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Plans (53) 13 - , , - ST2012 00074 MST2O12OOO75 MS 2012 00076 M ST2012 00077 RECEIVED APR 1 1 201Z CITY OF TIGARD BUILDING DIVISION St BUILDING SQUARE FOOTAGE: BUILDING 01 SHEET INDEX: S ummer Creek FIRST FLOOR 204 SF BUILDING SHEETS: a +� (��• I SECOND FLOOR 2204 SF 07.00 COVER SHEET • t•`I ^' m� THIRD FLOOR _ 2610 SF 07.10 FOUNDATION/ SLAB PLAN (n L� TOTAL HEATED 5438 Sr 01.20 FIRST FLOOR PLAN • 1� ti 01 Townhomes 07.21 THIRD FLOOR FLOOR PLAN �' ' GARAGE 2221 SF 07.22 THIRD FLOOR PLAN - - • t°•••( �' . PORCH 101 SF 01.30 ROOF PLAN ^ TOTAL AREA UNDER ROOF 7/66 SF 01.40 FRONT ELEVATION j J 01.41 REAR ELEVATION vvv 01.42 SIDE ELEVATIONS oO N ABBREVIATIONS: SYMBOL LEGEND: O1.s BUILDING SECTIONS - UNIT A + 'ti 07.52 BUILDING SECTIONS - UNIT B a,: ADJ. ADJUSTABLE DW. DISHWASHER HR. HOUR REF. REFERENCE DETAIL REFERENCE: POOR TAG: UNIT A: 07.53 BUILDING SECTIONS - UNIT G _ _ "'P H A/C AIR CONDITIONING DWR DRAWER HIV. HYDRANT REINF. REINFORCE (D) (ING) JO65 FIRST FLOOR 60 sr 01.54 BUILDING SECTIONS - UNIT A + � ALT. ALTERNATE DWG. DRAWING IN. INCH R.A. RETURN AIR q DETAIL NUMBER ' HDR. 6 T-10" A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE (ED) (ING) R45 ROD AND SHELF DI SECOND FLOOR _ 105 SF - UNIT A - MIRROR: SHEET NUMBER SIZE: FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR 617 Sf A3-1.1 UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - FRONT LOAD GARAGE O C!) O ABV. ABOVE N. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOORS ONLY - - SECOND FLOOR - A,F,F. ABOVE FINISHED FLOOR D5. DOWNSPOUT INT. INTERIOR R.O. ROUGH OPENING TOTAL HEATED 460 SF A3-2.1 UNIT A - SECOND AND THIRD TLOOR PLAN - CND UNIT L ARCH. ARCHITECTURAL ELEC. ELECTRICAL KIT. KITCHEN SCH. SCHEDULE BUILDING SECTION WINDOW TAG: A-3.0 UNIT A - INTERIOR ELEVATIONS AUTO. AUTOMATIC EA. EACH LAM. LAMINATE SHT. SHEET REFERENCE: 3060 SH GARAGE _ 620 5F A3-4.I UNIT A - ELECTRICAL PLAN - END UNIT - FRONT LOAD GARAGE `""I HDR ® T-1O" ASpH. ASPHALT O. EQUAL LAV. LAVATORY 51M. SIMILAR PORCH 55 SF UNIT B: BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY S.G. SOLID CORE SECTION I SIZE: FT. IN. WIDTH T. IN. HEIGHT TOTAL AREA UNDER ROOF 2113 SF BI-1.1 UNIT B - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - FRONT LOAD GARAGE ERG. BEARING EXH. EXHAUST LVR. LOUVER SGL. SINGLE SHEET NUMBER HEADER HEIGHT 31-2.1 UNIT B - SECOND AND THIRD FLOOR PLAN - INTERIOR UNIT ^� BET. BETWEEN EXIST. EXISTING LTG. LIGHTING SPEC. SPECIFICATION 5-5.0 UNIT B - INTERIOR ELEVATIONS - , B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT SQ. SQUARE REVISION OPENING TAG: J ELK, BLOCK FIN. FINISH M.B. MACHINE BOLT 57D. STANDARD REFERENCE: "NIT B. 3I-4.1 UNIT B - ELECTRICAL PLAN - INTERIOR UNIT - FRONT LOAD GARAGE _ • 3010 G.O. UNIT G, Ire BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL. STEEL FIRST FLOOR 46 SF BD. BOARD F.D. FLOOR DRAIN MAS. MASONRY FOR,. STORAGE A SECOND FLOOR 643 SF GI-1.1 UNIT G - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - INTERIOR UNIT - FRONT LOAD GARAGE - ` SIZE: FT. IN, WIDTH FT. IN, HEIGHT I SOT. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING STRUCT. STRUCTURAL THIRD FLOOR 643 SF GI-2.1 UNIT G - SECOND AND THIRD FLOOR PLAN - INTERIOR UNIT BLDG. BUILDING FLUOR. FLUORESCENT MAIL, MATERIAL SIM, SIMILAR TOTAL HEATED 1332 SF G-3.0 UNIT G - INTERIOR ELEVATIONS CAB. CABINET FT. FOOT MAX. MAXIMUM SYS. SYSTEM CONSTRUCTION INTERIOR ELEVATION 0-4.1 UNIT G - ELECTRICAL PLAN - INTERIOR UNIT - FRONT LOAD GARAGE OPT, CARPET FTG. FOOTING MECH. MECHANIC (AL) 5HT6. SHEATING START POINT: REFERENCE: GARAGE 501 SF UNIT A: GLG. CEILING FND. FOUNDATION MED. MEDIUM TEL. TELEPHONE A5-1.I UNIT A - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - FRONT LOAD GARAGE GLG. HT. CEILING HEIGHT FURR. FURRED (ING) MEMB. MEMBRANE T.V. TELEVISION START PO NT" PORCH OTAL AREA UNDER ROOF 858 SP A3-2.1 UNIT A - SECOND AND THIRD FLOOR PLAN - END UNIT GEM. CEMENT FUT. FUTURE MTL. METAL TEMP. TEMPERED WP,ip GTR. CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD A-3.0 UNIT A - INTERIOR ELEVATIONS G.T. CERAMIC. TILE F.A.U. FORGED AIR UNIT MISC. MISCELLANEOUS T4G TONGUE AND GROOVE ELEVATION # / SHEET # AS-4.I UNIT A ELEGTRIGAL PLAN END UNIT - FRONT LOAD GARAGE OLR. CLEAR(ANCE) F.0.5. FACE OF STUD MIN. MINIMUM HP LINE TEMPERATURE AND PRESSURE LINE UN I T C. : DETAILS: CLO. CLOSET F.6. FINISH GRADE MUD. MOLDING 7.0.5. TOP OF SLAB - ----- -- -_ - - - AD.I ARCHITECTURAL DETAILS ( (OZ%ek ) '$ COL. COLUMN F.S. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE FIRST FLOOR 55 SF AD.2 ARCHITECTURAL DETAILS °�j'-2e3 i2.--©61 Mr GONG. CONCRETE (GAST-IN-PLAGE) F.J. FLOOR JOIST OFF. OFFICE TYP. TYPICAL GRAPHIC LEGEND: SECOND FLOOR 515 SF AD.3 ARCHITECTURAL DETAILS l COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM THIRD FLOOR 575 SF Lot-76 �t "� CONCRETE STUCCO OR SAND AD.4 ARCHITECTURAL DETAILS M OF GARD GMU CONCRETE MASONRY UNIT GALV. GALVANIZED O.H.G, OVER HEAD CABINET TPL. TOP PLATE TOTAL HEATED 1156 SF GONST. CONSTRUCTION G.G. GENERAL CONTRACTOR O.H.D. OVER HEAD DOOR U.N.O. UNLESS NOTED OTHERWISE 1 - (SECTIONS) (PLANS, ELEVATIONS) ADS ARCHITECTURAL DETAILS poi's- , , ! . . . ., •••1,%n . .!; °12'-O" N 1 - - N ,� _ . N 20 O 16 O 16 O 20 0 • , / / / / / Cn CJ' L\ 12'-62" 2'-10" 4'-12" 4'--12" 2'-10" 8'-62" 4'-°i2" 2'-10" 8'-62" 4'-°12" 2'-10" 12'-62" • !-'� 'Ti / / / / / / / ,' / / / / / � (�/—� 1 u 1 1 " 1 " 1 n " ' n ' 1 " " f� 10=O 21-6-2' 62 8°O 62 8=O 2 =62 10 -0 • / / / // / /y / / / / r \ ) IN. w --P N . o_____I i _.i, rimmel rzr t : is.... Ft cl...HL t GS T = OFT. P5 05 _ � r-1 OPT. OPT. OP „°J 9 GONG. P3.0 GONG. GONG. 9 GON . 9 cq PAP PAD PAD CO PAID cS� 2 ® ° 0 AP.2 � Pammi T Pnwl 7.0.F JAL T.O.F./1. 1001-0" 1001-0" r > ice+'' 8" 1q'°011 8" 151-4" 811 151-4" 8" 1 1'60" 8" / / / / / / / / / / ///// ///// ///// ///// ///// /////2 4 AP.I i— i^--i 41=0" 1'=82" 4'-0" 11-6" M� / .+' / -r / —.1 4 CI] 4'-I2" 4'=O" 4'-0" 4'=12" 1 1 o I ` .r A � .� A oo O O d d _ _ O c 1) ' 01 d I CO LL I LLI LIJ LLI CO li 4 4 4 4 ty iii -icv LtI -ICI la--I LlJ L6 I_ c o AP.I In ® In 0 PRODUC11ON MANAGER ln 'n Gary Culp i - , 1 \ RELEASE DATE: 12/23/10 REV # DATE /DESCRIPTION UNIT B&C REVISIONS / , 04/01/2011 0 w / , J /� a �� J - T.O.F.S. 7.0.F.5. T.O.F.S. T.O.F.S. - N 1001=0" 100'=0" \ 100'=OI' \ 1001=0" -I C\I Q O Pr% T.O.F.W. �t = T.O.F.W. z 100'-0" m O 100'=O" \ cn F. 1 w O 22" � 7.0.6.S. 221 � A X - 'r \ (1c11-4" ,,i, cn w X. O I 7.0.6.5. 1� -icy �` SEE / AS T.O.C�.S. AI ciq'=4" \cN 1 AP.' d- T.O.6.5. O = WP1.o° Giq'=411 7_ WPI.00� PA � 52.1 Q SEE /I T.O.F.W. ji O �L T.O.F.W. 1 SEE - " _ , c4c4'-2" 1 AP.I \ _o q�'-2" i PAC�E 52.1 i A PAGE 52.1 1 \ SEE 1 o - — I N cn O�` I PACE 52.1 5 I' 2211 m J o N -1 1 �-—— ` O` N N I T.O.F.W. 9 Z � • L PROJECT TYPE I \ �\ \ T.O.FJAL �� -2 MF A. Al El gq�c2�� 62 G I A2 G2 Al A2 a COMMUNITY NAME 01.51 0`1.51 0`1.52 0/.52 O1.53 WP100 0153 0-1.54 0-1.54 N N Summer Creek =42' q -51 82 10" 8'-5" '=42' 10" 81-S" 1 1n- 82� q�_S '-42' J Townhomes -I u_ / / / / / / / / / / / 0 LAWSON COMMUNITY ID I 1 1 1 1 1 - 111 1 1 1 1 1� 1 1 0000 1111-4" 8 =82 5=62 10'-52' 51-'=12 101-221 81-12 I I =4 / / / / / / / / / IJJ 2O'=O2" 161=0" 16'=0" 1°11-1121 / / / / / � Varies GARAGE HANDING Z `l2'=0" a / U 1N1 I T A 1st (LOT 2&) UN I T a (LOT 2-7) um I T G (LOT 2 8) UN I T A (LOT 2 c7t) / z SPECIFICATION LEVEL , n i „ 0 T.O. FOYER SLAB = 1001-0" T.O. FOYER SLA = 1001-0" T.O. FOYER SLAB = 1001-0" T.O. FOYER SLAB = 100 —0 0 0 Z (SEE SHEET A5-1.I FOR (SEE SHEET 51-1.1 FOR (SEE SHEET G1-1.1 FOR (SEE SHEET A5-1.1 FOR N PLAN NAME J AOO I TI OVAL INFO.) A00 I TI OVAL INFO.) A00I TI ONAL INFO.) A00I TI ONAL INFO.) N NPC PLAN NUMBER k-' 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 741101.0) NAT I 04 5 A S _ AN, SHEET 07.10 (c) Copyright Puite Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslo ►. Kevin / SLAB EDGE PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 07\BUILDING 07 COMPOSITE.DWG °12 =O ' dr_ O 1 O 20 -0 I -o 167,_01, 20-o • •v...4 til / / / _ / cf, d1 -r 0 r r 0 ri _L. r -0 r _l__ r p . . • r—.4 _.1 (Y, cu 1 Cillul Ci.3 0 Iti w cu o Tii 2 m O A17.2 0 c , 4-4 u u T'1 Cf) �1 t I I 4 A Le)) n D.4 (#ø_ lrsi Li.® ® e \I I ,... , , 0 I O O O :+- 4 AD.I I-- i O O _ 0 ® ° 0 0 r-- - r- [ -r--T-- 0 I I I O o I 1 , I _ O i 1 1 1 LhiJ ---1--1 -- -1.--------- PRODUCTION MANAGER � ` Gary Culp - 2 = �' RELEASE DATE: 12/23/10 ' -7-,.- REV �,DATE /DESCRIPTION AD.S u V� ° UNIT MC REVISIONS TYP. 1 ;I t J ii n 0 o F 0 W Z tV 1- I I Ace TYF. O A ii,,,,1, 1 V/ ID i i = y c) A Ed 0 1-- u AD.! j# o \ , —1- 1 , , , \ o ira 0 #s" it ii I CV _r 1 ..Te=_ y 1 OI I -U ■ Cl N - ` _ l I U1 -1 ) • a:� 1- Q M 1 1 \ 'd" - �.• U x ® 1 I �f \ 1 _ - N I\ • Cl • ■ t— -- — — '.. ."'♦ — O\ ♦ zo PROJECT TYPE • • MF cn 0 I °' COMMUNITY NAME A2 A BI 62 2 GI C2 I Al A2 N 07.51 07.51 AD.4 01.52 07.52 AD.4 07.53 07.5 7 AD.4 0 .54 0754 N summer Creek SIM. 51 Townhomes ! I i, ! I I I I I 0 LAWSON COMMUNITY ID �, � �' 0000 I II °4 81---7 " 2 2 5°6 10 °42 2 2 J°ei2 I -12 2 2 8 °12 I I °4 / - .' / / / a w 201°0 16'°0 161°0 20'°0�� w / / - -- _ -- / A (2(n GARAGE HANDING z Varies 12'-0"1 Q ce / UNIT 1� (LOT 2&) UNIT (�O T 2 ) UNIT G (LOT 2 8) Jt. UNIT A (LOT 2�) / Z 0 SPECIFICATION LEVEL 0 z. (See SHneT AS- I .I X014 (Sei= SHionT E51 -1 . 1 Oil (SEE SHEET GI -1 . 1 Oil (SEE SHEET AS- I .101 w PLAN NAME J AIiO I T 10NAL INFO.) Ater,I T I ONAL 1N10.) AOO I T I ONAL INFO.) AI::.O I T I ONAL INFO.) N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 -H-- I 5 I Q ® : AN SHEET 07.20 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Keen / 1ST FLOOR PLAN / F:\BSB REPLI_CA_TED\PULIE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PGRILAN.D)\BLOCK OUTBUILDING 07\BUILDING 07 COMPOSITE.DWG o 1 / �2'�O / o � N 201-0" lb' O 16 O 20 O ® . N Cr) c ri.ci w - - \ o L-. t r —r— fm. 1:::) tO o . t m f 0 't�,' I cp 1 d) P1 I AD.2 0 N o fiD2 Pal � ._ 1 1 H t _ _ -4 - . i I- ,_ _ ___, Ell a H___ _ __Ir.