FLOOR 643 SF 1 5.00 COVER SHEET E L -1 N THIRD FLOOR 645 SF 13.10 FOUNDATION/ SLAB PLAN TOTAL HEATED 1532 SF 15.50 ROOF PLAN • 1•1•1•1 dTownhomes 15.40 FRONT ELEVATION ' � 50q SF I S.4I REAR ELE YATION N GARAGE a) h®1 PORCH 17 SF 13.42 SIDE ELEVATIONS 1 A47." to TOTAL AREA UNDER ROOF 1858 SF 15.51 BUILDING SECTIONS = UNIT E3 tn 0 UNIT B: 85=1.0 UNIT 5 = FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN = END UNIT - FRONT LOAD GARAGE inua(i O \ O B5�2.0 UN I T ° SECOND AND THIRD FLOOR PLAN - END UNIT Ti ASREVIATIONS: SYMBOL LE6END: - N E3 5.0 UNIT B INTERIOR ELEVATIONS $a.4 ADJ. ADJUSTABLE DW. DISHWASHER HR. HOUR REF. REFERENCE i7ETA II- REFERENCE: POOR TAG: UN I T E3• E5-4.0 UNIT B ELECTRICAL PLAN END UNIT FRONT LOAD GARAGE ca-, frl A/C AIR CONDITIONING DAR DRAWER H . HYDRANT REINF. REINFORCE (D) (ING) 3068 FIRST FLOOR 46 SF ►'� HDR. @ 7 m I O ALT. ALTERNATE DWG. DRAWING N. INCH R.A. RETURN AIR q DETAIL NUMBER ' SECOND FLOOR 645 SF DETAILS: A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE (ED) (ING) R 5 ROD AND SHELF DI SHEET NUMBER 645 SF AD.I ARCHITECTURAL DETAILS SIZE: FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR ABV. ABOVE DN. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOORS ONLY TOTAL HEATED 1552 SF AD.2 ARCHITECTURAL DETAILS ® N 0 A.F.F. ABOVE FINISHED FLOOR D5. DOWNSPOUT INT. INTERIOR R.O. ROUGH OPENING AD.S ARCHITECTURAL DETAILS ARCH. ARCHITECTURAL ELEC. ELECTRICAL KIT. KITCHEN SCH. SCHEDULE BU I Lr7I NG SEC TI ON Al NOOVI TAG: P--).4 T P-1 A UTO. AUTOMATIC EA. EACH LAM. LAMINATE BHT. SHEET REFERENCE: 3060 SH GARAGE 50c1 SF AD.4 ARCHITECTURAL DETAILS HDR. @ =10 AD.S ARCHITECTURAL DETAILS ASPH. ASPHALT EQ. EQUAL LAV. LAVATORY BIM. SIMILAR I PORCH I°1 SF BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY S.G. SOLID GORE A SECTION TOTAL AREA UNDER ROOF 1858 SF WP I.00 WATER PROOFING DETAILS A6.1 SHEET NUMBER SIZE: FT. IN. WIDTH FT. IN. HEIGHT WP 5.00 WATER PROOFING DETAILS 1 BRG. BEARING EXH. EXHAUST LVR. LOUVER SGL. SINGLE HEADER HEIGHT BET. BE EXIST. EXISTING LTG. LIGHTING SPEC. SPECIFICATION NOTE: WP 5.01 WATER PROOFING DETAILS ` •' FINISHED SQUARE FOOTAGE GALGULATIONS FOR THIS HOUSE WERE GALGUL ATED BASED REVISION OPENING TAG: T � .'> B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT 5Q. SQUARE ON ALAN DIMENSIONS ONLY AND MAY VARY FROG! THE F NISHED SQUARE_ FOOTAGE OF WP 5.02 WATER PROOFING DETAILS _ BLK. BLOCK FIN. FINISH M.B. MACHINE BOLT STD., STANDARD REFERENCE 30`10 G.O. THE HOUSE As BuILT. HOSE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE WP 5.05 WATER PROOFING DETAILS BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL. STEEL FACE OF STUD. I WP 5.04 WATER PROOFING DETAILS BD. BOARD F.D. FLOOR DRAIN MAS. MASONRY STOR. STORAGE OI SIZE: FT. IN. WIDTH FT. IN. HEIGHT WP 4.00 WATER PROOF I NCB DETAILS BOT. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING STRUCT. STRUCTURAL BLDG. BUILDING FLUOR. FLUORESCENT MAIL. MATERIAL BIM. SIMILAR WP 4.01 WATER PROOFING DETAILS City of i INTERIOR �L�V�T ION wP 4.02 WATER PROOFING DETAILS � Tigard Erosion Control GAB. CABINET FT. FOOT MAX. MAXIMUM 5Y5. SYSTEM CONSTRUCTION � OPT. CARPET FTC. FOOTING MECH. MECHANIC (AL) SH T G. SHEATING START T 'O NT. REFERENCE WP 5.00 WATER PROOFING DETAILS To Schedule Inspections: GLG. CEILING ENO. FOUNDATION MED. MEDIUM TEL. TELEPHONE WP 5.01 WATER PROOFING DETAILS Gall (5O3) 639-4175 GLG. HT. CEILING HEIGHT FURS. FURRED(INS) MEMB. MEMBRANE T.V. TELEVISION START POINM,Iiilllk T WP 5.02 WATER PROOFING DETAILS Initial inspection: TEMPERED a Prior to footing inspection GEM. CEMENT FUT. FUTURE MTL. METAL TEMP. E MP E ED �Ill��i i GTR. CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD Fig ral crisp choir. G.T. GERAMIG TILE F.A.U. FORGED AIR UNIT MISC. MISCELLANEOUS 116 TONGUE AND GROOVE ELEVATION / SHEET # ENGINEERING: Prior to final building inspection OLR. CLEAR(ANGE) F.0.5. FACE OF STUD MIN. MINIMUM T$P LINE TEMPERATURE AND PRESSURE LINE 51 GENERAL NOTES GLO. CLOSET F.G. FINISH GRADE MLD. MOLDING T.0.5. TOP OF SLAB 52 FOUNDATION PLAN FLOOR SHEARWALL � SECOND FLOOR FRAMING PLAN COL. COLUMN F.S. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE 55 MAIN F L GONG. CONCRETE (CAST-IN-PLACE) F.J. FLOOR JOIST OFF. OFF IGE TYP. TYPICAL GRAPH I G LEGEN17• 54 SECOND FLOOR SHEARWALL 4 THIRD FLOOR FRAMING PLAN COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM CONCRETE STUCCO OR SAND 55 THIRD FLOOR SHEARWALL 4 ROOF FRAMING PLAN GMU OONGRETE MASONRY UNIT GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL. TOP PLATE ° a (SECTIONS) (PLANS, ELEVATIONS) 56.0 STRUCTURAL DETAILS GENERAL CONTRACTOR O.H.D. OVER HEAD DOOR U.N.O. UNLESS NOTED'OTHERWISE GONST. CONSTRUCTION G.G. GE L 0 5 7.0 STRUCTURAL DETAILS CITY f� `IG CONT. CONTINUOUS OR CONTINUE GL. GLASS, GLAZING OPG. OPENING VEST. VESTIBULE ���'. GMU (PLANS BRICK 5`1.1 STRUCTURAL DETAILS _ I GJT. CONTROL JOINT GL.BLK. GLASS BLOCK OPT. OPTION,OPTIONAL V.G.T. VINYL COMPOSITION TILE i�••A AND SECTIONS) I I I (ELEVATIONS) Approved••-_•�•.....•...•••,..••.._••K- L �'3r'' 51.2 STRUCTURAL DETAILS Approved C-' o � t anall 1 CORR. CORRIDOR GYP.BD. GYPSUM BOARD 055. OBSCURE V.I.F. VERIFY IN FIELD o`o`o`o' y :..soar:r.rr C� i� 00070�0� GRAVEL HORIZONTAL SID G.W. GOLD WATER GYP. GYPSUM PNL. PANEL V.T.R. VENT THROUGH ROOF See Letter to:Fo1Iow_ [ 1 N-4 W 0000000, (SECTIONS) (ELEVATIONS) Attached.. ,....t......__[ CER. CERAMIC G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER CLOSET •'•'''' I - GIR. CIRCLE GWB. GYPSUM BOARD PL. PLATE WP. WATER PROOFING \\ \\ \\ r�� PetNumi�e� LL � _ Ai �� \ \ \ SOIL �_�� STONE �/\/\/\ (SEGTI ONS) (ELEVATIONS) '� (-. GLKG CAULKING HDW. HARDWARE PLMB. PLUMBING w/ WITH / / / r� Address:_. � W G.J. CEILING JOIST HDR. HEADER FUND. PLYWOOD WIN. WINDOW �_ $y:.. Date: '� DET. DETAIL H.V.A.G. HEATING/VENTING/ PVC. POLYVINYL CHLORIDE w/o WITHOUT FINISH WOOD -__- __ STAGGERED .7HAKE 1 \ LIABILITY � 0 WD. WOOD \ \ I I// (SECTIONS) ,T�� ,T (ELEVATIONS) NA AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT � V DIAL. DIAGONAL f inard anal its `�r�f fit �- `� VIA. DIAMETER HT.MGT.) HEIGHT P.S.I. POUNDS PER SQUARE INCH WAD WASHER AND DRYER ►�-- - STONE I PERFECTION SHAKE i I�� ees �. ant es DIE. DIFFUSER H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON ' (PLANS) � f DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER `������������� ( � 1 (ELEVATIONS) �� Nonv;t�I� fir discrepancies ' PRODUCTION MANAGER DISP. DISPENSER HORIZ. HORIZONTAL RAD. RADIUS W.R.G.B. WATER RESISTANT BRICK "J tc�h C`1"1c4` � � °�.� herein. Gary Culp R DOOR H.B. HOSE BIBS REV'''. RECEPTACLE GYPSUM BOARD 4 (PLANS) a �r P RELEASE DATE: 12/23/10 D - s REV DATE DESCRIPTION /� UNIT B&C REVISIONS N \ 04/01/2011 F- OFFICE o J a w J RA HROUGH RO OS • CODE COMPLIANCE: PROJECT TEAM: , A\ o ND DIVISION Z • ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, I ND!GATED, GOVERNING CODES: OWNER: PULTE HOMES PORTLAND w A REASONABLY INFERRED OR REQUIRED BY ANY GODS WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 2008 OREGON RESIDENTIAL SPECIALTY CODE 16520 SW UPPER BOONES FERRY W. / \ • 1 • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILIT'r' OF THE SUITE 200 °- o 51TE N• NUMBER OF STORIES: S PORTLAND, OR q°1224 - R,AGTOR SHALL REPORT TO U SUB-CONTRACTORS. NOTED D i ME NS TAKE PRECEDENT OVER SCALE. EACH SUB GONT I � 1 THE FIELD MANAGER ANY D I SCREPANCY OR OTHER QUESTIONS PERTAINING TO THE WORKING DRAWINGS AND/OR LU SPECIFICATIONS AS DETAILED IN CONSTRUCTION AGREEMENT. BUILDING HEIGHT: 5`1'-1O" TO RIDGE PHONE: (505)221=1 151 t i n 1- • AX: (505)222-11(1(1 N , \ F THE OWNER AND SHALL BE CONSTRUCTED I N ADDITION F Q NISHES ARE THE OPTION O ���.. ALTERNATES AND F I _ 0 ALL L MAP TAX LOT NUMBER: LOTS I-88 I N LIEU OF THE TYPICAL CONDITION AS PER THE SPEC 1 F I G JOB SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH x THE FIELD MANAGER. m OF W RK AND PARENT PARGEL(S): ISI ISGA = 00100 3�N3nb H1gE, A • EACH SUE-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES O O I S I I SGA - 00200 M s SPEC IF I GATI ONS AVAILABLE AT THE PULTE DIVISIONAL OFF ICE AS INDICATED I N THE TITLE BLOCK. STRUCTURAL HARPER HOUF PETERSON RI GHELL IS INC. r • w A - - w I S I I SOA = 00500 -- _ .��■ _ �° '� SW 1 35TH AVENUE ENGINEER: 205 SE SPOKANE STREET rr. _ - - - ISI I3GA - 01000 SUITE 200 `, j `� r:i ,i mw°y am, M PORTLAND, OR 1 1202 ,\\ N - T■_ ■i-.�i ._.� N ° i !. I o■ �, �� �� - `" PROJECT TYPE ¢ w z PHONE: (505)221-1 151 \\\:\) ,��®� : ��� �,,�, � \ ``��'".�:.:'��/��i�#.��>�1 �FAX: (503)222- 1qq n Pa 5� �/' , ��'® �,, MF LOTS 1=16, 84=88 = SW ROSEMARY LANE \ ti *_ , "� ~LOTS I`1°68 SW SAGE TERRACE ' ��� �'.� V ryb � o C< �' "��� �P� � hc/ � w COMMUNITY NAME LOTS 6q=85 = SW MALLOW TERRACE < y p. �64Y �. < N.° N '' ! dbd ,�.. . /1111,l'AL�5 s Summer Creek TIGARD, 0R q°I223 CIVIL PINNACLE ENGINEERING '�` + '' 4 �� ail` J R AD d ♦ ,, - Townhomes ENGINEER: 1°7°151 KELOK O by 3 °mss b Y 6 a Vr J 6 LAKE OSWEGO OR q°1034 \, ® k' o LAWSON COMMUNITY ID : �: -jam viir \ -�, -V± . w 0000 TRACT A AND LOTS 188, INCLUSIVE, OF VILLAGE AT PHONE: (503)656-4-005 , . W SUMMER CREEK IN THE G I TY OF TI GARD, WASH 1 NGTON ,. , • w .. , t ! w 4 FAX (50S)656=4015 \\\ �. , - >>"w _�, GARAGE HANDING COUNTY, OREGON. p '� a .. . 1 § : / / a� Varies • a ' U moo 4 , . 4.\ ®;, � Z SPECIFICATION LEVEL XXX �i�7�• 4,,\\\ 1��� s,Ns � , p .,.. \ i PA M1J .r` PLAN NAME r^ !f . I • � : �- � :� de., 1� NP\ dittAp LAWSON PLAN ID • 0000 e 8 44. LEGACY PLAN NUMBER NAME ,q .\�o� .�� 0000 S R 1 \ o.q �� SHEET O �4 (c) Copyright Pulte Home Corporation - 2009 13.00 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / COVER SHEET / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 13\BUILDING 13 COMPOSITE.DWG . O � N N ® -! N / / • Cr) d1 �'-� ,I 2'-10" 8 -67-4 24'-1-2' • T '� &2II CJ QI QII r // / • ;a-3 �I N r°1 t _,s' (1)�-I \ET'-- 7 , z , lawCNi \ -re -/ ,_ _i/ ail pi0.4 rd is i % i CIC a))-I . mS = 6.1 j ®� O P3.03 .4......) !� -O . GONG. , 1 PAII2 zo O o 0 I V) i r-I P.11 1 T.O.F.W. T.O.F.W. --\ 100'=01' 1001=o" N 1 i \- III ,... . 0 .:4-' 8" 14'-a" 8" / / / / ' 7 I I= 1I 6J21 41=4 1 / ,— ,e 0 o j 0 0 O In ° 6 ° V O ( P w O —IN I in 111 I_ 111 ° PRODUCTION MANAGER cn " Gary Culp RELEASE DATE: 12/23/10 REV # DATE /DESCRIPTION 0 UNIT B&C REVISIONS 04/01/2011 0 w J Aw J 7.0.i-.S. 100'-0" — \ A ILI b - H �- Z ^ `1' / \ 1-- 1 m W ` W n i O W,_ ii 1- W 0 7,1- /---T.O. .5. WPI.00 cfcl I=4II I A _/. \- Yuji- A SEE cn O 7.0. .1A1. PACE 52.1 9 X in PROJECT TYPE f _ Z MF Ln o J El A2 E52 °- COMMUNITY NAME 13.51 WPI.00 Illiglir N Summer Creek Townhomes / / / / 0 LAWSON COMMUNITY ID S'=-1,I 101-S' W 0000 / / / Q W 161-0" ac GARAGE HANDING / / z g Varies o UNIT s (LOT 4-7) . SPECIFICATION LEVEL 0 T.O. FOYER SLAB = 100'-0" ° Z (SEE SHEET 83-1.0 FOR w PLAN NAME J Avr,I TI OVAL INFO.) Q NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I ® L) N /\-r- N/ si A72, _ SHEET 13.10 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / SLAB EDGE PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 13\BUILDING 13 COMPOSITE.DWG r ° 1 O N O9, N Cli U' 0,N . ,� 1 > .--, . ,immi !ill) 1 :4■41) cn 0 7:1 o ,� c/ LD-4(1) Auj ® 0 ii r-i P-iii 0 0 wOO VENT LE�ENT:, r , ROOF VENT E33 0 6" COLLARED r VP5.01 EXHAUST VENT • 4" COLLARED EXHAUST VENT I 0 I Li " O 0) B2 UNIT a ATTIC AREA: 646 50. FT. (...D VENTING RATIO: I/500 RIDGE TOTAL NET FREE P-1-4 VENT AREA REQUIRED: 310 50. IN. 0 0 HIGH VENTING*: 155 50. IN. MIN. TO C) 248 50. IN. MAX. LOIN VENTING: 62 50. IN. MIN. PRODUCTION MANAGER Gary Culp AT LEAST 50% AND NOT MORE THAN SO% OF THE TOTAL ILI REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RELEASE DATE: 12/23/10 REV I DATE /DESCRIPTION 1 UNIT B&C REVISIONS if l — N 04/01/2011 0 Lt.' A J I< U //�� 52 N A O P5.0# F-- z W n 1 w 1 a w W w A / 9 I \,` n 11-1. 0 ill r 0 x GRI GKET EZ f 7 5E LOIN-- 8:12 5:12 _ v) L W 1 T` Q l0 I I Q I O \`Ni J N EN I PROJECT TYPE u- Q\ o I & o MF �L G2 ✓ H 8:12 8 12 INP5.O1 0 J _�®�� SLOPE Pw COMMUNITY NAME N Summer Creek II II—O" 51 52 Townhomes EAVE 13. 1 13.E1 0 LAWSON COMMUNITY ID TYP Q 0000 W cK GARAGE HANDING z Varies UN I '. S (LOT 4-) z SPECIFICATION LEVEL 0 0 1 z 1 „, PLAN NAME 13J J Q U V) NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 0 0 P A N, SHEET 1 1 13.30 (c) Copyright Pulte Home Corporation – 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / ROOF PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201–TCG3–SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 13\BUILDING 13 COMPOSITE.DWG 0 KEY NOTES — ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). 0 1 2. CORNER TRIM PER BUILDER. j�1 , 3. LAP SIDING PER BUILDER. T N 4. SHAKE SIDING PER BUILDER. CP Cf), t,L,‘ 5. BOARD AND BATTEN PER BUILDER. • riming 6. ROOFING MATERIAL PER BUILDER. 1. BRAGKET PER BUILDER. • ! 8. 4x6 POST PER BUILDER. w c1. 1NRAPPED POST PER BUILDER. (2) cn 0 10. DECK RAILING PER BUILDER. raC$ 0 rd (75 a) p. t ,11......) r-i ® o N 1 ' 23 i 0 P -.41 V-4 V SILL JAMB HEAD S 65 ' G2 B2 A2 A17.2 WPS.OI i--4 i i F'4.0_ P4.0_ P4.0 62 ♦ 4 P5.0_ 12 _ 12 PRODUCTION MANAGER �> \4_ _Øi1 RELEASE DATE: 12/23/10 I , ,• ;=LOOK 5 PLATE HT. - - _ - _ _ _ _ REV # DATE /DESCRIPTION A UNIT B&C REVISIONS WINDOW HEADER HT. - - - - - - - - I - - -_,- - -i - - _ v) 04/01/2011 1 6" TRIM o a A —ia, J ! I 4" TRIM c.1 I— B - ; A � o 1 n N 2 z A 1 I i w I 5 a w FLOOR 5 Ff. 1 A X., ■ ii O 1 mIb- N 1 w FLOOR 2 FLATS HT. x A w A O W N ' I I 6" TRIM r A TT I L G5 v) P3.0•TYP. 2 A Y I x - o I N (0 _- I -_ -- -- 4 z MF PROJECT TYPE IMRE. 2 0 -la . E __ __-,-__I_J----j___-_ I 6 TRIM COMMUNITY NAME NI-)FLOOR 2 F.F. /n• J -�—_� -_ T Summer Creek N D Townhomes -� FLOOR I PLATE HT. , —♦ - - - o LAWSON COMMUNITY ID WINDOW HEADER HT. 1 W' 0000— , _ _ r—c4 UJ GARAGE HANDING cn — I WP5.oI — ' I g(5-_ — — A4 Varies III -16) , i1 - I 111 e — — P4.0 _ _ — I TYP. ° SPECIFICATION LEVEL - I 4 z B ' — i P4.4 ° o III TYi�. o — I 6" TRIM PLAN NAME I I N 1 i FLOOR I T.O.F.S. , ! _ _ _ J ♦ ♦ - - - - - - _ _ Ism a N NPC PLAN NUMBER G5 65 A5 G2 A2 q 6 TRIM AI Z LAWSON PLAN ID 6 TRIM I , — P4.0 P4.0 P4.0 WP3.G I WP I.00 11P5 01 THRESHOLD JAMS HEAD D — 0000 M LEGACY PLAN NUMBER /NAME I U N T 15 (LOT ' 0000 T.O. COYER SLAB = 100'-0" 1 15 [ IWN,,,,t,1---- EEVINT-- lob\,. SHEET 13.40 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / FRONT ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUTBUILDING 13\BUILDING 13 COMPOSITE.DWG 0 KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o 1 0 2. CORNER TRIM PER B N UILDER. S2 N 3. LAP SIDING PER BUILDER. ® T 4. SHAKE SIDING PER BUILDER. C!l 5. BOARD AND BATTEN PER BUILDER. • • 6. ROOFING MATERIAL PER BUILDER. > ..-, 1. BRACKET PER BUILDER. • S. 4x6 POST PER BUILDER. w ci. WRAPPED POST PER BUILDER. a) 0 10. DECK RAILING PER BUILDER. Yati O O rQ cic (:4-.., c,9 ,....., , 4.4 - .1-J c nO °T, 0 )=.i :'.--i:) P.i-1 . > rf O CD w w SILL JAMB HEAD G B I� A I G2 PRODUCTION MANAGER P4.0 P4.027 P4.0 WP5.0I Gary Culp RELEASE DATE: 12/23/10 FLOOR 3 PLATE HT. REV f DATE /DESCRIP110N ss UNIT B&C REVISIONS WINDOW HEADER HT. - - - - -- -- - - - - - - - — / \ ---- -- 04/01/2011 I o I WI A J - a -i I-- � _ TRIM I c, , - II I (I) C A NNNN:\ .n r- O V! im I z W A 1 2 - - � w a FLOORS E.E. - -- --- -- - - - - - - - - - - - - - - - - - g n/A I k) II mi�r ------ -- - ------- ---- -- -- - - — ~ if w �1 , FLOOR 2 PLATE HT. - — w y A 11-1. 6 W I NDOW HEADER HT. -- - - z ?C AI A P4.0 — ----- to TYP. w w /� N _To - = M X I N CC)kr , 4 TRIM I `' PROJECT TYPE z ° MF 10 0 P4.0 w TY COMMUNITY NAME P.� FLOOR 2 E.E. Summer Creek mid- ci FLOOR I ELATE HT. Townhomes o LAWSON COMMUNITY ID WINDOW HEADER HT. -- 0000 - - --, 1 h w et cn GARAGE HANDING 8 c� z _ Varies H. _ I <_] � ® _ -� I- o - - SPECIFICATION LEVEL 0 6 TRIM I --- — o — Z f` ♦ = j J J j PLAN NAME FLOOR I T.O.F.S. —;_ - -, ``1 J I MI r r 0 NPC PLAN NUMBER GI ` �� ::.:. z LAWSON PLAN ID P5.05 0000 UNIT 1E3 OT 41) LEGACY PLAN NUMBER /NAME T.O. FONr S SLAB = I00 -0 0000 L) I I 15 REAR 1 1 V A T I ON SHEET 13.41 (c) Copyright Pulte Home Corporation - 2009 0 KEY NOTES — ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o o N 2. CORNER TRIM PER BUILDER. j N 12 12 0 PER 8U I . DER 3. LAP SIDING L N•1 r� P 6 6 4. SHAKE SIDING PER BUILDER. VD Cr), 5. BOARD AND BATTEN PER BUILDER. • r—I '-d vl B 1 6. ROOFING MATERIAL PER BUILDER. 1 - - -_-- 7. BRACKET PER BUILDER. • r°( (IV, S. 4x6 POST PER BUILDER. ---- — — 1. WRAPPED POST PER BUILDER. ":.) cri 0 DECK RAILING PER BUILDER. 1 FLOOR 5 PLATE HT. - - - - V N W I NDOW HEADER HT. — — — — — — -- p.1 r-� Ct) O N 0 c-0 — 3 P—I ',co' Pi. 1 1 1 1 - FLOOR 3 F.F. - - miit\ s ii ^ - - - - - - - - - - - - - - cv FLOOR 2 PLATE HT. — - — — — — XI I— — — — — [ WINDOW HEADER HT. •-- P3_o3 P3.O _ _ _ _ �� ! i 3 FLOOR 2 F.F. - - - - - - - - - - - - - - - - - - - - - - - I FLOOR I PLATE HT. 1 r I- \ - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - WINDOW HEADER HT. •`..-0.° CJn 8 ` -id: o Cr) H 6" TRIM E33 Aleak p W WP 3.0 I WP5.01 � t • i I W FLOOR 1 T.O.F.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •;- - -T- - - I I 51M. W `� ♦ - - I :.. ' 12 12 6 6 AI 1 , 1 ! P3.0 i I PRODUCTION MANAGER UNIT S l._O T 411) T.O. FOYER SLAB =— I DO O n , �II Gary Culp I B2 I RELEASE DATE: 12/23/10 S Lo) 1 1 N\ 5 I i—F --r-- i � P3.0• REV I DATE /DESCRIPTION UNIT B&C REVISIONS I 0 UNIT B C • FLOOR 3 PLATE HT. - _ _ _ _ _ _ _ .� _ o _ J _ - - - � a A WINDOW HEADER HT. - - - - - - - - - - - - - - - -�- - - I - - l�- � - - - - - - I I �i N 54- x6 TRIM I I, I � I , I N a O 5 I -IQ I i H V 11 I O Z Q ' co 1 w `p 6" TRIM I 1 w -- - G I _ I Xfti 0 I I 5 I r I L I N 1.--w I w I O TYP.= � i c, A 11-1,, () I . . I i I �I . 1 , � I� I R 2 P ATE HT. _ _I AT r WINDOW HEAER HT. I— - - - - - _ W X — N Co I -- — `" PROJECT TYPE z MF O Ln dJ J- o i — w COMMUNITY NAME o N Summer Creek I u -- I D Townhomes FLOOR 2 F.F. - - - - - - - �_ - ♦ - - - - - - - - - - - - - - - - - - _- - - - _ - - - - - 0 LAWSONCOMMUNITYID miv-\ \ - - _ ' - 0000 Y FLOOR 1 PLATE HT. 1 I - - - - _ - _ - - - - - a - J \--- i _ �� Lr GARAGE HANDING WINDOW HEADER HT. �� - s - I - - - Varies 1 l 8 0 - z SPECIFICATION LEVEL -Ids O co 1 ' — o U) PLAN NAME w 6 TRIM I - - J ---------- - - ------------ -- ---- --- - ---- N NPC PLAN NUMBER( \:\ FLOOR I T.O.F.S. - - - - - - - - - - - - - - - - �. - T-_r--- - - - - - —� -� z LAWSON PLAN ID "' 0000 .-.# LEGACY PLAN NUMBER /NAME GI Allk A3 0000 gP3.03 WP3.0I 1^1P1.00 UNIT ��O T �> 1 T.O. FOYER SL.AE3 = 1001-0" SHEET J I I 15 I - I \A T 13.42 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin 1 SIDE ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 13\BUILDING 13 COMPOSITE.DWG 0 KEY NOTES - SECTION: ,�.{� I. ROOF MATERIAL PER SPECIFICATIONS. O V' 2. MANUFACTURED ROOF TRUSSES 0 24" O.G.. N 3. GIRDER TRUSS. 0 4. R-4c1 INSULATION IN CEILING. CJ u N 12 12 5. I-JOISTS PER MANUFACTURER'S • -6 v1 2 SPECIFICATIONS. 6 6 i 6. R-30 INSULATION I N FLOOR. N 4 r-1 ROOF TRUSSES 1. 2x4 STUD WALL. r� SPAG I NG PER 5 12) (J.) 0 ■ 11 - iWIM S. 2x6 STUD WALL. MANUFACTURERS I q. R-2I INSULATION IN WALLS. rid O O LAYOUT FLOORS dl V± • •.vWil - FLOOR S z- 2 12 22 - C Z/ tc I) (t9 I 5cf'=O" 2'=• ' 'r--I ---- - f-- -• _, '°�-' E3Ei7ROOM 2 Ll∎lI.:71 IY O . 13ATi-f Ok N S SUITE n Li-, -1 / a 5 . 1 FLOOR S F.F. FLOOR 5 F.F. __ - — I - - FLOOR 2 IIIUiiiiiviIiii I IIff2 {o - !' ► I GR T i;?EAOO K I T ILL -ice Gf°f ---rl_.___, I N I � Ti x G4 P4.0 F:I =■ FLOOR 2 F.F. ' 1 FL®OR 2 F.F. \ FLOOR 16_4.. ,44._. . 4. ,,.. . ±���� , _�����rIL .4 r�� _���� 4. ,4 ..4. .. .4._,... . �-4.4.. ,. .. . 4,. .. IL AA!,���._... . ;�����4...�1_4 :4� � FLOOR I `i ri c!) li S_o, ": 2'-0"' ' 51 =O I� 2 _O 1.c_..4-1 i O / -_ - - - - G.Ai4e.AG -kfl Ti cr) w Co cn C.D CD F 2 12 6 ' ` 6 2 •i FLOOR I T.O.F.S. FLOOR I T.O.F.S. II II - - - - - - - - - - - - --- --- - --- - -- --_ _ - - --__ _ -- - - - -- _ - - -- - - -- - -- -- - ----_ - - - - - --- - - - - - - - - - --- -- - -- ---- - --- - - - - - - ---- � 4 CB ROOF TRUSSES PO SAN PER i MANUFACTURERS I I I LAYOUT PRODUCTION MANAGER FLOOR 3 �'♦♦�♦ �♦♦,♦ FLOOR 3 Gary Culp .. �cO' 2 \ RELEASE DATE: 12/23/10 52 SUILI,ING SECTION - � e REV# DATE /DESCRIPTION •i •i ,/ I. UNIT B&C REVISIONS \ / N L 04/01/2011 71-1 2 �°# 1`i . ,� ". 1 .C . —�� w A O \ / .� (0 a I— Ix cI \N \ l a �Q( �i (V A [� tI 1 v \ \ q Z 1 FLOOR 3 F.F. 1 -_ • I. - - N FLOOR 3 F.F. _ \ w FLOOR 2 1 I \\ � _� FLOOR 2 N A X v __ __ - - — - - t to Ei 1 10 ►i ►i N / O �i AD.2 � I ►� x \ �i - cn x Lu \ % —Id, w Gik AT i IOO1� Z oz \ i= I�i� _ A c0 L d N I SIM. X S) W _ \N El " PROJECT TYPE I '` Z MF ,s i,, 6 B v \\ P3.03 N • _ _ \ `I FLOOR 2 F.F.r �I FLOOR 2 F.F. - - - N - �'�"' F��- �� 4 F \\ _ _ -_ _ ` - -'s :- ` ♦ - - mit• w COMMUNITY NAME FLOOR I ! 1;144_4 ����� 1��������� 1�� ����� ��� . �� \ I ; 1 FLOOR I `� mm Summer . %.00 'a \ �i 1 1 J _ Townhomes Al ti \ ■ S @O ♦zi -r� O LAWSON COMMUNITY ID P3.03 :� \ Q 0000 ►: \ - ►� �,/ GARAGE HANDING GAKAG ® T i� i�®ice F-f — : I > Ci CO Z Varies . Q AS .. J ,r r , 0♦ / z SPECIFICATION LEVEL WPI.00 ►: .. 1 I ,/ o CA FLOOR I T.O.F.S. 1 .° —� _ _ FLOOR I T.O.F.S. z : '' ♦ PLAN NAME 1 1 s..-rte w 1 1 Q 1 5 I A2 ♦ i AI�.3 WP�.00 � NPC PLAN NUMBER s ft.....- O ♦eft •� z LAWSON PLAN ID BUILVING SECTION 0000 6I LEGACY PLAN NUMBER /NAME 0000 UII SCITNS J %N. IT ® i 4 ) SHEET 13.51 (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 TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 13\BUILDING 13 COMPOSITE.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE 5 12" O 161-0" 16'=O.. o ROUGH UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE ( f t ) 5 1/2" ROUGH. j " I B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 1 l V UNLESS OTHERWISE NOTED. (n "n, ,N 4'°-12" 2'-1O" 8'-62" 6'-02" q'-112" • G. ALL CONCENTRATED LOADS SHALL BE • • •1 Zi / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS,"62" 8 °O" I =I z 8 =0 POSTS AND/OR SOL I D B LOG K I N G. // / / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING •(Z UNLESS OTHERWISE NOTED. �' C/) 0 E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL N 4x6 POST x6 POST OPENINGS UNLESS OTHERWISE NOTED. 0 or\ \ ,Ni \E l u� \— - — - - - ® — F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE V (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS �-+ SHALL BE (2)2x4 MIN. �., GOING. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS T 1 ",AND/OR GIRDER TRUSSES UNLESS OTHERWISE •. r PAD O O O O N OTED. P°9 C1)_ CO = CO H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, p 0 S'x5' HANGERS SET SPACING FOR ALL TRUSSES. ® N i i � � � LCD 3x n ' 3 ® GONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE I•"1 GONG. i j cV r-+ PAD Q PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR x l EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. \ \ -\ \ ' j ( 1• \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE SI FLOOR, PER 2005 OREGON RESIDENTIAL . SPECIALTY CODE. • I o J. PROVIDE FIRESTOPPING EVERY S'-I I/8" /j�r 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 -40 SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" g DIA. -4. In Ln Ln in = L. ALL GUARDRAILS TO BE MIN S6" ABV TREAD ' d- INCLUDING RAILS AT OPEN SIDES OF STAIRS. ' in to M. ALL GUARDRAIL BALLUSTERS TO BE SPACED �• 2 AIR. SUCH THAT A 4" SPHERE CANNOT PASS 1-P-4 ID TA1N1r, 1se•1' 6iizs‘FR.AC7n BETWEEN BALLUSTERS. 81-I I/8 N. ALL HANDRAILS 1 GUARDRAILS TO MEET 2008 0 E I5'-2" x 58'-0" OREGON ��� S� RESIDENTIAL SPECIALTY GODS. 0 4. 