__ _ 1 1 1 r- ii I AD.2 ..I TYP. F i �' L Jj 1 1 1 1 , 1 •,_ -,1 ik\.. : . I .n i\, WII PrePrZiellr :1:4_: fiLw , 11 4 m.-_-_w 0 0 __ 1,, 1 AP -.‹ I ED H a-I _-11 o P11' o 0 r----LL1t GYP. T /Ir-Il lc) II I I 2 -� V 11 ■ E- AD.S 1 I 11 GYP. 1 1, 1 I 1 �✓ PR0DUC11ON MANAGER N/ Gary Culp D ° 1 RELEASE DATE: 12/23/10 1 °tom I A AD.5 1 1 1 �� REV f DATE /DESCRIPTION TYP. `- UNIT B&C REVISIONS _ 11 L 1 cn nr I -,r- 04/01/2011 • • 1 I- it u I AD.5 I 1 u 1 WI 1 1 I� _ TYP. _ l�, o a En . t tSl 0 Z N w 0 IF 1 I w 11 I1 I (V - - �y i �II 111 H czi) O I it) ° \ 1111 III II 4 ° \_ L , = M .J = I A in I \ - in I -" w A _ L _ J N N PROJECT TYPE J ! MF �® O J A2 A I E3 I E32 Alk An A I q2 a COMMUNITY NAME 01.51 07.51 07.52 01.52 07.55 07.55 07.54 + 0-1.54 N Summer creek Townhomes o LAWSON COMMUNITY ID 12'=0' �'�I 12" I �� 4'°I 12" 10'�I12" 2"��2" =1 ea 2II I -7'-112" 12'-0" 0000 / / / -s- / / 4 / a I c2 2O'-0" 16'-0" 16'°O" 2O'-0" w / / _ / / / GARAGE HANDING -721-0 Varies la / UNIT (�O T 2&) UNIT (LOT 2'7) UNIT G (LOT 2 8) UNIT A (LOT 2�) / Z SPECIFICATION LEVEL 0 0 z (SEE SHEET A5-2.I 01,1k (SEE S1-4EET 151 -2 .1 OfiI (SEE Si-+EET GI -2 .I FOR (SEE SHEET AS-2 .I O g, PLAN NAME J A1,17 I T I OVAL_ INFO.) I00 I T I ONAL INFO.) A1717 I T I ONAL. INFO.) Ar,17 I T I ONAL I NPO.) a N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 st-- c- oN I OCR PLAN SHEET 07.21 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslom. Kevin / 2ND FLOOR PLAN / F:\BSB REPLLCATED\PULTE PROJECTS\N3W10201—TCC3—SUMMER CREEK TOWNH9�ES (PORTLAND)\BLOCK OUTBUILDING 07\BUILDING 07 COMPOSITE.DWG N N•,_,® . N • r—iiir^ crle„N VJ • y � �cu ' 12) c.n 0 't 721-0" 4_ 4- 7°6'0 8 ` ' I e ( 161-0" J 20'-0" P., 201-0�1 i 16' 0" 7:i ® ® ® ;milli Un mg MIN IIIIIII MN UM r?' 1 O 0 )"..1 ,.`1.9 Pii-.1 I III II II III 1J J t �_ L \ r,....______)J--L________ __lip, .........__...._.._ ' I 1 i III 0 I. i el jA Er _LI 0 k) (--7 (-7 I \ 1 L�1 C i R I . ' C..1\IL,7_L\ co Llj (1 co J ----in _ Imo ill',/, ,,-E ,3 , 7-------1 1 , �I � � J 1 �i' 11 II [T1H II r II I I I::=: :F=__ II 11 II T AD.� ,I F1 =;c`I i' • I 2 �iii ._a & O O —.�J •mac �..� n i� 1 O_I ...' (- 4 4 ler ( ®o® u II TY�'.4 'I ;�0 n] 0 II II ?u AD.S 11_ 11 II II I _ _ Fr-)-� r TYi�. �_ - r 'l �—-III - n � ri ��� , 4 -ii II X-----')--- V oin G ,,) Z PRODUCTION MANAGER I ULi 1 -2- Gary Culp \/ rd k 0 I I U RELEASE DATE: 12/23/10 4 - 4 r. REV fi DATE /DESCRIPTION AD.3 A ., UNIT B&C REVISIONS COI' , A ,\ - TYP. U - 04/01/2011 a _ w J 1 1-, Iik 0 r.„A .2 F. \z w V(1 11 1 11 w 11,I fI I� I I 11 11` I 1 I I ' [ A 1 O 1- I I I I Cy II III III II-111 III III 11r— V II I IL � U I I U 0 � 0 w /� w ! \ Y I X CV N I' \ 9 \ \ `� PROJECT TYPE a \ � MF AI El E32 a COMMUNITY NAME GI �I �2 N 07 51 0,.31 07.52 07.32 0-.33 0 .33 0-1.34 0,.24 Summer Creek Town homes 0 LAWSON COMMUNITY ID 12'=0" -7'-11 " 2��2' 4'6112" 10'=112° 2" �2I 15'-1I 2'� 2" °1'6112" 121-O" 0000 ■, ,l, 4, ,, ,., 4" •, ., Q w 20'°0" I6'=0" 16'=0" 20'-0" N GARAGE HANDING / ` z Varies -12'-0" a UNIT AM (1_0T 2&) UNIT a (LOT 2-7) UNIT G (LOT 28) UNIT A (LOT 243i) ' z SPECIFICATION LEVEL 0 Z (See SHEET AS-2 .I O (See SHeeT 531 -2.I O (See SHEET GI -2 .I OR (See SHEET AB-2 .I 'Oil g) PLAN NAME J A17r:,ITI0N L IN. O.) riflITIONA1— IsWO.) Ar,r, 1710NAL INFO.) r7r:sITI011 1.. INFO.) N NPC PLAN NUMBER • z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 -----H . -- ® ® SHEET 0 7•2 2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / 3RD FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORILAND)\BLOCK OUT\BUILDING 07\BUILDING 07 COMPOSITE.DWG E 4- (t 4- D) 1 N Q .41),_, N , k • T-4 -ci v, II • 7-4 „_, (:::) crl 0 a I I o t raCj c' ,c)-(1) (79 41-0" 41-0 41-0" 41-0 41-0 41-0„ 1 MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM 4 / / / / / ® A / / ®A mme emu ;mai CI) Q RI 0 Pll'i rC)D P"i'l 0 0 0 0 r , 1 00 VENT e r r r rer ROOF VENT I 1 53 0 6" COLLARED I '" WP5.01 EXHAUST VENT 1 4" COLLARED FA-4'.' EXHAUST VENT I I I 41// I 6 UNIT A AD.2 ATTIG AREA: 104 SO. FT. VENTING RATIO: 1/500 0 O I ® i 11.9 I TOTAL NET FREE VENT AREA REOU I RED: 358 SO. IN. 9_1 HIGH VENTING*: 161 SQ. IN. MIN. TO 270 SQ. IN. MAX. I ROOF VENTS O O ( I I I (71'1:'.) W) O O LO VENTING: 68 SO. IN. MIN. O 62 *AT LEAST 50% AND NOT MORE THAN SO% OF THE TOTAL P5.00 REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. J RIDGE - - I RIDGE UNIT E O RIDGE I ATTIG AREA: 646 SQ. FT. i RIDGE VENTING RATIO: I/300 .I _ 0 TOTAL NET FREE w 1 VENT AREA REQU I RED: 510 SO. IN. 1----� O 1 I 4% I HIGH VENTING*: 155 SO. IN. MIN. TO = 0 I AD.2 V 248 S . IN. MAX. 1 w i i G 1-Li LOW VENTING: 62 SQ. IN. MIN. � 1 I 1 � ® B2 Gary PRODUCTION MANAGER ,til ,_ *AT LEAST 50% AND NOT MORE THAN SO% OF THE TOTAL kl ill ® l ) P, REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. RELEASE DATE: 12/23/10 1 1 REV# DATE /DESCRIPTION o i ^ UNIT B&C REVISIONS q) 1 U1•11 T G / \ 04/01/2011 I I i I I ATTIG AREA: 576 SQ. FT. a 'I, \\\\ 1 ( '1, — - VENTING RATIO: 1/300 / \L G4 ; i �� 0 TOTAL NET FREE Q VENT AREA REQUIRED: 276 SO. I Nus gm a: 12 o 8 . 12 fP5.01 I 8:12 0 8:12 �' • 1 z — Q SL®� SLOPE HIGH VENTING: 158 SO. IN. N. TO L A I""' 1 SLOPE SLOPE I 1 I G-1/ — 22 SO. 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Kevin /ROOF PLAN J F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 07\BUILDING 07 COMPOSITE.DWG 0 KEY NOTES — ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). O 1� 2. CORNER TRIM PER BUILDER. j N 3. LAP SIDING PER BUILDER. N 4. SHAKE SIDING PER BUILDER. Cn 5. BOARD AND BATTEN PER BUILDER. • f-°4 73 6. ROOFING MATERIAL PER BUILDER. 1. BRAGKET PER BUILDER. • S. 4x6 POST PER BUILDER. t q. YAIRAPPED POST PER BUILDER. 0 10. DECK RAILING PER BUILDER. "C$ 0 III P-1-1 ,,..-9 P-1 . j - .. . „At. > r-- lr- O I I I L\ CZ) rT ( I I 7:4 W HEAD JAME3 51 LL I a I HEAD JAMB SILL I 1=4 f.___: AD.2 LI A2 B2 IA Al BI AI gai 52 0 P4.0- P4.0- P4.0- 1 (TYP) P4.0- P4.0_ P4.0_ WPs.OI P5.O._ • T� I2 ` 12 12 +il m1 12 12 111111111111I AA IM , i11i;1i 1 11 Ili , ih kli 8 / 8 / I � g \, g PRODUCTION MANAGER 6 6 \ Gary Culp 1 4 � 1 6 ` RELEASE DATE: 1223/10 ♦ FLOOR 5 PLATE HT. _ _ _ _ REV i DATE /DESCRIPTION UNIT B&C REVISIONS l'ir il illiMiliElial WINDOW HEADER HT. _ _ _ _ ■ •�•�•�•� � �' I 1 ■ �■ / I� I n 11 I 6 TRIM Q 1 6" TRIM o 1 , ,1= 4" TRIM I , cv MA 0 II i 1 IIIWE 1 , ,, MN miummi I ■I J L� -. A 0 1 •♦ • FLOOR I i i � I r m� F.F.� - - �; - � 1 � "-,I' ■■ ', - I -I a■''- � ■ 1■■ • i ■■■ 1 ■■ ■• ■■■ 1 ■■1 � �. — 6" TRIM I DI i I FLOOR 2 PLATE HT. 1 I _� I I 1' _ _ LuujiLn u ______,11 . W►NOON HEADER HT. IIRIr— , 1 la NMI II •,- -" - I Ailt -- , , , .. ,„„...., . 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UN I T E3 (L-OT 21) UN I T G (L.O T 2�) UN I T A (1.-OT 2 1 LEGACY PLAN NUMBER /NAME T.O. FOYER SLA5 = 1 001-011 T.O. COYER SLAB _ 1001-011 T.O. FOYER :l LAS = 1 001-011 T.O. FOYER SLAB = 1001-0"/ 0 0 0 0 S.J I I Cs ® I I - E \i/Ifl2N'yST I ON SHEET 07.40 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11- / Ranslow. Kevin / FROM ELEVATION / F:\BBB REPLICATED\PUJJF PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORILAND)\BLOCK OUT\BUJLDING 07\BUILDING 07 COMPOSITE.DWG LI KEY NOTES - ELEVATIONS: I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). O 1 � 2. CORNER TRIM PER BUILDER. N ® N N 3. LAP SIDING PER BUILDER. • r--.1 4. SHAKE SIDING PER BUILDER. 5. BOARD AND BATTEN PER BUILDER. • r-� v) 6. ROOFING MATERIAL PER BUILDER. 1. BRAGKET PER BUILDER. • S. 4x6 POST PER BUILDER. w 0 q. ViRAPPED POST PER BUILDER. cu 10. DECK RAILING PER BUILDER. rid 8 t rri cZ a� ,.....1 pp ® 0 0 ' 23 i O I 1 1 ,E. , I L I V w I I ,__„ I I I ..,..: 1_4 I : _T_. pc) HEAD JAMS SILL Ak PRODUCTION MANAGER WP5.01 -- • -4 • -- • Gary Culp RELEASE DATE: 12/23/10 FLOORS PLATE HT. — — — — — — — — — — — — V RE # • DATE DESCRIPTION WINDOW HEADER HT. 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REV i DATE /DESCRIPTION A UNIT B&C REVISIONS FLOORS PLATE HT. - N 04/01/2011• WINDOW HEADER HT. - - - - - - - - - - - - - - - - J U c., ,/_\ 5! 0 UM O if LL. 1 _ O 3 - W L 1 w ._ ,_ ♦ FLOOR F.F. w A w� �� 11-1g, 0 mil ♦ ci I - X II- - I ♦ FLOOR 2 PLATE HT. - - � n- - alit I - - WINDOW HEADER HT. -ss P5.0 P5.05 I I - 4 _ 1p. PI T A to in x -ice - - - - - z PROJECT TYPE ---- -------- i- ° - -- - - - o °- COMMUNITY NAME — w_ __ - _ _ - _ - . Summer Creek Townhomes ♦ ♦ FLOOR ffTEHTj _ _ _ _ _ - _- - _ N COMMUID 0000. J- - - - - - - - - - - - - - - - - - - - ce WNOW HEAER HT. - - �•- -• I - = GARAGE HANDING - - -- - - - - - - - - — ----- - - - - z arses 8 SPECIFICATION LEVEL ° O 6" TRIM - i 0 0 --------- -- N PLAN NAME w IL_` ---- - - NPC PLAN NUMBER FLOOR I T.O.F.S. _ -L - - - - _ . - - - - - - - - - - - - - - - - - - - i WI - - o I I �� z LAWSON PLAN ID 0000 I AI AS LEOPO0/NAME 0 P3.03 WP3.01 WPI.00 UNIT AM (LOT 26,) T.O. COYER SLAB = 1001-0" SHEET = JI I : I 0 I h 1 T I I - I VATIO \s. ( 07,42 c) Copyright Pulte Home Corporation - 2009 PIOTTFf Mar. V. 11 / Ranslow. Kevin / SIDE ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 07\BUILDING 07 COMPOSITE.DWG D KEY NOTES — SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. o 1 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. N ® N 3. GIRDER TRUSS. E� 12 12 I 4. R-4q INSULATION IN CEILING. (f) CfT — 5. I—JOISTS PER MANUFAGTURER'S • 1r� V1 6 6 2 SPECIFICATIONS. 6. R-30 INSULATION IN FLOOR. • ! �_-li n/, ROOF TRUSSES 4 4 a) h-°i SPACING PER 7. 2x4 STUD WALL. w MANUFACTURERS ■ �'ip- 3 S. 2x6 STUD WALL. a) 0 LAYOUT q. R-2I INSULATION IN WALLS. O FLOORS ���Vet. gff I FLOOR 3 V a K Ct E 54'-O ' 2'-O �-' (� 1 � ,-� B1� OOM 2 BATS O . BTU-- O 'N 'S �U I T -�� o 4 N 0 Pm( T P-- 7 8 . 5 ! !FLOOR 3 F.F. FLOOR 5 F.F. --'.. -. - .; - - - - - - - - (17id'\ TM- ...T. / " FLOOR 2 _ :�: ►:f FLOOR 2 N ■ K cif -id a G4 P4.0- • .� i S; Q 6 FLOOR 2 F.F. 