4'=4" I °82" �i'=12" 4'-�" I'-82" q'-112"' O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE � 6 -8 , MEASURED VERTICALLY FROM SLOPED / / / / / r PLANE ADJOINING TREAD NOSING, OR FROM CJI _ FLOOR SURFACE OF LANDING. P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT ARE SUBJECT TO RELOCATION DUE TO FIELD C: CONDITIONS; CONTRACTOR TO VERIFY. STORAGE -. < p O UNDER u an in STAIRS cc W • O — PROVIDE GYPSUM O KEY: -.4 , \- BOARD UNDER STAIR DENOTES WALLS WITH TOP PLATE GREATER THAN PC:i ea 'y AS REQUIRED BY ir 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS W co O THE 2008 OREGON m FROM FLOOR DECK TO PLATE PO RESIDENTIAL CODE ' I_-_I $ tit 1 -- CJ) -1(Y -ICA _ DENOTES DROPPED GE I L I NG OR SOFF I T tn Ln I �\ c in PRODUCTION MANAGER �� / Gary Culp / RELEASE DATE: 12/23/10 _ 2 z U� / REV I DATE /DESCRIPTION tt1 Q AD.S / / UNIT B&C REVISIONS W cVl N IY 1- I 04/01/2011 0 d z n A2 tut_ (Y1 .� 2868 �Y� w 1R. @6'-i" I \ C\(<1. n i nil— ---,,:i, AD w III = - 51 MPSON N 5=1 52 -iN 1CV STRONG ^ ! O / y/ 'T WALLS X 0 V, —\ ♦ `l- •l - ♦ i -icv 80`70 or? —icv („ / HDR. @ 1 -O d O O O o II ! I I' , - - - m rn ' = - N PROJECT TYPE - – � z –ICV — – Ici O L J Eft♦ if)\ `+. cn MF ci3\-9 o ® ° B I m 62 w COMMUNITY NAME Summer Creek Townhomes o LAWSON COMMUNITY ID 10" 8'°3" 1'=4" / / / / 2'°5" 2'°3" 4'°112" 5'952" a �0�� / / // / / w 5'°7 10'°SCI 1 I GARAGE HANDING �✓ ce / / / 2 II 8�� 52 IO� �✓II v) // // / z Varies / - z z SPECIFICA11ON LEVEL 0 16'°0" o / / o z 0 PLAN NAME w -I Q 0 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME I ® I 1- ® I l ® A 000lo t ® 11 1- ® LJ 7 1 1 ® / a I A /\ 11 S I �S I 1 1 ® ® 1 SHEET 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\N3W1020l–TGS3–SIMMER CREEK TOWt1HOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS – UNIT B.DWG FLOOR PLAN NOTES 16 -p A. ALL INTERIOR PARTITIONS ARE ( �` f ) 5 1/2" O 1 ROUGH UNLESS NOTED OTHERWISE. ALL cy EXTERIOR WALLS ARE ( t f ) S 1/2" ROUGH. a� " .. N B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r UNLESS OTHERWISE NOTED. Cr) cn G. ALL CONCENTRATED LOADS SHALL BE • -6 16 -p II TRANSFERRED TO FOUNDATION VIA BEAMS, ci =� 61-5" POSTS AND/OR SOLID BLOCKING. / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 1� UNLESS OTHERWISE NOTED. �' cry 5'=52" IO'=62" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL I ri .r .�' .r OPENINGS UNLESS OTHERWISE NOTED. O - __- O (:), -- 4'-52" 6'=5" F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE p4 / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. �, G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS I7�GK ® � _ _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE •� O I O - °IJ N O NOTED. ' z a O `C Q II - H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® o 0 O i 5I-11F61 Q ® HANGERS SET SPACING FOR ALL TRUSSES. c - i O I— 0 ' I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE P•ml cOd in � I O 0- O n WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I ' IL EGRESS OPENING OF 5.-7 SO. FT. WITH MIN. I \ _ ♦ • \ ---------- \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH �1 III r SILL HEIGHT NOT GREATER THAN 44" ABOVE rO r` -7 O/ 5' TUB/ FLOOR, PER 2008 OREGON RESIDENTIAL ,� II ve% SHOWER SPECIALTY CODE. j/��%� `` J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" /j�'� �C ,)• IBATH Fri VERTICALLY IN MALLS > 8'-I I/8" t0 _ `�/ /\ m (• i— K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV 5- o 4 E3E17,ROOM 2 TREAD AND TERMINATE IN A NEWEL POST OR �i T.F.e (1 8'-I I/8° -_° SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" CH AT ROOM (I) p _ DIA.„ aaxlo-3 �. a-I1/8 i IL I5'-O” x I5'-6" _ gas, 100 5F j H.S.X . L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD 233 SF J i o v„J 2468 INCLUDING RAILS AT OPEN SIDES OF STAIRS. I da in - ' MATGHL I NE 'A' 1` T.R. M. ALL GUARDRAIL BALLUSTERS TO BE SPACED �� -ici r ♦ ' SUCH THAT A 4" SPHERE CANNOT PASS < • - (A BETWEEN BALLUSTERS. 4068 B I PASS I I r , \ N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 ',4 V = OREGON RESIDENTIAL SPECIALTY GORE. Q • N bl1 � -� -fi 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE Q Q LOFT S$R N s'-b", MEASURED VERTICALLY FROM SLOPED w - + + PLANE ADJOINING TREAD NOSING, OR FROM Q ' �„ ' „ 2868 )[ IIfl FLOOR SURFACE OF LANDING.WASHER 4- 52 5 6 8 m2 I II i l u l � HOOKUPS E--+ � / G. H.S. I (I' ii ill P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT O _ -3.0 i �II -;I ii I -i(v ARE SUBJECT TO RELOCATION DUE TO FIELD -��I OPT. STACKED N I r - o GO D I T ONS; CONTRACTOR TO VERIFY. N r") AD.S s. WASHER DRYER - / — / 3050 SH -—- c0 5050 SH fi >. '��' � � _ �► � -' _ t I i-4 r 6 /liar LAUNS7RY • -iN HDR. @ 8=O i i m —ICI i�DR. @ 6 10 �.� .; - i _ I OPEN BELOW _ KEY: O \ - _ 0.� ,_ i D/W �` O - x,-42 LOW i ''� DENOTES WALLS WITH TOP PLATE GREATER THAN Q d u AD.5 SINK _ _ ' y� fid �� H WALL - \� 12 VENTED = 8'-I 8" F - t� / ABOVE LOOK STUDS TO BE CONTINUOUS ► O m U1 tu V II I /\ O = O m — !Y o z -� O H Q 42" LOW r SHELF I-- u � G/E3-5.0 - O i-- rzI 9Y 1— \4 r.. x60 r FROM FLOOR DECK TO PLATE _ �� WALL iG I TG�-f�N -� - ,! AD), z r_. .� OWER 4 U d Io r 1L . ii L' 068 _1 s I w G cn1 t -f —t— z z i'� o = -1 Q — - — I I Q O IO > r O ® _ J �� AD.S �� f- 2468 e DENOTES DROPPED CEILING SOFFIT ED GEL GOR50 FT �i Z I ! G. ! H.S. H/8°5 0 CO PRODUCTION MANAGER I- CLI d N A- � � �, .o � O NE1� S OATH : uDPATE tY �?- C�/85.0 / i/ / /IN 4 : 12/23/10 O � k T. .A .S REV A CO �� / / I D TE /DESCRIPTION �; V®�1®� / UNIT B&C REVISIONS 119 _ _ iii U �,d > @ > l 04/01/2011 Alk =i1■1mMeim liliM 6EINM l t)'' ,,,h i I AD.✓ =« /A 0_ 9n - _\ w a • BROOM III 2468 A O GA5 ,_. N z 1 in V 0'N 'S SUIT r 1 . .:-,-oki d •--� 8-I I/8 - 4- 9 cs � I � — w_ I N 11�l C�_ ' II xI2 4 m a'-I I/8" A.I.G. Si 1 SF N In (1 10'-4�� x101-0" i r( 0 (N 101 SF n•� X w� �L ( Q I l a 5$R T.P. \ ' _ \ \ .. _ / O I O I� Cl I 111 I X N ' ` \ \ \ 2 \ \ Z PROJECT TYPE \ _ \ ---- J = - - \ \ 2 - MF o � o � o 0 I o (n � � _ °" . SI COMMUNITY NAME© 52 O © BI 52 in in 0 Nij Summer Creek -.-- O Ix I I-.-- O Ii -.-- � K ®m m Q � a J Townomes 5'-6" 5'-6" � n o LAWSON COMMUNITY ID 5'-O" 5' O" 5'-0" 5'-IO2" I'-I2' -' / 4' / / / • / w 51-0" II -O 51-0" II O 8 HANDING / / / / / / i Varies GARAGE 0 z SPECIFICATION LEVEL 16'-O" 16'-O" 0 / / / / o z c„ PLAN NAME w J Q 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 J ' � ! I S I C- ON I 1 0 ,0 AN L) NIT TH I I I 0 ,01 I AN SHEET 1 B3.2.0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 2ND - 3RD FLOOR - EE / F,\BSB SFEPIIGATED\PULTE PRQJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG E3 1 c.iN ® N GHASE 7-FOR VENT • P°l Cn Cr)■ Q1 WMSG301-136 W2436L 1^12436R W2136L I / N i W2436R W3�i18 W1236L LIGHT / v 4. > -- -. ------ , -- / �N �: cu / 1 \ \ w - _7_ (2) cn 0 v � 0 , rzc:8 ro _, / r- � NI i- I ;..4 REF. I = / RC') \ SPACE \ 0 ' O �" , �— j t I 1 r <11'I \ � � C) 0 cal \m X i A \ �� --- / y -----� --- -- \- -- iv , , I/ ,,‘,\\,\ J . ,\ - , i i , , \ ,/ s , f„ „„ , , . , 1324L DB418 RANGE 13248 BI2L DIN 5836 2._0 I,_6„ 2�_6 2_p _�, -O" I _p 2'-02" 3�_O1 q�I // r;4F- A K I LTC 154 E N 5 KITCHEN K I T H N POJER 5ATk REC,ESSEE7 / f - - Allin , \ cO\ \ \ ------ &AS =PLC w - _ 1:7.V. O O 56" .�. - `q R.O. FRAMING = P v'v -LUSH HEARTH ! / _ VARIES / G 1 ,..-<' r G PRODUCTION L MANAGER Culp MANTEL Gary P AS RELEASE DATE: 12/23/10 SPECIFIES REV # DATE /DESCRIPTION ^ UNIT B&C REVISIONS GREAT ®®M' \ 04/01/2011 Ci 0 OFT I ONA w ii A \ J Q U N c<i A II-j p F- Z s1 w A 1 W LI LIGHT N n Xtv O LIGHT w \ l v' A Ild 0 YENTEI: X SHELF 42" i w si 567"x 42 MIRROR in SHOVER Y CO MIRROR ro O \ I _ �-1---- PROJECT TYPE _ -- _ _- z MF ir E %1 L� — J - I T h ri �,. \\ ® I \I d ___,z_ � , I COMMUNITY NAME x � N■T { e m I I I Su mer Creek 1 \ L. -� �____� Townhomes o LAWSON COMMUNITY ID �, f i 1 VSDB3363OR V5D1386036 1336 a w GARAGE HANDING f 31-0" / / 5I-0" , , 5I-0" , z Varies ce 0 BATH #2 0 OIAINER I S SAM H 0^NER 15 SATH L zo SPECIFICATION LEVEL 0 z 0 PLAN NAME w -J Q U 0 NPC PLAN NUMBER 0 E_____-=- 1 Z LAWSON PLAN ID VATIONS. � � I � � I � ® - 000 0 LEGACY PLAN NUMBER /NAME 0000 SHEET B.3.0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT B - INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG LECTCAL o 1 SYVBOL BEY CD NN • ,- N L.I GAT FIXTURES N NE RECESSED GAN LIGHT r 1 RECESSED GAN - EYEBALL • 1--( GE I L I NG SURFACE MOUNT L I GHT 111) t(1) 0 — — _ - — _ - I-4- WALL SURFACE MOUNT L I GHT Yeti ° P— ® - pro I I I -E4PE LIGHT w/PULL GHAIN SWITCH u I I ® WALL SCONCE �4 t FLUORESCENT FIXTURE # "-I j r } ' (LENGTH FT/TUBE) . OUTLETS T -I 0 cV OPT. LOCATE I � O IA/G IN INE L Pwi'i I SFI-w* W/ LIGHT C�FI-wf= _ DUPLEX OUTLET r-+HB LSD J t 7 'i„- l T' =9 SPECIAL PURPOSE OUTLET 1 )' I III i� (1.e. W.P. - G.F.I.) al 11111W \ 0 pli �.� SWITCHED DUPLEX OUTLET A.F.F ` RANGE/DRYER 220V OUTLET II ,s., . o f T, — �o ADD OUTLET AT _ — — INTERIOR UNITS ONLY r� y D �A`fi`H �QPLIA�NG/L � L`,d / E3EOROO1,1' 2 L POWER v DIREGT WIRE GONNEGTION OPT. \OPT. [ --DOPY./ I / �/ _ � � TELEPHONE OUTLET -op -0 7 — ` _ -L \ I Ty� GATV (TELEVISION) OUTLET �� SF I t -0 (� / // (-;r� THERMOSTAT MI / _ `� _- 2 UNDER-COUNTER OR CONGEALED OUTLETS ID \ OFT. '�LJ (i) ?\ \ ,1 1 �� `� OPT. 3 SWITCHES , J] \ / _ SINGLE POLE SWITCH GO / OPT. / L J s� OFT. • �°r- S3 THREE-WAY SWITGH 1 2-C,AR' / V 0 '1- \ r n - - — -- i TAN�n'h-11' z i Jii S� FOUR WAY SWITGH i \ I _ i / - :_i \O 1 \Ij II , k4 —---__----_ — 5D `k ,tea, -, Its S USER DEFINED SWITGH 0) _ --— — Po ks) I \ w ,. --,u SPEC P-4 I d (t 4 f)0E-rt 0 N q)--- -- — 1---- - M I SG FIXTURES ,- ■ I 5D I [LrJ Ir U I 9\D EXHAUST FAN I i u \ Lo EXHAUST FAN/L I GHT [� U V - — I W-it i � DIN TO - , ��I LIGHT I ` EXHAUST FAN/L1GHT/HEAT '4 E / DN TO ;; � \ _ LIGHT �' 1' 1 • SMOKE DETECTOR --_,, \ feas.4. 0 5 J O lAiN R'S MANAGER ELETRIG WALL HEAR/ EATHI - UTO / U�TO 1 t - - — — — _ ELECTRICAL PANEL RELEASE DATE: 12/23/10 L HT REWIRE / LIC- HT 1 - fGITGI'°I N / ,=I - 1 I a] REV# DATE /DESCRIP110N =0R � u A EMERGENCY I&HTING / ��; ■ � I e- UNIT B&C REVISIONS I SUTTON l ;' ' — I— — 4 1, 1 EXIT SIGN 04/01/2011 J Cf BASEBOARD E EGTRIGA A �. / I 1 �- 1-- w / \ 1 _ / �F J s J s / HEATER : J to \1- 1 DOORBELL CHIMES Ai I - ELECTRIC T \ O WALL MOUNT O \ hl.I .G. \ HEATER SD \ S'-0” 1 \ O DISPOSAL w A I 1 l [ z O 1� •_�= \ -0 OPT GE I L I NG FAN/L 1 GHT N A 9 5D }�Ilg rn _ � i w i 0 % w / 1 i T J L � I OJ�INER S c,, SUIT FLOOD LIGHT O J i Vwl, x / �Y - DINING '' v•11 A _. a� ' — ELECTRICAL PLAN NOTES w I Li I T A. ELEGTR I GAL GONTRAGTOR TO PROVIDE N A N � 4 I I REQUIRED D I REGT HOOK-UPS/CUTOFFS. -0 1 I Il I B. HVAG GONTRAGTOR TO VERIFY THERMOSTAT N i I -- - -- � Z u _J L _ J LOCATIONS. PROJECT TYPE o MF G. ALL ELECTRICAL AND MECHANICAL EQUIPMENTv, (I.E. FURNACES, A/G UNITS, ELECTRI GAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND W COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. J T0 wnho m es D. ALL SMOKE DETECTORS TO BE 110 V w/ - BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTER ONN TED T A TH R '- " G EG O LL O E S, MAX 10 O w OOOO FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. 8 GARAGE HANDING z Varies E. PROVIDE AND INSTALL LOCALLY GERTIFIED III a SMOKE DETECTORS A5 REQUIRED BY NATIONAL FIRE PROTECTION ASSOC I AT I ON (NFPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL 0 GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME NTERUPTERS (GF I) A5 REQ BY THE NATIONAL ELECTRIGAL CODE AND MEETING THE o< REQUIREMENTS OF ALL GOVERNING GODES. N NPC PLAN NUMBER I ® ® SI C- ® I ,0 'R I Ri ® ® z LAWSONPLANID 0000 LEGACY PLAN NUMBER /NAME 0000 F-- I C 1 1 I C I ® ® I /\ SHEET B3-4.0 (c) Copyright Pulte Home Corporation - 2009 I PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT B - FRONT LOAD - ELECTRICAL EE / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG o 1 N N �, CD -0 N • ?M 8 8 (2) LAYERS 5/8" I TYPE "X" EXTERIOR 8 ' I" 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 Is" O.C. TYPE a.� CORROSION SPACED 2X4 STUDS BOARD ON SPACED E X GYPSUM w BOARD ON cn RESISTANT " „ GORROS I ON SPACED 0 16 O.G. 2X4 STUDS 1� O.G. I RESISTANT METAL S 1/2 SOUND I 2X4 STUDS IC" O.G. METAL ►1 ' •� I 11 ► ATTEN. ► � ► FLASHING 1 rip AIR SPADE AIR SFAGE �— ► FLASHING � I ► • BLANKET . I Ai FIR AFIN — AIR SFAGE► E S G re;► FIRE SAF I NG ► ► V� P R STAPLED I N PLAGE @ 1 I I� STAPLED I N PLACE @ FIRE SAF I NG �SLAB . IO'=0" O.G. E/W TYP 4" REINF. GONG. _! 1 10'=0" O.G. E/W TYP UNIT FLR. :. STAPLED IN PLACE warm L.,L-0 imu k._ '� �' P.T. 2X4 SILL PLATE SLAB t� A . P.T. 2X4 SILL PLATE . • � •► I •► �,� ►MMIs - P.T. 2X4 SILL �„�� r-1 I 1 i I ON SILL SEALER W/ p N ON SILL SEALER W/ _ — PLATE ON SILL '� � 11 e: 1 In I/2 A. BOLT @ 4a" D A I n —1-11 I/2 A. BOLT @ 4-8 I D SEALER W/ I/2 A. O.G. ♦� I •� I O.G. �� I I o 1 ! 1 . T � � E30L @ 8 O.G. 0 N 0 ° I \ A ° I I \ — — ►♦j I �n r-+ F� ♦� ° I L ►♦� MIL ►♦� I - FORGH SLAB e, MIL V.B. : : I \_ I VAPOR ►�� I I— J 1 p UNDER 2 t' �� ►� • J 4 RE I NF. SLAB ON I^ I IL I I I I I I BARRIER ►•1 I I I I I I I 111111 UNDER 2 ♦■ SAND - GRADE 7. AN I I S D ►. I ► D i II II II ►� ►� 6 MIL V.B. GENTERL I E OF GENTERL I NE OF 4"° 4" PARTY WALL, ALSO ♦� M '-°�4 GENTERL I NE OF D ►•∎ 4 P 4 o PARTY WALL, ALSO ►♦� I PARTY WALL, ALSO PROPERTY LINE PROPERTY LINE ► . / / b ♦J j•j I PROPERTY L_I NE / 8 8 , 1 / ►•: ran / _ j II ♦. j I p PI \ V' ! fi' V 1 V , , ,p 0- - -1',2' G= _ SEE STRUCTURAL _ _ _ SEE STRUCTURAL c --'JJ SEE STRUCTURAL FOUNDATION FLAN FOUNDATION PLAN FOUNDATION FLAN FOOTING SIZE AND — FOOTING SIZE AND FOOTING SIZE AND CJ) — = REINFORCING = REINFORCING i I REINFORCING 11111 I 11111 I PARTY MALL FOOTING OD PARTY V4ALL FOOTINS ED PARTY IAIALL FOOTINS' AT PORCH TO PORCH SCALE: 1-I/2"=I'-O" AT HOUSE TO PORCH SCALE: I-1/2"=I I-0" AT UN I T TO GARAGE SCALE: I-I/2"-II-0" Q"; _ t~ V w H H V PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV # DATE /DESCRIPTION A UNIT BE REVISIONS 04/01/2011 I 0 J AW J Q U (n O 1" AIR PAGE Z a', W (2) LAYERS 5/8" I'° 1 ce TYPE "X GYPSUM a_ AIR SPACE i„, Q „ BOARD ON SPACED �, 1 (2) LAYERS 5/8 ► 2X4 STUDS 16" O.G. W TYPE X GYPSUM W � G SUM 1 � BOARD ON SPACED ►j j 1� A 111 S I/2" SOUND — I ► �'� X U O i ► 2X4 STUDS I C O.C. ��` S I/2 SOUND ATTEN. — AIR SPACE FIRE SAF IMO ► ATTENUATION r A STAP D I N BLANKET . LE ► ► BLANKET u, ► FIRE SAFING PLAGE @ IO'=O" i- W �. 1 ► ► GARAGE 11 ►. STAPLED I N PLACE @ O.G. E/W TYP 1 1 F.T.S i LL�AL w 2� N A PLR. 10 O O.G. E/W TYF .- w M is,, _..1 o.. ... ,IMF' ;: �.. BOLTS @ 45" O.G. EA. x 11 . P.T. 2X4 SILL PLATE 1 r PLATE N PROJECT TYPE dal 0s ON SILL SEALER W/ V v I o R-2I BAIT I I/2" A. BOLT @ 45" 4 I r1 ■∎■ 7 6 MF 'A INSULATION I '' I O.G. :�; I �� o j1 ♦. I ' I w COMMUNITY NAME 2 X P.T. SILL I CORROSION R ° D 1 — -•- .1 ° ♦, Summer Creek ESI - - - - - - ►� I ►1 4 RE I NF. GONG Townhomes PLATE ON SILL METAL FHING I 4" RE I NF. SLAB ON ►♦� A SEAL 4- __I I -- GRADE " 1 I I H SLAB 6 MIL. VAPOR — — — — — ►�� I-- —I ►1 ( MIL VAPOR o LAWSON COMMUNITY ID I (2) #4 CONT. TOP OF ► . ( ►1 BARRIER UNDER 2 1 ♦ ■• BARRIER UNDER 2 a 0000 SAND _ i WALL 6 MIL. VAPOR ►♦� SA D W ° ° I BARB1ER . i D ►1 •U SEE STRUCTURAL FOR ♦ ;; GARAGE HANDING 7 • 1 REINFORCED FOOTING, , . I , Varies 1 SPECIAL CENTERLINE OF M 4 . " ►1 a ►� TIE=DOWNS, J ► ♦1 ►� I I 4"� 4�� I, i/2" A. BOLT ►;� .II I NAILING $ OTHER NOTES / / I / FART) WALL, ALSO t D ►1 0 �i� J I PROPERTY LINE ♦ Z SPECIFICATION LEVEL �8 O.G. ►,. FIN. GRADE 8 b . . 8 4 ►1 R=15 RIGID I SUL. ►�. MONO=POUR OF FND. S I M ° ►�i I I PLAN NAME ��� ALLOWED OPTION I W / d�i °v I CLOSED STORM DRAIN o I a 0 / / ;♦: 1 — — •� b N NPC PLAN NUMBER L, —I ° ° F TER FABRIC OVER C — SEE STRUCTURAL G • •';'�o FOUNDATION PLAN ? LAWSON PLAN ID o • ERFORATED 0000 •jam==° �, •� RAINAGE TILE IN I FOOTING SIZE AND SEE STRUCTURAL •'O° GRANULATED _ RE I NFORG I NG LEGACY PLAN NUMBER /NAME ° ,.�,; ��� o 0-i1 BACK F I LL - j = FOUNDATION PLAN 0000 11 FOR FOOTING SIZE III. AND RE I NF OR® GI N G MALL ASSEMBLY PART'( WALL FOOTIN& PARTY MALL FOOTIN& SHEET 1 6 PARALLEL TO PROPERTY LINE SCALE: I"=I'-O" AT GARAGE TO GARAGE SCALE: I-1/2"=1'-O" AT UNIT TO UNIT "- '- " AD.1SCALE: I I/2 -I 0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / AD.1 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG ° 1 NN , —0 .-aJ, N : (7 w cn 0 "Ti °o t rti CZ; a� K MI lv(N ari �..i � -1-J .:_._.._>;_;— I AIR SPACE 1 ii_o" (2) LAYERS 5/8 » / / FIRE RET. PLYW D I - S +T G W/IN 4 =O OF IT `T=YPE "X" GYPSUM PARTY WALL SOAR ON SPACED I ► 2X4 STUDS I6" O.G. \ — 1 ( ROOFING ON 30 S.F. STEP FLASHING ON FLYWOOD I 1 a ^ 2x6 - I I SHEATHING ►• ' TM - 4X6 ... 1I1. �: (4) 2 1/2" /-I FIRE SAFING jUl 2x FURRING @ 24" • W STAPLED IN O.G. 1 DECK SG E S (2) LAYERS 5/8 2 2 1/2( ) PLACE iAIU ;.1 � X .. TYPE i - DECK SCREWS NON-SEARING GALE 14. 2x4 @ 45 END TRUSS (I) RIM ► FIRE EXTERIOR GYPSUM ' k JOISTS SAF NG SHEATH'NG ON 2X4 (2) ROW STAPLE IN STUDS, IC" O.G. (2) 2 1/2" -' i (2) LAYERS 5/8" E3LK'G '� CONTINUOUS PLAGE I DECK DECK SGREWS TYPE X GYPSUM @ PERP. GOND. ;1. F 1 RE E3QARD B ELOGKI NG I MATERIAL y :+ 2x4 PER 5U I LDER SPACE ►� BLOCKING - , ;��. TREATED 2x8 Cr) . DECK JO 1ST Ii ► � 1/2 SOUND I w RIPEiE RACKET TRUSS AT PARTY' V1ALL ► 5 1/2" O 1 S SCALE: I-I/2"=1'-O" 2-HOUR WALL SCALE: I-1/2" -0" w 1iiJI W 111 ■,..._ A ± / (2) RIM !JO I STS V (I) ROW E3LK'0 w 0 @ PARALLEL GOND. I=RAN I NG PER I 2x4 E3LOGKING 12 ENGINEER ► ;� FULL LENGTH ,_ I � / � 1 O -O O.G. MAX �� FIRE RET. PLYW D `s . NAILER E3LOCK / M ® M o / SHT G W/IN 4=0 OF � @ PARALLEL GOND. MIN MIN PARTY WALL 1 '', ' . I CEMENT FIBER ROOFING ON #SO 5.P. I All LAP SIDING ON —=-- ON PLYWOOD 1 I Al R=F I LT. PRODUC11ON MANAGER 1 Gary Cul ► ► Y P IL, iA1: SHEATHING BARRIER I FIRE AF I NG � ItI1irA 2 X FURRING @ 24" I ► AIR SPACE RELEASE DATE: 12/23/10 °� S I O.G. � 1 S I/2 SOUND I I REV # DATE /DESCRIPTION S APLED N liiii! BLANKET PLACE ‘41111 •. ' ► I AI SPACE — UNIT B&C REVISIONS NON=BEARING SABLE � y � � 04/01/2011 END TRUSS o w / \ 1 (2) LAYERS 5/8" a TYPE "X" GYPSUM STEPPED PARTY MALL PARTY MALL @ DECK I BOARD .n 2-HOUR WALL SCALE: 1-1/2 =1 O 2-HOUR WALL SCALE: 1-1/2 -I -O ,._ Z A i I // W w �" (2) LAYERS 5/8 I AIR SPADE I A 1 R PAGE a X 0 I TYPE "X" GYPSUM (2) LAYERS 5/8" i 4 Di 4 1 BOARD 8�� TYPE "X" GYPSUM al, (2) LAYERS 5/8" w I BOARD ON TYPE X EXTERIOR A� 1 AIR PAGE IP SPACED 2X4 I GYPSUM SHEATH'NG ' TRUSS AT PARTY NALL STUDS 16" O.G. CORROSION ( I I ON 2X4 STUDS, 16" i A • RES 1 STANT 1 I �, O.G. . 2-HOUR WALL SCALE: I-1/2"=1'-O" V I L- -- S 1/2" SOUND METAL I I I ~ W �� 1 ' . I I7 AIR SPADE _ A I, I ATT. BLANKET FLASHING ( I � �_� • ► 1. �/4" T G P.T. 2X4 SILL PLATE cxv I 'n N (2) LAYERS 5/8" 1 I �. PLYWOOD I �� ON SILL. SEALER W/ Z PROJECT TYPE 0411111 I TYPE "X" GYPSUM 1 ► 1° I/2" A. BOLT @ 48" ° MF/\II_ 411111 BOARD ,� SHEATHING II sl I tY 5/8 TYPE X R=21 BATT I NSUI-. - - I I d O.G. o GYP. BD. [Pr R=2I BATT INSUL. I I I 1 COMMUNITY NAME 1 t 1 N' R=4� BATT I 7 I ,\ N Summer Creek INSULATION I (4:1e; � I I � II � R-41 E3ATT Townhomes n� FIRE SAF I NG 14 FLR. TRUSSES L_ TJ�/ , INSULATION I FIRE SAF I NG - t..1. PER PLAN LAWSON COMMUNITY ID STAPLE I N ~ ' STAPLED I N PLACE I � I � . GRADE 0000 II' bi PLACE . (I) RIM JOISTS v NAILER E3LOGK _uu / (2) ROW BLK'G ,� I FULL LENGTI • © PARALLEL CENTERLINELSO OF GARAGE HANDING : � 7 >< GOND. PARTY z Varies il ■III 2X RIM MOIST FIRE SAFING . flfr_ + 8" 17 Z SPECIFICATION LEVEL :: .� C ; 41 5/8" TYPE ��X�� / / I/1 %� ; (I) RIM JOISTS ► ) . GYP. E3 P (2) LAYERS 5/8 - �� G D. Z 2 AYERS 8'. (2) R®W BLK G . . . PLAN NAME GEMENT FIBER L.AP RIR TYPE X GYPSUM � ��� ( ) L / @ PERP. GOND. 1 ►• _ 2 LAYERS 5/a" W TYPE "X" GYPSUM ( ) `� a SIDING ON AIR-F I LT. BOARD ON SPACED i�� � P M (�� ► ► TYPE X GY SU BOARD � • NPC PLAN NUMBER 5/8 TYPE x BARRIER ON ► ..► 2X4 STUDS I� o.G. 1 11-. ►� ' 1� BOARD _ GYP. B . SPECIFIED . '''. G — —4 o SHEATHING 1 ► �� AIR SPACE z LAWSON PLAN ID I ►_ 1 — SEE STRUCTURAL — �� �� �� ► � 3 SOUND BATT S SOUND BATT _ it I�/� TYPE x ► ► 1 �► 0 R�2 I E3ATT I NSUL. r I - 000 ATI® A ��� __ _ � � _ FOUND N PL N GYP. E . I -- AIR SPACE AIR SPACE I — - FOOTING SIZE AND LEGACY PLAN NUMBER /NAME // h/ iiii 1 REINFORCING 000 I" A 1 R SPACE I" AIR SPACE TRUSS AT PARTY V4ALL PARTY I'IALL @ 2ND FLOOR PARTY I1IALL EOOTI N6 @ DECK SERI METER WALL @ 2ND FLOOR STE��'ED TRUSS � �Afi�TY J�ALL SHEET I 0 _ SCALE: 1-1/2 -I -O 2-HOUR WALL SCALE: I-1/2"=1'-0" 2-HOUR WALL SCALE 11/2 0 2-HOUR WALL SCALE: 1-1/2"=1'-0" 2-HOUR WALL SCALE: 1-1/2"=1'-0"4 • (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 Ranslow. Kevin AD.2 F: BSB REPLICATED PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG =—\=— A \Q !S: o N O : ) N 4'-0" MIN. 4'-0" MIN. • / / / C f) CI, USE FIRE • r� 'i v) RETARDENT 1 �+ PLYWOOD APPLICABLE "GENERAL EXPLANATORY NOTES" r--4 SHEATHING W/IN 4' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN • � [r� OF PARTY' WALL MANUAL, 15TH EDITION NOTE # I I I. NAIL DIMENSIONS INCLUDED IN SYSTEM -- ----.. ROOFING ON 4450 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL O N COMPLY WITH ASTM F 54`1 OR ASTM G 514. OTHER tI114 B.P. ON PLYWOOD COMPLY SUITABLE FOR THE INTENDED USE, AND HAVING PC24 SHEATHING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE DESCRIPTIONS IN THIS MANUAL SHALL SE PERMITTED c) cz5 SASE LAYER 5/8" TYPE X GYPSUM FIRE SAF I NG STAPLED AS SUBSTITUTIONS. Q.., Al WALLBOARD OR GYPSUM VENEER BASE I I N PLACE 10'60" HORI Z VP APPLIED AT RIGHT ANGLES TO EACH i AND VERT. 2. FASTENERS INSTALLED ALONG THE EDGES OF ALONG THE 4-) SIDE OF DOUBLE ROW OF 2 X WOOD 1 PAPER BOUND SHALL DEDGES ON THE LONGG DIMENSION OF THE C.n LOCATION: 2 HOUR PARTY WALL ■ STUDS 116 O.G. ON SEPARATE PLATES I BOARD. FASTENERS AT THE END SHALL BE PLACED O ►� APART WITH 6d COATED NAILS -`1/8 I ALONG MILL OR FIELD GUT ENDS ON THE SHORT ® N 0 ASSEMBLY: WP 5520 ■ LONG, 0.055" SHANK, 1/4 HEADS, 24" GYPSUM ASSOCIATION j � DIMENSION. FASTENERS ON THE PERIMETER OF THE P"' I� O.G. FAGS LAYER 5/8" TYPE X GYPSUM I (2) LAYERS 5/8" TYPE BOARD SHALL BE PLACED ALONG BOTH EDGES AND T DESIGN "fw WALLBOARD OR GYPSUM VENEER BASE I "X" GYPSUM BOARD ENDS. APPLIED AT RI HT ANGLES TO EACH MANUAL 17-1-1 EDITION G EACH SIDE OF DBL SIDE OiF WITH 8d COATED NAILS 2-5/8° 5. SCREWS MEETING ASTM G 1002 OR ASTM G c(STUD SPACING AND SIZE LONG, 0.100" SHANK, 1/4" HAS, 8" O.G. ROOF TRUSS PROVIDE PREMFR. a ^ SCREENED VENTED SCHEULED SHALL BE PERMITTED TO BE SUBSTITUTED FOR PER STRUCTURAL 2X STUDS SHEATHING PRESRIBED NAILS ONE FOR ONE WHEN THE HEAD BLOCKING DIAMETER, LENGTH AND SPACING EQUAL OR EXCEED■DRAWINGS. ► JOINTS STAGGERED 16 EACH LAYER 5 1/2" SOUND AND SIDDE. SOUND TESTED WITH 5-1/2" COMPOSITION THE REQUIREMENTS FOR THE NAILS USED IN THE ATTENUATION BAITS GLASS FIBER INSULATION STAPLED TO R-41 BATT INSULATION TESTED SYSTEM. rr ROO FING ON SOS i FIRE RATING: 2 HOUR � S TUDS IN STUD SPACES ON ONE SIDE I" AIR-SPACE P AND WITH NAILS FOR BASE LAYER BP• 4. VERTIALLY APPLIED GYPSUM BOARD SHALL HAVE S.T.G. RATING: 55 TO 5�i (SIMILAR TO WP SPACED 6" O. . HORIZONTAL BRACING THE EDGES PARALLEL TO FRAMING MEMBERS. 2X TRUSS TAIL. HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE REQUIRED AT MID-HEIGHT. (LOAD ` � THE EDGES AT RIGHT ANGLES TO THE FRAMING 5810) 2 LAYERS 5/8" GYPSUM 8D. PREFIN. FLASH'G. TO MEMBERS. INTERMEDIATE VERTICAL FRAMING A EARING)2 LAYERS 5/8" GYPSUM BD. �S Ai \ GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EDGES !� a',..,'�Ei4 e!! A� ` OR ENDS OF THE BOARD. i. 5 I/2 FIBERGLASS SOUND ATTENUATION �,-�� BATTS PLACED BETWEEN STUDS. OM. GYPSUM BOARD 5. UNLESS OTHERWISE SPECIFIED, THE FADE LAYERS n OF ALL SYSTEMS EXCEPT THOSE WITH 7 � MOLD iNSUL. DOWN / PREDEGORATED OR METAL COVERED SURFACES, EXTERIOR SIDE: ONE LAYER 48" WIDE . I FIRE SAF1NG STAPLED W/ BAFFLE TO • SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS SPECIFIED IN GA-214, RECOMMENDED SPECIFICATION Oi■ 5/8 TYPE X EXTERIOR GYPSUM IN PLACE 10-O HORIZ VENT AT SAVE . PREF IN. S.M. LEVELS OF GYPSUM BOARD FINISH AND FASTENER raj AND VERT. SHEATHING APPLIED PARALLEL TO 2 x 4 ►� , .� . GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER Ai WOOD STUDS 24" O.G. WITH I°5/4 �� S I/2" SOUND ` SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS C.I) LOCATION: I HOUR FIRE WALL ► GALVANIZED ROOFING NAILS 4" O.G. AT ■ ► ATTENUATION BLANKET . TAPED. ,- VERTICAL JOINTS AND 1" O.G. AT V1 �—+ ASSEMBLY: WP 8105 ►� INTERMEDIATE STUDS AND TOP AND ► 2X4• STUDS 16"O.G. • - 6. WHEN A FIRE RESISTANCE RATED PARTITION "� 1 �W1/ GYPSUM ASSOCIATION EXTERIOR SHEATHING BOTTOM PLATES. JOINTS OF GYPSUM V �1° EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD (2) LAYERS 5/8" TYPE R-21 BATT I NSUL. W DESIGN ►� SHEATHING MAY SE LEFT UNTREATED. ► M R N / JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE MANUAL IgTH EDITION ► EXTERIOR CLADDING TO BE ATTACHED X GYPSU BOA 1D O TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE 1 THROUGH SHEATHING TO STUDS. �� I SPADED 2X4 STUDS I( MET. ,..�(STUD SPADING AND SIZE (I) RIM JOISTS ► ►� O.G. R-21 BAIT INSUL.2X STUDS INTERIOR SIDE: ONE LAYER 5/8 T Cjy1 BLOCKING I a) THE CEILING IS PART OF A FIRE°RESISTANGE PER STRUCTURAL (`� _ .GYPSUM WALLBOARD, WATER-RESISTANT AIR SPACE GYPSUM BOARD RATED FLOOR-CEILING OR ROOF-CEILING SYSTEM. DRAWINGS.) ► ► b) ALL VERTICAL JOINTS OGGUR OVER FRAMING 5 I/2 SOUND GYPSUM BACKING BOARD, OR GYPSUM FIRE SAF I NG STAPLED ) ATTENUATION BATTS �� VENEER BASE APPLIED PARALLEL OR 11! MEMBERS. U 1� IN PLACE 101°O HORN c) HORIZONTAL JOINTS ARE EITHER STAGGERED ► AT RIGHT ANGLES TO STUDS WITH 6d FIRE RATING: I HOUR W AND VERT. 24 O.G. ON OPPOSIT SID S OF TH PARTITI N R E E E O O COATED NAILS, I-7/8 LONG, O.ITH NAILER BLOCK FULL ARE COVERED WITH STRIPS OF GYPSUM 80ARD NOT ii 1 ,SHANK, I/4• HEADS 7 O.G. . 1 LENGTH LESS THAN 6 INCHES WIDE OR THE PARTITION IS A 1 I LAYER 5/8" GYPSUM S . (LOAD°BEARING) • RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" U TYP. FULL LENGTH 1 LAYER 5/8 GYPSUM BD. 1. i I 0.G.;d)AND PARTITION IS NOT PART OF A SMOKE OR NAILER BLOCK C� I/ SOUND CONTROL SYSTEM. _ •1 GE WHEN 5 I/2 FIBERGLASS SOUND ATTENUATION �; �BATTS PLACED BETWEEN STUDS. � � PARALLEL rim`01810" SCHEDULED SIDING WHERE JOINT TREATMENT IS DISCONTINUED AT OR ► lir► ,r M A ON AIR INFILTRATION JUST ABOVE THE GEILING LINE, THE VERTICAL JOINT PRODUCTION MANAGER .. 1 GYPSUM PSU. BO. RD �. \__ SHALL BE GROSS TAPED AT THIS LOCATION TO ► . 1 BARRIER ON SPEC. GYPSUM BOARD � SHEATHING REDUCE THE POSSIBILITY OF JOINT CRACKING. Gary Culp ► ► GYPSUM BOARD I. METALLIC OUTLET BOXES SHALL BE PERMITTED TO RELEASE DATE: 12/23/10 1 (2) RIM JO I STS ■ R� I ► ► . 2 1 B ATT NSUL. BE INSTALLED IN WOOD AND STEEL STUD WALLS OR REV DATE DESCRIPTION ROW BLOCKING / ► ► () PARTITIONS HAVING GYPSUM BOARD FACINGS AND ► ► • CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE UNIT B&C REVISIONS V1 � � 0 ► ► AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 �• ► SQUARE INCHES. THE AGGREGATE SURFACE AREA OF o 04/01/2011 �- ■ J ► — THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN n. ` � S I/2 SOUND /\ ► ► V1 ANY 100 SQUARE FEET. BOXES LOCATED ON / \ � ATT N ATI N BLANKET w E U O E OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL BE a c.)► ► W_ I-" .� 2 P (I) RIM JOISTS �• ►• �/ SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF v)(2) RIM JOISTS 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES cv ► 1 � 11-1a, 0 (2) ROW BLOCKING � � (I) ROW BLOCKING SHALL SE PERMITTED AS ALLOWED BY LOCAL GODS. ► ► v• ► ► z S. WATER-RESISTANT GYPSUM BACKING BOARD SHALL w cn 1 -i . BE INSTALLED OVER OR AS PART OF THE w ce FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB a FIRE SAF I NG STAPLED w I ICI AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED c 0 IN PLAGE 101-0" HORIZ NAILER BLOCK FULL MALL PANELS. WHEN FIRE OR SOUND RATINGS ARE cn A LENGTH N w VERT. EGESSARY, THE GYPSUM BOARD REQUIRED FOR THE y AND VE w RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND = RIM JOIST FIXTURES SO THAT THE CONSTRUCTION I L Q A c) A 11-in 6 g. 1 WL E U L I r TYP. FULL LENGTH ' THAT OF THE TESTED SYSTEM. �1 NAILER BLOCK '∎ GEILING WHEN �' 1. WHEN NOT SPECIFIED AS A GOMPONENT OF A FIRE 1.=...-lim \ PARALLEL. �� TESTED WALL OR PARTITION SYSTEM, MINERAL OR GLASS FIBER INSULATION OF A THICKNESS NOT ■ ■ GYPSUM BOARD w 1 GYPSUM BOARD w EXCEEDING THAT OF THE STUD DEPTH SHALL BE _ PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN r ►� GYPSUM BOARD 1...-- FLOOR-GEILING OR ROOF-GEILING SYSTEMS, THE A ► 2X4 STUDS 16 C .G. ADDITION OR DELETION OF MINERAL OR GLASS FIBER cv ' • INSULATION IN CEILING JOIST SPACES GOULD N PROJECT TYPE ► z ► ► POSSIBLY REDUCE THE FIRE RESISTANGE RATING. p I R-2 I BATT • MF V1 ►� ► INSULATION 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE ~o �- ►� ► ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND a ►� ► (2) LAYERS S/E5' TYPE m . INTERIOR PARTITIONS FLOOR-CEILINGS w COMMUNITY NAME "X" GYPSUM BOARD ON ' N- 4 ST DS 16 2X6 P.T. SILL . ORROSION RESISTANT ROOF°CEILINGS ETC.) THIS IS NOT INTENDED TO LIMIT Summer Creek SPADED 2X d U THEIR USE ONLY TO THE SPEC I F I G CATEGORY I N WH I GH J FIRE SAFING �� O.G. PLATE ON SILL METAL FLASHING —' THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED � ToWnhomes STAPLED IN PLACE F� SEAL �. I AS SHAFT WALLS SHALL SE PERMITTED TO BE USED 1` P.T. 2X4 PLATES ON . ,'y AS INTERIOR PARTITIONS. HOWEVER SYSTEMS TESTED ° LAwS0N COMMUNITY ID 101-0" HOR1Z AND ► 6 MIL VAPOR r y VERTICALLY WALL 4 PARTITIONS SHALL NOT SE VERT. :; SILL SEAL W/ I,2 A. �, ( ) W 0000 E ��� = BARRIER UNDER 2 �� PERMITTED TO SE ARBITRARILY USED IN A J BOLTS @ 45 C;.G. EA. SAND A SEE STRUCTURAL HORIZONTAL ORIENTATION. w V I' I ■ PLATE D it D •HI I. FOR RE I NFORGED N GARAGE HANDING j •� I I j�4 4 v`� " 'I II FOOTING, TIE-DOWNS, II. METAL STUDS AND RUNNERS IN THIS MANUAL ARE z Varies 4 RE NF. 00N0:-. SLAB o I I I I ►�4 ��' I SPECIAL NAILING NOMINAL 25 GAUGE UNLESS OTHERWISE SPECIFIED. i* I i� —�6 MIL VAPOR BARRIER ►i� cr I I ° I I ° ��� 1/2" A. BOLT 45" �� OTHER NOTES 12. GREATER STUD SIZES (DEPTHS) SHALL BE ° (� �:� UNDER 2 SANE> SPECIFICAON LEL . ►4 O G FIN. GRADE PERMITTED TO BE USED IN METAL - OR WOO -STUD o SYSTEMS I N THIS MANUAL. METAL STUDS OF HEAVIER• p � GAGE THAN THOSE TESTED SHALL BE PERMITTED. R-IS ° ►�� , R-15 RIGID � MONO-POUR OF FND.SUL. ►�� THE ASSIGNED RATING OF ANY LOAD SEARING ►�� � ►�� ►� SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM Z PLAN NAME I NSUL. ►� ►I ►! v� �� ►�� ii; ALLOWEID OPTION WHEN USED AS A NON LOAD BEARING SYSTEM. Lii CLOSED STORM INICATED STUD SPAGI NGS ARE MAXIMUMS. ►� D iii / p DRA I NPC PLAN NUMBER 15. WITHIN DESIGN LIMITATIONS, THE DISTANCE V ° F TER FABRIC BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A o D .;;dot o z LAWSON PLAN ID �0 VER CHASE WALL, SHALL BE PERMITTED TO SE INCREASED v D G O o BEYOND THAT TESTED c SEE STRUCTURAL FDN _�v �. •o ERFORATED 0000 ° v PLAN FOR FOOTING p o�•'0• DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED SIZE AND RE I NFORG INS ° o I GRANULATED TO ANY SYSTEM. O C-3- I B�GKF I LL WALL ASSEML ( NALL ASSEMBL'i' SHEET SCALE: 11 0 SCALE: I 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 O 1 ` V ®. N I-1 cp : a1 > .-, • i•-•1 ii-.4,, 7:i o rrON a) 5/4" PLYWOOD ��-+ (�1,.11�+ SEE PLAN tU f TYP I GAL AT TREADS r®NI (10" STD) GULL NOSED) 'N OcV 0 I — 2x FLOOR .JOISTS k P"'"Ii r-I i'"611 i n z Lu 0- I-----±-- I/2" PLYWOOD TYP I CAL AT RISERS I - 2 STAINED I , WD HAND= (S)2x 12 STRINGERS 4 'SillIll■ ..111111111%11111 TYP I GAL ATTACH RAIL, SEAL SIDE STRINGERS TO ` ■STAMP STL. - WALL W/ (4) I601 TO 11/1° •IN WALL 5R'KT. EA. STUD ATTACH ��� MAX. 4' O.G. w:=1-' MIDDLE STRINGER TO 0 2 X12 LEDGER W/ (4) � (I) S/8��X 2" ! I67d FROM 5EHIND Li _ _ O N --- LAG BOLT AND (I) SNP. ASS L CLIP EA. SIDE TO 0 .< 9 /'` N 2X SOLID LEDGER BL'KG. @ EA. SECTION ELEVATION " E3RAGiGET S/8 TYPE X LOCATION - GYP. 5D. Cn i C-4) STAIR RAIL 0 STRINGER TO LANDING r: SCALE: I-I/2"=I'-O" SCALE: I-I 2"=I'-O" H 2x6 545 TOP RAIL, SLOPE TO DRAIN U EASE ALL EDGES — ` W V 5/8" TYPE "X" GYP. eD, 4X4 RESAWN INTERMEDIATE POST I x SKIRT BOARD WITH STRUCTURAL POST BASE 5/4 PLYWOOD PER STRUCTURAL DRAWINGS PRODUC110N MANAGER ,< Gary Cusp ' MDF WALL GA / I/8" / RELEASE DATE: 12/23/10 ID >< RAD I USED EDGES I 2x12 STRINGERS, TYP. REV# DATE /DESCRIPTION UNIT B&C REVISIONS / \ 04/01/2011 0 J a n 1/2" GYPSUM BOARD / ON 2X STUDS \ 2x CONTINUOUS SHIM 6 } N A ILA 0 F- n 5/8" TYPE "X" w YP. E3D. cc CONNECTION OF POST TO DECK - -1/16" OS5 SHEAR a O A 1 \ PER STRUCTURAL DRAWINGS SHEATHING 0 w w 4 cn n O DECK &UARt2RAIL HALF-V4ALL GAS 0 STRINGER TO WALL x S 2 is_A SCALE: I I/2 1 0 SCALE: I/2 I O SCALE: I I/2 I O 1— w Aw i(,) 7 ><- t X N "V PROJECT TYPE END OF I/2 WALL MF °" COMMUNITY NAME w Summer Creek Townhomes (S)2x 12 STRINGERS °LAWSON COMMUNITY ID W 0000 TYPICAL Q J CONTINUE TWO (2) 1�� SEE PLAN GARAGE HANDING END STUDS INTO (10" STD) cn FLOOR SYSTEM (o" MIN) Varies ce ■ I 1/2" PLYWOOD AT o SPECIFICATION LEVEL I Z f RISERS 0 l U L o S 4 P YWOOD / L � TYP I GAL AT TREADS Z I ' _ GULL NOSED) v) PLAN NAME I J v ►� 1 FLOOR SHEATHING I 0 NPC PLAN NUMBER 2x4 SILL LAWSON PLAN ID _ A / /A/ 0000 NAIL TO 2X 5LK'G LEGACY PLAN NUMBER /NAME BETWEEN JOISTS 0000 HALF-WALL SUPPORT 0 STRINSER TO SLAB SHEET 6 SCALE: I-I/2"=1'-O" SCALE: 1-1/2"=11-0" AD.5 (c) Copyright Pulte Home Corporation – 2009 • I 1 I. i t i ►11 •. .. .t :I . : : 1 . : i ' I .:I ► i 1 i - - 1111 ■ : ► 1tl►,Iu 'i∎1 :11 1 . 1 a : i : ii NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES, CRACKS BUTYL TAPE 0 AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A `1 AND DEPRESSIONS TO BE %FILLED WITH MORTAR FORA CONTINUOUS EPDM OR FOAMED z SMOOTH CLEAN SURFACE. FILLED WITH MORTAR FOR A �� o CONTINUOUS EPDM OR FOAMED - SMOOTH CLEAN SURFACE ' III POLYETHYLENE SILL SEALER POLYETHYLENE SILL SEALER SMOOTH CLEAN SURFACE. BUTYL TAPE / I-/ J HENRYS#789 FIBRATED HENRYS#789 FIBRATED I �, HENRYS#789 FIBRATED VAPOR BARRIER z ASPHALT EMULSION CAN BE VAPOR BARRIER ASPHALT EMULSION CAN BE / - ° 0 ASPHALT EMULSION CAN BE / o V APPLIED WITH A ROLLER /allill( LINEWORK REVISION TO N E _ APPLIED WITH A ROLLER, APPLIED WITH A ROLLER, SEE C1/WP-3.01 ' �- z BRUSH OR SPRAY APPLIED ► BRUSH OR SPRAY APPLIED ►-� 'II COORDINATE WITH Cl C1 WP 3.01 E_- o O to BRUSH OR SPRAY APPLIED / ./ ► _ v, CONTINUOUS EPDM OR FOAMED t SEE C1/vvP-3.01 ' POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY ' 1,±�OPTIONAL TO EXTEND i ° _ PER STRUCT � 24. GA PRE-FINISHED METAL FLASHING Q o w u INSULATION 2 HORIZONTALLY Q cc NO VEGETATION OR EARTH UNDER FLOOR SLAB P / *-��� " ? 2x BELLY BAND .o BUTYL TAPE ..� 1 / �- oc W w ��,� ABOVE FINISH GRADE _I .o ce �I y - 2-3 GAL/100 SQFT HENRYS#789 SUB GRADE ( I w VAPOR BARRIER ` _ ��C 7__4f: f PER GEOTECH k• . ' ', • - - • \�j n 00• N ... ":ii:,„ , • o Z FROM 5 MIN FOR 10 0 ti o - ■ 0 . :%a-::�r>_ .._:._,:,-.�.:;:<:::,.;:.>::.;;: :. 4 ......... ♦ , INS GRADE SLOPE AWAY _: ' 2- GA U100 SQFT HENRYS 789 '>; .:;.:>;:::..,:;>;;:;::.;;:;.;;;;,.;.<;:.;.:.;r,;.;;::..,...::.;:;� FROM 5% MIN FOR 10'-0" <::<,.:.::< FIBRATED ASPHALT EMULSION ♦�� , _� • ' ' � . � ° '� '' � ~' ill::. .,.:- ►♦� 1 � -• WHERE FG IS ABOVE FLOOR LINE i ` , /\ ' \� \ \\ \ \ \ ►♦� a 2-3 GAL/100 SQFT HENRYS#789 © � /\\ \ \ \ \ i) ,, FIBRATED ASPHALT EMULSION LINEWORK REVISION TO / / / / / ANCHORS PER STRUCTURAL / / \/ '� WHERE FG IS ABOVE FLOOR LINE COORDINATE WITH Cl WP 3.01 I . �''�� � � �� ANCHORS PER �� .> \� \\ \\ \\ \\ \\\. .' � — STRUCTURAL '� z /\//\/ I ANCHORS PER STRUCTURAL CIVIL U URAL• FOOTING DESIGN AND CLOSED STORM DRAIN BY C � ��/ ♦� GN AN SUPPORT BY OTHERS I', .,l / �j , ti \/\/ fi . . . . . . CLOSED STORM DRAIN BY CIVIL r --- c •o FILTER FABRIC OR SOCKED �y... �� 4 _ \ \\ ,\ • * �♦�v. NOTE: IF FOUNDATION IS �� • PERFORATED DRAINAGE TILE IN : •.t, \� \\ \\ \\ \\ \\ - . : FOOTING DESIGN AND ►� . ; "SOCKED" ,, • • O / �,. / \ n. ♦ FILTER FABRIC OR SOCKED It � � SUPPORT BY OTHERS , y POURED IN TWO POURS A GRANULATED BACKFILL BY CIVIL • I - / / 4 PERFORATED DRAINAGE TILE IN WATERSTOP M D � � \ •♦' O UST BE USE TIN I N FOOTING D , k . . 'x \\/ \ \ ,• 4 . .♦. • ' GRANULATED BACKFILL BY CIVIL SUPPORT BY OTHERS • \ i `.� , ..Y 1, I ....».......r.. �.� /\�/\//\//,\//\//,\ /.. ti ��• 0 O l Nor _ NOTE: IF FOUNDATION IS Ao 11111 . OA POURED IN TWO POURS A O O I WATERSTOP MUST BE USED s' ti4 ' • �•O , , ,; OC's . •• ..- - , -- -NOTE: IF FOUNDATION IS - ' ` 0 • 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"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: Al 0PERIMETER 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 I DETAIL B2 DETAIL B1 DETAIL WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-112"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: Z3 CO W (1) � � W W Q 2 w 0 0 (1)" 1.7)Thc ° a! 1 c , 07 r i W Z W as 2 _c u) ,__.-- o c,, 2 ® c� 2 I— c/3 ( DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 I PROJECT NO: 20 10.P33940DCS SHEET NAME: FOUNDATION WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL C1 DETAIL \/\IP WP 1.00 WP 1.00 SCALE: 1-1/2"=1-0" ARCH REF: W10 SCALE: 1-1/2 1 0 ARCH REF: I .00 WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: SCALE: 1-1/2"=1'-0" ARCH REF: "- " TTERIr- T- TTT- TTT_ TT T 3 COMPONENTS AND •16"OSB EXTERIOR SHEATHING SPF TRIM; FULLY PRIME ALL END CUTS ♦♦■ INSULATION PER ARCH s„•♦ ..... - EL DORADO CORRUGATED PLASTIC IN FIELD; BARK SIDE OUT(TRIM SIZE IS :::.::::: VAPOR RETARDER ♦ .:::•....:..... BATTENS AT 16"O.C.ATTACHED W/ 0 SHOWN EXAGGERATED TO INDICATE ♦ PER CODE ....... ...... -��' NAILS PER MANUFACTURER z •CORRECT RELATIONSHIPS TO ♦....... REQUIREMENTS 1" o . ♦�: / REQUIREMENTS AT 12 O.C.AND 1 ,z © a FRAMING, BATTENS AND SIDING ♦♦♦ ' "'"''':" '`•::':'`':"::''' DO NOT ATTACH _ y�:� FROM EACH END OF EACH PIECE J MATERIALS) ; - ....... ..... ] ....................... T SHEATHING t-�, _• i Z 12 ♦�.:c' ONLY. :. ,.: 0 0 p• ♦ {.. •�� :.�:: N 1 ♦ �' :�':::''•:�::-:::::;:-:...::� ���� ���:� �: PANEL FASTENING .... E -• I i\1 5/4 x 4 SPF TRIM, FULLY .:: ��.:::.::::::::.::::•::.�::::::::: :::::: ' SHALL PENETRATE '�. , . WEATHER RESISTIVE BARRIER: o c7 I • ...... gyp .... ........ . ...... ...... - V •-•- -•-•-•-•° - PRIMED ALLENDC CUTS NOTE: ♦♦ :f0. WEATHERMATE PLUS E �.-.°.°.°.°.°.° °.°. i U IN :•:�:• INTO STUDS ... .. ..... CU'.:. cn v� � ' ° °. � BATTENS NOT TRIM ATTENS p• 0 .p O I HOUSEWRAP BY DOW Film d- r t FIELD :•d d: STRUCTURAL � w x A Pr/A/Al I 1 I%//"A I I I I PrArA I H WN FOR CLARITY Q o0 S O O #0,'::::::::::::::::::::: I p. O V 1 .p f �,d' FRAMIN G p• I Z T T Igo; .�T p BLOC I G OR d -r::• K N _ V] .............................................. ....... ........................ ................................................... ....... .... ......................... .................................................... ....... ... ........................ ................................................... ....... .... ....................... d: PROVIDES L BLOCKING �- VERT. BATTEN ....... ..... .......... SOLID LOCKING OR• d- ac u, BATTEN TYP. ................................................... ............................... .. .. 0 STRAPPING J �-- re J I PROVIDE CONT 20 A x G90 GALV o W O N / V .................................................. p .:•..:. ............. TAPE ALL SEAMS W/ .. . N �• ����'��� ��� " "' STRAP FASTENED TO STUDS W/(2) � z ........................................... . ............... .......... ........... .......... x W • BLOCKING OR �� .... ..... .... . .. .. ...................................... ... ... ..::• •:• •:. CONSTRUCTION TAPE BY DOW .. .. .. ...... ... :.�:.:'. aw x .09 RING SHANK FASTEN a u / SH NAILS FASTE i,ir �. S W ATHER RE TIVE FIBER CEMENT PANEL E SIS d • H I r• STRAPPING SHALL . ........ .... ..... ........ u � SIDING NG TO METAL STRAP W/ET&F BARRIER .......... ........... .... .r - z SIDING i vi� d BE INSTALLED ........... • .......... ... INSTALL W NAIL .100 X 1.5 X.25 H D 144 0 HORZ. BATTEN HOLD ES 4 4 OC S' J BATTENS; 0 W HERE RE UIRED ........... ........ :���: �:� '�• TO W D TRIM Q SPACE 00 M •¢� 1 '91 I': :J• ......... .......... ................ ....................... EXTERIOR SHEATHING -�'•�:� : ' '•::- - ° _ .‘_A IIIIIIIIIIkUi■ 11 I O S G BACK/ FROM EDGE OF � ° m 2 BY SIDING ° VERT. BATTEN EACH END �• ........... E EA F .......... FASTENING. S G -%......... PATTERN PRIOR`��� TE O . -, ' p. �� HORIZONTAL B•.�'.`•:?�:��'�`'�:�:�:�"�'�� HOR Z NTAL ATTEN AT .p ° , d• .......... TO SIDING REINFORCE CORNER W/(2) O S DI •� HORIZONTAL PANEL ED E /////ICI/I�I1//i ►\\\\v\ �\\\\\\\\\\\\ •Q. G „ .p .......... E 24 PIECE OF WEATHER INSTALLATION LOCATE OVER O SOLID FRAMING. f -. ••••••••••••:.:.:.:.:.:*:...•.f .2 o ,T t ° O .r...r BARRIER WHETHER RESISTIVE ARRIER r .p. M / d INDICATED IN 1.'. L JAMES HARDIE FIBER CEMENT PANEL :::'.: W14 I Id• WEATHER RESISTIVE BARRIER: C � •F' i FASTEN PANEL 6 C / p•• ••: ........ ° S O. .AT EDGES A '•p I�: DETAILS OR NOT 0 d• P .......... „ / WEATHERMATE PLUS HOUSEWRAP IN FIELD 8 0C D W .0 2 HANK X 2-1/2" •� / 9 S ...... .... B .p .......... :: =ji WEATHER RESISTIVE BARRIER; LAP •Apj I B DOW .......... Y O .225 HD RIN G SHANK NAILS FASTENED SUPPLEMENTAL S R i AROUND CO NER 12 EACH SIDE :.i::•: IIII " °° INTO STUDS& PER RE UIREMENTS OF INSTALLATI N Q O ::; ,‘,.:.:...x.:....... CV ES LEGACY REPORT NER-405 S CTIO . & E INSTRUCTIONS .......... .. ...........FRAMING .............. ......... ......... � 1405.17.1 IN 2003 INTERNATIONAL ONTAINED IN .... ........C : I FIBER CEMENT PANEL TECHNICAL BUILDING CODE,::.::.::.::.::.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::::.:.:.7::::::::::::•:•:••••• •::.: NOTE: 2„ NOTE:TYPICAL TRIM MATERIALS FASTEN PER MANUFACTURERS BULLETINS SHALL I" 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"O.C.EACH WAY. WRITING BY THE INSTRUCIONS HZ-10 (APRIL 2 LOCAL BUILDING • NOTE: NER-405(APRIL 4, 2004)MUST BE 3 OFFICIAL OR THE SEE A2/WP-300 FOR WEATHER APPROVED IN WRITI NG BY LOCAL ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION • TO INSTALLATION BUILDING OFFICIAL A4 OUTSIDE CORNER @ PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION A FIBE- CEM 1 PA L BUI • UP 0) WP-3.00 „ WP-3.00 WP-3.00 „ WP-3.00 „ SCALE: 3 -1 -0 ARCH REF: SCALE: N.T.S. ARCH REF: SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: EXTERIOR SHEATHING _1 EXTERIOR SHEATHING pup ...., WEATHER RESISTIVE BARRIER • - WEATHER RESISTIVE iIA!gØ /BARRIERLAP OI METAL / • 24 GAPRE FISHED G 90 GALV. III / , WTHER RESISTIVE BARRR; /�// OAT PEL EDGES /.,, . 1 . CT PAN ON VERT. - • , Er:4w SEAL W.R.B. TO METAL FLASHING I BATTENS PROVIDE HORIZONTAL ��-��� . HORZ. BATTENS @ PANEL ENDS / BATTEN PANEL EDGES ,04,41„, .., 1• A W/NON-SKINNING BUTYL _ / g„ @ PER DETAIL Al P 3.00/w 1 :L :•{� I '� IBER CEMENT PANEL 2' 110 \ / / F HORZ. BATTENS @ PANEL € , / - i BLOCKING AT PANEL EDGES _ .,\ h I !_. • I Aliiiilli . ENDS PER DETAIL A1/WP-3.00 co HORZ. BATTENS @ PANEL ENDS '���� EXTERIOR SHEATHING � 1 PER DETAIL A1/WP-3.00 -- ■NOTE: r I REINF RCE C RNER W 2 r � O O // 24 GA. PRE-FINISHED METAL BRACKET FLASHING. 3 / ( ) SEE DETAIL A2NVP 3.00 FOR I • 24 GA FLASHING OVER 24 PIECE OF WEATHER E WI H A MIN.4 PANCAKE HEAD CREWS. t� /® SECUR T S 'C z WEATHER RESISTIVE BARRIER . . � � - BELLY BAND RESISTIVE BARRIER FLANGE SHALL EXTEND PAST FACE OF CLADDING �:-. •LAP DETAILS � pr 1 TO ALLOW ATTACHMENT OF SHROUD AFTER 5/4 X6 SPF PRE PRIMED BELLY BAND; WEATHER RESISTIVE CLADDING IS INSTALLED ' i BACK PRIME_ALL CUT EDGES INSTALL BARRIER LAP CORNER 12 HOSE BIB _ __ ____� BARK SIDE OUT FASTEN W/ 2 16d GALV EACH SIDE / NO. DATE ISSUE Ili�• / :, VENT SHROUD,24 GA. PRE-FINISHED � � O A / � NAILS EACH STUD; SET TO FLUSH I METAL. SECURE WITH CLOSE ENDED / CEDAR BLOCK PRIMED ALL 6 IDES &SET IN /• ::: S SEAL AND PAINT 1 07.27.10 FOR BID POP T O C S _ �� © INSTALL SIDING W/NAIL SPACE NON SKINNING BUTYL SEALANT - - I IIIMPF 9 3 IFA.:::- TO WOOD TRIM I / i k INSTALL SIDING IN MODERATE 1111 !� 1 PART POLYURETHANE ( ' IIIIP 2 08.13.10 FOR PERMIT LMIPI�. 0•CONTACT WITH VENT HOUSING SEALANT TYP INSTALL SIDING W/TAMLYN ( ) ,■ J-MOLD IN MODERATE P • / •.. Arial 18x18 PIECE OF 30 MILEPDMTARG ET SPF TRIM FULLY PRIME ALL END • „ • .. 09.23.10 REVISION 4 CO T T IT W OD TR • FLASHING; CUT HOLE FOR CUTS IN FIELD ATTACH W/16d HOT CUT HEM BACK AT Q U I C K FLASH P-50 LAP WRB OVER „N TRATI IU NAIL T B IRATE I° PE E O & O SU S JOINT TO ENSURE �;'• DIPPED GA.V. FINISH NAILS @ 16 O.C.110 / TOP LAP BOTTOM M FLANGE OVER O O dANIVIO::.:.FLASH AS DETAILED._ T FI . WRB BELOW; RE:A3/WP-3.04 I / TIGHT T WEATHER RESISTIVE ,-- $i BARRIER UNDERNEATH • / FIBER CEMENT SIDING ON VERT. TARGET FLASHING IBER CEMENT PANEL Id ---/ I . G S BATTENS INSTALL W/MODERATE /� NOTE: NOTE: INSTALL BEFORE BELLY 1/ CONTACT TO THE WOOD TRIM � r HEAD FLASHINGS TO HAVE END DAMS BAND SEE DETAIL A2iWP 3.00 FOR N„ 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"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: 1:3 CO EXTERIOR SHEATHING EXTERIOR SHEATHING W (I) 0 a) I / WEATHER RESISTIVE BARRIER; LAP O/ WEATHER RESISTIVE BARRIER; P \ W vLu > tv WALL AND SOFFIT / 1 mill EAT LA O/HEAD , Q EXTERIOR SHEATHING HEAD FLASHING&SEAL W/ FLASHING SEAL WITH NON SKINNING BUTYL N �'ASSEMBLIES P ER ARCH L.L. I / NON-SKINNING BUTYL SEALANT SEALANT OA / U O ) L()aO ce 1/ WEATHER RESISTIVE BARRIER ®I VERT. BATTEN I - VERT. "• I E . BATTEN I / (� .� I 24 GA. PRE-FINISHED METAL • / / L j�v�- � BATTEN I / HEAD FLASHING W/END DAMS / FIBER CEMENT PANEL 1 o W 0).,••• w Z v)T PANEL - .I s d1d FIBER CEMEN PA EL HORZ. BATTENS PANEL_ 24 GA. PRE FINISHED METAL ENDS PER DETAIL A1/WP 3.00 I ,.. 2 _c u) -- / CC 0 1- G HORZ. BATTENS PANEL ENDS PER 0 Cn O BATT S HEAD FLASHING W/END DA • / DAMS ' DETAIL A1/WP-3.0 , ilk / / BATTENS&SOFFIT PANEL I / FIBER CEMENT PANEL • I :; i D I i. / / HORZ. BATTENS @PANEL C 24 GA FLASHING �/ •I / a / i ENDS PER DETAIL AI/WP-3.00 kft I. / / CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN .�' i--• I 5/4"x 3"TRIM 0/BATTEN INSTALL r I -:-.: NON-SKINNING BUTYL SEALANT - :- IN MODERATE CONTACT WITH i• /� i / JUNCTION BOX I% / ..,..i..,i. :::. 3 SOFFIT PANEL I I 3 BATTEN 1 p '/, ir LIGHT FIXTURE _- I r .,., INSTALL WITH TAMLYN J-MOLD AT TOP 0 5/4 SPF PRE PRIMED BELLY BAND BACK �- - . EDGE, IN MODERATE CONTACT WITH I I PRIME ALL CUT EDGES INSTALL BARK WOOD TRIM SIDE OUT FASTEN W/(2) 16d GALV _re, ;: LCONDUIT • ., O /NAILS EACH STUD• ET TO FLUSH •�S r/ BATTEN SEAL AND PAINT 2 X 2 RABBET / / / `. I �I A INSTALL SIDING IN MODERATE ' T FIBER CEMENT PANEL i I HORIZONTAL BATTEN AS OCCURS `► - CONTACT WITH JUNCTION BOX ', ' L.1-1 .9 I / cYil� • NOTE. PANEL IDING I AT S / / Q C • H 5� - E DETAIL A2 P 0 FOR , 1 SEE /W 30 / " WEATHER RESISTIVE BARRIER - I I OVER TOP FLANGE,WRB I / DRAWN BY: JL, SH, JR / 0 LAP DETAILS I / • UNDERNEATH BOTTOM FLANGE :•/ / © I / 3 INSTALL SIDING IN MODERATE ILL RE:A3/WP-3.04 -111.1:I CHECKED BY: CRM I : CONTACT WITH WOOD TRIM WEATHER RESISTIVE BARRIER / / I / SCALE: AS NOTED 1 I �•, F • / 4" NOTE: • / s NOTE: original sheet size 24 x 36 ...