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J $ � 1311.1.1"111117.141."1"trilt \\ I - - - - m�\ N COMMUNITY NAME FLOOR I 11 -t_714.,at.v.. FLOOR - Summer Creek P E Si Townhomes AI ' o LAWSON COMMUNITY ID P5.05 341-0' 2'- E 4'-0" 0000 z -IdJ I C7�t '� O Y 1='0 RC, i N ix ti - C9 E Z Varies Q •: : 0 AS Z SPECIFICATION LEVEL wP1.00 � E 0 FLOOR I T.O.F.S. - , #• — - FLOOR I T.O.F.S. \ o I w PLAN NAME 1 : A2 a i �'`� wPl.00 N NPC PLAN NUMBER ••---• I I z LAWSON PLAN ID % •� 0000 ( j:: BU I LI7 11�G CJGT I O1� LEGACY PLAN NUMBER /NAME J 5I J N I /\ ' ( QT .2 � 000 00 SHEET 07.51 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 3Q 11 / Ran t, Kevin / BUILDING SECTIONS — UNIT A / F:\SB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 07\BUILDING 07 COMPOSITE.DWG 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPEGIFIGATIONS. o 1 2. MANUFACTURED ROOF TRUSSES 0 24" O.G.. N � ® N 3. GIRDER TRUSS. • f-°4 I 4. R-41 INSULATION IN GEILING. C/ cn 12 12 5. 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I ,/ FLOOR T.o.F.5. -. • - - - - - 1 I FLOOR -.o. ♦ Z I — ♦ I I N PLAN NAME 1 i I I A2 • ♦ AD.5 wP1.00 NPC PLAN NUMBER ■......- • s. .# z LAWSON PLAN ID �3uiLr;IN SECTION _ 0000 �I LEGACY PLAN NUMBER /NAME SJ I ___,____ I \k,r. 5 Ce ' I ONS = JN I T ( C' T ) 0000 SHEET 07.52 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT B / E:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 07\BUILD]NG 07 COMPOSLTE:DWG 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. o 1 2. MANUFACTURED ROOF TRUSSES a 24" O.G.. - N O ..� N 3. GIRDER TRUSS. • r•{ E 4. R-4q INSULATION IN CEILING. C/ "II 12 12 5. I-JOISTS PER MANUFACTURER'S • 73 v) 6 j \ 6 SPECIFICATIONS. > . .- S. R. INSULATION IN FLOOR. • v ROOF TRUSSES $ _ 4 SPACING PER 1. 2x4 STUD WALL. �+ MANUFACTURERS 8. 2x6 STUD WALL. CZ cn 0 LAYOUT q. R-2I INSULATION IN WALLS. 00 FLOOR 5 4� *7 14%* FLOOR 5 T. 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'• ' 1• ; ,� FLOOR I T.O.F.S. - - - - - - - - - -- •- - - - - - - - — — — — - - - —� — — I ♦ . r � PLAN NAME 1 1 .--rte 1 J 1 Alk I 1 • A2 N NPC PLAN NUMBER AD5 I I WP1.00 1 ft.... s∎ •♦ z LAWSON PLAN ID 0 5U I LT,I NO SECTION 0000 LEGACY PLAN NUMBER I NAME 0000 gi 1 N S - - TONS = - ( T : SHEET 07.53 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT C / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 07\BUILDING 07 COMPOSITE.DWG 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. o ^1 2. MANUFACTURED ROOF TRUSSES ® 24" O.C.. ` `� O -� N 3. GIRDER TRUSS. • E 12 12 4. R-41 INSULATION IN CEILING. C/ cn 5. I--.1015T5 PER MANUFACTURER'S • r-.1 6 6 2 SPECIFICATIONS. 6. R-30 INSULATION IN FLOOR. • 1� h\-1 ROOF TRUSSES I. 2x4 STUD WALL. � ^ SPACING PER — MANUFAGTURERS ` S. 2x6 STUD WALL. r:::) cn 0 LAYOUT �I 1. R-21 INSULATION IN WALLS. 00 +N FLOOR 3 ��� . etal ; - FLOOR 5 (7; Kg ci I -, 541-0 ' 21_4,0 , wilj r i s OOM 2 S 2 ATE-4 d0P . 5AT 0 1■1 R'S SU I T —I, ® o N 0 171 8 r--a q ■ 5 : FLOOR 5 F.F. _ _ _ 3 - - - - - - - FLOOR 3 F.F. FLOOR 2 �', • . FLOOD 2 m� ,� 3 A // ,/ eN -Ito DINING ROOM S AT ZOOM ' w C4 P4.0- . •- .� 7 I ♦ 6 FLOOR 2 F.F. - - J- - i FLOOR 2 F.F. E FLOOR I i �lv .��>•V♦L��V♦�������i����V♦L�V����V♦��i�i�i�V�V��V♦L���U��V♦L������f�V♦��t��V♦�V♦L W�i�����i�V�i���ivv�i��V•�w�i�����iw����V♦i���V�����������i���Vt����'s? FLOOR I m`� li 0 _• i I Z C.f) g1n 5&' n 2� 0u _0 i 01-.(:)"01-.(:)" 0 I GAf;kAG -Id) v t w o cn I LD CD 12 12 0 Q:9-1 z FLOOR I T.O.F.S. FLOOR I T.O.F.S. 6 6 © _ 7 _ ROOF TRUSSES $ 4 1 SPACING PER I MANUFACTURERS LAYOUT PR0DUC11ON MANAGER ��f�� M1,�1 1. Gary Culp FLOO R 3 .����� .........� FLOOR 3 I"12 BU L.D NG SECTION — :: --\ , RELEASE DAZE: 12/23/10 :. 54=0, REV I DATE /DESCRIPTION �� A UNIT B&C REVISIONS 04/01/2011 N \ - -Id) ►i IW N G ' i _o a w A � � OOM LAUN1� `' z ® z N I. I . . F.N 0 ., .OLU _ NN z FLOOR 5 F.F. , _ N .v FLOOR 3 F.F. - A 1 - — � �� N �: mist a Ge FLOOR 2 i �� ` ►=� FLOOR 2 �o ' i ► -- h 1 +� o1 w Y v=i n Ill O n (_ o AD.2 I c +� r r a 1 A I -ice W f< I TGf—f1■1 fi=O1�0 \ - N n A z ? O Z N N I SIM. N = V ry N 151 N PROJECT TYPE Q .: N N ►i p s 4. . P3.03 MF ■ �: �i © 6 W N :. FLOOR 2 F.F. v N N - - r 'I I .- FLOOR 2 F.F. a - -- _ _ .- - - - - - - � - - -- - - - - - mi COMMUNITY NAME ' . N N I i=LOOR I . FLOOR 1 Summer Creek J Townhomes Al ►: • .. O LAWSOON COMMUNITY ID P3.03 ■ 541-0" 2'm# 41-0" 0000 -4 1 r , L., ► G AA G I®''T' O G —ice 0 GARAGE HANDING i I E ►s z I Varies AS s o iNPl.00 O SPECIFICATION LEVEL ►� 3 L o FLOOR I T.O.F.S. - - • • ��E_ �s FLOOR I T.O.F.S. o i sm I N PLAN NAME 1 A2 a i kMFI00 N NPC PLAN NUMBER efts-rte O z LAWSON PLAN ID SECTION 0000 A l 15U I,L..fl I NG LEGACY PLAN NUMBER /NAME SI ‘soe 1 =--_--- INt\ acii- loNa = JNI -- A (_________ o - - _2 =T ) SHEET 07.54 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT A (2) / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES IPORILAND)\BLOCK OUT\BUILDING 07\BUILDING 07 COMPOSITE.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f f ) 5 1/2" O 20'-0" 20'-0" L ROUGH UNLESS NOTED OTHERWISE. ALL N 0/ 7 / EXTERIOR WALLS ARE ( t t ) 5 1/2" ROUGH. " Ic -I12 1� 2 1 •,-.4 N B. ALL ANGLED PARTITIONS ARE 45 DEGREES • E / 1 UNLESS OTHERWISE NOTED. (J C L\ l� 12'-62" 2'-10" 4'--12° / IS'-I12" / 6'=O" I G. ALL CONCENTRATED LOADS SHALL BE • I I 73 / I i' / / / II TRANSFERRED TO FOUNDATION VIA BEAMS, > ..-, 10 -0 2 -62 I O-O 5-1 121 POSTS AND/OR SOLID BLOCKING. • rummi t:_44 / / / / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 1Z 2 UNLESS OTHERWISE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 4x6 COST OPENINGS UNLESS OTHERWISE NOTED. (Cl.") CDN \ \ c -ru \ — -� \ F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE pCa (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS rcii..0 ti SHALL BE (2)2x4 MIN. R. OFT. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS PAP _ O AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4—) — v—ii 9 9 O NOTED. CI7 dl cc j H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® N 0 51><S1 HANGERS SET SPACING FOR ALL TRUSSES. » n ' 3x3 d3 © GONG- I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE I-1 GONG. trA tY PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR PAD I EGRESS OPENING OF 5.7 SO. FT. WITH MIN. • _.-____ �__._--_ \ _ \ \ \ I I T I \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE 0 FLOOR, PER 2008 OREGON RESIDENTIAL H SPECIALTY GORE. Ir .. 0 J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" 'iv' VERTICALLY IN WALLS > 8'-I I/8" K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. L. ALL GUARDRAILS TO BE MIN E6" ABV TREAD O O INCLUDING RAILS AT OPEN SIDES OF STAIRS. %, p _O -° I M. ALL GUARDRAIL BALLUSTERS TO BE SPACED a ' .9 SUCH THAT A 4" SPHERE CANNOT PASS C-A BETWEEN BALLUSTERS. ) N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 Q TAN t 1 GARAGE OREGON RESIDENTIAL SPECIALTY CODE. Q 11 80"-I XI 3 1-0 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE w 5013 S 6 -8 , MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING TREAD NOSING, OR FROM CJ) Q FLOOR SURFACE OF LANDING. `—' II'-62" 4'-I2" 4'-32" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w p O / / / ARE SUBJECT TO RELOCATION DUE TO FIELD IS -° II'=62" 4'=12 " 4' =4" CO CONDITIONS; CONTRACTOR TO VERIFY. / / x / d- 9\ ! O\ _ _ ^ w 1 O 6x6 POST m KEY. 1 Q F--� O -� STORAGE DENOTES WALLS WITH TOP PLATE GREATER THAN < W cn _9 m -a � � UNDER _, 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS O m 1 STAIRS O FROM FLOOR DECK TO PLATE F-4 PCI _'IN PROVIDE &YPSUM i '� T BOARD UNDER STAIR - I ' CIS W r AS REOUIRED BY _ -1- THE 2008 OREGON O -- "" O RESIDENTIAL CODE_o _ _, DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER 2868 Gary Culp i-IDR. @ 6)-E3" RELEASE DATE: 12/23/10 1L 'I 0 Q REV # DATE /DESCRIPTION j I ' W % n UNIT B&C REVISIONS lni� — / \ °i V 1I- 04/01/2011 0 LOW O \ a 1NALL ' L a CV W 1=® E1gt - A Ili 0 i S2 I 8 -0 ii CL -iN cn A X O in W N - _ 11 X O AA.- dJS N A \ , . _ \ \ 0 -ICI - O I O i O =O ---TI" c10-70- 001:2 @ -1'-O" ' � T w CA N -icv\ : — Q C -icv N \ N\ _ --p-- _ - \ \ \ \ th♦ In\ \ \ X L N " PROJECT TYPE A2 Z MF cn£11 0 -.-- lir ° °- COMMUNITY NAME N Summer Creek n 1, i 1, i n i u Iii J 61-011 X=4 522 -O2 S'-4" -4 -.2 5/ Townhomes o LAWSON COMMUNITY ID I'=42" 1 -S 82, 5'-10" 2'682" 0000 / / / / / / / a 11�=4" 8'°`72" ,2" I 1 =4" S'=.2,� ' 2I, / / - / / z fx GARAGE HANDING 20'=0 20'-0" Varies a / / o 4_ z SPECIFICATION LEVEL o 0 !1' z rn PLAN NAME w J Q 0 NPC PLAN NUMBER z LAWSON PLAN ID OV00 LEGACY PLAN NUMBER /NAME 1---- IONT CA ' I RC 'NT , OA 0000 AN I A I IBS - I ® ® = A 1 I A ® � � I I O / �� I A 2 I � SHEET MIRROR A3.1.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - 1ST FLOOR - FRONT LOAD - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT A,DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f f ) 5 1/2" O8 1 20=O'I ROUGH UNLESS NOTED OTHERWISE. ALL c• ^I EXTERIOR WALLS ARE ( f ' ) 5 1/2" ROUGH. " III-H21 I 2" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • UNLESS OTHERWISE NOTED. Cr) sq2 V-(1" 5'=5" G. ALL CONCENTRATED LOADS SHALL BE • f°°mi / / / / 20'=0" CL POSTS AND/OR SOLID BLOCK NG VIA BEAMS, > ;.,.- I G'°112" I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING riZ w / UNLESS OTHERWISE NOTED. IO'=6" '°52" q E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 1) C4) / OPENINGS UNLESS OTHERWISE NOTED. lewd O� '` 5'®q" 4'=Gf" 4'=02" 5'=5" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE I= Tad / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS $-+ SHALL BE (2)2x4 MIN. �, 'DECK G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , O V = AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4 O Zo O o ® � 6 NOTED. T"'1 < Q 1 i 63 I j0 I -I H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O O HANGERS SET SPACING FOR ALL TRUSSES. o 0 @ 0 ® I.. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 1 co 0- Q O Q (n Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR .p I I I EGRESS OPENING OF 5. 1 SQ. FT. WITH MIN. • • ♦ ( i ♦ ♦ 'I j TI. ♦ ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; rr• 'Ill' IL SILL I FLOOR,HEIGHT PER 2008 OREGON RESIDENTIAL L criri _ ID . 