} 4" I / HEAD FLASHINGS TO HAVE END DAMS I /. • 0 EXTERIOR SHEATHING I I BATTEN . / 110° 6" SEE DETAIL A2/WP-3.00 FOR ° WHEN FLASHING LENGTH IS >6 I WEATHER RESISTIVE BARRIER 110 I IBER CEMENT P :- ;L __ �/ LAP DETAILS ./ / PROJECT NO: 2010.P33940DCS jR SHINGLE SIDIING I / J „ I / •I / -2 / / �/ NOTE: I SHEET NAME: ~/ 11 �,, HEAD FLASHINGS TO HAVE END ,�DAMS I \ CLADDING WP DETAILS NOTE: ��, WHEN FLASHING LENGTH IS >6 HEAD FLASHINGS TO HAVE END DAMS SHEET NO: 6"C4 SOFFIT FIBER CEMENT PANEL TRIM BOARD SIDING TRANSITION WHEN FLASHING LENGTH IS >6 C2 LIGHT PENETRATION FIBER CEMENT PANEL Cl JUNCTION BOX PENETRATION FIBER CEMENT PANEL @ @ WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP 3.00 I EXTERIOR SHEATHING \ EXISTING WALL ���' WEATHER RESISTIVE BARRIER LAPPED 0 24 GA. BAKED ENAMEL METAL FLASHING �� .T THI 2 O HEA N s S G W 3: EI D ORADO C R ATED O R PLA TI 8 UG S C.fr":VERT. BATTEN W/INS C ON "`ECT S REEN �r WEATHER RESISTIVE BARRIER, LAP ji: T` AROUND CORNER 12 EACH SIDE 1 1 1 J SIDING FASTENING `���� T., ,. I STUD FRAMING W/NAILS PER w isz LAPSIDIN TA T I IM—�/'�—�//— PrAr�IhVA SHALL PENETRATE .G W/S RTER S RIP '. MANUFACTURER REQUIREMENTS AT �- c O I INT T DS — V INTO Oct 1 ill . WillS1Wr• � 12 O.C.AND 1 FRO C cn 0 I N � M EA H END OF o STRUCTURAL 1 REINFORCE CORNER W/(2) — EACH PIECE —• I FRAMING, I " M!N O 11 G A Q " © CEDAR BLOCK, PRIME ALL 6 `,U ; °' h 24 PIECE OF WEATHER o u•RESISTIVE BARRIER BLOCKING f;. r;:_... ,f.. AEXTERIOR SH SHEATHING I :=- r WEATHER RESISTIVE BARRIER. w w `�' oc'4 SIDES;&SET IN NON SKINNING BUTYL SEALANT I _ WEATHERMATE PLUS BY DOW w J N N v _. ,. II VERT. BATTENS BLOCKING SHALL }- REINFORCE CORNER I REIN E COR W/(2) W r .. .. 24" W W E INSTALLED ... 1____ - 24 PIECE OF tNEATHER �: :,: ::- : .:.--> :�" :.�.... ao cn �-- „,..HOSE B{B ,;_. . I `_ _ WHERE REQUIRED �' ����'`'i' , RESISTIVE BARRIER I e�� — FIBER CEMENT LAP SIDING z 0 TI _ -1I$: :e. _ . �T. T” '� T �r (I ;;;;; N ' ... I Pio! � — �' _ .. INSTALL IN OMPLI N W I C ACE I JAME— . S NG-- ER I VE I ... -- WEATH RES TI I ARDIE • H RECOMMENDATIONS .......... ASTALLNGMODERATE DING W/NAIL SPACE A;;RC!=IE POR ' "",` TRIM G T A II ..1 R 1 i I` ( / ED :....�' :. . REQUIREMENTS OF ES LEGACY 3.04 OR NOT , 3NVP t 1 III _ REPORT N -4-.1i\\_\\\_\\\�\\\-\∎ ► SPF WHITE WOOD TRIM; FULLY I I '•1 J N PRIME ALL END CUTS IN FIELD •' I, SUPPLEMENTAL ' 1 WEATHER RESISTIVE I MIEEEINLNIIEIIWIEi■O� LAP SIDING �� INSTALLATION �`:"_=' INSTALL INSECT SCREEN AT . - : r I L r .: INS TIONS ALL HEAD S B TRUC .-- , D FLASHING D AS BARRIER U .. . AN E R ER UNDERNEATH : ALL C NT I ED {N W C ND TI N •li TARGET FLASHING , 5/4 x4 SPF WHITE WOOD TRIM, FULLY VERT. BATTENS O A N '�,�' O I O S IL — TECHNICAL ' 4" © © PRIME ALL END CUTS IN FIELD; BARK BULLETINS MUST :- ;` *PRIME CUTS OF SIDING SIDE OUT(TRIM SIZE IS SHOWN ' >::..:.:.. ;: © BE APPROVED IN L: 10 i EXAGGERATED TO INDICATE NOTE: SEALANTS TO COMPLY WITH III • / CORRECT RELATIONSHIPS TO WRITING BY THE STARTER STRIP; A I NOTE: / FRAMING, BATTENS AND SIDING CONFIGURATION, GEOMETRY,AND SUBSTRATE LOCAL BUILDING ' NOTE:ALTERNATIVE DETAIL NOT ! / REQUIREMENTS OF ASTM C 1193 2009 OFFICIAL OR THE MATERIALS) SUPPORTED BY S HEAD ) IN INSTALLATION FLASHINGS T AVE END AM S S TO D DAMS WHEN FLASHING LENGTH IS >6" - I ` 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR ARCHITECT PRIOR 1 INSTRUCTIONS HZ-10(APRIL 2009)OR 7 — \ INSTALL SIDING W/NAIL SPACE PAINTING / '\ TO INSTALLATION NER-405(APRIL 4,2004)MUST BE 2 TO WOOD TRIM A APPROVED IN WRITING BY LOCAL A4 HOSE BIB PENETRATION A3 OUTSIDE CORNER @ LAP SIDING 3 A2 INSIDE CORNER @ LAP SIDING Al LAP SIDING BUILD UP BUILDING OFFICIAL WP-3.01 _ - SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: NTS ARCH REF: EXTERIOR SHEATHING \ EXTERIOR SHEATHING / WEATHER RESISTIVE BARRIER; ILAP O/HEAD FLASHING ,,1 , EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED ,EXTERIOR SHEATHING '} W!METAL HEAD FLASHING• SEAL W SEAL WITH NON SKINNING BUTYL SEALANT NON SKINNING BUTYL SEALAN T WEATHER RESISTIVE BARRIER ! VERT. BATTEN I I WEATHER RESISTIVE BARRIER; LAP O/HEAD �� / t FLASHING&SEAL W/NON SKINNING BUTYL SEALANT /I . I 24 GA. BAKED ENAMEL METAL FLASHING /BATTEN / LAP W / . . /. 0 SHINGLE SIDING I SIDING /STARTER STRIP I VERT. BATTEN t /VERT. BATTEN W/' I _ 24 GA. PRE-FINISHED METAL / INSECT SCREEN • 24 GA. PRE FINISHED METAL I / HEAD FLASHING W/END DAMS / 0 INSECT SCREEN I HEAD FLASHING W/END DAMS / ' I LAP SIDING W/ 1 I / TAPE ! / LAP SIDING W/STARTER STRIP STARTER STRIP � 9" EXPANDING FOAM TAP / INSECT SCREEN I I / •.1; ru.. i . I INSECT SCREEN t I i 24 GA FLASHING ! ; . I !.. p L I I, / 24 GA. PRE-FINISHED METAL BRACKET r'\‘ •I / JUNCTION BOX / � — FLASHING; SECURE W/MIN 4 PANCAKE HEAD i / • / t' CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN / \ • i NON SKINNING BUTYL SEALANT SCREWS; FLANGE SHALL EXTEND PAST FACE % i /4 SPF PRE PRIMED BELLY 4 _A _ I � OF CLADDING TO ALLOW ATTACHMENT OF ��,r wi BAND; BACK PRIME ALL CUT co L / SHROUD AFTER CLADDING IS INSTALLED � <EDGES INSTALL BARK SIDE CONDUIT I I OUT FASTEN W/(2) 16d GALV / / LIGHT FIXTURE NAILS EACH STUD; SET TO I/ / 24 GA. PRE-FINISHED METAL VENT @ \ © FIBER CEMENT LAP SIDING INSTALL WITH MODERATE * _ J,FLUSH SEAL AND PAINT �� I _— SHROUD; SECURE W/CLOSE ENDED NO. DATE ISSUE • CONTACCT WITH JUNCTION BOX _ t� � , -I POP RIVETS 2 EACH SIDE 1 r ( ) � ! -. NOTE: �r/ r� � Wi I� 1 07.27.10 FOR BID 4 I / QUICK FLASH P-50, LAP WRB - HEAD FLASHINGS TO HAVE END DAMS / 9.. _ © FIBER CEMENT LAP SIDING INSTALL W/NAIL II I/ OVER TOP FLANGE,WRB I WHEN FLASHING LENGTH IS >6" 110° FIBER CEMENT LAP SIDING INSTALL !.I. UNDERNEATH BOTTOM FLANGE I� I SPACE TO JUNCTION BOX / :WITH MODERATE CONTACT WITH / _ I �2 08.13.10 FOR PERMIT w UNDERSIDE OF FLASHING RE:A3/WP-3.04 I 18 x 18 PIECE OF 30 MIL EPDM TARGET s _i_ I ��. ii " • I ��"� 0 09.23.10 REVISION • 4�� IBER CEMENT LAP SIDING INSTALL WITH MODERATE FLASHING; CUT HOLE FOR !p , ---7 4 / w... .._ 4" PENETRATION&NAIL TO SUBSTRATE •/ BATTEN I / NOTE. CONTACT WITH JUNCTION BOX i., I 110° SEE DETAIL A2/iNP-3.00 FOR I 110° t QUICK FLASH P-50, LAP WRB I / FLASH AS DETAILED 4 • WEATHER RESISTIVE BARRIER I • / I 1 ,. i I I LAP DETAILS , 1 OVER TOP, LAP BOTTOM I / WEATHER RESISTIVE ' 3 .. 1 FLANGE OVER WRB BELOW ., BARRIER UNDERNEATH I / RE:A3/WP-3.04 TARGET FLASHING NOTE: / NOTE: I NOTE: HEAD FLASHINGS TO HAVE END DAMS WEATHER RESISTIVE I / HEAD FLASHINGS TO HAVE END DAMS SEE DETAIL A2/WP-3.00 FOR WHEN FLASHING LENGTH IS >6" WHEN FLASHING LENGTH IS >6" ��� BARRIER UNDERNEATH / WEATHER RESISTIVE BARRIER TARGET FLASHING • - LAP DETAILS B4 BELLY BAND DETAIL B3 JUNCTION BOX PENETRATION B2 LIGHT PENETRATION B1 VENT PENETRATION WP-3.01 SCALE: 3"=1-0" ARCH REF: WP-3.01 I SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: V CU ' PLAN SECTION AA \ , w ° 0 4) EXPANDING FOAM TAPE I• I ` EXTERIOR WALL SHEATHING v � > ,,, ��1��� 3 �I i I _\\\_\\\_\\\_� WEATHER RESISTIVE BARRIER, LAP '7 P W W EXTERIOR SHEATHING •. ` EXTERIOR SHEATHING OVER FLASHING AND SEAL WITH N N I I Q I / II EATH R TIVE RTER O E S S SKINNING BUTYL SEALANT � / � � � � WEATHER RESISTIVE BARRIER, 2x6 SPF PRE PRIMED BELLY BAND, BACK jr—'" •• �i/��i/�����i 11'1 / / 0 }' SEAL TO FLASHING WITH NON PRIME ALL CUT EDGES INSTALL BARK SIDE I I / TO FLASHING WITH NON-SKINNING WEATHERMATE PLUS WEATHER / ° 0 •• BUTYL SEALANT RESISTIVE BARRIER CO SKINNING BUTYL SEALANT OUT FASTEN W!(2) 16d GALV NAILS @EACH / WEATHERMATE PLUS WEATHER Ce r P 1:gd STUD;SET TO FLUSH SEAL AND PAINT / fn BATTEN BATTEN RESISTIVE BARRIER © LAP SIDING W/STARTER STRIP / w Z c� 1 ! viii�Mi�iii�A FIBER CEMENT ' VERT. BATTEN W/INSECT SCREEN 24 GA. BACKED ENAMEL / .�SHINGLE SIDING L - -,—,—,—,—,—•- -• / L...`■ I ' LAP SIDING METAL FLASHING / V III WEATHERMATE I •I I SEALANT I LAP SIDING W/STARTER STRIP VERT. BATTENS W/INSECT SCREEN I STRAIGHT FLASHING I' / 411 �i ' /I TRIM BLOCK 4 1,' I / / ♦♦^^PI INSTALL INSECT SCREEN AT EXPANDING FOAM TAPE = U • / / vJ w —,.:,. —F-SELF-ADHERED WEATHER I I BOTTOM OF BATTEN SYSTEM I / RESISTIVE BARRIER / / EPDM OR FOAMED 24 GA. BACKED ENAMEL dP I / , EXPANDING FOAM TAPE POLYETHYLENE SILL SEALER I METAL FLASHING FIBER CEMENT / p 4" SOFFIT 0/BATTENS iii t 24 GA. BACKED ENAMEL 2X6 SPF PRE PRIMED BELLY BAND; BACK I, PRIME ALL CUT EDGES INSTALL BARK SIDE VAIN " /'� 110 ! METAL FLASHING U S S ARK S DE BATTEN ° / � + // OUT FASTEN W/(2) 16d GALV NAILS @EACH i 2 ' ! I EPDM OR FOAMED XSPF PRE PRIMED BELLY BAND; \ I STUD; SET TO FLUSH SEAL AND PAINT D �— Al i lA ,1 , POLYETHYLENE SILL SEALER BACK PRIME ALL CUT EDGES /A / / / 1 1 / i&1 2X BELLY BAND ► } ICI NSTALL BARK SIDE OUT FASTEN W/ � � � t ,v / (2) 16d GALV NAILS @ EACH STUD; -' 4 I �! �� / 2X6 SPF PRE PRIMED BELLY BAND; BACK SET TO FLUSH SEAL AND PAINT RIDGE BRACKET SHEATHING IS NOT TO 1' ! O 1" 4 0 " PRIME ALL CUT EDGES; INSTALL BARK SIDE Ail / i OUT; FASTEN W/ 2 16d GALV NAILS EACH COME IN CONTACT W/ c FACE OF SIDING BEYOND I / A STUD; SET TO FLUSH SEAL&PAINT @ CONC AT SILL PLATES Z DRAWN BY: JL, SH, JR I Ii//,r M dJ EXTERIOR SHEATHING I. CHECKED BY: CRM / EXTERIOR SHEATHING IS NOT TO COME IN SCALE: AS NOTED L.����������������" < CONTACT W/CONCRETE SILL PLATES -ice ►���� ,1 WEATHER RESISTIVE BARRIER / @ I LA 4" FINISH GRADE, SLOPE AWAY I / TRIM BLOCK PER ARCH �- I o" FROM 5%MIN FOR 10'-0" original sheet size 24 x 36 j I i A ' i FIBER CEMENT LAP SIDING INSTALL WITH il Q. 4 �� 110 -_.„ „%„,/ FIBER CEMENT SOFFIT PANEL INSTALL W/ 1 MODERATE CONTACT WITH TRIM I 110° .;,:-- PROJECT NO: 2010.P33940DCS NAIL SPACE TO WOOD TRIM 1 IN'L J RI I 1 a d 4 a . : GRADE,„,, %4"x 3"TRIM O/BATTEN 3 BATTEN = ~/ /\ ° SHEET NAME: I / y.► CLADDING WP DETAILS LAP SIDING O/VERT. BATTEN HEAD•FLASHINGS TO HAVE END DAMS SHINGLE SIDING I WHEN FLASHING LENGTH IS >6" l „ SHEET NO: C4 TRIM @ SOFFIT - C3 BRACKET AT SOFFIT BASEWALL @ PAVEMENT C1 BASE WALL CONDITION �/��® WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: Y V I 3.01 _. I WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER _ 12" CD FLASHING BIB SLIDE UP THRU SLIT OVERLAP Z • IN WEATHER RESISTIVE BARRIER MIN.24"x 24"TARGET FLASHING, CUT 12" z FROM EPDM.WEATHER LAP WITH OVERLAP O . SLIT IN WEATHER•. • ,. OTHER FLASHING COMPONENTS TO SQUARE HOLE PENETRATION Bu-nr� !� �� �, � 12 RESISTIVE BARRIER SHED WATER. SEAL PENETRATION TO SEAL I 2 ioi . .. I "" \. O U WITH SEALANT. N .. FLASHING W S I 12 SEAL WEATHER RESISTIVE BARRIER I j .II ��� w �- z ••-�j ii � SEE DETAIL B2/1NP3.02 � 6 � O 3: ETRATION i HOLE FOR PEN I - ° u /.'iii//iii//viii�. . . BIB TO FLANGE W/WEATHER 0 CU f 60/o OF DIAMETER OF I $ $ `� RESISTIVE BARRIER TAPE . � `� ce - PENETRATION FOR SNUG FIT o �' o Q co I o u SEAL FLANGE _ —— —�.—- `I f < ° ^ Z °` PRE FABRICATED DRYER VENT � .o JOINTS W/TAPE LOUVER ASSEMBLY WITH SWING TYPE � P ----.� ' w .moo W I oC O �D J W I O LOUVER AND BIRD SCREEN. SECURE I // w N N u WITH MIN.4 PANCAKE HEAD SCREWS. ' ROUND HOLE PENETRATION O ! 6 T • o u7 w u H.O i a SET FLANGE IN BED OF SEALANT. °p �' F- "- 1 12"X12"PIECE OF 30 MIL EPDM CUT - BUTYL I z •i I o 4"OVERLAP 4"OVERLAP HOLE FOR PENETRATION. NAIL TO i SEAL I - � SUBSTRATE @ 60%OF DIAMETER SIZE m C C FL TOP EDGE 6 O C. ... CLADDING SYSTEM .0 #411 .. ,-• I I FLAV V REINFORCE CORNER WI .. kit CO /24 WIDE CONTINUOUS N TRATION CUT HOLE FOR PE E (� W.R.B.60%OF DIAMETER OF / I i.- 1-- iTh Op I - R N FIT PENETRATION FOR SNUG I '• mt. %SPF PRE-PRIMED I I ii _di I LAP TARGET FLASHING _ I ,� SIDING SEAL BOTH OVER WEATHER • J / SIDES W/SONOLAST NOTE: \-_-. .. = .. = .. = ..-_-_---.-_- ...= .. 150 II 1 T_ RESISTIVE BARRIER WHEN PENETRATION IS 3%2'DIAMETER OR LESS, USE 12"X12"FLASHING I SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS > 3%2", REINFORCE CORNER W/24" AT SIDES AND HEAD OF BRACKET. INCREASE FLASHING SIZE TO 18"X18" �. SEAL ALL PIN-HOLES W/SEALANT. 12 WIDE CONTINUOUS W.R.B. FIBER CEMENT LAP SIDING INSTALL W/NAIL SPACE TO LOCK ON SHROUD COVER WOOD TRIM INSULATION NOT AFTER CLADDING IS INSTALLED 3 SHOWN FOR CLARITY A4 MULTIPLE PENETRATION FLASHING A3 VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE Al LAP SIDING BUILD UP • WP-3.02 SCALE: 3"=1'-0"" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=V-0" ARCH REF: WP-3.02 SCALE: 3"=V-0" ARCH REF: 1-s-- 4" 3 �-- VIF SINGLE PIECE COPING I 1 FOR LENGTH OF PRIVACY WALL SEAL W/1 PART •,,, N SQUARE OR ROUND//4'...• POLYURETHANE SEALANT - 1 PENETRATION/ e.° Q FULLY SEALED AND s\p RIVETED END CLOSURE A, , k 24" `1"1 STEP 1) ////%//// PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT I '�' TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING W/ 16" --s-i POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) 24 GA FULLY SOLDERED G90 PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO GALV METAL SADDLE /// ./ / i PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW —1-STAPLES l'4 $16i ., / Z NO DATE ISSUE .. . . / 1 07.27.10 FOR BID @ PONY WALL / WP-3.02 ///i-}//7 PRE-FINISHED METAL CUT BACK HEM ON S LICE SCALE: 3 -1 -0 ARCH REF. COPING CAP, SEAL PLATE TO FORM TIG FIT / 2 08.13.10 FOR PERMIT / / PIN HOLES, COLOR / / N . / 09.23.10 REVISION PER ARCHITECT SEAL W/1 PART POLY URETHANE / / / CLOSED END 4-2 // /// 1 /4 /-1-7' , PREFINISHED RIVETS /////// NOTE: SEE Cl WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET a 16" STEP 2) PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT AROUND PIPE 24" —NJ PENETRATION; CU T TIGHT TO PENETRATION AND ATTACH W/A FEW STAPLES STEP 4) CUT HEM BACK AT INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER AND JOINT TO ENSURE TIGHT FIT AROUND PIPE PENETRATION OVERLAPPING LOWER SECTION OF B5 COPING CAP @ PONY WALL B4 FLASHING SPLICE DETAIL B2 U BIB FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A MIN.OF 4" WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: EXTERIOR WALL 0 �^ SHEATHING PER STRUCT © (2)LAYERS 8" EXTERIOR ,� 3 LLI v, O GYP SHEATHING PER BATTE W/INSECT SCREEN CLOSURE LLI W ARCH 24 GA COPING,TONGUE CLOSED r OVER DOUBLE CLIP SUPPLY �, / f �- t� WEATHER RESISTIVE BARRIER, SEAL WEATHER RESISTIVE BARRIER 0 �� TO FLASHING WITH NON-SKINNING I �-:••--' .. I 0 ® L� ! ip , BUTYL SEALANT LAP SIDING 0/VERT. BATTENS LL M il i WEATHER RESISTIVE BARRIER NN = - I�L. r LAP SIDING I� Lll Z e (Z I I �( 1 STARTER STRIP p W R. / \ , ICI I . . . • • • j � ��. Cn 1. • I° 1 / i EXPANDING FOAM TAPE -11111 - -111i111.1. 0 P 2 0 u) -C2 AI A \ 24 GAMETAL FLASHING I :: I rkM1111V '_ • KIN 24 GA. G-90 GALV. E _ \ i I CONTINUOUS CLIP ♦♦^^ / EPDM OR FOAMED I : I .. I v, Cn•1`t� _��il\ POLYETHYLENE SILL . .l••: �- .% , tiow. �I SEALER . - . . — HAND CLOSE OPEN HEM I A ... _.1 —t- _ 11„ I : q 2 X6 SPF PRE PRIMED BELLY BAND; 1�� BACK PRIME ALL CUT EDGES .. r DECK FRAMING 2 I INSTALL BARK SIDE OUT FASTEN W/ PER STRUCTURAL , -.. • -.._ \(2) 16d GALV NAILS @ EACH STUD; Nk7 4 L SET TO FLUSH SEAL AND PAINT I I I .:�.:= :' I LAP SIDING .... i L 2x4 2x4•4 I • .. . . • VERT. BATTENS•• • PER STRUCTURAL SHEATHING IS NOT TO • Co ... WEATHER RESISTIVE COME IN CONTACT W/ 4 a I • •• . I I I BARRIER SLOPE AWAY CONC AT SILL PLATES a• a DRAWN BY: JL, H, JR FROM BUILDING I I I • . 4 . . 4 GRADE I I . • ( ' 3 CHECKED BY: CRM D - (2)LAYERS 8"GYP I ` I SHEATHING PER ARCH SCALE: AS NOTED :.....:........ a A I I original sheet size 24 x 36 , d : . . NOTE: Q 4" " •" COPING COVER TO BE FORMED OF SINGLE 4 = I CONTINUOUS PIECE AT PARTY WALLS; REF- PROJECT NO 2010 P33940DCS 110° 2 i I :.:. ' REF B5/WP 3.02 FOR END CAP 'L / I : • •• - SHEET NAME: A a I: / CLADDING WP DETAILS 1 ,,f_ SHEET NO: y„ Aft C3 PONYWALL FOOTING AT DECK PONIYWALL AT DECK LEVEL C1 PONYWALL AT DECK _ . .. - . .02 W P 3.02 SCALE. 3""_-1 -0"" WP 302 ARCH REF. SGA,LE. ""3 1 0"" ARCH REF. VVP WP 3.02 SCALE: 3" 1'-0" ARCH REF: BATTEN/STUD I — BEYOND LAP SIDING O/VERT. BATTENS I / f p ., , , fP/rrP7 WEATHER RESISTIVE BARRIER LAPPED I 2 1 O/U-BIB W.R.B.TARGET FLASHING; SEE o A2/WP303 FOR DETAIL a J CV I LLI r SQUARE OR ROUND Z PENETRATION ::..:..:.. o v 2 I I Z � W• , WEATHERMATE o °- O O I 11: �- w STRAIGHT FLASHING < c E All 26 GAUGE BAKED I _ _ II � Z' ENAMEL COIL STOCK 24 ECT �FLASHING CENTERED SCREEN z o o W�i1� • ___ ___ N N Z I BEHIND SIDING JOINT. STEP 1) I _L _._:._.- a PLACE WEATHER RESISTIVE BARRIER APRON WITH'U'CUT; FIT �i�• ''�����- ����-��� w w u COLOR TO MATCH „ '' `'' " I- w TIGHT AROUND PENETRATION; SEAL TO SHEATHING Wl 1 ` �'��` SIDING COLOR POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) o• • • • J 0 I I _ PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN U CUT CUT TIGHT TO .. ...• 1 0 . / , PENETRATION; OVERLAP BOTTOM APRON BY 4 ATTACH WITH A FEW STAPLES BUTT JOINT DO NOT / 3 3 //• /}//. 17 : -.... DM" \"" ' /// // SEAL , ,� N I _ SECTION VIEW / / ELEVATION VIEW / • / / / 3" EXPOSED BEAM PER STRUCTURAL v I LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE 16„ z i FEASIBLE. IF SIDING BUTT OCCURS OFF STUD STEP 2) PROVIDE 12" LENGTH OF BATTEN MATERIAL BEHIND .� BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT 24" WALL FRAMING PER STRUCT. INSULATION,VAPOR io AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. 1 SS SCREWS ABOVE AND BELOW SIDING COURSE.S &ATTACH W/A FEW STAPLES ft STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& AROUND PENETRATION OVERLAPPING LOWER SECTION OF WEATHER A4 LAP SIDING BUTT JOINT FLASHING A2 U BIB FLASHING SEQUENCE RESISTIVE BARRIER A MIN.OF 4" Al BEAM TO WALL r WP-3.03 "- ,� "- , �, 3.03 SCALE: 3 -1 -0 ARCH REF: WP-3.03 SCALE: 3 -1 -0 ARCH REF: WP-3.03 SCALE: 3 -1 -0 ARCH REF: HARDIE PLANK :' 111 I •/ : ' T S / I ,/ INSECT SCREEN CLOSURE WEATHER RESISTIVE BARRIER LAP 0/ © .' ! $ VERT LEG OF HEAD FLASHING&SEAL 1 / W/NON SKINNING BUYTL SEALANT K4. lil .•.1 1 1 1140 24 GA. PRE-FINISHED r SADDLE G-90 GALV. METAL HEAD FLASHING I ti I STEP 4) `1" .."4-t Pil ! 0 I ? I■1.0 •A „ INSTALL UPPER PIECE OF WEATHER RESISTIVE 1-1/4" STEP 1) /2 GAP STARTER STRIP \ STEP 2) STEP 3) BARRIER OVER UPPER SADDLE FLASHING AND \ PLACE WEATHER RESISTIVE BARRIER APRON \ AROUND HSS BEAM PENETRATION WITH ' T• FIT INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, \ NO. DATE ISSUE U CU TIGHT AROUND HSS BEAM; OVERLAPPING LOWER SECTION OF WEATHER BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. 3 , , SEAL TO A ( \ SHEATHING W/POLYURETHANE RESISTIVE BARRIER A MIN. OF 4 1,1 0 \ BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD& BETWEEN „ � 1 07.27.10 FOR BID SEALANT EXTEND 12 BELOW PENETRATION )), 1 �,•-• f iv, r.,W"''f:ROD&SEALANT BETWEEN BEAM&SADDLE SADDLE&BEAM • :::::::::::: BACKER ROD 2 08.13.10 FOR PERMIT &SEALANT .......... EXPANDING FOAM TAPE BETWEEN _.��� SADDLE METAL FLASHING&TRIM Oil_i 1 A 09.23.10 REVISION • I 2 X 6 SPF TRIM PER ARCH BACK • _•_ _• ._ _. .1_(•` PRIME CUT EDGES FASTEN W/(2) :::•:.::......:•:•: ``� 7 ,�� 16d GALV NAILS @ 16"0.C. ;SET •c�����A������ziw�avAr.m���•�twew• TO FLUSH EA • ... . ....... 1 T NIP S S ., _-. .. MIN,...,., „,‘, „-, . SOFFIT PANEL W/NAIL SPACE T TO SPF TRIM BOARD B3 SADDLE FLASHING @ BEAM B2 DETAIL NOT USED B1 BEAM @ PORCH WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: Cti W Cn � CD W W Q WOOD POST W/CB 2 .c Et BASE PER r , 43 LCD�-+ STRUCTURAL + `-� 0 0 DRAWINGS n/ _ '' ' Cr) FRAMED WALL LL M 1- 2-PIECE CORROSION CORNER W Z W 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER 0 W .a 5 2 COUNTER FLASHING FLASHING SPF TRIM PER 1— 6" ARCH + 2 ® 73 TURN DOWN EDGE OF FLASHING '�6„ 6 �_ C INTO SAWCUT AT BEAM ON ALL 4 �, TURN DOWN EDGE OF FLASHING EPDM GASKET �D SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 ^ 3 CD �x SIDES,SET IN SEALANT r CO EXPOSED WOOD EXPOSED WOOD BEAM 2 4" F BEAM �� c.-i1�r ` ` ` `'``""tom I �e 2 / g IA' K----: I ?' '```��,� , MIN CONCRETE FOOTING 4 •� 4. ., , ,, , _P .is ::; PER STRUCTUL 4 . . t s . , „ t • • y „..... GRADE r F roc i , • k s.. Y-,n ,,,.. {le .o a a DRAWN BY: JL, SH, JR f , 4 r i,r 2, CHECKED BY: CRM a!1 . a LAP COUNTER FLASHING MIN 2 OVER BASE �4 `l ;�, k � . � SCALE: AS NOTED FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE 4t�,, ,... I « ' I k • U LAP CO LATER FLASHING MIN FASTEN WITH CLOSED END RIVETS � 4 FULLY SOLDERED SS 2"OVER BASE FLASHING • v. BASE FLASHING r 4 4 • 4 original sheet size 24 x 36 CORROSION RESISTANT • 4 1 BASE FLASHING 4 . • . FRAMED WALL FLUSH CONDITION «..�....... � 1 . .. LL_....w.. . w..w..._w ..... Y._� «w PROJECT NO: 20 10.P33940DCS z U � CORNER SHEET NAME: € CLADDING WP DETAILS CORNER CONDITION r SHEET NO: C3 BEAM FLASHING C1 POST BASE DETAIL I WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP 3.03 , . .._.........___._______________ :.:.:... :: WEATHER RESISTIVE BARRIER 0/QUICK FLASH PANEL • z I o �^ J QUICK FLASH PANEL ,'1i 0 >ggin :50 E o o t00 p o •,' BUTYL SEALANT I o u Q o > n — n .a w eC w J � .0 1- � w ', Z I- N N Z J w co qW w U $ i3 (� I- LL N Z 0 ILI BUTYL SEALANT - f: o I __ m i QUICK FLASH PANEL ., _, -'- WEATHER RESISTIVE ...::., i' -\ BARRIER UNDER QUICK FLASH PANEL i ' ii 0 '1 1 / \ NOTE: WHEN PENETRATION IS GREATER THAN 413, USE EPDM FLASHING; SEE DETAIL A2/WP3.02 3 3 (A4 \ DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED ,� W P-3.04 WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=I-0"-0 ARCH REF: WP-3.04 SCALE: 3 -1 0 ARCH REF: SCALE: 3"=V-0" ARCH REF: A ______, /1/ I ( �1 .• . II OVERLAP CORNER BY 12" • EACH DIRECTION . I III IiI REINFORCE OUTSIDE i•. ..CORNERS W/34 WIDE N I I I CONTINUOUS W.R.B. I I I I / III VERTICAL BATTEN . 1 iiFIBER CEMENT LAP SIDING m I INSTALL W/NAIL SPACE TO . A 1. pi ∎ 1\ •• WOOD TRIM • r�remo :4__ ' I 0 0 NO. DATE ISSUE I� n n I •&i 1 07.27.10 FOR BID M I 1 I I LE i FRB al KM. 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN 09.23.10 REVISION INSTALL W/NAIL SPACE TO WITH 16d NAILS @ 12"OC WOOD TRIM STAGGERED OVER BATTENS W/NAILS 1" MIN FROM EDGE OF FRAMING AND TRIM. RUN CORRUGATED BATTENS 5/4 X 6 SPF TRIM, BACK PRIME HORIZONTALLY, SPACE @ ALL CUT ENDS FASTEN WITH 12"OC VERTICALLY (2)20d HOT DIPPED GALV NAILS W/FINISH HEADS @ 16" OC, SET EXPOSED HEADS E. A DP*IN B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS B2 DETAIL B1 DETAIL "_ " WP-3.04 WP-3.04 SCALE: 3"=V-0"-0 ARCH REF: WP-3.04 SCALE: 3"=I-0"-0 ARCH REF: WP-3.04 SCALE: 3 -1 -0 ARCH REF: SCALE: 3"=V-0"-0 ARCH REF: CV W Cn W W Q r: 2 L' _c rY . Upon ® p! _ 0 r ce) -0- W Z o W cm u) ,_-- OCOc:2 .-- 2 r_______________Th DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 J PROJECT NO: 2 010.P33940DCS SHEET NAME: CLADDING WP DETAILS SHEET NO: (--C-4. 1 DETAIL C3 DETAIL C2 DETAIL C1 DETAIL (WP3.O4O )- WP-3.04 SCALE: "=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: \/\IP . WP 3.04 SCALE: 3"=1'-0" ARCH REF: SCALE: 3 1 0 ARCH REF: SC 3 I INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER 0 irr z 0 FASTEN FLANGES �\, PER WINDOW z ... � � MANUFACTURER \ - 0 0 \ u N _ APPLY A FULL REQUIREMENTS E - �� BEAD OF SIKA 1- o O 0 � LASTOMER 511 .,_\ \` p R W BUTYL SEALANT TO \ t"------ o - \ _ \ ` HEAD&JAMB r Q c �, �`-' � INSTALL WINDOW; �'�� Q o � u �-, ... . . FLANGES � � ,� Z �ce INSTALL 12"WIDE FLASHING FROM w 1 w ,� i WEATHERMATE PLUS WRB STAPLE �' Ij.'' -' o o W W N N u ONLY TOP EDGE WITH MIN.SS 1� 0�•1� o w CROWN STAPLES WITH MIN 1/2 sq�0 I ::_ ::: LL PENETRATION LEAVE BOTTOM OF or z PIECE FREE FIELD FABRICATE AND INSTALL JAMBSILL PAN REF C3 AND C4/ \�� \ ■ SEALANT BEAD OF ,... ... Flom A ,....... ,>„ m WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO SEAL T L O TRANSITION ON INSTRUCTIONS ........ ........ .. CUT SLITS TO ALIGN ,. WITH SILL AND HEAD °..- �' ADHERE 9"WIDE DOW WEATHERMATE � ; :::::::: NOTE:ALL CUTS, SLITS, PUNCTURES OR STRAIGHT FLASHING TO JAMBS, FOLD . BREACHES OF ANY KIND IN THE CONTINOUS . ..................... INTO JAMB THE FULL WIDTH OF THE 41.: SECTION AT FRAME /?