1 D/W 1 SPECIALTY CODE. _ II P O � 1 SINK I J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" /��''� , /� � O OO 2 � � OO VERTICALLY IN WALLS > 8'-I I/8". 5 =6 S-II , A/A-5.0 ( _ 8'-I I/8" = 8'-I I/8" = K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV ,� � ,� � q'-8" x q'-8" O q'-6" x q'-O" O G/A=S.O I 13 SF 85 SF O TREAD AND TERMINATE IN A NEWEL POST OR 1� 11�l 11�1G i�0 ►1� -0 _�,� SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2"cv III SF I z - 5'=5" 1'601"=42" 2'=82" 2" S'°S2" S'=52" L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD 10-0 xII-2 0 1 _ � 11 1 ���� / , / , I, , / INCLUDING RAILS AT OPEN SIDES OF STAIRS. T K I TGI-TEN I At) ° M. ALL GUARDRAIL BALLUSTERS TO BE SPACED r = D/A-S.O I 4068 BIPASS SUCH THAT A 4" SPHERE CANNOT PASS < 4068 BIFASS ♦ BETWEEN BALLUSTERS. 2'66" 8'=4"�; S-r12 S 6 _ �l • \)6, = in —IN N. ALL HANDRAILS $ GUARDRAILS TO MEET 2008 �,/50'-F I T AT PANTRY � ' OREGON RESIDENTIAL SPECIALTY GODS. 0�I" A.F.F. -� sR �� °; 5$R O 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE -icy V �' A� �- `:�` � � � � iv, � �� �� ILL � -_� � 6'-8", MEASURED VERTICALLY FROM SLOPED '� 161 24" T B q °�ZI � �� ( HL- PLANE ADJOINING TREAD NOSINGOR FROM E>a WASI��R_ �� ///7/1 ; aauFS —IN E-� T.R. �. IN 4°216 °016 �✓ O -IN 11 cn CLl L -� - ) P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT 1 cn /A=S O �n I- O 0--......--- - _ ♦ cv i SHELF loin n ARE SUBJECT TO RELOCATION DUE TO FIELD �O O ■ / / / ° H/A=S.O ® cv -- 12" VENTED ' O [ -+ O RI.B _ — — — m NI_' yyl�'IQ, O TI °� 1 �� S. i i O CONDITIONS; CONTRACTOR TO VERIFY. ..-14 F 0 (XH. O Q w I '� ♦ m 0 7 m ♦ 2x6 WALL' 468 .iT�' I ♦ KEY: < 5050 S R.O. o � 1880 S.R.O. I m ®�® [Y S =q '=2" 2'-52" I'=8 m O Lt! -iN DENOTES WALLS WITH TOP PLATE GREATER THAN P i o to c0 O rer"--E , " T R X 7 'ill 1 , 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS f--� 0 N,[� _° 0 - -iN T.F. = O -IN t - E-+ O m in • in tt1 .< m FROM FLOOR DECK TO PLATE r--a? t m O 0 _0 1ATh ► _I C/ Q V ► U , y „I= 1-6 42" oaW a X I- O O� AT OO � 42" LOy � O 24 T.B. Allk /NALL = ♦ I 7 ♦ I J DENOTES DROPPED CEILING OR SOFFIT 1'-1 I/8" WALL z' Q - PRODUCTION MANAGER Q1c 1 v _I z °n Gary P 15'-I" x 111-i " —ICI . z Q CO to —iN , / Gar Culp 254 SF I r T I 0 IS'°2" 2'=6" 4'=52" - -� N F U �� / ' RELEASE DATE: 12/23/10 / _0 01- �' /' REV # DATE /DESCRIPTION J / , / , UNIT BE REVISIONS I N A — J O4/Ot/2011 0)i 7 - J il 11, vi- o -�N O N ISIS SUITE S$R a A II III _ ° i " T J LU J - N -0 8-I I/8 a -�; A.I .G. H <u) I— - 7 c IV-10" x II'-II" _ I51 5F II d, A PA 0 O ii w m 2468 A I- I W CC CL. 1 I1 I1. ♦ _ ♦ n I 9 . I O w I- ♦ ♦ 1• ���.��I I cv ♦ ♦ �h III III �� ♦ ♦ . A\ 1 = o X u O �n Q - o � � I Q o x -° (A L o I x - � � A _ I _ © ® IL � o ® W ♦ ♦ m Q ® oQ N o Cj t3- N PROJECT TYPE Ln A2 • Q I Al A2 Al ° MF -.-- ® lir lir . 6'=O" 6'=O" I'-4" S'°II2" °" COMMUNITY NAME v / / A I Summer Creek 6'=O" 6'-a" 4'-O" 31-1112' 2'=8 5'-52" J Townhomes / / / / I' / I 0 LAWSON COMMUNITY ID 12 -a T-112 / 12�=0 / `1'-112" / a 000 / / i GARAGE HANDING i Varies 20 -0 0 - a I z SPECIFICATION LEVEL 4._ 0 0 0 �' U) PLAN NAME w J a v) NPC PLAN NUMBER Li 1- 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 JNI ( � I L ® ® 1 AN SHEET NT S I - Q i- ® 0 -- LAS MIRROR A3-241 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 1 Ronslow. Kevin / UNIT A - 2ND - 3RD FLOOR - NO WINDOWS - FRONT LOAD / F:\BSB REPLICATED\PULTE PRO ECTS\li3W10201-TCG3-SU__M_M_ER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT A,DWG O1 oN CHASE 0 N 7-FOR VENT • r� VJ SOFFIT • /', INM5C50:156 al" A.F.F. • V 1 W5,156 W2456L W1536R W3036 1^3036 W3618 HOLD CABINET OUT 12" % FROM WALL �� �, - - - '� 11/2" 11/2" , an �� / / Au- \ N F I ER F I R riZ 4-4 � LLE FILLER R LL - - - - - - - - - - . \y �9 ILO/ - --- - - - A _- v - _1 _ O \ I�iOOD I- - O J' \ I. REF. ;) ft M SPACE P ' I I a � \\\\ I –— ——— ^ �\� �\ .\\ A FILLER y O 0 \/ .A ,vA\ti �� . / X / ----. Pia°1 ILri) P'"'"' I \ �v ��y BD41 8 DIN 5556 518L 530 RANGE B30 D5418 524R i9. 1'°6 / 2'sO / �'°O , I'�6 , , 2-6 ` 2'=6 2'-6" 21=0 / / I'-6" / 2'-O" / / I�r A KITCHEN I7-C N ISLAN LVATION KI 1°C1-1N LIGHT �/ IA1ALL I \ / o j �ININO - \ J w 1- / 787 / 1 -IN / / ■ ��,, _ `� i R.O. FRAM I NS�--� e FIR FLA —I t / / \ W i I BAR I ES / EXIT. VENT -:7,-): / IS I REFLAC PRODUCTION MANAGER MANTEL SECT 0\1 @ ====�_C FLAN VIEA1 VIE Gary Culp AS RELEASE DATE: 12/23/10 SFECIfIE13 REV) DATE /DESCRIPTION 0 , n UNIT BE REVISIONS O SATH T�T/ I C.A. S.R.O. GREAT ROOM / \ 04/41/2011 OFT I ONA_ a / \ w J V ,<, A 11-1.,,, 0 F- A Z LIGHT w ' ` 1-- I c, LIGHT w O A 111, o w 1/- 4 w A / `0 4S"x 42" X II-In 0 567"x 42" in MIRROR Q m MIRROR / T \-4-\\`- w /�-4-\\`- x cn --- x v ® L_\L M _J ® N L \i J L _ I I � 0 r--�--r -f 11 ' I + O /1 cV - I \ 4 `. " I I ■ . ■f b COMMUNITY NAME Summer Creek V5DB3363OL VSD1E384856 j Townhomes 0 LAWSON COMMUNITY ID 3'-O" 4,i-O w 0000 ,( / / / w GARAGE HANDING 0 BATH #2 0 O1N R Is 5ATH (± Varies Q Z SPECIFICATION LEVEL 0 0 0 z N PLAN NAME w J Q NPC PLAN NUMBER 0 JNIT INT I + I VATIONS Z LAWSON 0000PLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET MIRROR A-3.O (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar, 30. 11 / Ranslow, Kevin / UNIT A — INTERIOR_ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W1O201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — MIRROR — UNIT A.DWG ELICTPCAL a1 SYVROL 'KEY (-N, N O N • ,--i LIGHAT FIXTURES cn k Ole RECESSED CAN LIGHT • — -6 41 > .-, r RECESSED GAN - EYEBALL • 1� - GE I L I NG SURFACE MOUNT LIGHT a 0 WALL SURFACE MOUNT LIGHT 0 r P — --E4-PE V LIGHT w/PULL CHAIN SWITCH PE 1D-4(1);-4 I 1 Ct® WALL SCONCE FLUORESCENT FIXTURE 4 (LENGTH FT/TUBE) CI) - - - OUTLETS 0 ° 0 ! A/G I LOCATE N IN LINE \ - -- - > W/ LIGHT 5F-WP - . I dM-I�9 9 fk DUPLEX OUTLET �-+ o� „ o SPECIAL PURPOSE OUTLET !. _ 1 F , ' . ' (i.e. W.P. G.F.I.) e. '!, ./' I I ------r i o d1 SWITCHED DUPLEX OUTLET a ^ C?) _J L'— I 20 RANGE/DRYER 22OV OUTLET i�f i BFI i� Ak 1 i POWER NG � �1�®®M B �f�®®M DIRECT WIRE CONNECTION LJ %J ;1 OPT. - -{OPT. -1 TELEPHONE OUTLET o •J CFI \ I U V ITV'/ I I GATV (TELEVISION) OUTLET J 1 } �`ZZ \\ • $ o THERMOSTAT _ ��ININ� N $ O _ - - W Sn UNDER-COUNTER OR El,O I {G I TGHl1�l v- - - _ _ CONGEALED OUTLETS ��! I O / \ / �- D• \ I I I � • --� SWITCHES Q \ - -- C_2�2 SINGLE POLE SWITCH /Ta r � 7== J1 3 THREE-WAY SWITCH O 60 [ ti �� 0 't �ATH� 2-GA � /T�1■1� M I�* - - / ( II r+ _J 11 S4 FOUR-WAY SWITCH E- � 1 � a� III L i w,�„ - \ I SPEC USER DEFINED SWITCH 0 0 — � 1! w" (~ i — N — / i �!� -- oo 1 M I SG F I XTURES ;" E' L o I t7 ; : EXHAUST FAN I CFI �i r 0 OUTLET -; �f J► •� /S� I �. t '-e- EXHAUST FAN/LIGHT U /1 / � \ TV AND �j� : ( *V®YVN fib' $ - , r W PHONE I E3ATHI I '` 1 r' EXHAUST FAN/LIGHT/HEAT W / IL' j PREWIRE �' / � / I„ -o -1 W �-, 1 FOR ✓ � � -" / l; ; , I ® SMOKE DETECTOR OPENER __-- ,T + DN TO i... s� OPT. / OPT. _- I DN TO-- 1 BUTTON ,/ L I d,HT LIG HT PRODUCTION MANAGER 0/ , ` o�� o ELECTRIC WALL HEATER Y Gor Culp y -� I ! ,I ELECTRICAL PANEL RELEASE DATE: 12/23/10 UP TO _, � \ < v / i ) PANEL l — ♦ \, / i � / LIGHT �� — A O / j -- -- — --- REV i DATE /DESCRIPTION 4))// 11 �� -, �'-{�'� 1 ®sp UP O iI / UNIT B&C REONS j EMERGENCY LIGHTING II EXIT SIGN I� �- I 04/01/2011 -o 1 �I�EA1- LIGHT ROOM t-Ex o 6F1 I' 11. O 1� II o \ ' �}� {+ �I BAASEBO ARD ELECTRICAL a 1'L==J t I HEATER S �--' l ELETRIG - — o� \ ,4---1 \ / Ol^IN 115 I DOORBELL CHIMES N A ILI WALL MOUNT OPT. — — — —OPT. \ SUIT ^.1 .G. 11 ‘111.._ O I HEATER - 1 \ - -- - II 0 DISPOSAL z 1 �- 11 I %oa a o _ --� ' hid \ f � - �'[� I�. �L. OPT CEILING FAN/LIGHT ', A 1 I / eee 1 (1) 4 0_ _LT, -3- I Ill IQ. II III III �1,__� Q --- - A ti \I r- FLOOD LIGHT I O � O� I x ELEGTRIGAL PLAN NOTES I 47 A E A. ELEGTRIGAL CONTRACTOR TO PROVIDE N A - - L °-J REQUIRED DIRECT HOOK-UPS/CUTOFFS. M B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE Z G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENTN MF (I.E. FURNACES, A/C UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w -' / , Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX 10'-0" 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTOi, GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOCALLY GERTI F I ED § Var1eS SMOKE DETECTORS AS REQUIRED BY NATI ONA FIRE PROTECTION ASSOCIATION (NFPA) AND o SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME I NTERUPTERS (GF I) AS REQ BY THE NATIONAL J ELECTRICAL CODE AND MEETING THE cUn NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. ----= 1 ia I F I . ,0 0 SI C- I ® I I o Z LnnAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 El I C -T I C ,I I Q 0 I : ) I SHEET MIRROR A3-4.1 (c) Copyright Pulte Home Corporation - 2009 . • : : . ■ ■ .1: 110 . . .. . 1 11• ,A I .It Si ►- t l - .1k II) - ► - li i1►iilt. ► . l 1 ■1 l I 1 1 - - I/14 ► ► ► 01l1111 1 , 1 k ► :► ■ - ii „1, - k 1 1 i FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( )1 t ) 3 1/2" .O d� i-- �. 1 16 O I b 0 ROUGH UNLESS NOTED OTHERWISE. ALL N EXTERIOR MALLS ARE ( '� '� ) S I/2 ROUGH. I 0 :Cid N N 2" 15'-1 I" 2" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • '' E UNLESS OTHERWISE NOTED. (f) CJ) 4'-°12" 2'-10" 8'-62" I 6'-O" cl'-II" I ♦ ♦ ♦ / ♦ G. ALL CONCENTRATED LOADS SHALL BE • 2" i i TRANSFERRED TO FOUNDATION VIA BEAMS, 6 8'°O" I -11 z -1 12 POSTS AND/OR SOLID BLOCKING. • I> --, ♦/ ♦ —, / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 12 Ell UNLESS OTHERWISE NOTED. 2 ccf.3 0 E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 4x6 POST OPENINGS UNLESS OTHERWISE NOTED. O i. F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE W 22x6 MIN. PO TH R 4MA S �-+ ( ) STS A FADE 5 I N 2x LL � HA N S LL BE (2)2x4 M1 . OFT. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS . E.4-4 GON . AND/OR GIRDER TRUSSES UNLESS OTHERWISE O PAD O O O NOTED. '� ° V I - V (i) H.dJ H. TRUSS MFG. TO SIZE MEMBERS FASTENERS O 0 cc,- HANGERS SET SPACING FOR ALL TRUSSES. ® N 3'x5' I ,0 , S x5 GONG. I N GONG. I I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE n , IY• PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR PAT. Q EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. -\ I - \ - I \ N 4 \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ' SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL 10 I SPECIALTY CODE. 0'> 0 J. PROVIDE FIRESTOPPING EVERY S'-I 1/5" /j;� VERTICALLY IN WALLS > 8'-I 1/8" K. ALL HANDRAILS TO BE MIN 4 MAX 38 ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" DIA. W s ° L. ALL GUARDRAILS TO BE MIN 36 ABV TREAD in in ° I d- - INCLUDING RAILS AT OPEN SIDES OF STAIRS. ;/, g M. ALL GUARDRAIL BALLUSTERS TO BE SPACED ' 2 CAR SUCH THAT A 4" SPHERE CANNOT PASS 1--a TANS M ii4INIzZAE BETWEEN BALLUSTERS. 8'-1 I/8" N. ALL HANDRAILS 1 GUARDRAILS TO MEET 2008 151-2" x 38-O OREGON RESIDENTIAL SPECIALTY CODE. CD o 4?4 51= 0. MIN CLEAR HEAD HE AT STAIRS SHALL BE '� ~ 4'-4�� 1'982" q'-112" I �� � I �� � ,� � �, w � I 4-S2 I =82 -I I 6 -8 , MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING TREAD NOSING, OR FROM Cr) O _ O� _®� FLOOR SURFACE OF LANDING. �+ � P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w ARE SUBJECT TO RELOCATION DUE TO FIELD ® CONDITIONS; CONTRACTOR TO VERIFY. 1--, I STORAGE -icy O O UN1�ER `p ° m m STAIRS m W PROVIDE GYPSUM KEY. O O - O DENOTES WALLS WITH TOP PLATE GREATER THAN �OARI� UNDER STAR ° 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS = W I~ AS REOUIREE7 E3Y is W rZ m = m = FROM FLOOR DECK TO PLATE 1 O THE 2008 OREGON p REST ENTIA OD = I = —Pi —icy it _ -° DENOTES DROPPED CE I L 1 NG OR SOFFIT ' _� in PRODUCTION MANAGER— Gary Culp RELEASE DATE: 12/23/10 p0) REV# DATE /DESCRIPTION t--- o _ UNIT B&C REVISIONS CO 04/01/2011 [L H o iii o a A w 0_"� o< ,— % :-1-\ A Mo. 2 Z Av) co 2868 m 'y' . OHER. ® b'�s w 1 " �a A\ il- S I MPSON ``' 5'°`1 52" -101 A/ t1 — WALLS :7; 1 :4- 4/ 71- - - w A \ _ 80°10 OC�D cn d- -91 o o ,CDR. i o ° ° x CO CO m TT: i I N N-icv — — -Icv O PROJECT TYPE J \ \ \ \ in\ - u\ \ MF n--- �� 0 ® 51 m .i w COMMUNITY NAME 132 N Summer Creek _ Townhomes 0 LAWSON COMMUNITY ID 10" 81=5" 1�='=4"/ / / ♦ 2'642" 2'@S" 4'-II2" 5'= 5" a 0000 1 2" 5'662" 10 _S / / ♦/ / w 1 �„ I „ I I N GARAGE HANDING ,� / / 4'="12' Si"♦ 10J-4-2' " Varies 16 -O Z ♦ ♦ 2" i I5'-11" i 2" 0 0 SPECIFICATION LEVEL 16'°0" o 1 4_ 4_ 0 N PLAN NAME J Q o 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME Cs T _—=------ ® A - I 0 \,,,4t 1 I ® A OOOO JNIT S - --- C J A T I ® / SEAS AN I NT S ST I 1 AN SHEET 1 B1-1 .1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 1ST FLOOR - FRONT LOAD - II / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\,L1NIT PLAN SHEETS - UNIT BDWG FLOOR FLAN NOTES J6'-O" A. ALL INTERIOR PARTITIONS ARE ( �' f ) 5 1/2" O Al UGH UNLESS NOTED OTHERWISE. ALL N ^` EXTERIOR WALLS ARE ( t t ) 5 I/2 ROUGH. `�`� 2" 1 I51-l l" 1 2" t )1 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • '� UNLESS OTHERWISE NOTED. f G. ALL CONCENTRATED LOADS SHALL BE • v) 1 1 d_ 16'-0" 4 TRANSFERRED TO FOUNDATION VIA BEAMS, q'682" 6'622" POSTS AND/OR SOLID BLOCKING./ ® / / 2" I I5'-I I" I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING • �UNLESS OTHERWISE NOTED. cy 5'°5" 10'=6" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.\ 41�52" ,,'°22'' F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE(2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. ,G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS S� GK �, O AND/OR GIRDER TRUSSES UNLESS OTHERWISE • i. e O , ell O NOTED.z --i ° H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,VQ 1 S'=1I1' In i- O I / / Q HANGERS SET SPAG I NG FOR ALL TRUSSES.O O • I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE O I W Q r--+� l � � EGR�S oPENI�I�o RoaMS`QTO H�TH MINLEAR ♦ ♦ ♦ '1 \ ♦ ♦ 1 E ♦ ♦ ♦ I� �� ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HE I OHT NOT GREATER THAN 44" ABOVE I r- (.�/. /, 5' TUB/ - FLOOR, PER 2008 OREGON RESIDENTIAL ..O I , ��, , SHOWER SPECIALTY CODE.I � �� J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" ,'� SAT1-i VERTICALLY IN WALLS > 8'-I I/8". . 0) e - ; I I` = m F- K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV • O = TREAD AND TERMINATE IN A NEWEL POST OR I �- ��L��'®O1� 2 T.F. m 51-11/5" -' SAFETY TERMINALS, WITH DIA OF I 1/4" TO 2" �tT ROOM' m - - DIA. W q'-1 1/S° I li � � q q x101-5" 15'-O" x 15'-6" I I �.. H.S. G. 100 Sir L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD 233 5F t�- ,I c 2468 INCLUDING RAILS AT OPEN SIDES OF STAIRS. F �v MATCHL I NE 'A' .9 ,- .R. - 63 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED ..< -PI SUCH THAT A 4" SPHERE CANNOT PASS < CA BETWEEN BALLUSTERS. - 4068 B I PASS N. ALL HANDRAILS GUARDRAILS TO MEET 2008 I I I 1 ♦ OREGON RESIDENTIAL SPECIALTY CODE. Q 0 Y Q LG T 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 SIR N 6'-8", MEASURED VERTICALLY FROM SLOPED w MM. , PLANE ADJOINING TREAD NOSING, OR FROM 0 4'=5 1 , 5'=6" 8'-2" 2868 i j- ii I WASHER FLOOR SURFACE OF LANDING. t~ / G. H.S. 101 11 II i HOOKUPS _ P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT '� =5.0 I �1I --� III -,N ARE SUBJECT TO RELOCATION DUE TO FIELD i ' : 1 1 OFT. STACKED T CONDITIONS; CONTRACTOR TO VERIFY. F--, ♦ - 4'-1" 0 -q 1 -q2— -42' --' -� •st; co. , I iw�'_ WASHER/DRYER ill T---�-El , m I ri , 0 ULAUNr7n-r �i OPEN BELOW O N.Q - I e/W - O -Lov - .' 42 12" DENOTES WALLS WITH TOP PLATE GREATER THAN ,° ♦ ��i� ° < L T Ili W , _ ill - = 8'-I 1/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS ' �! m 0 1Y �- 42" LOW �° 1 , I O 0 " IY l 1 z „ „ SHELF O FROM FLOOR DECK TO PLATE Q F� n IY WALL. - d I I- � IJ1 . x60 U E-- 1- !�! a G/B-5.0 1, 1 �1 ° t 4Y i1 o ��., _ OWER d f�— -1» a K I TGH�N � 1- IL „ Pill ,1 ,1 A ► I -—� zl--. „ I _ I I I I I 1 0 L L -i�v DH._-- O O ill ;o, O �/ `� 2468 �■ i DENOTES DROPPED GE 1 L 1 NG OR SOFFIT�` V co 0 1 1 I 9 G.X H.S. }�/B®5.0 PRODUCTION MANAGER �\ z < f 1E 0 NE1�'S EBATH Gary Culp -�� < 0 In 4 . _ �/5-S.0 O D_ I RELEASE DATE: 12/23i 10 T.Ipi insinro �•I REVUE DATE /DESCRIPTION W,W V i c° _ �� / UNIT B&C REVISIONS cfl rJ, AM �` ♦ 0 04/01/2011 LE ln X10 O II w • ♦ a F— 1 * 15,ROOM 2460 c, A II), 0 GAB ; rm ♦ - - bq w A IF 1 -- M yI OWNn '.a SUITE �t 0.....) < n I g r I I N� L II'-4" x 12'-4" w t 1 9 m ., Q'-I I/5" W.I.G. 137 5F ' A Iz] cX 10'_4" x IO'-O" r 9 0 p 101 SF l A F'W1,�. � 7 eT.F. 5$R A • ♦ ♦ ♦ _Lu O O d- c\I♦ I I l ♦ ♦ r I. ���� 7 I PROJECT TYPE ♦ _ ♦ ----1J = ♦ ♦ I MF O = O = O 9 ! 2 J B2 O © a COMMUNITY NAME 1:3I o BI Q B2 w t1 0 I •• I Summer Creek co_.__ 0 ci --- 0 ,i MP'l 1 1 a 5" Townhomes 1 I 51-6�� S v52,� / / / o LAWSON COMMUNITY ID 5'-O" 5'-0" 2'-II2" 31-101"-I2, 0000 / .r / w I „ I „ 41-112 I„ I „ N ' / GARAGE HANDING 4-112 10 -112 10 -112 -±-z Vanes 2" 151-1 2.. a a IS'�11 2" ix in z SPECIFICATION LEVEL 16'-O" I 0 16'60" o k' Jr I 0 PLAN NAME w Q 0 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 JNIT SI CQN E ® O r-' I AN S THI = LQQ - AN SHEET B1.2.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 2ND - 3RD FLOOR -JI - FRONT LOAD /-F:\B_SB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT fDWG o 1 ° N CHASE 0 N oR VENT � ! _ I'-4II Cn Cf WMSG5O6 136 • T-4 W2436L W2436R W2136L v W2436R W3118 WI2361r LIGHT A,�I \ -e • r° 1 � < > VA (J)\\ -\* 11Z - -- -- - i VV� A I l l CD rd vRRO O rci NI I; , A 1 Ll Iv, -\ a REP. -' - --- - _ / Et • SPACE , \ O _ W ,,,, I. 1 1 1 I 1 -�°') +4 \� 1 — 1 1 I I 1, \vA yv,�, , 0 cv\\, \\\ \ i m s m \\ ; � I/ / \� \IJ \ A\\V A.A.A I _ \ _ _ \\. .A S24L DS418 RANGE S24R 512L DIN 5556 I 0 ! 2'-0" I'-6" / 2'-6" / 2'-0" I'-OI� �I-OI' /I'-o°/ / �'-02" / 5'_O" /q'/ �' A K I TCHEN CE) K I TCHEN 0 K I TCHEN E7 Faekir)EIR 5ATH RECESSED SAIL C.r) s" ABOVE / / Allik co\ ii O \ \ / ' J CHAS FFLC W - -i O 56 �.V. `Q R.O. FRAY IN6 . - 4 F 1 REPLACE L F-1 p. .1 W/ FLUSH EX #. VENT VARIES HEARTH F I REFLAC PRODUCTION MANAGER MANTEL SECTION @ =F_Ce FLAN V Eli Gary Culp AS RELEASE DATE: 12/23/10 SPECIFIES REV 1 DATE /DESCRIPTION UNIT BE REVISIONS C.) GREAT ROOM A\ 04/01/2011 o J O LION _ W a. A J Q U A ( o F- V t.1)z ^ W D LIGHT � I( b LIGHT N w A - / VENTED x SHELF A 60IIx 42" cn 5� 42""x � MIRROR m DOOR L A m MIRROR / , po\ `y N PROJECT TYPE O \ I I- o T- 1\ I _ r 1 - I ® I T _ N r - T o• r----i 1------1 _ J L —,��-L — J ; , I I _ ,-I I _-�_-� ' �, O OPEN COMMUNITY NAME- L.) _ , _ 5ELOw ', Summer Creek J Townhomes ,� \ \ 0 LAWSON COMMUNITY ID Tyr, VSD53363OR VSDS86O36 E356 W 0000 W ec GARAGE HANDING 3-O 5-O 3-O z Varies / , / / 0 o SPECIFICATION LEVEL ATf #2 CO ®IAN '5 SATH ®IN '5 A LAUNr' 0 P 0 z U) PLAN NAME w J Q U NPC PLAN NUMBER ii El o J I I I Ni 11 ,01 \/ I I O S Z LAWSON PLAN ID LEGACY PLAN NUMBER NAME 0000 SHEET B-3.0 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG ELECTRICAL 8 1 o SYMBOL KEY cNi N O .4:12,,, N LIGHT 1 I XTURES jj cJ N C1� • - zi 41 21-16 RECESSED GAN LIGHT OM > --, �J RECESSED GAN - EYEBALL • !" - til. -0- GE I L I NG SURFACE MOUNT LIGHT FS- WALL SURFACE MOUNT LIGHT rwil0 ° +\ 0 _ --t 1- r2 PE LIGHT w/PULL CHAIN SWITCH ct (it Va-i ® WALL SCONCE Pa-+ ( ) FLUORESCENT FIXTURE "'...) „� (LENGTH FT/TUBE) C1) OFT OUTLETS 0 a 0 IA/C, I LOCATE P.-, IN LINE I , I I 6FI-V F 1^1/ LIGHT &F-YF DUPLEX OUTLET r--+ L__5_021_ _I re / •� D - SPECIAL PURPOSE OUTLET,, 9 (i.e. W.P. - G.F.I.) 1�1 \ L / p---,. .7 `i' SWITCHED DUPLEX OUTLET+ 12' OFT.o E OUTLET `` x-'220 RANGE/DRYER 220V OUTLET .... i ADD OUTLET AT — I TV AND E3ATH .2 rH APPLIANC, INTERIOR UNITS ONLY OFT v DIRECT WIRE CONNECTION /r ,,OFT. FHONE sl SE�ROOM 2 POWER( OFT.11- — � C � TELEPHONE OUTLET ' / =I — — -i--� � / / WI GATV (TELEVISION) OUTLET k H=I il < i > / i' -------- -- �\;;�' / / THERMOSTAT ii6/ \ , , \ . / _ UNDER-COUNTER OR LD \ (J' , ` ) I � O --' --' CONGEALED OUTLETS OFT. / (i) o \\ �R AT �/ OFT. .S SD SWITCHES ' ®®M�� SINGLE POLE SWITCH Q \ r_ [-1• OFT.