\ WEATHERMATE PLUS WEATHER RESISTIVE WINDOW FRAME, LAP OVER SILL PAN BARRIER SHALL BE FULLY SEALED WITH END DAMS, EXTEND 3"ABOVE ROUGH INSIDE FACE OF WINDOW , WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HIEAD AT EACH SIDE PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED INSTRUCTIONS TOE BEAD OF NON SKINNING BUTYL AND ,AT JAMSILL JOINTS NOTE: NO SEALANT @ SILL NAIL �- LAP OVER TOP OF PAN FLASHING AND FLANGE SILL FLASHING, REMOVE PORTION OF 4 4 STRAIGHT FLASHING THAT OVERLAPS 4 4 WEEP TROUGH IN JAMSILL PAN 4 A4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING A3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 2 JAMSILL PAN OPTION A2 DOW WEATHERMATE FLASHING, SEQUENCE-STEP 3 JAMB FLASHING Al DOW WEATHERMATE FLASHING SEQUENCE-STEP 4 WINDOW INSTALLATION WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ADHERE 9"DOW WEATHERMATE EXTEND WRB BEYOND HEAD TO STRAIGHT FLASHING TO HEAD OVER \\_ ALLOW FOR REQUIRED OVERLAPS \, NAIL FLANGE, EXTEND TO OUTER PERA2/WP3.00 \. EDGE OF JAMB FLASHING • -,, , 2.-.-..:.-.-.-.-::.........-... II, \ I '- - APPLY 4"WIDE \-.. \ ��� WEATHERMATE STRAIGHT ' INSTALL WRB;WRB TO BUTT UP ` . '\ BY DOW TO TO NAIL FLANGE AT JAMB OF FLASHING B D WINDOW ONLY; DO NOT LAP WRB WINDOW JAMB FLANGES. ' # OVER NAIL FLANGE j ADHERE TO NAIL FINS AND ::::::::#::: :: : :'::.:. �� WEATHERMATE WRB 4 '' FLASHING FROM STEP 6 .............. rA ................... ........:::#�:: 1::::::::::::::::::::::::::-:•:::::::::•:•:•:::::: : .III INSTALL WRB LAPPED UNDER SILL k :... el 9 FLASHING :: ::::::::::::: . . :::: .: 0,0 NO. DATE ISSUE OA' . .. 1 07.27.10 FOR BID FA 2 08.13.10 FOR PERMIT ;r::.:.: ::::::: 3 09.9.10 REVISION # ###, // 4 09.14.10 REVISION 5 09.22.10 REVISION /6\ 10.07.10 REVISION 4 4 4 4 4 B4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 6 B2 DOW'WEATHERMATE FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 8 HEAD FLASHING WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: CO INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO V! WRAP AROUND BOTTOM OF BUTT JAMB TRIM TO HEAD INSTALLATION BY SIDER EXPANDING FOAM TAPE INSTALLATION BY SIDER HEAD FLASHING AND SEAL INSTALLATION BY SIDER INSTALLATION BY SIDER W LLI TO BACK LEG WITH NON BATTEN SPACERS 4 TRIM ��`- PART NO. 1639042 2 '� SKINNING BUTYL :-..::.: : : ::.... � ��, INSTALL METAL SEAL SLIT AT END \ \\ INSTALL HORIZONTAL SET HEAD TRIM 1/4"ABOVE ® IL ., `�� DAM WITH NON �:�:.�: :�•:•�:•�:•• BATTENS TO SUPPORT BOTTOM SLOPING SURFACE � I M °� HEAD FLASHING WITH END DAMS ....:::'�'`:•::•:. INSTALL WRB -... ..-..--.... .......... \, PANEL SIDING EDGES AS OF HEAD TRIM ON TOP F ::�:�:::::::��:�:��::�:�'=:: ::•:.. SKINNING BUTY . { O O CCS OVER EXPANDING FOAM TAPE -, •:•:::` ':: = OCCURS END DAMS) W �, � EXTEND INTO HEAD .. .:::::::'�:::::: ::::::::: ::: :::::'::.:. ��� ..... ..... `� w Z O � NOTE: HEAD FLASHING SHALL FLASHING AND SEAL (n �— ,,,,.. ND FULL WIDTH OF WINDOW TO BACK LEG WITH .: :.: :.:.:. :. :::: \ C.) NON SKINNING BUTYL -:.::: :.......:...... : :........:: \ ` "\ ® (n 2 as '::' ' ...�. � :. ...::: ::\ --!--___ , ��-�� INSTALL BATTENS TO FULLY � =� \�i �„ SUPPORT WINDOW TRIM. I� . :::::::::::::: OFFSET FROM NAIL FLANGE ` SET JAMB AND SILL TRIM ����: , TO ALLOW FOR FLAT WITH NAIL SPACE TO•®' 4 '''��:1 INSTALATION I 1 WINDOW FRAME iii" N I I I I• 4 / / BUTTSILLTRIMTOJAMB i FOR t i, , , . CONSTRUCTION} '.• t4 / i TAPE SEAMS PER A2/WP A-41H1111Lik 14 " '■I DRAWN BY: JL SH JR ', II A 3.00 lii I CHECKED BY: CRM 1%-4 . SCALE: AS NOTED ■''' \. 1% _ original sheet size 24 x 36 ,} PROJECT NO: 2010.P33940DCS 4 \, SHEET NAME: ALTERNATE WINDOW WRAP 4 4 4 4 SEQUENCE SHEET NO: C4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 9 DOW WEATHERMATE FLASHING SEQUENCE-STEP 10 DOW WEATHERMATE FLASHING SEQUENCE-STEP 11 BATTEN INSTALLATION C1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 12 TRIM INSTALLATION WP-4.01 SCALE: NTS ARCH REF: (-C-- -4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: VVP 4.01 INSTALLATION BY FRAMER INSTALLATION BY FRAMER °..- INSTALLATION BY FRAMER „ ' INSTALLATION BY FRAMER i CI 13 Q 1— .' i � \ \ -e Z ................... c'ILI~° i ci luilm. .:4›.. F :4: Z :.:.:.: 7.... ....... ....... :.:.:.: ....... W :01:1 N U ................. ................. :.:.:.:,.:.:.:.:.: ....... :::1:: 1: ii ® . �Q z.:............... ::.:.:.:.:.::::: .::::::::::::::: ::::::::::.:.:.:. .... ..... ,..2 :::1:: :::1:: (.?.. ;1'�' .-. ... 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A . •:1•: .... ... :.i.: ... .... i�;;: '':.." >.,., ADHERE 9"WIDE DOW WEATHERMATE ADHER: IDE DOW WEATHERMATE A_i< Y_ S IGHT FLASHING TO JAMBS .�:4=�: ::- STRAIGHT FLASHING TO JAMBS, FOLD szs: NOTE.ALL CUTS, SLITS, PUNCTURES OR INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9 BREACHES OF ANY ND IN THE CONTINOUS WEATHERMATE WEATHER RESISTIVE BARRIER SHALL BE FULLY SEALED WITH DAMS, EXTEND 3"ABOVE ROUGH WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE WITH MANUFACTURES PUBLISHED LAP SELF ADHERED FLASHING OVER — A INSTRUCTIONS END DAM OF PAN FLASHING AND SILL FLASHING 4 e (A4 ` DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 1 A3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 2 JAMB FLASHING A2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 3 Al DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 4 VID.-4.02 SCALE: NTS ARCH REF: WP-4.02/ SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ADHERE 9" DOW WEATHERMATE INSTALL DOOR WITH INTEGRAL BRICK \,„ STRAIGHT FLASHING TO HEAD OVER -�\ MOLD WITH CONT. BEAD OF NON INSTALL WRB PER A2/ NAIL FLANGE, EXTEND TO OUTER \ SKINNING BUTYL AT HEAD AND JAMBS WP 3.00 \� EDGE OF JAMB FLASHING \ BEHIND INTEGRAL BRICK MOLD i TOOL OFF EXESS SEALANT AT JAMBS - ..............• •• :.:.::•::•' INSTALL HEAD SEAL WRB TO HEAD ::::::: •'••,\::::' :.`'`:-::•••::: : :: : :::•:: .. �. ::::::::.:: : : : :::•.•.. FLASHING FLASHING WITH NON -.;::::::-"••••••••-••••":-":-..1 �•� ::::1: :=:�: ��::� . .................. .................. SKINNING BUTYL .:•::: :.•:::::::.'::.•:: `••��::•:�::�::�:: = �����:���� :�: :::::::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. --...•••-.....•.....-.....-...-.....-.....-...----......... - SEAL WITH INSTALL EXPANDING SEAL WRB AT JAMBS TO LOW FOAM TAPE PART NO JAMB FLASHING I: I::::::::: :: ::::::::::: PRESSURE 1639042 INSTALLED IN STEPS 3 :1 I.:.:: :::.:::::::::::::::::: FOAM SEALER OVER BRICKMOLD AND 4 WITH CONT. BEAD - I PRIOR TO SETTING OF NON SKINNING HEAD FLASHING BUTYL I: 1::::••••�: DATE ISSUE I I: :� : :NO. 07.27.10 FOR BID ISSUE:I :: : : 08.13.10 FOR PERMIT #z;;;;;;zz;; \ 1::::::::1::::::::::::::::.:::::::::::::::: : :�: : ::: 3 09.9.10 REVISION SEE DOOR JAMB DETAIL DOOR FRAME • 1::::::::1::::::::::::::::::::::::::::::::::::::::::::::: 4 09.14.10 REVISION FOR ADDITIONAL !ii W/INTEGRAL :=: :::::: :: ::::::: :: :::::::: MATERIAL INFORMATION BRICKMOLD 5 09.22.10 REVISION BEAD OF NON SKINNING \ • :::::: _ _ BUTYL ON AT JAMBS AND �' -� HEAD USE SUFFICIENT SEALANT FOR SEALANT TO BE VISIBLE,TOOL OFF EXCESS Q e Q B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 7 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 - rED1 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP 4.02 SCALE: NTS ARCH REF: ` SCALE: NTS ARCH REF: V CO SLOPED BUTT JAMB TRIM TO HEAD w (/) O a) WEEP ARIEA PRE MEASURE TRIM Q INSTALLATION) BY SIDER INSTALLATION BY SIDER w CENTER SECTION �, , \ SET HEAD TRIM 1/2"ABOVE 0 �- D! �_ INSTALL HORIZONTAL .�+Lo 1%Ts BOTTOM SLOPING SURFACE 0 . 0 a) BATTENS TO SUPPORT 1 OF HEAD TRIM (ON TOP OF p o M PANEL SIDING EDGES AS END DAMS) Z V %"1- -1 �\\ OCCURS � � � L APPLY ABS �► � � (�w L COMPATIBLE � \ O � o ♦^ .� VJ 7e NON-SKINNING � - \ -�BUTYL SEALANT \ V WHERE SILL WILL 2U..I ,. _. GLUE TAB AREA BOND WITH � \ � � 0 (f) 2 ONTACT FRAMING INSTALL BATTENS TO FULLY � -_ � (LS C / TO FORM FULL BED PVC CEMENT PER CEMENT SUPPORT ENDS OF SIDING. V J MANUFACTURER AND JAMSILL OF SEALANT - FIELD MEASU AND ,. JAMSILL INSTRUCTIONS 1 ASSEMBLE JAM L 1 _ ...e ` PIECES TO FORM ���� 4111 ONE PIECE SILL SLOPED PRIOR TO WEEP AREA , P%)''-- INSTALLING IN OPENING BACK PRIME AND INSTALL c SIDING WITH NAIL SPACE FOR._ 4. I !..... , CONSTRUCTION / i 4 '-' ]HH DRAWN B , �' CHECKED Y:BY:JL CRM SH, JR ,,. E 1 I ,i SCALE: AS NOTED 1 original sheet size 24 x 36 I PROJECT NO: 2010.P33940DCS SHEET NAME: DOOR FLASHING SEQUENCE 4 4 SHEET NO: C4 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY ONLY) C3 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY) C2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 9 RAIN SCREEN BATTENS Cl DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 10 SIDING WP-4.02 SCALE: NTS ARCH REF: WP `t.02 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: / WALL FRAMING PER MING E WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, , EXTERIOR SHEATHING STRUCT. STRUCT. INSULATION, VAPOR BARRIER, INTERIOR FINISH SHEATHING PER STRUCTURAL �� RESISTIVE BARRIER; HEAD VAPOR BARRIER, HARDIE LAP SIDING MATERIALS PER ARCH WEATHER RESIS IVE INSULATION, / ', FLASHING AND SEAL WITH NON VAPOR BARRIER, , INTERIOR FINISH LAP SEAMS AT INTERIOR FINISH i WEATHERMATE LAP SEAMS AT WEATHERMATE PLUS LAP OVER WEATHER RESISTIVE BARRIER; LA / SKINNING BUTYL SEALANT MATERIALS PER ARCH. z MATERIALS PER I OPENING HEAD HEAD FLASHING VERTICAL LEG, WINDOW HEAD SET IN NON SKINNING BUTYL 0,'..... 9 WEATHERMATE STRAIGHT ` pry SEAL WITH BUTYL NEL O/BATTENS WEATHERMATE 9 STRAIGHT• i� FIBER CEMENT PA I FLASHING TAPE LAPPED O/. FLASHING JAMB FLASHINGS /BEYOND I „ �j �� WINDOW NAIL FLANGE o 0© 0: 9 WEATHERMATE STRAIGHT © I N u 1 ' II — Aø Ii LAP SIDING W/STARTER / JAMB;L :AT EACH, I I 24 GA. PRE-FINISHED METAL”; ' ' ' / END O 1 ° V• W III ' OC, I 24 GABAKED ENAMEL METAL I I STRAIGHT FLASHING LAPPED OVER STARTER STRIP / / LAP SIDING W!STARTER HEAD FLASHING FASTEN 16 OC I WINDOW FLANGE / Q o u k ; I IN! STRIP O/VERT. BATTENS Q a I ! I 24 GA. PRE-FINISHED METAL /AI: VERTICAL BATTENS W/INSECT SCREEN jI� �� �''� ^ - ce ‘1 \ 1‘ ‘1 ' i WRAP CLOSURE l I, I HORIZONTAL BATTEN; REF Al /WP 3.00 FOR 24 GA. PRE-FINISHED METAL �- W I HEAD FLASHING; FASTEN 16" Al, j, „ J u.i v 1 : I • a I HEAD FLASHING FASTEN 16 OC AT • W x / , STARTER STRIP ye I ADDITIONAL INFORMATION o x OC AT BATTENS STRIPS . t w N u 4 ` /j ' yAI II EXTERIOR SHEATHING � �'Jr! i � BATTENS ------_ %� �. SPF WOOD HEAD TRIM PER ARCH FULLY PRIMED I SEALANT PER PULTE DESIGN I I o LU „ u 1 �\' OVER HORIZONTAL BATTENS FASTEN WITH 2 /! il-111 ' ii 24 GA. 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PRE-FINISHED HEAD FLASHING; �` W/1 PART 1639042 C I 4 WOOD STOP PER .� ARCH. LOW PRESSURE SPRAY 4_1 FASTEN 16 OC POLYURETHANE SIKA LASTOMER 511 BUTYL SEALANT FOAM SEALER �.� /5\ DOOR&TRACK it 41• ,, SWING DOOR SIKH LASTOMER 511 BUTYL © LOW PRESSURE SPRAY r NAIL FIN PER ARCH SEALANT BEHIND FOAM SEALER i INTERIOR COMPONENTS t VINYL WINDOW - 4 I/ PER ARCH. 110° SPLICE ONLY @ 4" REFERENCE Al WP-4.02 FOR RUNS > 10 FEET REFERENCE Al WP-4.02 FOR REFERENCE Al WP-4.02 FOR HEAD '$ ADDITIONAL HEAD FLASHING 110° ADDITIONAL HEAD FLASHING INFORMATION INFORMATION FLASHING SPLICE 0,i� CUT HEM BACK AT i,4 © A JOINT TO ENSURE TIGHT FIT "'1`� a © Al LAP SIDING HEAD GARAGE DOOR HEAD A3 SWING DOOR HEAD A2 FIBER CEMENT PANEL SIDING HEAD A4 G 00 a /-4_ WP-4.03 3"=1'-0" I WP-4.03 3"=1'-0" WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: © 5 SCALE: ARCH REF: SCALE: ARCH REF: VINYL WINDOW PER ARCH 4 1 SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC' DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH BETWEEN WOOD TRIM BRICK MOLD PER ARCH. HEADS @ 16"OC, SET:,SEAL AND PAINT 4 P A ER ARCH.W/NAIL SPACE TO BATTEN SPF TRIM PER ARCH FASTEN WITH 16d SCHEDULED GARAGE WINDOW FRAME HOT DIPPED GALV NAILS W/FINISH DOOR&TRACK 4"WEATHERMATE STRAIGHT 4 WEATHERMATE HEADS @ 16"OC, SET, SEAL AND PAINT © STRAIGHT FLASHING © FLASHING OVER NAIL FIN AND PER ARCH. BATTEN WRB WEATHERMATE PLUS 7 - - - 2 x 4 TRIM PER ARCH 5 9"WEATHERMATE JAMB 4 4 UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN FLASHINGS REF A4/WP 4.01 FIBER CEMENT PANEL INSTALL WITH 9"WEATHERMATE 1 TRIM AND WINDOW FRAME 4 NAIL SPACE TO WINDOW TRIM STRAIGHT FLASHING VINYL WINDOW �'>«><'''J 2 x 6 WALL FRAMING PER STRUCT. FIBER CEMENT PANEL INSTALL SIDING WITH NAIL SPACE TO DOOR A A A BATTEN _ I 9" 4 FRAME ► - �-- 9 STRAIGHT FLASHING AT JAMB . r i • . CONTINUOUS BEAD OF 9"STRAIGHT FLASHING OVERLAP WEATHERMATE PLUS - 9 WEATHERMATE STRAIGHT G BUTYL �. NON SKINNING ■�v �� I � FLASHING •_._ E, —� ONTO SHEATHING A 1 � SEALANT „ j ,.,� A WEATHERMATE PLUS WEATHER , SPF JAMB TRIM PER ARCH r A 7 RESISTIVE BARRIER -_! SIKA LASTOMER 511 BUTYL J-- © ��--�Obis EXTEND WRB TO JAMB NAIL SEALANT BEHIND NAIL FIN ,_ / 5 i ---- -------- •- iiiiiiiiAIiiii�iii MUM /A^� _._._._._._._. ../_._.-:-: WEATHERMATE JAMB �� —,�` f FLANGE i 9 WE _ " A .i SPF WOOD TRIM PER ARCH �77�lr%AWIW������� j FLASHINGS REF A31 WP _ II1ITIIII1-•--• . E. �I A NO DATE ISSUE r7 4 I IV 1 4.01 j irs0-----\==_—_-_---------N::=:;;77; rag.. ..„.. w, DOW GREAT STUFF PRO LOW MATE US SEAL ONTO JAMB FLASHING PRESSURE SPRAY FOAM SEALER FORMULATED FOR WINDOW 4 091410 INSTALLATIONS AND APPROVED BY WALL FRAMING PER PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 © WINDOW MANUFACTURER STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER VAPOR BARRIER, 5 09.23.10 REVISION STRUCT. INSULATION, INTERIOR FINISH NAIL SIDING PER PLAN INSTALL WITH VAPOR BARRIER, SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT MATERIALS PER ARCH. SPACE TO WOOD DOOR JAMB INTERIOR FINISH WALL FRAMING AND.SHEATHING 6 10.07.10 REVISION © STRUCTURAL FRAMING REF Al !WP 3.00 MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR PROVIDED BY STRU BARRIER, INTERIOR FINISH FOR ADDITIONAL INFORMATION NOTE: BATTENS INDICATED BEHIND TRIM TYPICAL MAT IALS PER ARCH. e 1B4 GARAGE JAMB DETAIL B3 SWING DOOR JAMB B2 FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB e WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=V-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: V CO DOOR DOW SILL PAN @ CORNERS CUT BACK WINDOW PER ARCH w v, 1.1,0 THRESHOLD DAM AS NECESSARY TO FIT UNDER FASTEN FLANGE PER w WIDTH THRESHOLD SET CORNER IN FULL BED ,� TOE BEAD OF NON SKINNING 4 MANUFACTURERS Q K24 GA. 1/2 X 1/2 BUTYL INSTRUCTIONS „ OF NON SKINNING BUTYL SEALANT BACK ANGLE VINYL WINDOW PER ARCH. 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POSITION TRIM Al I \ GALV NAILS W/FINISH HEADS @ 16 OC,SET,SEAL AND • / I t ` 1I, h w/NAIL SPACE TO WINDOW FRAME AND SIDING / PAINT PER ARCH. POSITION TRIM WITH NAIL SPACE TO Al /1" l - 1/4 X 1/4 KERF CUT AT 4 OC i 4 BEVEL TOP EDGE WHERE PROUD OF WINDOW I/ I . WINDOW FRAME, BEVEL TOP EDGE WHERE PROUD OF SPF TRIM RIPPED FROM 2X MATERIAL FASTEN W/16 d `: 1 I F---° i�`■ �1 2 X 6 SPF TRIM PER ARCH FRAME, PRIME ALL CUT EDGES IN WINDOW FRAME, PRIME ALL CUT EDGES NAILS @16 OC BARK SIDE OUT, BEVEL EXPOSED `; t; - 1" MIN 11011111 4 . • HORIZONTAL BATTEN PROVIDE SOLID BLOCKING OR�■ / a • CORNER AND INSTALL WITH MODERATE CONTACT TO • . -- C N 104 � • / 1 STRAP AT PANEL EDGES IF NOT PROVIDED BY ---\ RIME ALL CUT EDGES ' d 1 I 1 SILL FLASHING WRAP FROM © FOR THRESHOLD BACK P I . d O 1 . :.. : ��� II STRUCTURAL FRAMING REF Al /WP 3.00 FOR 3 „ „ ��■ i � S/S /6 x 2Y2 POWERS SPIKE z � - I� WEATHERMATE PLUS WEATHER RESISTIVE 24 GA. PRE-FINISHED METAL Wai! 1 . - 1 ADDITIONAL INFORMATION „1 T ST GGERED• BARRIER 2 ARGET STAPPLED UNDER`■■ � ` 6 O.C. A @•�■ �. , _ _ CONSTRUCTION FLASHING FASTEN 16 OC �-- --------- i FASTEN INTO PRE-DRILLED SILL PAN LOWER LEG •EI;ii WEATHERMATE PLUS WRB TUCKED p HOLES LAP SIDING W!NAIL SPACE BEWEEN II UNDER SILL FLASHING TARGET d - r© I EXTERIOR SHEATHING DRAWN BY: JL, SH, JR 1.....1 � iv � 1/� / BATTENS•"" / a IN WRAP FROM WEATHERMATE PLUS 9 WEATHERMATE STRAIGHT 01i- 1/) SILL FLASH G 0° , WEATHER RESISTIVE BARRIER 12"TARGET STAPPLED WEATHERMATE PLUS WRB TUCKED UNDER CHECKED BY CRM• 5 FLASHING COORDINATE o ,,,,,,, SILL FLASHING TARGET k LOCATN WH STURAL I 4 1 UNDER SILL PAN LOWER LEG 1.741, FASTENING o WALL p • �/I EXTERIOR SHEATHING m��t '� FRAMING d T NS © o I FRAM Q BAT E II -' 4 24 GA. PRE-FINISHED METAL I / d AND © original sheet size 24 x 36 FLASHING FASTEN 16"OC ,„ o / 110011 SHEATHING PER STRUCT. FIBER CEMENT PANEL S SHEATHING© I INSULATION, WALL FRAMING AND S PROJECT NO: 2010.P33940DCS I / VAPOR CONCRETE PER STRUCTURAL PER STRUCT. INSULATION,VAPOR DECKING,JOISTS&HANGERS / BARRIER, BARRIER, INTERIOR FINISH I ".AND LEDGER PER STRUCT. / INTERIOR MATERIALS PER ARCH. NOT TYPICAL TRIM MATERIALS SHEET NAME: WEATHER RESISTIVE BARRIER FINISH REVISED TO INDICATE 5/4 NOMINAL WINDOW WP DETAILS THICKNESS MATERIAL PER PULTE LAP SIDING O!VERT. BATTENS IL.... MATERIALS SHEET NO: C4 DECK DOOR THRESHOLD PER ARCH. C3 SWING DOOR THRESHOLD C2 FIBER CEMENT PANEL SIDING SILL C1 LAP SIDING SILL 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: WP 4 _____ _ . _• , , 2"MAX : \ \ 12"0.C. ....., ....-- ,- ........F___ C) .......,.. \ __„., ••••-•.........•-•••••••••••••••••••-....... 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PLACE NAILS ‘11-1111Wik ::::-...Z....-•..., CAPACITY PER NAIL=29 LBS AS INDICATED, K:::::::::;MNN:::::::,;:l&NO CLOSER THAN 1" FROM ,,,, 1104:-... --...._...... " EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; N ‘14111Z, ---:: "•-- ....... ----..... ■ it ....... ...-....oarop (4) NAILS PER SHINGLE X 29 LBS/NAIL= 116 LBS/SHINGLE Iv&.......„ : B3 SHINGLE FASTENING PATTERN AT FIELD OF ROOF ECD UNDIERLAYMENT LAPPING @ RIDGE&VALLEY (-13-: NOT USED I 1k /WP-5.00 SCALE: 3"=1'-0" ARCH REF: "C3 I WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: _..... CO W (i) ° (1) 1 0" W W Ce -> ....... ..._ il 2 1 _.... 10" ...-- RAKE ° 0 (D" -CL'6 0 ,. •• • 11.- 10" f) 1 IL Cir) tf --NH 3/8"0 I--m-- 1-Ir 40-7/8" 1 \ 1 • ............. ..........., ..........„ ............ 10" 1 1411 1 1 3'MIN. 8 NOTE: SUBSEQUENT SHINGLES NOT W Z — 0 2 0 (0 2 _..... I ....... ..._ I 1 1 1 .......• , ; : SHOWN FOR CLARITY ------.--,•. . I I „ , ANULAR RING SHANK., 1-°- D cu .....,... MIN. 11 GA; (f) - •— .._:.. -•,... ...„--...,---,.--,-.-.. „.„..., =13" FROM EDGE U) 1 ---::: (BOTH SIDES) 7 \ / e ..... ...... ....., ..... jr":. :.,i0 IV ...". 1::::::d 1" 3., , .- 7- A. err A„rA 8 Ad ■- - • ,. .1.-• :':i'•-•-•;::,-:-':•-•:.':--•,'-:-r--•::::: :--,::.-••-:•:;:.,:-.;•,'::-:,--..•-,...:.•.:....:.:•..,-:-.-...,..7tr:,,,.:,,:.".•.....:•.,:,,::;--,.,.-..:-.:-i:::..,.,::....::,:..,:...:.....:;.:.:..:.,..,...:,,,7,..::.:_::..;...7:.:_y7.,,.::. . . • \i/ 13-3/4" V 7--.1"FROM EDGE .:.:.:,,v,‘,,v1,.......,,i.--, (BOTH SIDES) \ 7 • ------ ------- -----• ----- FULL—WIDTH •SHINGLE v A C) 1.. 4 MIN. v C.) v C) --:.. 'V C) i CONSTRUCTION ' ANNULAR RING SHANK NAIL 1 / I / 1 / 0 .........,„ ............. .......,... .,...,... ....v.._ MIN F FASTENERS T1E2 NGEAR.,SWS/SHALL HEAD ADOUBLE D D T VE STRAIGHT, GOOD PENETRATION AND FLUSH WITH SHINGLE SURFACE PROPERLY DRIVEN UNDERDRIVEN: INADEQUATE DECK PENETRATION OVERDRIVEN: TOO DEEP, CUTS INTO SHINGLE IMPROPERLY DRIVEN NOTE: CROOKED: INADEQUATE ANCHORAGE r DRAWN BY: JL, SH, JR FOR EXPOSED EAVE / • / / • CHECKED BY: CRM PERIMETER SCALE: AS NOTED CAMBRIDGE 30 AR DIAMETER OF DOPIFEPN-IPEA'E'E.TDSRAHG A A TN L EK V. NAILS TO BE ANNULAR original sheet size 24 x 36 } SHINGLES BY IKO SEAL SHINGLES W/ TWIlliJiSIT0uHGAEViED:UcFKFCGIEmNINTiLuE, RING SHANK W/BARBS *NOTE: ROOFING PLASTIC SHINGLE FOUR(4)NAILS PER TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: CEMENT PER MNFR .. , ..._ PROJECT NO: 20 10.P33940DCS #11 ANULAR RING SHANK 1" NAIL IN 7/16"T-111 PANEL SHINGLES SHALL BE FASTENED W/(6)NAILS. PLACE NAILS -0 \ ( • 0 NOTE: UNDERLAYMENT NOT AVGERAGE CAPACITY PER NAIL=27 LBS AS INDICATED, IBSE: &NO CLOSER THAN 1"FROM SHOWN FOR CLARITY EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; \ / Er III/ N A FIELD I L PAT OF PATTERN RRNO SHOWN 0, SEE FC03RI SHEET NAME: (6) NAILS PER SHINGLE X 27 LBS/NAIL= 162 LBS/SHINGLE ROOFING WP DETAILS . WP-5.00 FOR EAVE EDGE SHINGLE NAIL PATTERN SHEET NO: C3 SHINGLE NAILING OVER EXPOSED EAVES CD ASPHALT SHINGLE PATTERN C--.D TYPICAL FASTENER APPLICATION WP-5.00 1 WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: SCALE: 3"=1 -0" ARCH REF: WP 5.00 LEAD CAP OR OPTIONAL LEAD PIPE FLASHING TURNED DOWN I 24" MIN. 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR 1" PLUMBING VENT PIPE �.I INTO SOIL STACK 1 ,� USE PRE-FORMED RIDGE SHINGLES FROM MANUF. S OIL STACK) FASTEN METAL W/#10 X 1 PANCAKE (DO NOT BLOCK I.D. OF PIPE) (SOIL 0 HEAD TYPE'A'SCREWS, MIN. 12"O.C. PIPE PENETRATION; INTO PRE-PUNCHED 9/2"OVAL HOLES DOUBLE HOT DIPPED EXTEND METAL FLASHING SET BASE IN MASTIC I w I GALVANIZED NAILS o BEYOND PENETRATION 4 ON UNDERLAYMENT a LAP VALLEY METAL 8 MIN.& �_ FASTEN ONLY THE BOTTOM I O 1 (TYP.)IN ALL DIRECTIONS :. :. J r SET IN TWO BEADS INSTALL RIDGE SHINGLES TO SELF-SEAL a _ SELF ADHESIVE MEMBRANE �� LAPPED VALLEY METAL.SEE I F POLYURETHANE SEALANT WITH UNDERLAYING RIDGE SHINGLE ♦ `.�/ VALLEY METAL SECTIO , B4 P I I „, BACKER PLATE SOLDERED 0. ... .\ .. .. .. 5.02 ':... <, o v .. .. ,. 3 I I OR SEALED TO RIDGE N E LASHING W/ _ METAL VALLEY F ' / FLASHING TO CLOSE GAP. H c•� : :: COMPOSITION UNDERLAYMENT TO EXTEND :.; .«.. .,,.., ,:� CENTER RIDGE UNDERLAYMENT; `/ .: �:-:.: \ :. ONTO VALLEY METAL FLASHING ti �^ LAP EACH ROOF PLANE : : . ”' .. ... .... "...\.:i. .. . ASPHALT SHINGLES : �^ :�'^''. I .o . . 4-. SEAL PIN HOLE � � o � o &SEALED IL MASTIC �^,� Lis N N' — _ o N p _ ,,,,,� �`,,,i„ LAYER OVER RIDGE ..O Q °o• : . \ : I (L. FULL SHEET OF SELF-ADHERED :: EXTEND UNDERLAYMENT Q, Z• �/ . 3 CHALK LINES DIVERGE/g/FT I t I MEMBRANE OF SHAKE FELT IN TO TOP OF STEP w W DOWN THE ROOF SLOPE \ VALLEY Q.: �a �: W ce SHINGLES MIN 7"FROM o ;/ FLASHING w N N u ... CENTER OF VALLEY METAL, � COUNTERFLASHING W/ co v� H ... :.... ".. :.. \, ... .. ... SET EDGE IN MASTIC I ..:..„:::.....,,....„ OPTION TO INSTALL :.:: t ----- ,`� G RUN OWN OVERNG TO f O S EPARATE METAL I - `� Li‘ Er VP 1"CLIPPED OFF SHINGLE �ZJG CLOSED END RIVETS m LAS , . . . . .. ._ING CAP PREFABRICATED ASPHALT SHINGLE•SET � CORNER 45° --.10 INTO PIPE AND @ P��' > METAL FLASHING; VALLEY EDGE IN MASTIC ,_ I COUNTRFLASH WITH 4" '? r COUNTERFLASH LEAD Q SECURE PER MNFR. : ��. STRIP OF SAM BONDED -:: TO SUBSTRATE PREFABRICATED STARTER SHINGLE TO BE EVEN S SET IN FULL FLASHING COLLAR; •: ' W/'T'MTL EAVE FLASHING PLYWOOD BED OF MASTIC r �. *116 SEAL PIPE TO • � , � . ._ .. .. ..• .ik,FLANGE CONNECTION PREFABRICATED ,. .. / ...,....„. . �"` \ METAL FLASHING P1* t ::._ F 0 t04° •• e PIPE PENETRATION N NOTE: STORM COLLAR ASPHALT SHINGLES VALLEY MTL IS is III HIP FASTENING SIMILAR UNDERLAYMENT I 010111.1°.7■• NAILED,STRIP EDGES W/ U MIN.4"STRIP OF S.A.M. � r \ CUT OFF SHINGLES AT AN OR WEBBING&MASTIC; _ ANGLE FR •� 6" NG FROM EACH TAB METAL FLASHING WITH • ////// OF CENTERLINE.ITHIN 6 STORM COLLAR • .�/�//// -.•- //#� SEAL FLANGE TO UNDERLAYMENT W/ FROM 3 TAB SHINGLES LES A4 SOIL STACK PENETRATION SELF-ADHERED MEMBRANE A3 OPEN VALLEY FLASHING A2 RIDGE- NON VENTED Al RIDGE MEETS UPPER WALL WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER VENT PER ARCH; ROOF VENT; DOUBLE HOT DIPPED OSB ROOF SHEATHING SET BASE IN MASTIC GALVANIZED ROOFING NAILS FASTEN THROUGH UPSLOPE "": METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO EDGE UNDER END TO CREATE SECURE VENT 40\ TIGHT CONNECTION PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS W.R.B. TO LAP 0/ �� ,, /.. . .. . .. . . . . .CONTINUE FLASHINGS MIN.2" TRUSS TAILS .......... . UPSLOPE W/ 4,� ` _. STEP FLASHING , y4t4��� SINGLE LAYER OF - TOP LAPPED VALLEY METAL _ Vi,V UNDERLAYMENT SECURE TOP LAPPED VALLEY TWO e I _\ ��.,,`� 2� 500mm STARTER STRIP BEADS OF POLYURETHANE o. / i �� SEALANT / � ..":.. � .". :� _+, '' ... "..... \, ? -.... 1`2 MIN. - FASTEN ONLY THOUGH THE , � „� :��:;:, ���� BOTTOM LAPPED VALLEY METAL. DOUBLE HOT I `�� .4. DIPPED I ` . , I `� s A ,.— % IL EXPOSED NO. DATE ISSUE <0 �::: •,�� SPIKE&FERRULE DO NOT NA ■BOTTOM LAPPED VALLEY METAL GALVANIZED r �` o,•_•- L.. ,..,... .;—�,,; •,,���� ATTACHMENT SURFACE 6 MIN ROOFING NAIL o - � :: UNDERLAYMENT _ •_•—• —�': 1 07.27.10 FOR BID iii ■ v, B IN -� 2 08.13.10 FOR PERMIT UNDERLAYMENT �- �.�� :Y Ill SIDING OVEn 09.23.10 REVISION TYP. EXTERIOR ITH 26 GA. GUTTER CLADDING NOTE: . I APRON FLASHING TO BE COMPOSITION COUNTERFLASHED 3"MIN W/W.R.B. ASPHALT SHINGLES &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT B3 VALLEY METAL FLASHING SECTION B3 APRON FLASHING W/KICKOUT B2 EAVE ADJACENT TO PROPERTY LINE B1 TYPICAL VENT PENETRATION WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 _ 3 SCALE: 3"=V-0" ARCH REF: WP-5.02 SCALE: 3"=V-0" ARCH REF: CO W Cn � � W W Q o% 2 ' ,� o_ 0 0 6, �, 0 M _ (n r wz oW a 2 OC/) c: D I-- CD (- FOR ..-\ CONSTRUCTION} 1. 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 „ ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES , TPI-24 AS PUBLISHED BY THE TRUSS 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 V J = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS w ANY WORK OR FABRICATION. = 10 PSF LIVE LOAD (NON-CONCU� 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND BOTTOM CHORD RRENT) ACI AMERICAN CONCRETE INST. LG LONG =5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD SAFETY REQUIRED FOR THE WORK. APPROX APPROXIMATE MAX MAXIMUM 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND TOTAL LOAD =45 PSF +SELF WEIGHT ARCH ARCHITECTURAL MB MACHINE BOLT 0 TEMPORARY SHORING REQUIRED FOR THE WORK. NET UPLIFT (WIND) = 5 PSF BBO BEAM BY OTHERS MECH MECHANICAL 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING BO BY OTHERS MIN MINIMUM CO :E THE EXTENT SHOWN. THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF- BP BASE PLATE MISC MISCELLANEOUS (� RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE d- 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE, ANCHORAGE,AND METAL SEATS REQUIRED, AND SHALL BM BEAM NO OR# NUMBER LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S < REPRESENTATIVE OF ANY DISCREPANCIES. DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL I°_' CL CENTERLINE NT 4. LOWER CHORDS SHALL CAMBERED TO PROVIDE DEFLECTION GYPSUM S NOT TO SCALE Oo LOWE CHO S S LL BE CAMBE D O P OVIDE FOR DEAD LOAD DEFLECT 0 AT G SUM BOARD CEILING. 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. CLR CLEAR OC ON CENTERS 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. COL COLUMN PCF POUNDS PER CUBIC FOOT 2000 LBS.AND MINIMUM SIZE OF PLATES OF 3"X 5". N CONCRETE REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES& RECESSES. CO NC CO C RETE PLCS PLACES w 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY R., PL PLATE DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH ® w �n 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED Z V 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI,ASTM, ETC...) SHALL BE PER THE LATEST OR MOST CURRENT 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING DIA, 0 DIAMETER R RADIUS „, Z EDITION AVAILABLE. GRADES: DIM DIMENSION REINF REINFORCING CD C:) 0 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE DWG DRAWING REQ D REQUIRED DWL DOWEL RET W RETAINING WALL ® ROOF (SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO. 2 EA EACH U J REV REVISION FLOORS 40 PSF 6x BEAMS, POSTS = DF-L NO. 1 EF EACH FACE SCHED SCHEDULE z D WIND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET W m SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR R=6.5, Ss=0.942, S1=0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND &3RD FLOOR POSTS, ALIGN &MATCH POST BELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS w W FOUNDATIONS: 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24" O.C. W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF 48" O.C. TYPICAL. ETC ET CETERA SQ SQUARE 1. MAXIMUM DESIGN SOIL BEARING PRESSURE = 1500 PSF ASSUMED. SPACED EW EACH WAY STD STANDARD 6. WALL STUDS WITH A HEIGHT GREATER THAN 10-0 SHALL BE Sf ACED AT 12" O.C. E EXISTING STIFF STIFFENER 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. ( ) 7. POSTS AT WINDOW AND DOOR OPENINGS SHALL BE (1) 2x TRIMMER AND (1) 2x KING, UNO. 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. ( ) ( ) � EXIST EXISTING STL STEEL > 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM US STRUCT STRUCTURAL ( ) 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY fc COMPRESSIVE STRENGTH 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. T& B TOP & BOTTOM COMPACTED TO A DENSE, NON-YIELDING STATE. OF CONCRETE, PSI TOC TOP OF 10. REFER TO DETAIL 1/57.0 FOR TOP PLATE SPLICE CONDITION. 0 0 CONCRETE (1) 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY FCO FLOOR CLEANOUT TOS TOP OF STEEL CO C 0 0 UM DRY DENS TY AS OBTAINED BY ASTM MODIFIED 11. REFER TO DETAIL 2/57.0 FOR FRAMING OF TYPICAL OPENING. PROCTOR. 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 1'-O" O.C. FD FLOOR TIOIN TS TUBE STEEL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. FDN FOUNDATION TYP TYPICAL 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL 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 SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL, ARE USED IN THE TREATMENT VERTICAL 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. FT FOOT OR FEET W OR W/ WITH OF THE SILL PLATE. FTG FOOTING 2. PROVIDE PRESSURE TREATED P.T. LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. CONCRETE (CAST IN PLACE): ( ) GA GAUGE 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY R D 3. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBER,. PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GALV GALVANIZED U CURED ,� t' N COMPRESSIVE- CYLINDER STRENGTH OF 3000 PSI. 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE :, o - HGR HANGER O U 2. CONCRETE FORMS, MIXING, PLACING, CURING SHALL CONFORM ACI MANUAL OF CONCRETE LATEST % rn N G U G O TO C U L O CO CRETE PRACTICE LAT S N ' HORZ HORIZONTAL CA EDITION AND SPECIFICATIONS. SHEATHING: HS HIGH STRENGTH t.I ... f O ° 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. 1. ALL SHEATHING SHALL BE, APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HSB HIGH STRENGTH BOLT PANEL THICKNESS AND IDENTIFICATION INDEX HALL BE A FOLLOWS: S G S G 0 v C SS SHALL AS � �: 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. --_ 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 4.� .:: : :,,,,_.4 B 2ND FLOOR =3/4 NOMINAL INDEX 48/24 �••� 1.-- :;. B THE DRAWINGS. ) o 3RD FLOOR =3/4" NOMINAL, INDEX 48/24 �-I--4 ....REINFORCING STEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 F �'1. REINF R IN BARS SHALL BE NEW BILLET TEEL AND HALL NF RM T : 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END 1 ASTM AA6 5 GRADE 60 FOR ALL REINFORCEMENT. S CO O 0 JOINTS SHALL BE STAGGERED. -1. ....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. :4. PR VIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. --..:3. A 0 M WELDED WIRE FABRI H LL NF RM T ATM A185.C S CO O O S 4. REINFOR EMENT SHALL BE DETAILED FABRICATED AND PLACED IN A ORDANCE WITH A I DE 318 AND A I MAN AL C CC C CO C U 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH :14*NAILING AND FASTENERS: :; ,; 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO w G C 0 S S CO 0 S U GS o� ADEQUATE LAPS. 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION 6 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. ° o OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. „ 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OF, PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL A) CONCRETE CAST AGAINST EARTH = 3" BE HOT-DIP GALVANIZED. ostucTURAt B) CONCRETE EXPOSED TO EARTH OR WEATHER ��� PROFS #5 AND SMALLER= 1Y2" 4. SHEATHING NAILING SHALL BE AS FOLLOWS: �� ff' C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER A) ROOF SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES C�� (C,\2,320 �,�, SLABS, #11 BARS AND SMALLER= M" 8d AT 12" O.C.AT ALL INTERMEDIATE SUPPORTS 12,320 9 BEAMS AND COLUMNS = 1Y2"#6 AND LARGER = 2" B) FLOOR SHEATHING = 8d AT 6" O.C. AT ALL PANEL EDGES 7. PLACE 2'-0"x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND - J � 3,- 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 tJ1 OREGON � 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24" MIN.) LAPS. Q- 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND ,,..A Ire(Y 15,1 g � 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. "C 10. REFER TO DETAILS 1/S6.0&2/S6.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. J. Eta 6. JOIST HANGERS, HOEDOWNS 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 U "PSL" BE SUPERVISED BY A SPECIAL INSPECTOR,AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. w o 2. ALL BEAMS DESIGNATED PSL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 1/2" < < N 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2 DIAMETER X 10" LONG ANCHOR BOLTS WITH < 0 cn cQ Fb=2,900 psi, Fv=328 psi, E=2.0 MILLION o p p , 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 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 0 ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. o Fb=2325 psi, Fv=460 psi, E=1.55 MILLION ,.,., o 4. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER z w IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS w 0 Q 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES 0 0 0 0 NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. 6. TRUSJOIST TRUSSES &JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. 3. BEARING WALL ELEVATION LETTER 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: FLOOR LIVE LOAD = 40 PSF AI ROOF SNOW LOAD = 25 PSF + + NON-BEARING WALL ELEVATION VIEW 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL ® co UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS, AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. SHEET WHERE DRAWN Z z 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. 416- INDICATES HOLDDOWN ANCHOR o 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS,AND ALL OTHER TYPE AND LOCATION E p ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ U VD WITH A FINAL REPORT. FOUNDATION/STEM WALL SECTION LETTER o 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL Ak SCHEDULE FOR TYPE BUILDING SECTION co GLUE LAMINATED MEMBERS: Ak VP _ I 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE SHEAR PANEL :.:::::::.::;.. >:;<:>:<:<;::.;: r,:::;.::: SHEET WHERE DRAWN 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. <=<:<F:` .<>«>f<< >:::::;:>:;:::f<:;::;:.;: c6 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SEE HOLDDOWN LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SCHEDULE FOR TYPE - ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. w mY.. _ .-....--.........._ .........W.0 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. ' cs) 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. i BREAK INDICATOR co f EL w Q Q E: a) o SHEET NO. co cu a a ca U i S 1 N 0 E: cz i a) JOB NO, U CEN-090 03 w KEY NOTES O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 1 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 0 ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4" 0 x 4%2" @ 12" O.C. DE ® SIMPSON ACE6 0 19 SIMPSON LUS26© EA JOIST Z - 1-. ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 Q F- ® SIMPSON HUC48 O. SIMPSON ABA46 W/WEDGE-ALL a. 0 ° © SIMPSON LGT3 0 SIMPSON ABA66 W/WEDGE ALL / 16'-0" / z ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 1., 1„ CO 0 CONDITIONS SHALL BE PRESSURE TREATED LUMBER W/gd NAILS 2Y" O.C. EDGES, 12" O.C. FIELD. 4-72 2'-10" 6 8'-0" O le- 23 @ / / / / ® DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x I--- W n W/8d NAILS © 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED < �=.! ® HEADER SHALL EXTEND OVER SHEARWALLS 2 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 10 SIMPSON HUCQ412 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD Z Q BALLOON FRAMED WALL. PROVIDE WALL STUDS 7 —\ \ \ D 0 --I O. ALIGN FLOOR JOIST WITH SHEARWALL .2 @ 12" O.C. = PM: ►i ' SIMPSON LTT19 W/ 0 x 6" LAG SCREWS 12 SIMPSON HUC46 (MAX NAILING) 26 $ © �5 © LL. DETAIL 37/S7.2 a ° (7. D 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 LLI 14 SIMPSON ECCQ5-6 20 SIMPSON AC6 ' ' 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 bp 16 EXTEND WALL SHT'G THROUGH PERPENDICULAR ® 12 ®15 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED — gil D \ I \ . . :` . \ L ANCHOR SCHEDULE 4 S6.0 N ...{ N (1)� SSTB28L i.: 4 � N . CD SSTB24 .... 56.0 O O Elp 1" 0 SSWAB HS to • 1151 ._. :;: U /a 0 SSWAB HS 4 1 b-4 T O U - 56.0 t�t ' v �"+ . :.. o,1'_81„ 4 CONCRETE SLAB, •r--� 3 O5 %" 0 THREADED ROD „© 1” 0 THREADED ROD ".� 3-8 2 DESIGN AND DETAIL ..: ::. 3 BY OTHERS, TYP J C7 1/$ 0 THREADED ROD Ti N f cri i:..-: _ O H • -i r FOOTING SCHEDULE 3 t 1 voucTuR44_ O 1 3'-0"x3'-0"x 10" ' PROF�f 4'-3"x 41-3"x 12"W/(6)#4 BARS EACH WAY @ BOTTON 1 �G EF $-' 2 INSTALL FTG THEN POUR SLAB OVER i 12,320 R 1171 3 6'-0"x 3'-0"x 15 W/(3)#4 BARS BOTTOM LONGIT, _ „ (2)#4 BARS TOP LONGIT —� C �. 1 4 2'-6"x 2'-6"x 12" v� 9�A_ tJ� OREGON _ y15,l �\�` 5 18" 0 x12" J. Et`1� 8'-0"x 3'-0"x 24"WI(3)#4 BARS BOTTOM LONGIT, o _ 6- (2)#4 BARS TOP LONGIT r EXPIRES 12-31-2011 CV 17 5'-0"x 3'-6"x 12" `V 0 C 4'-0"x 4'-0"x 15"W/(7)#4 BARS EA WAY @ BOTTOM 2 Q oN Q U u-) co 3 0 FTG LENGTH= UNIT WIDTH + 1'-0" EA SIDE (UNO)x - 1 S6.0 8 n WIDTH AS SHOWN x 18" DEEP W/#5 BARS @ 12" O.C. \ o 0 BOTTOM LONGIT, #4 BARS © 12" O.C. TOP LONGIT z Z Y 2'-0"x UNIT WIDTH + 1'-0" EA SIDE (UNO)x 18" DEEP 3 I � \ g w di M 10 S6.0 \ w z W/(2)#5 BARS TOP LONGIT& BOTTOM LONGIT ° ° 0 0 \ \ 11 11 3'-6"x 3'-6"x 12 56.0 112 3'-0"x 3'-0"x 18" 9 4 \© 201Q© p -� © © 13 3'-6"x 3'-6"x 18" •ti , C9 14 2'-0"x 2'-0"x 10" \ 115 8" STEM WALL W/ 15"x 8" FOOTING, UNO I 20 © I -in \ \ 7 \ co CD M � � �' o z M irm 16 8" STEM WALL W/24'x 8" FOOTING, UNO \ - 201 � � � U 0 17 8„ STEM WALL W/ 12„x 8” cn FOOTING, UNO ” .- Lu 19 g ° — 1 g 8" STEM WALL W/21'x 8" FOOTING, UNO S6.0 co 19 6" STEM WALL W/ 12"x 8" FOOTING, UNO c13 0 20 10" STEM WALL W/FOOTING PER PLAN 21"/ 21 4'-0"x 4'-0"x 18"W/(7)#4 BARS EA WAY @ BOTTOM / 5-7 / 10-5 / w °° 22 6'-0"x 4'-0"x 15"W/(5)#5 LONGIT BARS &(7)#5 / 16'-0" / rn TRANS BARS @ BOTTOM o K c -z) UNIT BM <cac)= LOT 47 0 1---D. `� A FOUNDATIONPLAN SHEET NO. 0 S2 SCALE: 1/4" = 1'-0" Ucv i 52 N E c� L JOB NO. U CEN-090 CI) w 0 1 t, 1 74 t� 74 21: Z 3'-32" 4J-3�tt 4._9.. 2.-5k Q I- // / / 7 / J O S.:3 ANCHOR SCHEDULE z I® co 0 0 SSTB28L r � � Z1 ` ® 1 ` E1 1-- w CD SSTB24 W // ;4,, n 1" 0 SSWAB HS D C..) —I Z ® /4" 0 SSWAB HS 0 LL co n %" 0 THREADED ROD L © 1" 0 THREADED ROD CO 4/ 6 07 1%,,,t O THREADED ROD ::::'.7- ����IM PA ArdWi. / 'm' 1 J L I __J CO (2)2 x SILL PLATE ' N ... N ... � O U N M i3.1,. -d >< ' 4 2'-11" 4.. ,0' / ;--4 Aili v I ^ iF F�4 O r i ''': 4E0 CO a c.4..A....(1)(L);-4- :"" ct O `...= p4 :.„, ,:, , :::::;_41 „, „,,, ,, C/� M f'. N , -, (2 2 x SILL aN PLATE rT FF W O N p s1 RUC TUR4L 3\_\) PROT <c,*GI NE-4- * 12,320 9 1 ct o & t; _r&,. t j) V OREGON = . &�Y 15,\g$4) Nr 4, J. ENC SSW15x7 EXPIRES'12-31-2011 ' ::: K TEMPLATE ' TOW \ W/ANCHOR 198.377 \ BOLT PER 2 Q w o SSW21x7 SCHEDULE TEMPLATE `t U u) o TOW \ MPLATE TOW d- 0 198.377 W/ANCHOR 198.377 :, o 0 BOLT PER z z +� S w SCHEDULE l-�, f I © ( o o v © Q SSW15x7 _ SSW15x7 �? TEMPLATE TEMPLATE co W/ R ANCHOR W/ANCHOR C C O BOLT PER BOLT PER SCHEDULE SCHEDULE z z o E O 1” u / 5'-11" � 8'-3" �2/ o - 42" 7" cn 0 0 u M r -. UNIT BM w co ;-:,--co LOT 47 0 Z CC II TOW 197.20 w Q A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY) o E S2.1 SCALE: 1/4" = 1'-0" Too SHEET NO. 0 T c' 0 Q. Q. co a a S2 . 1 ) E co °u; JOB N0. CEN-090 U, SHEAR WALL SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 0 (2)2 x 8 15 5Y2 x 14 PSL (FLUSH BM) O 4 x 4 (2) 2 x 6 TRIMMER 6,1-- (2) 2 x 6 TRIMMER CD SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O H Z 1 1 0 1 2x6KING 6x6KING 2 SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS/4 0 x 4/2 @ 12" O.C. g 4 x 6 (1) . o 0 0 @ JOIST OR BLK G CONDITION Q 2 (2) 2 x 10 16 5Y8 x 10Y2 GL(DROP BM) -1 „ 3 SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST O O ® 6 x 6 2 2 x 4 TRIMMER 2 2 x 4 TRIMMER - i A !z APA RATED SHT G ONE /2 x 10" AB's @ SIMPSON LTP4 @ 39" OC (EMBED 7") 24" 4 SIMPSON ACE4 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 N (3) 2 x 4 KING a- lir SIDE W/8d NAILS @ 6" OC 24 OC RIM JOIST SEE NOTE 1, 2 O 20 S 0 LS O E O3 O O 12"EDGES & 12 OC FIELD 16d 6" OC TO PLATE BELOW (2)2 x 4 @ 0 0 E B OW 5 SIMPSON HUC48 SIMPSON ABA46 W/WEDGE-ALL a E O J (3)2 x 4 1 2 x 6 TRIMMER 0 _ 21 1/4 x 14 TS/LSL (FLUSH O ( ) 1 1 O O 3 x GL 18 O Y"APA RATED SHT'G ONE /2 x 10 AB's MP O G O BM) 0 (3) 2 x 6 KING @ SIMPSON LTP4 2 2 x 6 G Z. @ } 1 2x6TRIMMER K ( ) ( ) B ID �� 12" OC {EMBED 7") 11 © SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL F O � : lipr SIDE W/8d NAIL 4 SEE NOTE 1 2, 3 S OC 16 OC RIM JOIST S 12" �� 5 3Y x 10 GL 1 � (2) 2x 6 KING p 6 x 6 DF#1 �' EDGES & 12 OC FIELD 16d @ 4 OC TO PLATE BELOW 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O $ Y2 19 5Y8 x 16Y2 GL (FLUSH BM) L (1) 2 x 6 TRIMMER O 1 „ O CONDITIONS SHALL BE PRESSURE TREATED LUMBER W/8d NAILS EDGES, 12" FIELD. ® (3) 2 x 6 O 6x 6 KING I- Al Y2" APA RATED SHT G ONE /2 x 12"AB's© SIMPSON LTP4 @ 23 S @ 2Y2 0 C D 0 C 6 5Y8 x 12 GL DROP BM) 20 5Y x 15 GL 24-V8 O N 1 V SIDE W/8d NAILS 2" OC 12 OC (EMBED 7") 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O ( ) O $ ( ) Ct 0 0 @ 8 O W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED EDGES & 12 OC FIELD 16d @ 3 OC TO PLATE BELOW @ n 3Y2 x 14 TS/LSL ( FLUSH GIRDER TRUSSES 1-1-- APA %"x 12"AB's O9 HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA �J BM) 21 BY OTHERS PA RATED SHT G BOTH z @ SIMPSON LTP4 @ 24 I lir D SIDES W/8d NAILS 4" 12" OC (EMBED 7") SEE NOTE 1, 2, 3, 4 O W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD M @ OC 8 OC RIM JOIST , 10 SIMPSON HUCQ412 g (2) 2 x 4 2 x 8 LEDGER r- O O 22 " 6d BALLOON FRAMED WALL. PROVIDE WALL STUDS O O WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED 1 3 0C EDGES& 12 OC FIELD T PLATE @ 0 TE BELOW 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 12" O.C. �n 11 12" 1 @ TO BE STRUCTURALLY INDEPENDENT 1 O FLOOR TRUSS BY APA RATED SHT G BOTH Y2 x 12 AB's @ SIMPSON LTP4 @ 5 „ g (2)2 x 12 V SIMPSON LTT19 W 0 x 6" LAG SCREWS O OF/ 0 ADJACENT UNITS � © 7 OC (EMBED 7") 12 SIMPSON HUC46 NAILING) s OTHERS GOOD FOR SIDES W/8d NAILS 2" { ) SEE NOTE 1 2 3 4 (MAX{ ) 26 23 W z OC 5" RI JOIST O OC RIM o AL PER DETAIL 37/S7.2 O 380 PLF WIND HOEDOWN LOCATION �,j.. EDGES & 12" OC FIELD 16d @ 2" OC TO PLATE BELOW STRAP ENDS OF BEAM PER DETAIL 12/ 7.0 10 5Y x 22Y GL 24-V8 13 S 0 S O $ 2 ( ) (DRAG LOAD) Nr ct ■..... 27 SIMPSON M PSO N AC6 :•:>:.:><::«:>««<<::<;<:;:>:<;::<::::<:>;::::::r•>�• 4Ik 3 CD " 0 SIMPSON SSWAB HS EA ATTACH TO TOP PLATE o ::>:::........::::;::,::�.....:.......... ; SHEAR WALL /4 12" @ 14 SIMPSON ECCQ5-6 O 16" ..:................ .'::�::<.<.;:..<:;:% �%<:: � Npr SSW12 x 7 END (EMBED 12 INTO FTG) N/A OR HEADER W/(4) SDS O 11 2 x 8 @ 16 O.C. 24 4 x 10 N/A Y4"x 3Y2 SCREWS. SEE 15 SIMPSON HUC414 O. SIMPSON LBV1.81/14 -I r. D o - O 11 BEARING WALL 1 2x6 16 O.C. 6x 12 NOTE 5 @ 25 EXTEND WALL SHT'G THROUGH PERPENDICULAR O 11 O < CO 1 0 SIMPSON SSWAB HS EA 16 @ ATTACH TO TOP PLATE O WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" FLOOR TRUSSES LLI END (EMBED 14 INTO FTG) 13 26 3Y$x 12 GL (DROP BM) NON-BEARING WALL © SSW15 x 7 ( N/A OR HEADER W/(6) D 0 ( ) S S � BY OTHERS O 3 v N/A 1 Y4 x 3/2 SCREWS. SEE ROOF TRUSSES 14 NOTE 5. < Ath. BY OTHERS 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE w SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/ 12 SDS ( ) N/A %"x 3Y2 SCREWS. SEE W (f) NOTE 5 A& 1" O SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 33 lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS S7.2 0m© N/A Y4"x 3Y SCREWS. SEE NOTE 5. et NOTES: • I.%"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. © 0 = 7 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. © :f: cc , o 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF 33 1 33 ;. P T; ADJOINING WALL SHT'G ARE TO BE STAGGERED. S7.2 S7.2 1 o V ._ o\ 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 25 p F)";". I VERIFY SPACING OF ANCHOR BOLTS. " +., -d 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. 6 SIM GOO . ,;+ ;'< 4. • ;--4 -4 a° E S7.0 CD 0 L'2 QZ Q �< r' O U ICI \ :::::0:::::*:::::::m0::4:::*::::::,.,e4:::cV •' - �. .'•�• (� �� :if 1 ...,1 0 1 G ® . © ... .... M F_.. N- .: ,,-, - HOLDOWNSCHEDULE : 4 o 1 } HOLDOWN ATTACHMENT COMMENTS ' O 1 S7.0 w v vp F f. O g N ip Alk.0 NOT REQUIRED NA NA 1 RucTu 43 g'1 RA 5 11 '��l eTYP, UNO SIMPSON SSTB24 ANCHOR EMBED 20/ INTO PROVIDE#4 DOWELS `O ��� PROT F SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK ` f ti �� �GINfF v (26) 10d COMMON NAILS. EA HOLDDOWN BOLT k. 12,320 9 l SIMPSON SSTBL28 ANCHOR(/8" 0 THREADED ROD W/ �`1.---- STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) <... PROVIDE (2)#4 DOWELS . 11 11 AL EMBED 4 FOUNDATION/8 AT INTERIOR EM 2 INTO F ND 0 ERI R o au o R W/STANDARD HOOK V � 17 SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ t1� OREGON\ $ EA HOLDDOWN BOLT v y 1_ 1 15 NV (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT G TO EA 2x PER DETAIL 5/S6.0&SHEARWALL J. ENT' E "°' SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. \ © EXPIRES'12-31-2011 A . o to 7 11 v SIMPSON SSTBL28 ANCHOR EMBED 24 INTO PROVIDE #4 ®� / ROVIDE 2 DOWELS s (2) 9 SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK © r. 70 © (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT S ' 2 Q w N _ < 0 (1) co 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS © ° d- EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ® ° 0 0 Ak WASHER&MASH THREADS ABOVE &BELOW NUTS. @ EA HOLDDOWN BOLT z z w SIMPSON HDU14 0 w 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. SECURE HOLDDOWN TO 6x6, DF-LPOST W/ o o (36) SDS Y x 2Y2 SCREWS. ,,„. , , S7.0 O ::....1::::..•''..•.:...,•...:',''''''::: 2 < I ,w 1 11 PROVIDE (2)#4 DOWELS 0 1 DIA THREADED ROD W/STD WASHER ( ) s . . WI RD H P N ....:.:.......„ EMBEDDED PROVIDE 1 D NUT DE F STANDARD HOOK 0 EMB D END. R VID ST U H I 0 0 C S .. O WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT �' SIMPSON HD19 © S 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ""f"" ",. SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA A307 BOLTS. co AIL (17)- 16d NAILS @ TOP INTO DBE. STUDS & WRAP AND NAIL STRAP TO SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 `''' ii N. 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE ' ` o z AL 1 24 16d NAIL S T TOP INTO DBE. STUDS & WRAP AND NAIL STRAP TO SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 _f o 0 o BELOW. (CENTER STRAP ON FLOOR CAVITY) % O w © ( ) & 12/S7.0 IF APPLICABLE CD ° - Ak (2) SIMPSON (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO , 29 6x6 POST. TAGGER STRAPS ON PP OS IT ESIDES O F BM/HDR BELOW PER 11/ 7.0 4 18 MST48 EA END 0 i:1:1 S7.1 w co POST STRAPS FLOOR .... POS AND CENTER STRA SON LOO CAVITY m J APP & 12/S7.0 IF APPLICABLE S7.0 I\ Ali J �r \I - Z 24 16d NAILS TOP AND BOTTOM FOR EA STRAP IMP ( ) @ WRAP AND NAIL STRAP TO - 0 2 SIMPSON 28 ¢ INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OS S GG S BM/HDR BELOW PER 11/S7.0 U MST60 EA END . .. 