%' // �'OFT. . �r 55 THREE-WAY SWITCH 2- AR / -i + + 0 Ian 7 �- ® � \ i T--i-- 54 FOUR-WAY SWITCH % w AR,A fl_ - ] \\O i 11 1 ilf p -- - - �' I 5 USER DEFINED SWITCH W F-+ • 7 5D ,► - SPEC �, E--1 IIINI o N CO 9) . -CA r ‘'.)) \ "A, kV% '-' )-`-- - M I SG F I XTURES th 1 st 0 � o r 1 EXHAUST FAN U SD i 1 I 1 i�' \ I �" EXHAUST FAN/L I 6 H [� U � 1 ----- u In DN TO �;� r�- �n ;—� W 11 1 I �'LLV_ , ,11 1„ �' LIGHT � � �� EXHAUST FANLIGHT/HEAT � '-� ' ( LII GIB �I \ 1 ,27� ., * SMOKE DETECTOR SD I �/ 1 I S J ■ks 'S - ELECTRIC WALL HEATER PRODUCTION MANAGER ���4e °�+� Gary Culp 2i � RELEASE DATE 12/23/10 T / ��� I - ELECTRICA L PANEL LIGHT -REWIRE Ufi TO — K I TGH N_ / `' ( L — REV 1 DATE /DESCRIPTION —-- - , a PANEL OR / LIGHT � �� �I -ii J'�J EMERGENCY LIGHTING UNIT B&C REVISIONS A FENER ..! .�4 .II SUTTON I _ _ I I 04/01/2011 _ \ 4-Ex--) EXIT SIGN 0 II C - - I // ��1 / \ , �� BASEBOARD ELECTRICAL a n - s ss / \ HEATER I— o'it \ ✓ \ cn 1 1 � \ DOORBELL CHIMES AUD�I 0 i ELEGTRIG �---. \ ' - V1 WALL MOUNT L I HEATER O DISPOSAL z n a. ' SD 5 I2" _ O0 9 • A ' A) ® OPT GE IL I NG FAN/L I GHT ,, A SD 11 b 1 (ti v `� w /N V H-1 _ 1 ° %1 11 / -0* \ -e- 01-sNEf 'S -------vm-) A ILI 0 m 1I SU I T FLOOD LIGHT a_ /, ..,,- 1.i... I 1 INI1�� � X -nC■ 1 aj = 11 /,‘,_ 1 .. o 7 A - ELECTRICAL PLAN NOTES w III - 1 A. ELECTRICAL CONTRACTOR TO PROVIDE Y A I 0 `N' REQUIRED D I REGT HOOK-UPS/CUTOFFS. M __- 1 I � IML B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N I LOCATIONS. L_— J Z PRO,[CT TYPE G. ALL ELECTRICAL AND MECHANICAL EQUIPMENTN VIF (I.E. FURNACES, A/C UN I TS, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE I10 V w/ Townhomes BATTERY BACKUP, NI RED IN SERIES, 0 LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX IO'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. GARAGE HANDING E. PROVIDE AND INSTALL LOCALLY GERTI F I ED * Var1eS SMOKE DETECTORS AS REQUIRED BY NATI ONAg FIRE PROTECTION ASSOCIATION (NFPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT GIRGUITZ PLAN NAME INTERUPTERS (GPI) AS REG BY THE NATIONAL ELECTRICAL CODE AND MEETING THE cUn NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. -r- I i TH ---I OR T ® ® I LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 EC- 1- 1C- /A ______ ______ ® ® ) /\ 4\it. SHEET B1-4.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / RansLow. Kevin / UNIT B - FRONT LOAD - ELECTRICAL II / F:\BSB REPLICATED\PULTE PROJECTS\11W10201-TCG3-SUMMER CREEK TDB (POR_ILANO)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG FLOOR PLAN NOTES 16'=O" G A. ALL INTERIOR PARTITIONS ARE ( �' �" ) 5 1/2" O '� �� 16 �O ROUGH UNLESS NOTED OTHERWISE. ALL N i , f i ,2" I5'=11" i- 2" EXTERIOR WALLS ARE ( t i ) 5 1/2" ROUGH. ® +, (-1 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • 7 4'=`12" 2'=10" 8'=62" 1 6'=0" cl'=I I" UNLESS OTHERWISE NOTED. Cr) cn / / /' 1 / / / !11 !.1 / v1 G. ALL CONCENTRATED LOADS SHALL BE • 1'-"i � 62 8 =0 =H2 11=1 I2 TRANSFERRED TO FOUNDATION VIA BEAMS, // / / / / POSTS AND/OR SOLID BLOCKING. • rimmi 1.7,4 I D. ALL EXTERIOR DIMENSIONS ARE TO SHEATH N6 UNLESS OTHERWISE NOTED. 4x6 POST E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL ♦ '� - - ( j �• ♦ - OPENINGS UNLESS OTHERWISE NOTED. O F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE 1 (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS T-, 7:j OFT. I SHALL BE (2)2x4 MIN. �., GONG. = — 6. ALL TRUSSES TO BEAR ON EXTERIOR WALLS �� PAD 1 p -63 e I _� O AND/OR GIRDER TRUSSES UNLESS OTHERWISE A1 - - _, -!J NOTED. !n°4 CI) 3 x5 c0\Q) 3'x5' H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® N GONG. HANGERS SET SPACING FOR ALL TRUSSES. 0 GONG. n t PAD Q PAD I I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE i 'I I WINDOW IN ALL BEDROOMS TO HAVE A CLEAR '' - —� ♦ ♦ ♦ ♦ ♦ EGRESS OPENING OF 5.-1 SQ. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 0 SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL o SPECIALTY CODE. J. PROVIDE FIRESTOPPIN6 EVERY S'-I I/8" ri' VERTICALLY IN MALLS > 8'-I 1/8" K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR -ice SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" -ICA I - 4 I u DIA. W cn -I L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD INCLUDING RAILS AT OPEN SIDES OF STAIRS. M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < 2 G AN SUCH THAT A 4" SPHERE CANNOT PASS P-1- TANr M AA BETWEEN BALLUSTERS. 9.1fEY-I I/8 N. ALL HANDRAILS 1 GUARDRAILS TO MEET 2008 0 + II = i 6 I5 2 x 35-O v OREGON RESIDENTIAL SPECIALTY CODE. 0 C 4=4 I =6 1O -2 4 52 6 446 SF 10 12 �l '°- / y 1 / / 1# / O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE w 6-8" MEASURED VERTICALLY FROM SLOPED F-4 _ ♦ - ♦ PLANE ADJOINING TREAD NOSING, OR FROM C./) O �, I FLOOR SURFACE OF LANDING. ♦ ♦ z-♦ \ 1-• w rs-{ , P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT Y I e STORAGE ARE SUBJECT TO RELOCATION DUE TO FIELD E ItY UNDER c CONDITIONS; CONTRACTOR TO VERIFY. F---a O STAIRS m 9 z PROVIDE GYPSUM \9 W m - — - ♦ BOARD UNDER STAIR CO KEY: QD AS REGU I RED BY DENOTES WALLS WITH TOP PLATE GREATER THAN p - - 2008 OREGON O 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS U W ,_.' RESIDENTIAL RESIDENTIAL GODS [-a FROM FLOOR DECK TO PLATE Li) }--, T DENOTES DROPPED CEILING OR SOFFIT `_ DENOTES MANAGER -ICI ln . Gary Culp O I - Q /�� ��� RELEASE DATE: 12/23/10 W , _ Ili ci I--- i �; REV I DATE /DESCRIPTION (A _� _ �` �� �� UNIT B&C REVISIONS I — A I 1 rn u) 04/01/2011 1- ' w 0 w A ,.� a I- ♦ I ,d ` N cn A 11), 0 OYe- -P ' ,. SIMPSON V' N O I 9, STRONG w A 1 d I WALLS r. i A \J -s. ,- 1-\ \ \ '''" s.- it- A 51-10" y , �- 80-f 0 06D O N A 0 Y, / I FAD .@ =011— _u X-&-.7" C\I Li- (A u p —o I I -ICI O an ' O w A ♦ ♦ I I ♦ ♦ ♦ \ Ll♦ _ �♦ ♦ ♦ X N (9, `~ PROJECT TYPE CIF o © mV o a COMMUNITY NAME I N 10" 5'_s" I'-I" N Summer Creek / / / / I ,1 1 1 5' Townhomes 211 �'_; I, 10'A2 1. 52 °54 -5452 -1 1 2 5,-2 /,t , // / 0 LAWSON COMMUNITY ID I- / / 5'--12-" 10 12" 0000 -.I / / / w 2" I - 15'=II" , 2" N GARAGE HANDING 16'-O"I "f _I Jr 1 1. Q Varies Jt._ Jr._ cc 16 =0 J' o Z SPECIFICATION LEVEL 4_ o 0 0 z N PLAN NAME w J Q En NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 1 C) I ® I O ( I A LEGACY PLAN NUMBER /NAME UNIT ® LJ AT I ® / 5 A � I AN. U I I - 1 I LQ0 LAS 0000 SHEET Cl 4 .1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT C - 1ST FLOOR - FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORILAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG FLOOR FLAN NOTES , 16'-O" A. ALL INTERIOR PARTITIONS ARE ( �" f ) 5 1/2" O ti ROUGH UNLESS NOTED OTHERWISE. ALL N N EXTERIOR WALLS ARE ( 'r f ) 5 1/2 a) ROUGH. O N B. ALL ANGLED PARTITIONS ARE 45 DEGREES • UNLESS OTHERWISE NOTED. (J cn I 6'°ell" G. ALL CONCENTRATED LOADS SHALL BE • 'ci / / / Ct. TRANSFERRED TO FOUNDATION VIA BEAMS, mu mu / ® ® / POSTS AND/OR SOLID BLOCKING. • I 2" 15'°I I" I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 121 w UNLESS OTHERWISE NOTED. 5'=4" 10'-`1" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 4.) 0 / / / OPENINGS UNLESS OTHERWISE NOTED. rwCi 0 r S'=ci2"6 '=q2" F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE p4 0 ,..0 / J' / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. L ,,, I G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS � I7EGK I AND/OR GIRDER TRUSSES UNLESS OTHERWISE •• 4 01 0 's 0 NOTED. '� < Q = iI � - ° H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O I- 0 ' S 16 Q ® HANGERS SET SPACING FOR ALL TRUSSES. 0 01 / r.1 -DI 0 IY I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r--+ 0 0 0 p WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. ♦ ♦ ♦ '( l I ♦ ♦ ♦ \ d ♦ ♦ ' 1I III it \ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ' ' (r SILL HEIGHT NOT GREATER THAN 44" ABOVE .61 rj o V FLOOR, PER 2005 OREGON RESIDENTIAL 9 r 5' �'UB/ 111; Qv SHOWER SPECIALTY CODE. 4 �� 0 l.`- E3nO1SOOM 2 J. PROVIDE FIRESTOPPING EVERY 8'-I I/8" ti* • F3AT� 2 VERTICALLY IN WALLS > 8'-I I/8". N � ��.� U' - � ' q'-10"Ix110'-10" i \ m �• I K. ALL HANDRAILS TO BE MIN 54" MAX 55" ABV ' 104 51= -- 1 1- I _ TREAD AND TERMINATE IN A NEWEL POST OR 2'°4" S'=0" 4'°102" / T.�• °82 N SAFETY TERMINALS, WITH DIA OF 11/4 TO 2 I w O / / = DIA. iv H.S. G. L. ALL GUARDRAILS TO BE MIN 56 ABV TREAD �fp X INCLUDING RAILS AT OPEN SIDES OF STAIRS.2468 MATGHL I NE 'A' MATGHL I Nis 'A' ♦ •�• , �,(0 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PASS < BETWEEN BALLUSTERS. �] 4'-52" 111-72" 1 ky- - I X06 N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 /I / - ♦ - 8 ♦ OREGON RESIDENTIAL SPECIALTY GOOF. 0 0 - — - SHSLFNTE� O. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE O t3- '-■.0 A LINEN \--\ 11_;N ► ,� q'-I I/8° I + WASHER 6 8 , MEASURED VERTICALLY FROM SLOPED �z-+ 1- ge I5'-1" x 21'-6" - I c <' 4 HOOKUi'S = PLANE ADJOINING TREAD NOSING OR FROM c0 G.*H S-_-,� � I G -ICA FLOOR SURFACE OF LANDING. (NI• ♦ 303 51= -icv i—. ——m < , [Y _1 1---i P. ALL ELECTRICAL CAL AND MECHANICAL I CAL EQUIPMENT r" _ , -I 1 i 0_. Q „ ARE SUBJECT TO RELOCATION DUE TO FIELD r _ % , m S J' GOND I T ONS; CONTRACTOR TO VERIFY. 1 SOFFIT AT I/ ---�� h 1 1 m 8'=1" A.F.F. 0 O '� n _ 6 p 42" LOW WALL 1 24" T.�. T.F. .0 KEY: t: m m '� I=--= r I c m x kn ii i� �� .,'' ents 15 -el m DENOTES WALLS WITH TOP PLATE GREATER THAN U Q d RY I- " ', O O 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS III � jii a �q � �� iii = ��� � �u a cy 2 -6 / 4 Oii i� 42" LOW ■ m m _ FROM FLOOR DEGK TO PLATE u u Z Iii x v v T W m WALL 0 -7= O Q c u III r11 t11 .E-� S „ j , N _a FANTR -I -1 -'3L N_--- I . 1 N - . . -iN �' ,i / T R DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER Ln U IT Q 1s) , LINEN O? c1 - Q X t -�- '� Y p 1= Gar Culp = O N d / i RELEASE DATE: 12/23/10 I 3 I O °i 4 v1 m �/ iii m O 1 m / / ,( / REV II DATE /DESCRIPTION i v UNIT B&C REVISIONS aj W Q = 0 4'=q 10" 2'=8 12'=0" 5'=Si ♦ 1 - ,-- 04/01/2011 in / �o — / N---/----/ i / -' a /� m _� �� SCR ® '�•I�.�° sU T = J l D .. c� z b 8'-I l/8" m n 11 W.I.G. 11'-4" x 10'-q" , ' \ A ILI 0 ♦ '� :_____39 K I TC.HEN q �,I, ! 