9 S7.1 OF POST AND CENTER STRAPS ON FLOOR CAVITY 0 C S C M & APPLICABLE 2 7.0 IF L BLE S C v - 1 v > M (42)- 16d NAILS TOP AND BOTTOM FOR EA STRAP 19 0 WRAP AND NAIL STRAP TO O AIL cr. (2) SIMPSON INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 11 .. 10 CMST12 x 96 EA END m OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE NOTES: lieu. ;; ,g',�� It 0 0 11 ®�©\ ; SHEARWALL SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE 10 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 \" 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2) 2 x 8 15 5Y2 x 14 PSL (FLUSH BM) OA 4 x 4 H (2)2 x 6 TRIMMER M (2) 2 x 6 TRIMMER 09) SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O O O Z IMP SDS SCREWS x " 12" 8 4x6 (1) 2x6 KING 6x6 KING ® SIMPSON CCQ66 18 (2) SIMPSON S SC E S Y4 0 /2 @ O.C. O O @ JOIST OR BLK'G CONDITION O 2 (2)2 x 10 16 5Ys x 10Y2 GL (DROP BM) Q ll-l= 3 SIMPSON ACE6 O. SIMPSON LUS26 EA JOIST O O 0 6 x 6 1 „ @ O (2) 2 x 4 TRIMMER Q (2)2 x 4 TRIMMER �J /"APA RATED SHTG ONE /2 x 10" AB's @ SIMPSON LTP4 @ O O O � J (3) 2x4 KING A 6" 39" OC (EMBED 7") 4 SIMPSON ACE4 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 3 4 x 8 17 4 x 6 p 6 x 6 DF#1 (1) 2 x 4 KING ( ) ( ) SEE NOTE 1, 2 20 O lir SIDE W/8d NAILS 6 OC 24" OC RIM JOIST , @ O O O O E 0 DGES & 12" OC FIELD 16d @ 6" OC TO PLATE BELOW ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 13/4 x 14 TS/LSL(FLUSH CO (2) 2 x 4 J (3) 2 x 4 (1) 2 x 6 TRIMMER 0 "x10"AB's _ 4 3Ysx9GL 18 O APA RATED SHT G ONE 2 @ SIMPSON LTP4 O O BM) K (2) 2 x 6 O (3) 2 x 6 KING @ 1 2 x 6 TRIMMER Z SIMPSON WEDGE O B lir @ 12" OC (EMBED 7") © SIMPSO LGT3 1 (2)2x 6 KING 6 x 6 DF#1 SIDE W/8d NAILS 4" OC 16" OC RIM JOIST SEE NOTE 1, 2, 3 2 SIMPSON ABA66 W/WEDGE_ALL 5 3 x GL 1 1 C P 12" 16d 4" OC ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O Ys /2 19 5/s x 16/2 GL (FLUSH BM) (1) 2 x 6 TRIMMER O d' EDGES& 12 OC FIELD @ TO PLATE BELOW 7 L G . O O 6x6KING TREATED „ „ 1 „ CONDITIONS SHALL BE PRESSURE TREATE LUMBER W/8d NAILS @ 2Y2 O.C. EDGES, 12 O.C. FIELD. G (3)2 x 6 Y2" ®APA RATED SHT G ONE 2 @ SIMPSON LTP4 23 1 Q © "" 12" OC (EMBED 7") "" @ DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x O 5/s x 12 GL(DROP BM) 20 5Ys x 15 GL(24-V8) SIDE W/8d NAILS 2 OC ( ) 9 OC RIM JOIST SEE NOTE 1, 2, 3, 4 ", @ "" ® NAILS O.C. 12" .C. FIELD MIN & NAILS SHALL BE STAGGERED W/ NA LS 6 OC 0 @ IRDER TR E 0 0 EDGES & 12 OC FIELD 16d 3 OC TO PLATE BELOW 3Y2 x 14 TSfLSL FLUSH GIRDER TRUSSES �, � 1 „ ", ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) ( 21 BY OTHERS F-- D Y"APA RATED SHT GBOTH / x 12 AB's @ SIMPSON LTP4 @ O N■ ■ 24 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD CO „ „ lippr 12 OC (EMBED 7 ) SEE NOTE 1 2, 3, 4 SIMPSON HUC 412 2 2 x 4 2 x 8 LEDGER SIDES W/8d NAILS 4 OC 8 OC RIM JOIST Q @ , 10 BALLOON FRAMED WALL. PROVIDE WALL STUDS O8 (2) 22 WALL I D E NT I F I CATION -t-- EACH UNIT HAS BEEN ENGINEERED 0 d EDGES & 12 FIELD 16 3 OC TO PLATE BELOW OC IE @ 5 „ 11 ALIGN FLOOR JOIST WITH SHEARWALL 12 O.C. @ FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT 1 „ 12" 00 USS Y"APA RATED SHT'G BOTH Y2"x 12 AB's© SIMPSON LTP4© O H 46 NAILING) SIMPSON LTT19 W%s" 0 x 6" LAG SCREWS 9 (2)2 x 12 OTHERS GOOD FOR OF ADJACENT UNITS v O SIMPSON HUC46 W/8d NAILS 2" OC 7 OC (EMBED 7 ) 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 12 (MAX( ) 26 23 W @ � � � O PER DETAIL 37/S7.2 O 380 PLF WIND LOCATION �� 1 1 EDGES& 12 OC FIELD 16d @ 2" OC TO PLATE BELOW 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 (I) 5/s x 22/2 GL (24-V8) DRA L A O (DRAG LOAD) IT Li- (..: AI& 3 "" 2 SIMPSON AC6 .{<:: r::<::,;:.;::;.;;r;«<:::<:::;:;»:;:«<:::`::«:::' SHEAR WALL 06 CD II' /4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE E 5-6 °` (...) J O. SIMPSON CCQ 11 2 x 8 @ 16" O.C. 24 4 x 10 lir SSW12 x 7 END (EMBED 12" INTO FTG) N/A OR HEADER W/(4) SDS J N/A Y4"x 3Y2 SCREWS. SEE 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 2 16 O.C. 6 BEARING WALL D NOTE 5 @ @ 25 EXTEND WALL SHT G THROUGH PERPENDICULAR O O Q CO 16 1 0 SIMPSON SSWAB HS @ EA O WALL PER DETAIL 16/S7.1 29 INFILL WALLAS NEEDED "" ATTACH TO TOP PLATE 14 FLOOR TRUSSES ............ O © lipr SSW15 x 7 END (EMBED 14 INTO FTG) NIA 13 26 3Ys x 12 GL (DROP BM) NON-BEARING WALL LLI OR HEADER W/(6) SDS O BY OTHERS N/A 1 "x 31 SCREWS. SEE/ / S S ROOF TRUSSES 4 z R00 USS S 14 NOTE 5. O BY OTHERS Q „ li © 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE w 1r SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS = D N/A Y4"x 3Y2 SCREWS. SEE Cn VJ NOTE 5 44. 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14'" INTO FTG) N/A OR HEADER W/(14) SDS N/A Y4"x 3Y2 SCREWS. SEE NOTE 5. NOTES: 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. i �,, 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C. AND NAILING OF 1 0 C. ' ° N ADJOINING WALL SHT'G ARE TO BE STAGGERED. 3 C/1 ::: • M•4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. I $-.1 ''... o VERIFY SPACING OF ANCHOR BOLTS. I� . 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. CA A 1 E O 3 AO = O Q S7.0 © ^^,, c, v v gr.' `�-� r o 1 i:i:: o 0 cf'`. f-f� v' fi0 , gi,& ,`gi,pp b vr. .,..�0.ry: - ': 3 M ;: li: � N s:HOLDOWNSCHEDULE , -. 4 c' " E: .% � M I O HOLDOWN ATTACHMENT COMMENTS S7.0 ..... :rj w „-, v - IN-n,,:- � 6 Alik 0 RI en: f -._e:. 0 NOT REQUIRED NA NA .. s/RVCTURAL SIMPSON SSTB24 ANCHOR EMBED 2(�$" INTO PROVIDE#4 DOWELS PRO,çt / W/STANDARD HOOK N HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ �, SIMPSO 5 O f v (26) 10d COMMON NAILS. EA HOLDDOWN BOLT �� LNG%NEFi? 0 12,320 320 9 .0._ I:Z . SIMPSON SSTBL28 ANCHOR / 0 THREADED ROD W/ .,.. ,_ ,.,_, STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) :, .-. PROVIDE #4D WE R VIDE 2 DOWELS„ „ 0 I Alk EMBED 24/ INTO FOUNDATION/8 AT INTERIOR , s W/STANDARD HOOK : ; 0 OREGON = SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ 1 @ EA HOLDDOWN BOLT � g © (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO Y 15, ,�, 21 �"C- EACH 2x PER DETAIL 5/S6.0 &SHEARWALL r O N J. E�1� SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED TOGETHER W/ 16d NAILS 6" O.C., EA SIDE. 11 • 01.) , EXPIRES'12-31-2011 All, SIMPSON SSTBL28 ANCHOR EMBED 24/8" INTO PROVIDE (2)#4 DOWELS O 3 .,,,, FOUNDATION. REW STRAP TO 6x6 DF-L POST, MIN, W/ SCREW o SIMPSON HDQ8 W/STANDARD HOOK €� I . Q (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT OPTIONAL I 18 O H Q Lu N H R € 1 DIA THREADED ROD W/STD WRS E @ PROVIDE (2)#4 DOWELS lifit ;I w OPTIONAL;; < U ° o EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK f Q o o ° AL SIMPSON HDU14 WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT ® : < w 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. w cz� z w • • z *.1 SECURE HOLDDOWN TO 6x6 DF-LPOST W/ O w d = 1 O U D 36 SDS Y4 x 2Y SCREWS. ----- 2 ,:::: ..... 4 ::::: �.0 ( ) 2 .E.. J 'v O TYP N U 0 1%" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS m • ::::: .... EMBEDDED END. PROVIDE 1 STD NUT EACH SIDE OF W/STANDARD HOOK -AL w WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT ::::;;;:;:;::::.;;:;, SIMPSON HD19 < Nor 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. i ••::. ge -- „ SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1 DIA '€ `I A307 BOLTS. 21 (17)- 16d NAILS @ TOP INTO DBE. STUDS & WRAP AND NAIL STRAP TO I I :......1...........................:.......:HOLDOWN .. 17 - 16d NAILS BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 .ak SIMPSON MST48 ( ) @ 6 z z W. (CENTER STRAP ON FLOOR CAVITY)BELO C S & 12/S7.0 IF APPLICABLE ,f:> S Ak (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO a- INTO DBE. STUDS O (24) 16d NAILS BOTTOM 0 S U S BELOW PER 11i 7.0 BM/HDR ELO ER N M T60 B S SIMPSON MS T60 U ✓ BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE <` o CD Alk (2) SIMPSON (17)- 16d NAILS @TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO 4 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 , ` 4 F; 8 MST48 EA END S7.0 v) POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE O ,. - 16d NAILS TOP AND BOTTOM FOR EA STRAP f{€%} O Alik (24) LS 0 S WRAP AND NAIL STRAP TO (2) SIMPSON ( ) @ - N 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES 11/S7.0 <€ 0 INTO OS S GG W 9 MST60 EA END BM/HDR BELOW PER OF POST AND CENTER STRAPS ON FLOOR CAVITY g & 12/S7.0 IF APPLICABLE :; c� (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO • , " (2) SIMPSON AL c ) 4 Q INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 � 10 CMST12 EA END �,� OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE w d- -ill'NOTES: Y7• 0 co @ 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS 6" FULL HEIGHT(TYPICAL). h : z 1Y 0 I N-n I 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. 1 c Y4") 3. AL NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 MIN. L16dNA SS C 0 ( c HOLDOWN STRAP OCCURS BEAM OR HEADER BELOW, PROVIDE SAME STRAP EACH END OF 0 0 LIJ I Q BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. 6 0 S. 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. S7.0 E 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. c� 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. UNIT B SHEET NO. U O co LOT 47 .. a, 1 -6 45 A SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN S4 , .0 co S4 SCALE: 1/4" = 1'-0" L a) JOB NO. CEN-090 U, SHEAR WALL SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE 10 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 \"I 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS O (2)2 x 8 15 5Y2 x 14 PSL (FLUSH BM) OA 4 x 4 (2) 2 x 6 TRIMMER (2) 2 x 6 TRIMMER Cf) SILL PLATE: CONC. H M SHEAR WALL INFORMATION @ RIM JOIST COMMENTS „ � „ O O 4 (1) 2 6 x 6 KING 2 SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4 0 x 4/2 12 O.C. B ( ) JOIST OR BLK'G CONDITION O O (2)2 x 10 O @ 2 ( ) 16 5/$x 10/2 GL (DROP BM 3 SIMPSON ACE6 19 SIMPSON LUS26 EA JOIST O O © 6 x 6 2 2 x 4 TRIMMER (2) 2 x 4 TRIMMER Q %"APA RATED SHT'G ONE % x 10" AB's @ SIMPSON LTP4 @ O O @ O (2) O 3 2x4KING A 39" OC (EMBED 7") SEE NOTE 1, 2 4 SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 3 4 x 8 17 4 x 6 OD 6 x 6 DF#1 (1) 2 x 4 KING ( ) lir SIDE W/8d NAILS 6" OC 24" OC RIM JOIST Cl" 0 @ O O O O 2 2x4 16d 6 - 3 2x4 EDGES & 12 OC FIELD @ OC TO PLATE BELOW a E O J ( ) - �� �' � 5 SIMPSON HUG48 � (1) 2 x 6 TRIMMER O 21 SIMPSON:::W/ 4 s x 9 GL 18 14 TS/LSL (FLUSH O x O O B 3 2 x 6 KING� 2 2x6 ( )) K IM N - 2 x 6 TRIMMER ( )B lir /8d NAILS @ 4OC 12" 7") 16" OC OIST SEE NOTE 1, 2, 3 © S PSO LGT3 SIMPSON W/WEDGI_ALL 1 O (2) 2x 6 KING 6 x 6 DF#1 EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA ® 3Y$x 10/2 GL 19 5Y8 x 16Y2 GL (FLUSH BM) L (1)2 x 6 TRIMMER O _ C �" O O 6x6 KING G „ CONDITIONS SHALL BE PRESSURE TREATED LUMBER � 3 2 x 6 W/8d NAILS . EDGES, 12" O.C. FIELD. G ( ) S 2/2 OC k- V % APA RATED SHT'G / x 12 AB's @ SIMPSON LTP4 23 @ � ® „ @ O 6 5/$x 12 GL (DROP BM) CI 5Y8 x 15 GL (24-V8) <2" �, DIAPHRAGM SHALL BE BLOCKED HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE 2 2x G S G O O SIDE W/ 12 OC (EMBED 7 ) SEE NOTE 1, 2, 3, 4 @ S 8d NAILS 2 OC 9 OC RIM JOIST 8 @ 6" 12"W/8d NAILS 6 0. . EDGES, 12 O.C. FIELD MIN & NAILS SHALL BE STAGGERED Q EDGES & 12" OC FIELD 16d @ 3 OC TO PLATE BELOW @ 7 3/2 x 14 TS/LSL ( FLUSH 21 GIRDER TRUSSES "x 12"AB's O HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) O BY OTHERS I F_ APA RATED SHT G BOTH 2 @ SIMPSON LTP4 @ 24 D „ „ W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD (� lir „ „ SIDES W/8d NAILS 4 OC 12 OC (EMBED 7") 8 OC RIM JOIST SEE NOTE 1, 2, 3, 4 SIMPSON HUCQ412 (2) 2 x 4 2 x 8 LEDGER ,� @ ,� 10 BALLOON FRAMED WALL. PROVIDE WALL STUDS O8 ( ) 22 WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED 16d 3 OC EDGES& 12 OC FIELD TO PLATE BELOW @ 25 ALIGN FLOOR JOIST WITH SHEARWALL O 12 O.C. - 11 @ TO BE STRUCTURALLY INDEPENDENT � y2" FLOOR TRUSS BY Y'APA RATED SHT'G BOTH / x 12"AB's @ SIMPSON LTP4 nn @ s „ g (2)2 x 12 OF ADJACENT UNITS � V AL 5" SIMPSON HUC46 NAILING) SIMPSON LTT19 W/8 0 x 6 LAG SCREWS O OTHERS GOOD FOR 0 U S lirSIDES W/8d NAILS @ 2" OC 7 OC (EMBED 7") 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 12 (MAX( ) 26 PER DETAIL 37/S7.2 23 380 PLF WIND a HOEDOWN LOCATION Ct Lill Z EDGES & 12" OC FIELD 16d @ 2" OC TO PLATE BELOW 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5Y$x 22%2 GL(24-V8) DRAG LOAD Nr Atk 3/4" 2 SIMPSON AC6 ( ) :..;<.::::.:..:.. ;:>;>:<:>>�:: <.»: 06 1*.: -0 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE •>: << f> ::»>:::i:::::::i>::»:.i: SHEAR WALL SSW12 x 7 END (EMBED 12" INTO FTG) NIA OR HEADER W/(4) SDS 14 SIMPSON ECCQS-6 11 2 x 8 @ 16" O.C. 24 4 x 10 (,) --1 lir N/A Y4"x 3Y SCREWS. SEE 15 SIMPSON HUC414 ci) SIMPSON LBV1.81/14 2 16" O.C. 25 6x12 BEARING WALL °J NOTE 5 @ @ EXTEND WALL SHT G THROUGH PERPENDICULAR O O < Ci. CO Ah■I - „ 16 1 0 SIMPSON SSWAB HS @ EA O WALL PER DETAIL 16/57.1 29 INFILL WALL AS NEEDED ATTACH TO TOP PLATE 14 FLOOR TRUSSES W END EMBED 14" INTO FTG 13 26 3Y$x 12 GL (DROP BM NON-BEARING WALL lipr SSW15 x 7 ( ) N/A OR HEADER W/(6) SDS O BY OTHERS O ( ) N/A Y"x 3Y SCREWS. SEE / ROOF TRUSSES 4 2 14 NOTE 5. O BY OTHERS Q SIMPSON WA EA 1 0 SO SSWAB HS © @ ATTACH TO TOP PLATE lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER WI 12 SDS N/A Y4"x 3Y2 SCREWS. SEE Ci) Cr) NOTE 5 Alk • 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS N/A Y4"x 3Y2 SCREWS. SEE NOTE 5. NOTES: 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. 2. N 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF f: ADJOINING WALL SHT'G ARE TO BE STAGGERED. ® V ' N 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. ; :�:• 1!,,,8 o VERIFY SPACING OF ANCHOR BOLTS. 18 '`: x 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. S7.1 :,, f • • U i•:iri i%?�i:•ii ITT f!t f1 T i r:+rr::::: •:::x:::.::•i.?i:i: iu:;•i}iii:: :;�Y}:y :r.:. ....is :: ..,�..P CCU ® � .. ....,?. ,..:.,-..:i P4 .:,., f---) vs :::: 2 HOEDOWN SCHEDULE v o : .�., N HOLDOWN ATTACHMENT COMMENTS �' `�' o 19 I S7.1 '<: I 'a`: o AL NOT REQUIRED NA NA f' �� PROVIDE#4 DOWELS ���: �� , '` .� 19 staucruRAt SIMPSON SSTB24 ANCHOR EMBED 2� INTO 1 PROi10�,D SIMPSON HTTS FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK '�($ Tre (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT !.:::;::., :,I ����NEF� it' 12.320 9 SIMPSON SSTBL28 ANCHOR /" 0 THREADED ROD W/ f - STD NUT AT EMBEDDED END, AT INTERIOR SHEARWALL) . w.. .. ,. 7 „ 8" ) PROVIDE (2)#4 DOWELS . AL EMBED 24/ INTO FOUNDATION/8 AT INTERIOR W/STANDARD HOOK '``'�; TYP, UNO .�..V. • SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ ::. A' '- ' OREGON @ EA HOLDDOWN BOLT `� � �� � I � �Y 15.19$'5 �� © (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO �� EACH 2x PER DETAIL 5/56.0 & SHEARWALL :: 0 ./, SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED Y TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. OPTIONAL EXPIRES'12-31-2011 AIL SIMPSON SSTBL28 ANCHOR EMBED 247A" INTO PROVIDE (2)#4 DOWELS CD I • Q SIMPSON HDQ8 F OU NDATION. SC REW STRAP TO 6x6 DF-L POST, MIN, W/ STANDAR D H OOK •(20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT I _ 0 Q w No 3 ii < U CO co 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK 17 0 0 WASHER&MASH THREADS ABOVE&BELOW NUTS. EA HOLDDOWN BOLT w ° S7.1 w II z SIMPSON HDU14 0 w Li 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. SECURE HOLDDOWN TO 6x6, DF-LPOST W/ w g z (36) SDS/4 x 2Y SCREWS. ° ° U ° O 1Y" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS OPTIONA EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK __ 0 WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT 1 © SIMPSON HD19 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA f A307 BOLTS. • .... ... .. . co AL (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO SIMPSON MST48 (17) 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE z z 0 AL (24)- 16d NAILS @ TOP INTO DBL. STUDS & WRAP AND NAIL STRAP TO ° SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 E O o v BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE o 2 SIMPSON AIL (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO 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 co AIL (2) SIMPSON (24)- 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 9 MST60 EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 21 - `Y' SIMPSON (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO :.. ::. ...:.. 0 (2) S SO _ ''..:r<:::f::>i ::::::::::::>:<::::<F:::r;;-?•:: lei _ C. O INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 = - _ _ _ _. 10 CMST12 x 96 EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY \ m & 12/57.0 IF APPLICABLE 01110) �,� ■�©� w 4 NOTES: "° kiiir:: 1 ::::::::::::::::::::::0;,,g::. d co 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). AI. z W _al 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON O 0 "' 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. ' 18 E 4. STRAP OCCURS BEAM OR HEADER BELOW, PROVIDE SAME STRAP EACH END OF S7.1 IF HOLDOWN OEDOWNS RAP OCCU S @ 0 @ ,.,� w Lu v SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. BEAM TO SUP 0 OST S 0 S 0 li . 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. 19. E 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. 57.1 76 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. UNIT B SHEET NO. U O co LOT 47 A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN S5 -? S5 SCALE: 1/4" = 1'-0" L u) JOB NO. CEN-090 U NOTE: NOTE: NOTE: NOTE: 1. %4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SHEAR WALL SHT'G NOT SHOWN FOR CLARITY. NOTE: ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 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 ° 7 POST @ OPENINGS WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SECURED TOGETHER ° S S 0 SBX/DOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ PER PLAN Cf) 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT ° W/ 16d NAILS 6" O.C. SBX/DOT CHEMICALS. •WALL SHEATHING © EDGE NAIL WALL WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE FROM EA SIDE, 16d NAILS SHT'G TO EA 2x& SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ'D. SEE PLAN WALL SHEATHING NOT SHOWN FOR CLARITY _ STAGGER NAIL SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE n _ S NAILS � „ 1 SEE PLAN . DIA 10"AB's 48 REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY,#4 BAR Y2" @ I 1 V ° AS SHOWN OC &WITHIN 12" OF V 0 ERTICAL REINFORCING IS REQUIRED @ 48" O.C.AS ILLUSTRATED 1 • HOLDDOWN WHERE /2 DIA x 10"ABs @ 48" 1 . ALL CORNERS & L CO N S 3. WHERE STEMWALL OC&WITHIN 12" OF LL AN FOOTING C 0 AND F00 I G ARE POURED SEPARATELY #4 BAR BELOW. OPENINGS. TYP UNO IN I ;°°° APPLIES, PER PLAN ALL CORNERS& 1 HOLDDOWN WHERE WALL SHT'G EDGE . ° • `- VERTICAL REINFORCING IS REQUIRED ©48" O.C.AS ILLUSTRATED I • ° I • • APPLIES, PER PLAN ° BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED 1 °°°° OPENINGS. TYP UNO IN NAIL SPACING PER SHEAR p;. ,,. ° J SBX/DOT CHEMICALS. 2x PT SILL PLATE • 2x WALL FRAMING HEAR WALL I ° ° WALL SCHEDULE„ S SCHED �:.. %2" DIA x 10"AB's 48" @ I ° ° 16 OC, TYP, U.N.O. 1 ° ° '� '°r © W//2 DIA x 10 ABs 48 ° ° @ ° ° 2x6 @ 16 OC, TYP, ` `- ° 2x BOTTOM PLATE re OC &WITHIN 12" OF OC &WITHIN 12" OF EDGE NAILING PER I I •°°° U.N.O. SIMPSON HDQ8 f.., 2x P.T. PLATE SEE SCHED �-- <11 ALL CORNERS& \ � ( ALL CORNERS & SHEAR WALL SCHED FOR ATTACHMENT EDGE NAILING PER I 2x P.T. PLATE, SEE SCHED PER HOLDOWN J 0 OPENINGS. TYP UNO IN 41 11 OPENINGS. TYP UNO IN SHEAR WALL SCHED I FOR ATTACHMENT SCHEDULE ° 2x P.T. SILL PLATE 11 SHEAR D I � WALL SCHED . � d II SHEAR WALL SCHED _. SLAB ON GRADE � e ° - I I a. (2)#4 BAR a FINISH GRADE 1 k� I 1 ° I I (1)#4 BAR CONT @TOP CONT AT TOP II 11 �; AT ENTRY FINISH GRADE SIMPSON SSTB28 J ' 1-1 I 1: cg 0213 III \ \ I --"‘. ; CON RETE E F � C rE � ° CONCRETE STEM WALLPLAN /' d d OF ° d a ABOVE 2 UDS ABOVE a ° ° 1.d-I Cg a ' , - I 1 ° a ° REINFORCING DETAIL F--n ° ,, ` I I .d 11 d b. 7 d 4 U 4 �1. z I I I- 4 ► I I I � ° ,- d 4 d • 4 D (") a A - a _ 4 d \ - 1 -: oo \ ' . a . 4. . RIGID R-15 INSULATION /J►/ 4 1-"-H I- d a f:: Ct. / 4d 4 �- SLAB ON GRADE CONCRETE STEM WALL. d (� /\�\�\� ? c� U ° . 0 a SEE TYP STEM/FTG ° _ /` .. .d w U-1 r: Ax://..\\ .„,\<, Co AT GARAGE G G • REINFORCING DETAIL ° 0 (1)#4 BAR CONT �- / v ___\._N CONCRETE STEM WALL. :®� - ''T 4 "' AT BOTTOM /�/• #4 BAR CONT ° . d a 1• FIRM, UNDISTURBED \/\\\\�\` AT BOTTOM SEE TYP STEM I FTG �/�\V\�\Y ` ° $ FIRM, UNDISTURBED FOOTING PER SOIL OR COMPACTED �'//'7 REINFORCING DETAIL \\\\\�\\\\�/, //\Y\\ \\ \\ SOIL OR COMPACTED / �( FOOTING PER S CD CHEDULE STRUCTURAL FILL \ \/\� FOOTING PER STRUCTURAL FILL / / \/////// \ \ SCHEDULE SCHEDULE TYP STEM / FTG REINFORCING TYP PARTYWALL REINFORCEMENT SIMPSON HDQ8 DETAIL 1 2 3 INTERIOR FOUNDATIO�� 4 FLOOR PERIMETER GARAGE 5 II 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 :-.= cV • S OOTING ARE POURED SEPARATELY, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. S , #4 BAR o • VERTICAL REINFORCING IS REQUIRED 48" O.C.AS ILLUSTRATED ® o cv CUT PLATES AT SSW. © .j- c, �,, 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 C `;:: a; o BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. ADDITIONAL INFO MONOLYTHICALLY I� ." 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ -_If__ tre, •V) :. ;> ■ SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS Cr- ) TYP @ 4" CONC. PORCH ' .f o SIMPSON SSW SHEARWALLS. SLAB ON GRADE SIN ,, (2) © SSW24 x 7 SHEARWALLS SLAB BY OTHERS '` o 0 1" CLR AIR SPACE AT GARAGE v " ¢, f INCLUDING SHEET ` I \ y CONCRETE STEM WALL. a . 4 � _.: ,� i ROCK CONTRACTOR �� I II I z SEE TYP TL C •WALL SHEATHING z-FY � �TO VERI -c4 � a I .0 o 0 0 0 ���� 0 I REFER TO PARTYWALL i) I V ANCHOR BOLT 3 '`iY�� �0i��ii' 4_ FOUNDATION GARAGE a 0 0 I P.T. P I a PER PLAN , �• `• �• ,-' 2x LATE EE ED , S SCHED I / ,• � � DETAIL F INFORMATION _ �'� R INFO l N _ II 0 0 FOR ATTACHMENT STEM WALL BEYOND 2 bete (1)#4 BAR CONT TOP a N NOT SHOWN I 4f [I II SEE INTERIOR FOUNDATION - tit • @ U, M j./" ao •2x WALL FRAMING DETAIL F INFORMATI N EDGE NAILING PER II OR 0 r ����16 OC TOP REINFORCING @ i� NOT SHOWN, o �, � SHEAR WALL SCHED 4�o∎ , / !%� I a GRADE ;#0� WELL GRADED FREE f: o iii I I 2 #4 © 18" 0.C. W/ - •. .I - DRAINING GRANULAR SLAB ON GRADE I SLAB ON GRADE "' ao STD HOOK 1 BOTTOM REINFORCING /a ¢ �I i . H I _ ( _ • r ° •� d' I PER PLAN _ - 6" BACKFILL. (NOT MORE _ THAN 5/o PASSING 200 AT GARAGE AT GARAGE < _�I� ° I I - SIEVE) o 4 it II I II I \:1 Al AI _ • M ,� SiRUCruRat a ° • i i 1 - .e.1 (IM P ROT 1L. - -1N11--j- 11 ° 4 -II- - I a ' z 6" CONCRETE F f0 FTG PER PLAN ��NE a a Co . R - - - D ° -III- _ 12,320 9'cIPP: ° I I- -III FACE F CONCRETE - II ° ° ° a 4 ° _ ° STEMWALL I I I I v� • • FACE OF CONCRETE - EQUAL TO FACE OF - P' , ��st � d.. �� °� ;. .���, 6:-/-i. ��;,, EQUAL TO FACE OF STUDS ABOVE ►' D III 3► . ..; .., i #4 BAR AS NOTED j / • / ° '� RIGID R-15 I a _ is cfl ABOVE OREGON STUDS ABOVE �- CONCRETE STEM WALL .D 4 ° ►� INSULATION � a � � Q- �- & FOOTING PER ° U \ \ \\; 1 #4 BAR CONT Y 15,'►9 a. TYP PARTY WALL SEE TYP PARTY WALL ° • o "' CENTER FOOTING BETWEEN /\//\/ /, AT BOTTOM 4V ,J° E REINFORCEMENT DETAIL A i D FIRM, UNDISTURBED- STEM WALL AS SHOWN, \/\\/�\/ REINFORCEMENT DETAIL FOR ° SOIL OR COMPACTED REFER TO FOUNDATION PLAN v °- /�� EXPIRES'12-31-2011 �. INFORMATION NOT SHOWN o • \ \ \ _ FIRM, UNDISTURBED /\/V V\/ o N STRUCTURAL FILL �, FOOTING SOIL OR COMPACTED \\ \\ \\ \� \/\/\//, \/\/\/\/\ FOOTING PER PLAN &SCHEDULE / / ,\ \ \ PER PLAN STRUCTURAL FILL / / /, ///// ,//,//,/ #4 STIRRUPS 18 O.C. / / \r� / &SCHEDULE SLABINSULATIONDETAILATPARTYWALL < 0 c7 PARTYWALLFOUNDATION © GARAGE FOOTING DETAIL TYPICALPORCHPERIMETER 6 c, 9 0 S6.0 SCALE: 1" = 1'-0" ° o S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = I-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 z z c) Q U o 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. 1 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ �- 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS TYP @ 1 %" CLR SIMPSON SSW SHEARWALLS. (2) @ SSW24 x 7 SHEARWALLS ,� • ° z z FINISHED •GRADE ° ° o a. I11 SLAB ON GRADE \ 4 O II AT GARAGE - • ° 0 4)\REFER TO PARTYWALL Il a � ° D • • CONCRETE STEM WALL. o IL FOUNDATION @ GARAGE II 1" CLR AIR SPACE . . °. • . a . a . . • ° ° SEE TYP STEM/FTG DETAIL FOR INFORMATION If INCLUDING SHEET -L-I- - I ° =III I ' REINFORCING DETAIL NOT SHOWN II ROCK CONTRACTOR - - - ,�, s LAB ON GRADE ENTRY II TO VERIFY JfU © SLAB ON GRADE 9 CONCRETE STEM WALL. SLAB ON GRADE \ ' - I! -3 SEE TYP STEM/FTG . D ° AT GARAGE -:%.h „ AT GARAGE N• ° #4 18 O.C. W/ 1 �"- '`'�"' @ a REINFORCING DETAIL `� ��. • / 4I ••.• •II 48" MAX o STD HOOK 1 .c76 . - . . . II ° I \ CONTRACTOR ° ,° c, • TOP REINFORCING 4 a . °. , ,,•o p D II TO VERIFY ° PER PLAN ° �� w W �W . N .- J . �' SLAB ON GRADE ° ' I III- ►' co III- - I ° #4 STIRRUPS #4 @ 18" 0.C. W/ - �4 o -III - AT GARAGE FTG PER PLAN -� ° a •° @ 18" 0.C. STD HOOK I 4 ► RIGID R-15 INSULATION z Ct I a a ki a �� .� _ ° S - a . •. .. • d�° a 4 TOP REINFORCING• 4 ° 4 -BOTTOM REINFORCING a . • . PER PLAN• . - • 1-- -I I ° PER PLAN ' a " a -III- / \ Q SEE TYP PARTY WALL - \/\/ FTG PER PLAN - , . ° a . 0 E REINFORCEMENT DETAIL FOR FIRM, UNDISTURBED / \ \\ a SOIL OR COMPACTED \/� ° a a° - #4 STIRRUPS INFORMATION NOT SHOWN ° ° 4 18" O.C. cv FOOTING PER PLAN &SCHEDULE �'� ® - Q @ 0 ° . STRUCTURAL FILL ` Q SHEET N0. u . i f ° cz .. / '//\r BOTTOM REINFORCING a //,//\X/\�/\� FIRM, UNDISTURBED /\\/�\ - PER PLAN m j\\\\\\�\ SOIL OR COMPACTED STRUCTURAL FILL FOOTING PER PLAN & SCHEDULE S6 . 0 E 10 PARTYWALL STEP FDN GARAGE 1 FOOTING DETAIL 12 INTERIOR F000TING DETAIL u; S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1 = 1 -0 S6.0 SCALE: 1 = V-0" JOB N0. CEN-090 NOTES: 1. MAINTAIN 3/8" MINIMUM EDGE DISTANCE FROM SHEATHING TO NAILS. 1. HEADER PER PLAN NOTE: 2. TOENAIL-(2) 16d TYP 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE 0 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 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2) 2x8 NAIL LAMINATED 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR C� 5. SILL SHOWN CUT AWAY TO HEADERS W SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE REFER TO SCHEDULE f PLANS CONTINUOUS WALL SHTG 6. KING STUD PER PLAN FROM DBL TOP 2x WALL FRAMING © PLATE TO RIM 16" O.C. 0 EDGE NAILING REQUIRED II II II ' © 7. TRIMMER. PLACE SHT'G JOINT BOTTOM Q SILL PLATE NAILING Ci) = P ALONG HOLDOWN POSTS - - - - 2x STUDS 8. CRIPPLE STUD PLATE OF WALL OR TOP PLATE 4-0 MINIMUM -J AND DOUBLE TOP PLATE 16" 9. (4) 16d/ / @ 16 OC ( ) 1 EACH END FLOOR SHEATHING PER SHEAR WALL SCHEDULE TYP O -- I A PER PLANS AND Q 16d 16" 16d 4" O.C. GENERAL NOTES F O.C. -TYP @ AT SPLICE SOLID BLOCKING ALONG 0 PANEL EDGES PER WALL SHT'G it w L SHEAR WALL SCHEDULE (2) 2x - 3 JOINT W/EDGE I v II�I II i [SILL Li AT NSUPTE EES \ F- A I, i 1 ©2x PT SIL PLTE II a \ w W/ANCHOR BOLTS SEE PLAN AND SHEARWALL II FOUNDATION 1%4"TS/LSL jl SCHEDULE Iv t It- t t t ‘ PI _ PER DETAIL : ' RIM JOIST U ii d h• H au : a :N ii. .B Q. a u H C•• a Ii •d •Q OR Zx4 RIBBON A g a d �i A. 0. e .d.. d AI air AS RIM M ' : )ltd.:° ° ,° +i 40/ 4 . a FLOOR TRUSS PER PLAN• d °e r d ° a , ° '. ° d: I-4 a ...- A: A , A 0°. • `° ' ' . d ...... d'. ... a. 4 °. . e ' a d 4. a .' . ,1 CONTINUOUS DOUBLE (f� 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 TOP PLATE SPLICE 2 TYPICAL STUD & SHEAR WALL ELEVATION 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER S7.0 SCALE: 1" = 1'-0" 6-005-01 S7.0 SCALE: NTS 6-038-01 S7.0 SCALE: NTS 6-013-01 S7.0 SCALE: 1" = 1'-0" 6-001-06 NOTES: NOTE: NOTE: ;. o 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, O CA U ` O1 N EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, M EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. :... p 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 -I L:. r cs HEADERS FLOOR SHEATHING PER PLANS AND PER PLANS AND z '., o \ GENERAL NOTES GENERAL NOTES =1 ". :. a o 2x WALL FRAMING © \ II CONTINUOUS WALL SHT'G 2x WALL FRAMING @ l� N 0 A � 16" O.C. WALL SHEATHING,AS RE 'D PER PLAN FROM DBL TOP 16" O.C. 8d @ 4" OC I Q p 8d 4" OC ' :: °1) 1 I @ PLATE TO RIM JOIST, DO NOT c C .,--� ' "' II 1 ,.(1:1 )11":11:111j SILL PLATE NAILING I PLACE SHT'G JOINT© BOTTOM SILL PLATE NAILING a FLOOR TRUSS - II PLATE OF WALL OR TOP PLATE I 1 /4 x 14 LSL GOOD FOR 380 PLF ;� FLOOR SHEATHING II CONTINUOUS DBL 1/ TS/LSL I FLOOR SHEATHING BLOCKING WIND LOAD ,. �, PER PLANS AND II RIM JOIST ALONG 1 PER PLANS AND ; .F; GENERAL NOTES Ii LENGTH OF OPENING. 1 GENERAL NOTES FLOOR TRUSS PER PLAN FLOOR TRUSS r °N i► i I ,� WALL HT ) % EXTEND 2-0 BEYOND SHT'G ROOF SHEATHING 2 x 6 CONTINUOUS PER PLAN M 1v1111! o 1 .. w II �n JOINT W/EDGE III STAIR OPENING EA. END ► _„ PER PLANS AND NAILER W/ 2 16d +' c, • NAILING EA SIDE AT i�l l= GENERAL NOTES EACH TRUSS - = N - --; .... �' �� Iii., WALL SHTG RIM (OR GABLE TRUSS) ` i -i" I o 2 tiii JOINT W/EDGE ONLY \ 8d © 6OC II III NAILING EA SIDE ■1 ya TS/LSL :. _RIM JOIST OR II ∎ ��GABLE TRUSS II � � �� •� ` 16) P R Of -11-411 I I: &xi MI -„::------ \ ,, ,....- 1N * II (2) 16d TOE- V' ,. I ,:_- 12,320 9 NAILS @ 6" OC +� � D II I 1"AIR GAP II SIMPSON LTP4 CLIP BLOCKING (ONE BAY) SIMPSON LTP4 CLIP � _ II I - FLOOR TRUSS ALONG SHEAR WALL ABOVE SHT'G. ALONG SHEAR WALL @ 48 OC W/ 10d NAILS CONTINUOUS DOUBLE I PER PLAN MAY FILL WITH 4" O.C. TO EACH BLOCKING � OREGON II TOP PLATE. DO NOT I 1 %4 x 14"TS/LSL BLOCKING ROOF SHEATHING TO © v ,i5 II SPLICE FOR 2'-0" CONTINUOUS DOUBLE J (ONE BAY) ©48" OC TRUSS OR RAFTER CONTINUE BELOW ALL SHTG CONTINUOUS DOUBLE MEMBER (AS SHOWN) �2 y 15,\ 4' II BEYOND STAIR TOP PLATE. SEE TOP J W/ 10d NAILS @ 4" OC SEE PLAN OVER-FRAMING EDGE NAILING TOP PLATE. SEE TOP 1 AIR GAP ABOVE N J. ONE jj PLATE SPLICE DETAIL. I TO EACH PLATE SPLICE DETAIL. SHT'G. MAY FILL WITH CONTINUOUS DOUBLE I OPENING FOR EA. END O E CH TOP PLATE. SEE TOP II I MEMBER(AS SHOWN) SHT'G EXPIRES 12-31-2011 PLATE SPLICE DETAIL. 2x WALL FRAMING @ II I WALL SHEATHING 2x WALL FRAMING 16" O.C. " \ i� 2x WALL FRAMING II SIMPSON A34 CLIP 16" @ EDGE NAILING I \ EA. BLOCK 16 O.C. 16" O.C. @ 2x WALL FRAMING @ Il WALL SHEATHING I [ 16" O.C. @ U = w N Q U C1 i PARTY WALL @ LOWER STAIRS FLOOR PERIMETER OVER-FRAMING DETAIL. INTERIOR SHEAR WALL INTERIOR SHEAR WALL o i 5 �:� 6 7 8 o ° Li, .,= _ SCALE: 1"" = 1'-0" 6-009-08 z Z 0 w S7.0 S7.0 SCALE: 1" - 1'-0" 6-002-06 S7.0 SCALE: 1 -1 -0 6-030-01 S7.0 SCALE: 1" - 1 -0 6-009-08 S7.0 -- cn w F- w �d = Q a o U a a • NOTES: p 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION I1 NOT SHOWN. IP OFFSET EA STRAP TO 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL ji ATTACH ON OPPOSITE SHT'G, WHICH HAS NOT BEEN SHOWN FOR CLARITY. II w I SIDES OF POST AS IIII SHOWN u) HOLDOWN POST II' 6X6 POST AT EACH PER SCHEDULE SILL PLATE NAILING I ll II END OF SHEAR SIMPSON STRAP BOTTOM PLATE I, WALL, SEE PLANS AND z z o �, POST OR DOUBLE STUDS SHEAR WALL SCHEDULE w 2x WALL FRAMING PER SCHEDULE, � AT EACH END OF SHEAR II ~ / / BEAM PER PLAN 16 OC I - - @ . FLOOR SHEATHING PLAN VIEW CENTER ON RIM -- WALL SEE PLANS AND TOP NAILING � 'm PER PLANS AND II JOIST � : w co (2) SIMPSON STRAPS WALL SHEATHING II 2x PLATE, SEE SCHED e SHEAR WALL SCHEDULE II PER SHEAR WALL GENERAL NOTES ¢ a ° co PER PLAN, (1) ON EA PER SHEARWALL II FOR SILL PLATE NAILING _ I Q a II = SCHEDULE SIDE OF BEAM PLANS&SCHEDULE I ►_===i-==u w I ! NOTCH SHT'G •6 8d 3 OC � I ' FOR STRAP ( ) @ ift.� t ° ° ° a ° ° ° ° ° ° ° RIM JOIST ° ° • ° ° ° ° ° ° ° ° • ° AT BLOCKING ONLY .° I .. i �� SIMPSON STRAP I ° vi I�'i iii ° . SEE SCHEDULE FLOOR SHEATHING \ CONTINUOUS DOUBLE I Iii_„ . -� •° SEE TOP >< /PER PLAN AND GENERAL .° DOUBLE TOP PLATE I NOTES ° / TOPPLATE. PLATE SPLICE DETAIL. v Q °' BEYOND STRAP �, o° I. a o_° c� I w o - F- I c� BEAM, SEE PLAN ! MATCH SIMPSON NOTE: O o I N I °m. '�, z r t N T 0 E PI d- ° AB VE I SEE TY CAL FRAMING TRAP FR M 0 m° S 0 SEE TYPICAL FRAMING S C R G 1' 9 ° - 9 I I •• • CENTER ON SIDE OF DETAILS FOR ADDITIONAL DETAILS FOR ADDITIONAL �, Ij ,...,...:y ° ,, 1'11 __ INFORMATION KING STUD NAIL °ae . °= BEAM & FILL ALL I INFORMATION -J I LAMINATE TO POST . °° NAIL HOLES W/SIZE ¢ • w• Q POST PER PLAN II �� ° D ! w 0 . I .. BOTTOM NAILING Q _ W/(2) 16d 12 OC `` or MATCH AND ALIGN W/ D 0 r W/SIMPSON ACE TYP. @ . . • e" OF NAIL CALLED OUT PER SHEAR WALL a g � • IN THE HOEDOWN w .• Cu; � II E STUDS OR POST ABOVE SIZE TO MATCH POST ° ° w ' AND BEAM, UNO. • ° • SCHEDULE m II SCHEDULE UNLESS OTHERWISE �- \ FLOOR TRUSS OR ' °m. NOTED, SEE PLANS AND `II SHEET NO. BLOCKING • co SEE SHEAR WALL SCHEDULE II MATCH AND ALIGN W/ WRAP STRAP FRAMING PLAN c� SIMPSON HOLDDOWN POST ABOVE UNLESS Q MATCH HOLDOWN POST II AROUND BEAM AS STRAP, SEE PLANS SIMPSON HOLDDOWN OTHERWISE NOTED, REQ'D, SECURE EA END OF FROM ABOVE &SHEAR WALL SCHED. STRAP, (1) ON EA SIDE, SEE PLANS AND BEAM WITH MATCHING BEAM PER PLAN SEE PLANS &SHEAR SHEAR WALL SCHEDULE 57. 0 „ SIMPSON STRAP WALL SCHED. E co 10 ( Ts\ SHEARWALL STRAP TO BEAM 12 SHEARWALL STRAP TO BEAM 13 HOLDDOWN STRAP DETAIL _ 14 3 S7.0 SCALE: 1" = 1'-0" 6-016-02 S7.0 SCALE: 1" = 1'-0" 6-017-01 S7.0 SCALE: NTS 6-017-08 S7.0 SCALE: 1" = 1'-0" 6-022-01 JOB N0. S7.0 SCALE: NTS 6-022-03 1 CEN-090 6, - NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC Cf) 2x4 FLAT (1) SIMPSON RBC 2x6 BLOCKING @ 32" OC CLIP EACH BAY. @ BRACE. FASTEN 8d @ 6" OC ►I NOT REQ'D @ SHT'G TO BLOCK TYPICAL, UNO EXTENT OF WALL LENGTH , 0 II SHTG PER ROOF SHEATHING PER - VENTED/SCREENED W/8d @ 4 O.C. SEE PLAN _JI SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. 8d @ 6" OC II SCHEDULE NOTES �� (2) 16d PER J 6" MAX FROM END I OF WALL, TYP, U.N.O. JIII „ Y _� VIX Y V < �' CONNECTION / / 8d NAILS @ 6 O.C. �� 1 X X �, �I " ,__ ROOF SHEATHING (EDGE NAILING) �� 2x8 BARGE (2) ROWS OF 16d NAILS w DBL STUDS EDGE NAILING AT SPACE PER EDGE NAILING - � 2x2 TRIM EA END UNO EACH SIDE OF RIDGE Z ® I IN SHEARWALL SCHEDULE ��'"1 SEE SHEARWALL 8d 6" OC UNO SEE 1 MIN.SCHEDULE r ♦ >�® SHEAR WALL SCHED @ @ PLYWOOD SHTG WITHIN 1 Q Ct . / FROM TRUSS OR NOTCH RAFTER OR �' � `� � � �` I SHEATHING PER I RAFTEI� EDGE MANUFACTURED TRUSS FOR ,,,„A /i►��„ PLAN &SCHEDULE MANUFACTURED 2x SOLID BLOCKING, 1- HOLDDOWN, TYP IN- EXTEND THRU �� I TRUSSES OR ROOF 2x4 OUTRIGGER I- I7.: TRUSS OR RAFTER VENTED BIRD BLOCKING I RAFTERS @ 24 O.C. U o PERPENDICULAR , ALLOWED A MIN. 2 x 6 BRACE 48 FIELD NAILIN PER OC G - rI WALL I @ F EVERY 3RD BAY -- - - - _ SIMPSON H2.5 CLIP . .I 1 �/ SHEAR WALL SCHEDULE I W/(4) 16d NAILS TO BLOCK , i .c, L .. I @EACH MEMBER, TYP fil SHEATHING PER SHEARWALL UNO ON FRAMING PLAN SIMPSON A35 CLIP EDGE NAILING I EDGE NAILING (f) PLAN &SCHEDULE SHT'G PER PLAN / I EACH BRACE AND SCHEDULE I (2) ROWS OF EDGE NAILING WALL SHEATHING CONTINUOUS DOUBLE PER SHEAR WALL SCHEDULE HOLDDOWN i CONTINUOUS DOUBLE TOP PLATE. SEE TOP I PER PL AN & TOP PLATE. SEE TOP PLATE SPLICE DETAIL. INTO HOEDOWN POST, TYPICAL I C SCHEDULE PLATE SPLICE DETAIL. I / /- CO 2x WALL FRAMING @ HOLDDOWN DETAIL HOLDDOWN DETAIL RIDGE DETAIL ROOF PERIMETER " o.C. TYP, U.N.o. ROOF DETAIL AT RAKE 15 117 18 1S7.1 SCALE: NTS 6-023-01 SCALE: NTS 6-023-01 S7.1 SCALE: 1" = 1'-0" 6-026-01 S7.1 SCALE: 1" = 1'-0" 6-027-02 SCALE: NTS 6-028-01 NOTES: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTES: NOTE: EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, . ... 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, f ° G NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, ...� �, .� 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING, AND CLIPS. O V ;.- N EDGE NAILING, SILL PLATE NAILING, AND CLIPS. a, > EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, �+ ..- a M 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 1 CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. p o INCLUDING SHEET 1" CLR AIR SPACE 1" CLR AIR SPACE 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS +, Cl) - ROCK CONTRACTOR INCLUDING SHEET . . : .. INCLUDING 4.� SHEET .. ~ INCLUDING SHEET ��� 1 CLR AIR SPACE r--� S C TO VERIFY o CONTRACTOR .. ROCK CO C 0 .. ROCK CONTRACTOR , WALL -- '� � WALL HT A REQ'D ROCK CONTRACTOR L SHT G,AS REQ'D INCLUDING SHEET o SHT'G, S Q WALL SHT'G,AS TO VERIFY TO VERIFY 2x WALL FRAMING TO VERIFY @ o E ROCK CONTRACTOR `� REQ'D N � I 16 O.C. , -4 ` :.... 2x WALL FRAMING / j WALL SHEATHING, AS REQ'D TO VERIFY ; @ 16" O.C. II SILL PLATE NAILING II SILL PLATE NAILING I 2x WALL FRAMING SILL PLATE NAILING II 2x WALL FRAMING jI SILL PLATE NAILING \ I 3 OC EDGE NAILING ::, i EDGE NAILING @ I CONTINUOUS 1 /4 II @ 16" O.C. jI EDGE NAILING �j .�� REFER TO DETAIL TS/LSL RIM JOIST I - DBL 13 T /L L I FLOOR SHEATHING v� �' FLOOR SHEATHING CONTINUOUS B / S S I FLOG S EATHING 4 �, FLOOR SHEATHING II FLOOR SHEATHING HIN 1 Y TS/LSL 00 S E T G 4 � I 20/S7.1 FOR STAIR ...., 1 /4 TS/LSL RIM JOIST ALONG I PER PLANS AND �' II PER LA AN PER PLANS AND CONTINUOUS . . E PLANS D RIM JOIST II PER PLANS AND II FRAMING THIS SIDE LENGTH OF OPENING. I GENERAL NOTES :... N GENERAL NOTES i GENERAL NOTES RIM JOIST o BLOCKING PER AI GENERAL NOTES i.�i� i►�i II „ , OF WALL . . aN I. 1. ,i 1,�1 EXTEND 2-0 BEYOND �I - �.I I► .r c/1 M DETAIL 6/S7.0 1 �- ►_�..I 1,C. �� _. II! STR OPENING EA. °'END 1 !II II -WA I ''I JOG TSBKING NAILING EIDE 1'iTT' BEUSSES - --� Wi @ 12! Mr& \ it STAGGERED P��I ��:� 0 ROF �- ►/ ►III M �jj REFER TO DETAIL I, , ��� �GINEF `fO li (2)2x BLOCKING AT TRUSSES; li pril (2) 16d TOE- / 12,320 1 ' ; :;G;: ::IL OCR D 6/S7.0 221S7.1 FOR STAIR 2 1/ x14 TS/LSL FLOOR TRUSS PER PLAN f��AILS n 6 OC( ) 4 1 @ II 2 1 x 14 TS/LSL BLOCKING BETWEEN/4 FRAMING THIS SIDE =�BLOCKING BETWEEN TRUSSES W/ 16d NAILS @ 12" O.C. FLOOR TRUSS FLOOR TRUSS ATRUSSES; c STAGGERED CONTNUOUS DOUBLE PER PLAN I @ 12" O.C. STAGGERED (2) 1%4 x 14 TS/LSL BLOCKING BETWEEN I TOP PLATE. DO NOT BLOCKS I SIMPSON LTP4 CLIP kfl OREGON „� _ FLOOR TRUSS PER PLAN ► I � 'Q' TRUSSES W/ 16d NAILS 12 O.0 ,� k y �9 a' PER SHEARWALL 1 S 5 �` STAGGERED I SPLICE FOR 2 0 II SIMPSON LTP4 CLIP �"C- �� EDGE NAILING I BEYOND STAIR II PER SHEARWALL SCHEDULE 4/ J. ENS II SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP I OPENING @ EA. END jI II SCHEDULE PER SHEARWALL PER SHEARWALL I EDGE NAILING EXPIRES!12-31-2011 2x WALL FRAMING @ II SCHEDULE 2x WALL FRAMING @ @ I � SCHEDULE 2x WALL FRAMING �► I - II 2x WALL FRAMING 16" O.C. @ 16" O.C. 16" O.C. II WALL SHTG,AS REQ'D + I� 16" O.C. ___// 7 WALL SHT'G, AS REQ'D WALL SHT'G, AS REQ'D 1/ ¢ u o Q U CO N- 20 PARTYWALLFLOORDETAIL PARTYWALLFLOORDETAIL 23 PARTY WALL FLOOR DETAIL 20 21 22 24 PARTYWALLFLOORDETAIL a a SCALE: 1" = 1'-0" 6-003-05 = 57.1 SCALE: 1" = 1'-0" 6-003-05 SCALE: 1" = 1'-0" 6-003-05 Z Lu z S7.1 S7.1 SCALE: 1" - 11-0" 6-003-05 S7.1 S7.1 = w cii w z D D 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 "P 2x FRAMING ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG Ii @ 16" O.C. PER PLAN ROOF TRUSS W/ 16D I 2 x WALL FRAMING II 16" O.C. FLOOR SHT'G II NAILS @ 4" O.C. II (2) 10d NAILS ,. @ PER PLAN & II SILL PLATE & � 1 1 I- 1 I 1 1 I I 1 I 1 1 F 1 FLOOR SHT'G 1' 4" O.C. BLOCKING II �• • �� • . . . . . . . . . . . �I�11� I/ I @ GENERAL NOTES II NAILING PER PLAN -1 H ►- ►1 N N ►i ►� 11 ►1 11 N ►i r'; ►� Iv PER PLAN AND -Fr , FLOOR SHT'G �I STAGGER ROWS PER 6/57.0 II FLOOR SHT'G II o z GENERAL NOTES II _ PER PLAN AND jI 2x WALL FRAMING BEAM PER PLAN ,, PER PLAN & FLOOR TRUSSES II WALL SHT'G 10d COMMONS I GENERAL NOTES 16" O.C. GENERAL NOTES PER PLAN 4ii _ \ _ � � FLOOR TRUSS I @ 2 O.C. II @ j II O / PER PLAN ALONG TRUSS II II SILL PLATE „_I: BEAM PER PLAN w CONT HEADER, I FLOOR TRUSS WALL SHTG. DO =1I o ---- ----- SEE FRAMING PLAN ►� I PER PLAN -= - -- , I _ _ ROOF TRUSS II NOT PLACE JOINT ►t (III I WALL SHTG. DO��_EASIDE e TRANSFERING -__ Ml'- I I 1 LE: L 4x4 HIM II : fff - _ S��4Y2 I ( II a PAEL WIDTH I; PLAN ��. ...,, it I - rn Al �� SIMPSON LTP4 II ��_;. PER 6/S7.0 c"cam �; � N _ d' CLIP 10 O.C. o HOLDDOWN @ ,�� DBL TOP DBL TOP w HANGERS BY TRUSS MNF II A � � PLATE J� �� FLOOR TRUSS PLATE N SEE PLAN '' HEADER PER PLAN 4(N SILL PER BLOCKING 48" II (2) 10d NAILS _�- 0 I� (3) SIMPSON o @ I (NIA AT SIM) SHT'G JOINT PER PLAN ( ) z ct SCHEDULE „�,,, PER JOIST O.C. W/10d TOE-NAILS - HGA10 CLIPS CONT DBL (DO NOT PLACE I _� INTO TRUSS BOTTOM �� DBL TOP I (3) SIMPSON PER WALL " TOP PLATE II I LTP4 CLIPS ALONG HGA10 CLIPS CHORD II 10d COMMONS PLATE I THIS JOINT) PER WALL (6) @ 24"WALL w 1 ►� (3) SIMPSON '► BEAM PER PLAN �-- Q �a a u z to. < n. @ 2" O.C. i� II �� II II I SIMPSON Q FOUNDATION PER ` a� SHEAR WALL I (N/A AT SIM) HGA10 CLIPS I (6) @ 24"WALL II STRONG WALL ° S t PLAN 4 co s ' EDGE NAILING I II PER WALL li SIMPSON II NON BEARING WALL PER PLAN , N - ^ I '' WALL SHTG (2) @ 12"WALL I STRONG WALL II v PER PLAN SHEET NO o _ SIMPSON /I, (1)#4 MIN UNO I V cu SEE HOLDDOWN STRONG WALL I POST PER PLAN I SCHEDULE PER PLAN II S 70 1 FRONT GARAGE DETAIL 25 26 27 28 29 cil 1" _ = ,� 1" _ = ,_ ,� JOB NO. S7.1 SCALE: NTS 6-035-01 S7.1 SCALE: 1 - 1 0 S7.1 SCALE: 1" - 1 0 S7.1 SCALE: 1 - 11-0" S7.1 SCALE: 1" - 1 0 �, • EN- SIMPSON , ROOF TRUSSES BY OTHERS � BEAM PER PLAN NOTE: H2.5 EA TRUSS ,/ SHT'G TO EXTEND TO NOTE: NOTE: /�� DBL PLATE AT END WALLS 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. • EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. / Cn 8d 6" OC SIMPSON ■ 0 0 o'I r 1'-4" 4'-0" O.C. MAX A35 @ 6x6 2x BLOCKING SHAPED SEE RAIL DETAIL y/ POST G S BL OCKING W/ 2x6 FLAT w DRAG TRUSS BY OTHERS TO FOR CONNECTIONS . SIMPSON ST22 (2) 16d ©4" OC ALIGN W/ INSIDE FACE OF PARTY Y ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN-PLANE \ I Y WIN WALL T WRAP �� 8d NAILS 6" O.C. LATERAL FORCE TRANSFER FROM L AMEN:inr- G O SHEAR WALL SHEATHING , , S A H G I DBL TOP AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO TYP ALONG DRAG TOP CHORD TO BOTTOM CHARD oo > MII CIZEMMIT :E PLATE Y BOTTOM OF BEAM II TRUSSES 4x4 POST @ \ CO POST BEYOND II _ 4 0 O.C. MAX 4x4 POST Y 1 SIMPSON M R _:_. =. „ S P N B SO C 3/4 O .II �I� itroi 111 &WITHIN 16 OF BELOW —� Y CLIP EACH BAY. �.-(1il_ `�, y A EA CORNER OF _ 2x6 V TYP SHT G AT NOT REQ D @VENTED i Mk_ MNF TRUSSES DECK& FACE OF `r BELOW T WINGWALLS TO Y�•--- 2x6 W/SDS%4'x 3" BLOCKING. ° --II BY OTHERS HOUSE 0 b BE ONE COMPLETE Y SCREWS @ 6" O.C. 2x SOLID BLOCKING ��/ I SIMPSON A35 CLIP, w 2 SOLID PIECE TO 6x6 POST VENTED BIRD �-- I BLOCKING SUBSTITUTE FOR LTP4 `�' Y � @ 48 O. . � �� BEYOND BLOCKING ALLOWED � I A T P F CLIP PER SHEAR WALL \ PLAN VIEW � T Q 0 2x WALL FRAMING A MIN. OF EVERY I PLANS&SCHEDULE ® @ 26 SHEARWALL EDGE A L x FLAT PT W/(2) SIMPSON . SHE WALL E GE � W L i� O Q @ 16 O.C. Y C: Lill 3RD BAY I NAILING BEYOND SDS DIA x 3" LONG EA E ( Ya 0 G END i DB Y 8d @ 6" OC �!-� ♦ OR 2x8 BLOCK'G 4x4 POST & @ EA POST, � w ri0 (2) 2x8 JOIST I 1.Ill_ BELOW # 10 x 3" LONG WOOD SCREWS FULL HEIGHT 6x6 POST �.�,� �� _ z Y � ' - 12 O.C. IN BETWEEN EA EN FWIN N D 0 DOW SEAT � @ I 16d 6 O.C.B TT M @ U O O � LUS26 TYP`.. W/SIMPSON A35 CLIP r II 2x8 DECK JOIST Y ��> 2x4 CONTINUOUS - CI') PLATE � TOP I . �� ' @ 16 O.C. \f s Y I NAILER I EDGE NAIL PER r'I _ '�z rek13.°M.���,������ �� EA S I D E 0 F POST _ _ _ , II SHEAR WALL -4x6 N N ►�BEAM 7. ,� I ROOF TRUSS U ��.';%a•o SCHEDULE �`ir 4x4 POST 2x6 16 O.C. TYP S @ I II @ w , � I 1 CLR AIR SPACE CJ� 4 I SIMPSON H2.5 II WALL SHEATHING AS REQ'D N 0 O.C. MAX \ INCLUDING SHEET (2) SIMPSON „ I EA RAFTER, TYP II PER SHEAR WALL PLAN N &W/IN 16 OF ROCK CONTRACTOR SDSYa x 3 r I EA CORNER& HT T EXTEND I S G O END 2x WALL TO VERIFY ,, , WOOD SCREWS TO BOTTOM OF 4x6 SHEATHING II I� 2x6 WALL STUD FACE OF HOUSE (2) SIMPSON HDU4 W/ SIMPSON A35 F S S SO FROM BLOCK'G FRAMING .,, ( ) AT EACH POST AT END WALL PER SHEAR WALL II II © 1E� O.C., TYP 5 „ 2x8 DECK JOIST NOT REQ'D /8 DIA. THREADED ROD , 1I-0" ALIGN 4x6 W/6x6 POST SCHEDULE II © 16" O.C. I WHEN(2) SIMPSON HD2A ATTACHED MAX EA END W/SIMPSON HUC46 OR HEADER �/J EACH END TO 2x8 JOIST 30 KITCHEN BAY WINDOW 31 ROOF PERIMETER 32 PARTY WALL @ ROOF 33 POST BASE CONNECTIOIN 34 TOP RAIL CONNECTION S7.2 SCALE: 1" = 1'-0" S7.2 SCALE: 1" = 1'-0" 6-034-08 S7.2 SCALE: 1" = 1'-0" 6-031-07 S7.2 SCALE: 1" = 1'-0" 6-045-02 S7.2 SCALE: 1" = 1'-0" 6-046-01 NOTE: NOTE: NOTE: NOTE: 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS 1. SEE SHEARWALL PLAN AND 8d ©2" OC II 1 FOR SEE PARTY WALL SCHEDULE FO ALL SHEATHING LL DETAILS FOR ALL CALLOUTS NOT SHOWN 1. OVER-FRAMING NOT SHOWN FOR CLARITY. SEE OVER-FRAMING DETAIL NAILED AS PER ALTERNATE NAILING DETAIL. II FASTEN BLOCKING ��� `� '� EDGE NAILING AND SILL O U RN FOR ALL OVER FRAMING REQUIREMENTS BY PLANS. I N I W/(6) 16d EA. BLOCK � •� .---. 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, { ) OC � � �, PLATE E NAILING. : ch o 2. SEE DETAIL 32/S7.2 FOR ALL CALLOUTS NOT SHOWN EDGE NAILING SILL PLATE NAILING AND CLIPS. II - ' 0 MCI II .. SHEAR WALL SHEATHING 0� 3. ALL DECK MEMBERS SHALL BE PT AND DECK HARDWARE I� �> ---- :-: g g II t, ` „ „ '`j` SHALL BE HOT-DIP GALVANIZED. C E ��j����' MUST EXTEND DOWN TO �y� o II �I' Li III .. BOTTOM WALL PLATE, TYP ,,, a o II 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN 2x6 BLOCKING I' �� o I~ Ii C[� CONTINUOUS WALL SHTG ALONG TRUSS I �� (2) 8d @ 4" OC 1 .._ .. .. .. 2x WALL FRAMING �. i PER PLAN FROM DBL TOP I 0 0 1 BLOCKING I ♦ � C� ® •� PLATE TO RIM JOIST DO NOT I 16 O.C. �` ROOF SHEATHING 4 �P PLACE SHTG JOINT BOTTOM II PER PLANS AND ,. � 461 Att @ SILL PLATE NAILING ::,-- S G PLATE OF WALL OR TOP PLATE II GENERAL NOTES ��/ FLOOR HT ^� - � -�cn L ��II 00 S G I j-____ � `I II FLOOR SHEATHING PER PLAN AND !, ill I II PER PLANS AND GENERAL NOTES - .. °.N � M .'. GENERAL NOTES ,-- - w ,�, sin r ►C 1►� II FLOOR TRUSS �' I 2x6 FLAT DECKING W/ 6 III (2) 16d NAILS EA MEMBER � ►— PER PLAN ° 0 INTO EA JOIST �,V I II I I c9 7,:MI I 7. . -- ���► fir!►—��+► /r► Sri► ��!_!111 I 11\:i ==JI" MAXCONTRACTOR � -j SIMPSON LTT19 W/5/8"O I► I x 6 LAG SCREW INTO FLOOR JOIST OR V' OIJI -� Il � k Cj sr_r I 1 >G- I BLOCKING OR RIM JOIST I BLOCKING PER PLAN I U OREGON Y '1 � 15 2x8 DECK JOISTS © 16 O.C. I CONTINUOUS DOUBLE '�,� I CRIPPLE WALL BETWEEN TRUSSES �"C- �C� TOP PLATE. SIMPSON N J, 111 I SIMPSON LUS26 (3)2x6 STUDS EVENLY SPACED E LTP4 PER � 2x WALL FRAMING @ W/7/16 APA RATED SHT G - 2x8 LEDGER W/(2) SIMPSON SCHEDULE EXPIRES'12-31 2011 W/2x6 TOP AND BOTTOM PLATES „ 16 O.C. ALONG ENTIRE / 0 x 4/ SDS SCREWS 12" 4 2 I @ O.C. INTO RIM FRONT ENTRY \ I JOIST I CONT DBL TOP PLATE Q uj o PARTYWALLFLOORDETAIL PARTYWALL@ROOF � WALL SHTG � 35 36 C8) o o w .. w S7 2 SCALE: 1" = 1'-0" 6-003-05 S7.2 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" cz� Z 0 w 37 DECK CONNECTION _ w ,_ 0 a U S7.2 SCALE: 1" = 1'-0" 6-047-01 co z z O F- 0_ E O U co w co 4 c -a-i w 0 w W N M 0 N Ct d- U, o_ w V I- 0 E N To o SHEET NO. TO- Ico 1 --c---, cn JOB NO. CEN-090