122 SE .n D/G=S.O = A/G=S.0 4 z V 1 IL 1 c\I 1°W� d T/ NjPI;T. J w bt1P. 11= il _I 1 �J I III I _ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ^ A 0 ♦ IS- ♦ I I III I ♦ ♦ _ o x r I � ® In 1 A I _ij Q@, cn w I co � � N A I 01 ° Q M A ' " -1' Q 5 -10 -112 N " N PROJECT TYPE / 4' / ° CIF 4'°12' II'6ei2' o / / / a I„ i G I 15-I I'I I N COMMUNITY NAME 0 S'-10" S'°10" J Summer Creek / or / I Townhomes ' 16 =O„ o LAWSON COMMUNITY ID 5=7 I =6 -71-0" I °2 1- / / / / / k 6 w / / /ildi G2 I GARAGE HANDING rx " 151-11" c:l;ff 2" Z Varies 16'-0" Z SPECIFICATION LEVEL 0 P) z 0) PLAN NAME w Q o NPC PLAN NUMBER z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 . JNIT C S : 0, 4\i, I , o ® I = /\ d TH I I QQ I . AN SHEET Cl we 2 9 1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 f Ranslow. Kevin / UNIT C - 2ND - 3RD FLOOR - FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C:DWS o 1 o CHASE 0 i N ,-FOR VENT WMSG302136 I I=3II • `+ ' -- -- WS118 W2436L •S036 1^11536R LIGHT > ..--, \ • � t..1N f / < >I �� / - (.2) c/] ;,, / — ,M,L,RB/� -—— - — / o,, // 24 — - Hoop I1�® V �� _/__/ j, I' ' REP. _ ■.9 CZ/ R(1) S Ct PACE O - < - mH r 1� //�iii////,/. //�/// ///// ' - / A i,/ v 11 I I . I L u J �Hr r^ ;",1 \\ / 0 ^, 0 i //%; �/, — , -�� - - - , E — 3 FILLER - - — L P-4 `r2 P... , / �— / A % %///////I I i \ i `I I - -- �� 812L 5836 DYV B2IR 824L RANGE 1-7841S D8418 830 a I -0 3'=O" 2'=02" 11-1 2'¢p =p _( 1 6�� 1� 6 2 6 i / / / / / / / / / / / ° / e / �1�, ITC K I TCHEN ISLAND ELEVATION PCIACER 5A71-1 RECESSES , LIGHT ;AIALL / / Allik 03)\ I 367 E7.V. �� x � \ -_ SAS FFLG m M0� W\ 1 __.) o w �-— 1 56 �.Y. _ r" IN ' , O 0 r `I R.O. FRAMING o, 1-_ 7 1 - U Ea >= L= am / / =L ,------, 1 Ii E-� V\i/ FLUSH HEARTH 1 YARI�� � �" I 4,0„,,1 01 I REFLAC VSDB33630L PRODUC11ON MANAGER MANTEL SECT ON © FF X, _..A\ VI EA Gary Culp AS 3'm0" RELEASE DATE: 12/23/10 SFE F I E REV fi DATE /DESCRIPTION Of UNIT B&C REVISIONS O AT ROOM 5A71-4 #2 0 ° A 04/01/2011 o OFT I ONA_ °- A w J cn 0 11-1,a, 0 vs ri LT,) A F— 1 W LIGHT a L \ w 1 A IP O A 4S"x 42" MIRROR in SHOWER w DOOR c=n NI- N — r Z PROJECT TYPE \ ,I____ \ o Ml� r--Tr-1,---1 _Vl� X I ' I I I o _, 0 a COMMUNITY NAME VA _ 1 / 1 _ m 1 / � Summer Creek J Townhomes \ o LAWSON COMMUNITY ID VSDB84836 LINEN W 0000 a _ W ce GARAGE HANDING 4'-O" z Varies oc 0 ®A N I S SATH C:) OIAINIER 15 A T 1 Z o SPECIFICATION LEVEL 0 0 Z U, PLAN NAME w J a U NPC PLAN NUMBER H o 1.0) N I NT I NTH I ® I ONS ? LA PLAN ID 00000 0 LEGACY PLAN NUMBER /NAME 0000 SHEET C-3.0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT C — INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3S 10201—TCG3—SUMMdER CREEK TOWNHOMES (PORILAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT C.DWG ELECTRICAL o1 SYMBOL KEY 0 , N LIGHT FIXTURES • '� cf 1 • i•-•4 -cid1 26 RECESSED GAN LIGHT BM LB RECESSED GAN - EYEBALL • -0- GE I L I NG SURFACE MOUNT LIGHT cm::) 1 0 - --0 - — — - -- - -- - EEO- WALL SURFACE MOUNT LIGHT °O LIGHT w/PULL CHAIN SWITCH �-' P2 APT I w WALL SCONCE M I A/G I ( � FLUORESCENT FIXTURE I j L , ' (LENGTH FT/TUBE) OUTLETS O ° o LOCATE i IN LINE �Fi-wp �> -wP > W/ LIGHT DUPLEX OUTLET r--� LS 9 o HB / 41 q ! lid CD°i \\ 44 SPECIAL PURPOSE OUTLET fI I , (i.e. W.P. - G.F.I.) 111 s 111 5 i I ® r lb / > "I _ _ .� :::: :::: ET.F. OhT. , ° ADD OUTLET AT �`+J, _ - - -- -- -_ _�iT, I OUTLE`fi, �I .�a,I, OPT.I� �I�®®M 2 - ---- 20---------- --- I OFT. O(PT. TV AND OATH 2 APPLIANG a DIRECT WIRE CONNECTION INTERIOR UNITS ONLY ,, 1 / PHONE PowER OrN f TELEPHONE OUTLET i' CFI � _, / i ITVI GATV (TELEVISION) OUTLET % \/-,- -. �\ I '+ - THERMOSTAT OFT. 11 - w 2-G'AR \ �RE��° / , =� " - _ UNDER-COUNTER OR TANr M \ FRO O1�i / // �• -, CONGEALED OUTLETS � \ J_- _ _ / _ , I \ / 'OPT. - / OPT SWITCHES Qi I / SINGLE POLE SWITCH \ , /Si, --� III 1 - - Q" 1 wrffd : _� i \ iii+ \ S3 THREE-WAY SW I TGH Q\4.pr n ` \ \ / /- 3� 2�p� 1 54 FOUR-WAY SWITCH { E--� wr `'� 1 / hi.I . - - <-9)---1 PP\ i r / N I Nom ® r _'' S USER DEFINED SWITCH O 5D III J SPEC T s!- f ! i_\ MI SG FIXTURES , w JO 3" iI 7 SD DN TO ii ! \ \ :� F r� EXHAUST FAN U -�] r�i I °O LIGHT , , l LJ U I ,4--.-4( r1:_, �'. -- ! 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ELEGTRIGAL GONTRAGTOR TO PROVIDE Y A I ' REQUIRED DI REGT HOOK-UPS/CUTOFFS. 1 I -- ± L J a HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE Z G. ALL ELEGTRIGAL AND MEGHANIGAL EQUIPMENT, MF (I.E. FURNAGES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME WATER HEATERS) ARE SUBJEGT TO N Summer Creek RELOCATION DUE TO FIELD GONDITIONS. J D. ALL SMOKE DETECTORS TO BE I10 V w/ Townhomes BATTERY BAGKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID NTERGONNEGTED TO ALL OTHERS, MAX IO'-O" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTOg GARAGE HANDING PER SLEEPING ROOM. E. PROVIDE AND INSTALL LOGALLY GERTI F I ED a Varies DETECTORS AS REQUIRED BY NAT ONAg. FIRE PROTECTION ASSOCIATION (NFPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT G I RGU I Tz PLAN NAME INTERUPTERS (CFI) AS REQ BY THE NATIONAL i ELECTRICAL GORE AND MEETING THE can NPC PLAN NUMBER REQUIREMENTS OF ALL GOVERNING GODES. = 1 5 7 1- ® .o. 1- C. C,' N =) Ti TQ z LAWSON PLAN ID V - 0000 LEGACY PLAN NUMBER /NAME 0000 1— I C A I . f- 1 c, 1 \� SHEET C1-4.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow• Kevin / UNIT C - FRONT LOAD - ELECTRICAL / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG FLOOR FLAN NOTES 20 -0 20'-O" A. ROUGH INTERIOR PARTITIONS NOTED OTHERWISE. ALL I/2" 00 '�ir/ cV nI / EXTERIOR WALLS ARE ( '� t ) 5 1/2" ROUGH. - ` '' 2" ' 1.1I-11 " B. ALL ANGLED PARTITIONS ARE 45 DEGREES • r 0 �' / UNLESS OTHERWISE NOTED. fj "n 4'-12" 2'-10" 121-62' I 6'-0" l3'-112" G. ALL CONCENTRATED LOADS SHALL BE • '� v1 / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, 2'°62" 10'=0" 3'-H2" 1O'-O"® POSTS AND/OR SOLID BLOCKING. • / / / / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING (0:7.) UNLESS OTHERWISE NOTED. �' cn E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL 4x6 POST OPENINGS UNLESS OTHERWISE NOTED. 0 III, ���, O NC F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE I= ■ ' � I SHALL BE (2)2x4 M IN HEADERS IN 2x4 WALLS. cz E, (79 OFT. G. ALL TRUSSES TO BEAR ON EXTERIOR MALLS � G. -AND/OR GIRDER TRUSSES UNLESS OTHERWISE „D '�O O O O NOTED. CJ) CO CO CO `) H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O 0 3 XS ' 3'x3. HANGERS SET SPACING FOR ALL TRUSSES. GONG c0 - GONG. I I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r-4 Piwi I PAD 1Z PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF SI SQ. FT. WITH MIN. - -\ - - ♦ ♦ ♦ ♦ ♦ '1\I \ • DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL ® SPECIALTY CODE. /_> 0 J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" r;4"' VERTICALLY IN WALLS > 8'-I 1/8" K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 1 1/4" TO 2" DIA. L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD INCLUDING RAILS AT OPEN SIDES OF STAIRS. ;/ O O o o M. ALL GUARDRAIL BALLUSTERS TO BE SPACED I r s SUCH THAT A 4" SPHERE CANNOT PASS BETWEEN BALLUSTERS. 2 GAR N. ALL HANDRAILS / GUARDRAILS TO MEET 2008 Q TANr M A A�7e OREGON RESIDENTIAL SPECIALTY CODE. 0 LD 8'-I I/8" 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 1---7 III-1" x 37'-O" 5q3 5F 6'-8" MEASURED VERTICALLY FROM SLOPED F--4 O PLANE ADJOINING TREAD NOSING, OR FROM Cf) FLOOR SURFACE OF LANDING. °--- 4'-32" 4'=12" II'=62" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w / / ARE SUBJECT TO RELOCATION DUE TO FIELD e ' CO O 4'=4" 4'-I2" II'-62" 9 CONDITIONS; CONTRACTOR TO VERIFY. d / / / �t -0♦ - \ < w N ♦ _ ♦ I O♦ w E---' O i w i ° m L 6x6 POST ® KEY: �--a I O STORAGE -ice DENOTES WALLS WITH TOP PLATE GREATER THAN (p 9 UNDER O 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS W 0 STAIRS I 1 ) p FROM FLOOR DEGK TO PLATE �' -IN �1- I PROVIDE GYPSUM - - L_ _J \-3OARD UNDER STAIR I 1 ` 1 � CIS i- AS REQUIRED BY -KA - -- = THE 2008 OREGON O 9 RESIDENTIAL CODE DENOTES DROPPED CEILING OR SOFFIT PRODUCTION MANAGER ``\ 2868 Gary Culp HDR @ 6'-8" RELEASE DATE: 12/23/10 01 ry i. /' , REV I DATE /DESCRIPTION ° W llJ ��I II ;' / i UNIT B&C REVISIONS fi II 1- 04/01/2011 o II O ;1\-1_01^1 w 1- -N = WALL a o e c<j A Fin 0 ly co / C..."t°E14‘ ° z 8'-O" 5'" ♦ (N w n I X y� - ' w -ICY IY II � � W O c) 1 'L Y m I w 'V N ♦ ♦ = A ti' o O 0 dJi - ° ° :(c � CA (A \ \ �-N,-N. —NV - ♦ ♦ ,= _ -IV ® of O-7O OGD -'Cl = w A ♦ ♦ _.J ♦ \ \ \ Li)♦ —- — — - -- — 1 in N. ♦ ♦ M x N `'1 PROJECT TYPE AI A2 Z MF En - o a COMMUNITY NAME N PA Summer Creek i 52" 2'=4" 3'=4" 2'=02'52" 5'=4" 6'-0" 5. Townhomes ,/ / 4' .. / / o q LAWSON COMMUNITY ID 82' '-3" '=42' 2'=012" 5'=10" Q000 / / / / / / J 2„ 8 =-1, I I�g4" I w 2" 8'=�2" 11'=4" N GARAGE HANDING ir 'r ' K ' 2 Varies 20'=O I 20'=O" a / X / o 4... z SPECIFICATION LEVEL o 0 0 z w PLAN NAME w J Q N NPC PLAN NUMBER • z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME "-- O NT LA I ' c . I ® A o000 J \, I T A ----- 0 ,..) \,,hA' 10 \%/ 5 AS AN:"‘ JN I T A ' le -T- 1 1 to ,Q1 1 AN SHEET A3-1 .1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT A - 1ST FLOOR - FRONT LOAD - NO WINDOWS J F:\BSB REPLICATED\PULTE PROJECTS\N3W102O1-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f t ) 5 1/2" O 1 2O=O ROUGH UNLESS NOTED OTHERWISE. ALL �N N I' / I i II / EXTERIOR HALLS ARE ( I' I' ) 5 1/2" ROUGH. l)• N 2 IcI =112 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • K / UNLESS OTHERWISE NOTED. (� CIS *if 5 '�S" 8'=q" �'=q2" G. ALL CONCENTRATED LOADS SHALL BE • 73 / ' ' / TRANSFERRED TO FOUNDATION VIA BEAMS, / > --, ® ® ® / POSTS AND/OR SOLID BLOCKING. • I ! D. • ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 2 =112 UNLESS OTHERWISE NOTED. 2 q'=52"10'=6" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL CA 0 / / / OPENINGS UNLESS OTHERWISE NOTED. 0 N - - - F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE PO 5'=5" 4'=02�� 4�=��� ��=q�� / / / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ;-+ SHALL BE (2)2x4 MIN. Ct Q.., 1::› GK G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS , I o 1Y 1 = AND/OR GIRDER TRUSSES UNLESS OTHERWISE 4 r� p = p O = = NOTED. ° p z _° 0 � 0 CJ) CO 1 ° $ Q cd3 i -° 1 -° H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® `n F HANGERS 4 SET SPACING FOR ALL TRUSSES. N 0 I- O 0 0 » 7O . O 1- ® � I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE P"'"'"i 0 m K cn Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I \ I I EGRESS OPENING OF 5.-1 SO. FT. WITH MIN. • \ \ i --F -* \ \ \ \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 41 -z ___ SILL HEIGHT NOT GREATER THAN 44" ABOVE 1 L _ I _ FLOOR, PER 2008 OREGON RESIDENTIAL I j Still i D/W SPECIALTY CODE. � r > SINK p J. PROVIDE FIRESTOPPING EVERY 8 -I I/8 /.4r ® ° - 15er.71WOM a �3e�f LOOM 2 VERTICALLY IN WALLS > 8'-I 8" I II =II" A/�,63�.06, 8'-I I/8" - 8'-I I/&' O q'-6" x q'-O" _® q'-8" x q'-8° cv K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV / ° 85 SF ° q3 5F ° TREAD AND TERMINATE IN A NEWEL POST OR _iry ^��'ll 0 G/`� I '4 I /'I O 0 SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" m y �' m p _ \ q'-I I/8" I Cl z ° O 10'-0" x 17'-2" D <( ° 5'-52" 5'=82' S2" 2'=82" I'-421"=O" S'-5" L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD ® ' \ 171 SF / J' J'/ k / J' / INCLUDING RAILS AT OPEN SIDES OF STAIRS. a F I� i K I TGHEN T 6 M. ALL GUARDRAIL BALLUSTERS TO BE SPACED + W s SUCH THAT A 4" SPHERE CANNOT PASS l�/= I - ��f068 �Ifi�/ 58 1 - I i 4068 BIPAS� °� 5'-6" 5'=72 -' 8=4 2 =6 -�� y I .,� BETWEEN BALLUSTERS.in/ / / , / .� —In N. ALL HANDRAILS 4 GUARDRAILS TO MEET 2008 �/ `� PANTS SOFFIT AT ° H m c; OREGON RESIDENTIAL SPECIALTY CODE. 0 C� �- --a /--(11" A.F.F. CA 5,$R C .6) _° i A Hi) v cy 5 R _ 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 -TN I I IL CA 0 1 c r 6'-8" MEASURED VERTICALLY FROM SLOPED `� p O co r,� < =72 • q -52 24 T.E3. 0 ° I I L _I ,'_\X PLANE ADJOINING TREAD NOSING, OR FROM �t � IX N = WAS°IER I I D- . 63 -in . _ FLOOR SURFACE OF LANDING. '�ii)7 .}� 13 I I O Q cg�� Tf-� 2 t~ -IN T. ,6 - HOOKUPS I 1 ° \ Iu —I(Y E--, � T.R. = 5-0 =016 4 216 ➢-n ,�____ ( ( 1 m z co P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT II ° �� 0 O _° 12" VENTED - r,r--- ® /A-5.0 ° / / / in -h l r-.-� ° I- p - ARE SUBJECT TO RELOCATION DUE TO FIELD SHELF N m _ e I I 1 D �I , _ z 4T. CONDITIONS; CONTRACTOR TO VERIFY. H O P1�1t71�. 2468 \ --I ° i i O ��1.5.X -° 66 _ T.P ` = Q w I-1 .i--L.11 __________,,_ '1880 S.R.O. . I 5080 S.R.O. . 1 3468- R.' _ - , croT04„ .9 co KEY: —ic 1 // m = I `�6 -I� —� / f / / IJ I DENOTES WALLS WITH TOP PLATE GREATER THAN < P i 116 9 to 9 — K = 8'-I 18" ABOVE F - T CONTINUOUS ,' ° q) Q - . 5 " _° I , Ii ° ° -IN X O T.P. T R- —ICI / BOV LOOK SUDS TO BE [--+ o 9 O m v < O G TEA - cc < Q to ' OY�t1�l t�'S ��.Ti-� to FROM FLOOR DECK TO PLATE �.{ V Lu 42 LOW 1- 1 < /, LL I �o c z I�=_ J/A=5.o CIS Cs-, O Iii42" LOW rn O p Alk 24" T.B. �? (v G _ T OO I -_ - WAL I X le DENOTES DROPPED CEILING OR SOFFIT d- 1 PRODUCTION MANAGER Z � �'-I I/8" I Q -in Q Ig'-I" x 17'_4" I -icv Ip r Q '�� co Gary Culp r x 254 SF I T H �-iN 4'-52" 2'=6" IS'-2" .9 D- cl RELEASE DATE: 12/23/10 / / _ / = I -- _ H- i / REV # DATE /DESCRIPTION - /� � / �/ UNIT BE REVISIONS ° MATOHL I NE 'A' — A - Q L MATS{-f1-1 NE A _ N 04/01/2011 min • \ \ o mummy u p e ° = a 9 S4.R OJ/MNefit S SUITE -Ici A ° J (`I IBM L = I I 8'-I 1/8" < 151 SF c., A ILI 0 - M.I.G. 13'-10" x II'-II" N cyl= 1\\ 1-u A IF I' 2468 m 1 ce - r a O O I TEMP. . w /� Cl` ( \ \ \ I HI III Ii \ ♦ U, A \ o = p I QO � _ In ° X _ Qo r A IL cp (y X _+ I r = _ _ ` o @ L .9 *--'r I p (Y I 0p O O (Y 1 © w Q _i N NQ N N O Qi kY Z PROJECT TYPE Al ,, Q A2 Al A2 ° MF -.-- -.-- 411, --I I„ a COMMUNITY NAME 51-112 1 -4 6 =0 61-0 w / .r / / / A N Summer Creek 3=112 41-0" 61-0" 6 -o 5'=52" 2'-8" J Townhomes / / / f / ! / ' o LAWSON COMMUNITY ID 7'=112" 12�=0 / 7'=I I2 / 12 =0 , a 0000 / / I I Iq'°112" a " I�i'=112" GARAGE HANDING ' '� ' z Varies 1 20�=0� 20'-0" a z SPECIFICATION LEVEL I 0 z N PLAN NAME w J Q U +n NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 J NIT A 5------ C- C \%. I LC ,C) ' , AN U NT A THH I I ® ® AN SHEET A3.2.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - 2ND - 3RD FLOOR - NO WINDOWS - FRONT LOAD / F:\BSB REPLICATED\PUlIE PRJECTS"J 3W102D1-TCG3-SUMMER CREEK TQWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT A.DWG o NN CHASE 0 N '-FOR VENT • Cj SOFFIT • *� ,� ;NM 5C30::136 °II A.F.F. W2456L WSQ36 W5036 ASO56 W1556R 1^13618 HOLD CABINET OUT 12" FROM WALL •/:/ f " 5 �, — — — I/2" I/2" FILLER - FILLER FILLER -- 1- 1RO/ O \ — — -- — --- --- HOOD —� O Ii —�- - I I 1 J '-, a) REF. fa-4 M SPACE 1 -N I I I r i i 11 r^ ,/,/, / �/ ` - L LI J � L LI J 1 \ /,i 4 , / 1 I 1 ,- -1 1 - 0 a o . / 1 , 3" - - — — - — "�► FILLER i�- - i �i / Pwaill T P-1 / ,// i , ,/ ;/ I I I ' 5181... 5836 VW 5D418 530 RANGE 530 524L D5418 I '-6" ✓'=O" 2 I=02" I'=6�� 2�_0�� 2,_6„ 2 6�� 2 6 2 0 16 .. / / / / / / / / _ / / / / / �∎f` A K.1 TCHEN KITCHEN S AN r) ELEVATION KIT 4 N , I 1-4" LIGHT \\ / REOESSED g" AEOVE ` Q MIRROR I.E.-__Ti = TO 0 7....___T. �_ 1' GAS FFLC W o I DINING � -Id \ 56" .V. 0 , � - o R.O. rRAM I N 1—+ FIREFLAE - - / / F-' W W/ LUSH VARIES F-+ / HEARTH �, I EXH. VENT / � �--a \ -' \ \ — \ I � � PRODUC110N MANAGER MANTEL SECT I ONl @ -'7=F_C P_AN V MAI Gary Culp AS RELEASE DATE: 12/23/10 SFE IFIE REV# DATE /DESCRIPTION Q UNIT B&C REVISIONS ® T c--_______) Y IGAS .O. O AT ROOM 04/01/2011 o OPTIONAL A w N A Wit p 1— V' 11 1 LIGHT Z A IF 1 w a w LIGHT - w! A 1 O A Illin 0 4S"x 42" s X 36"x 42" MIRROR Co --, n MIRROR Co - i w _ - N A _ r j r--- , a". `� PROJECT TYPE I L �1--,L, J r ` I = Z 1 i i N I 0 CL . I ' 1 -1.�_ -n Summer Creek . 5 VSD63363OL VS17584E356 Sj Townhomes 0 LAWSON COMMUNITY ID 5'-0" 4'-O" W 0000 / / / / w ct GARAGE HANDING 0 SATH #2 . O iN IS SAfi a Varies w Z SPECIFICATION LEVEL 0 0 �' 0 z ri PLAN NAME a v) NPC PLAN NUMBER o Lo) N I T A INTE10 E- _____ I VATIONS z LAwsoN 0000 PLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET A-3.O (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / RansIow. Kevin /_UNIT A — INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOIMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT A.DWG ILECTRCAL o1 SYVROL KEY 0 N • N � LIGHT 1IXTURES , ci t C 21 REGESSED GAN LIGHT an LJ RECESSED •GAN - EYEBALL • /••••1 til GE IL I NG SURFACE MOUNT LIGHT t 0 FS- WALL SURFACE MOUNT LIGHT °O o - - q 7i LIGHT w/PULL CHAIN SWITCH rci fa, t-i ® WALL SCONCE ca-1 t FLUORESCENT FIXTURE ( ) ' ' (LENGTH FT/TUBE) ,- - - -, ! OUTLETS 0 ° Q OPT. GATE IN LINE iA/C i DUPLEX OUTLET IN GFi=wP 1N/ LIGHT ( , i GF-1/NP ,et H5 7 419 L t (�o� j SPECIAL PURPOSE OUTLET `� •, (i.e. W.P. - G.F.I.) Iiiill ___;. ',LI/ \ ' I L-1) A .1]S /N \I SWITCHED DUPLEX OUTLET COD b 0 1 1— — ---- i - `�-.i I____ _ Q20 RANGE/DRYER 220V OUTLET ' —ICI r •, - - 1 0 r 0 �Er,ROOM B E�L�fiROOM 2 APLb NC © DIRECT WIRE CONNECTION r — � POWER MI a OFT.EI-- OPT. -1 TELEPHONE OUTLET -E)). t.G'I v- I I G'1 GATT/ (TELEVISION) OUTLET 711 �, I .f 1 - \ t 8- / - \ O / -0 THERMOSTAT L 01 , iG I TG+9+ N DINING 1 O \51:7 _ _ _ UNDER-COUNTER OR -'t Mk I Ilm , -- N GPI I-n �' � CONGEALED OUTLETS Q \ \ / 5' SWITCHES Q \ a - - _ — r SINGLE POLE SW I TGH II � 53 THREE-WAY SWITCH O - Iii0D SAT + 2 2-CAR i lik 41., IrA• 4 n 'T'ANI:7 M 1`JI _` 1 ' / / ` 54 FOUR-WAY SWITCH E--, r GAAG 0;I I -e- -+ I ® — — - < 1 11 - / _+ ` / •— i ' SPEC USER DEFINED SWITCH O 1 -/E13 _ 0 � �!^ to !-" - `� MISGIXTUR�S ,� r� i 1111 i Ss EXHAUST FAN U � .I *ø €4 -€4 — • \ �� I r o EXHAUST FAN/L I GHT `�7 ® ' I \ 1 ® SAT r-411 r W J / ;,� v 5D �. / EXHAUST FAN/LIGHT/HEAT '�'EJ^1I RE G `� 1 \ F-� W W _ FOR 1 -- N BOOM �-4–, .�^ ��! - ® SMOKE DETEGTOR 44` DN TO sD ----_-; OPENER / DNi TO OFT. 1 i iC L I HT \ ®PT. OUTLET BUTTON / OFT. OUTLET, - ® -- 111 ELEGTRIG WALL HEATER LIGHT PRODUCTION MANAGER , _ - - - , \ TV AND Gary Culp / PHONE �/ 5 RELEASE DATE: 12/23/10 UP TO / �� -� ( PANEL ELEGTRIGAL PANEL LIGHT r 1 \ / A `�` , ,,� — , REV DATE /DESCRIPTION 11 1 \ UP � ,.-. \ EMERGENCY LIGHTING-Ill A UNIT B&C REVISIONS IFex-�I EXIT SIGN o 04/01/2011'TO L I I '1 - L.I BHT ,^ /i��`� OFT. — — — — ;. \ 1 , G L ®� � BASEBOARD ELECTRICAL W A - I l , L-�, / /- HEATER a can ,—' / - 4 / J O1�4NE S IQ DOORBELL GHIMES A ILI (N EL�EGTRIG / !, ' i W ,LL MOUNT / OPT.— — — —OFT. 1N.I .G. eU I DATER • ------------ 0 DISPOSAL Z , I — A 1(1 _ - ,34 ,1 ,1 1, , I-13 11 If-ri % a o_c 1 1 // F J OPT CEILING FAN/LIGHT A i, i" H - � 0 `i H w \ — — I HI I I III III I — ----------- - -- --- - - -N '( I FLOOD LIGHT O 1 36 I - - IT 1 r ELEGTRIGAL PLAN NOTES I A. ELEGTRIGAL CONTRACTOR TO PROVIDE N w A L.— J REQUIRED DIRECT HOOK-UPS/CUTOFFS. B. HVAG GONTRAGTOR TO VERIFY THERMOSTAT N LOCATIONS. PRO,ECT TYPE Z G. ALL ELECTRICAL AND MEGHANIGAL EQUIPMENTU, MF (I.E. FURNAGES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME WATER HEATERS) ARE SUBJEGT TO N Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ Townhomes BATTERY BAGKUP, WIRED IN SERIES, 0 LAWSON COMMUNITY ID INTERGONNEGTED TO ALL OTHERS, MAX 10'-0" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTO GARAGE HANDING PER SLEEPING ROOM. �' z Varies E. PROVIDE AND INSTALL LOCALLY CERTIFIED a SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME INTERUPTER5 (GF I) AS REQ BY THE NATIONAL ELEGTRIGAL CODE AND MEETING THE 6 REQUIREMENTS OF ALL GOVERNING GODES. "' NPC PLAN NUMBER II I I S I ® ® ® ? LAWSON PLAN ID „ 1 0000 LEGACY PLAN NUMBER /NAME 0000 El H I I CA I I - C) ® I AN SHEET. A3-4.1 (c) Copyright Pulte Home Corporation – 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT A - FRONJ LOAD - ELECTRICAL -NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\NiW10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - ONIT &DWG o 1 NN ® N • ,...4 cin "). ,,L,>, LAYERS 5/8" TYPE "X" EXTERIOR 8 ' 1r--4 I" AIR SPACE (2) LAYERS 5/8" I" AIR PACE GYPSUM BOARD ON 1" AIR FACE TYPE "X" EXTERIOR (2) LAYERS 5/8" SPACED 2X4 STUDS (2) LAYERS 5/8" M--� cn 0 0 GYPSUM BOARD ON TYPE "X" GYPSUM 16 O.G. I, TYPE "X" GYPSUM w CORROSION SPACED 2X4 STUDS BOARD ON SPACED CORROSION +� BOARD ON SPACED RESISTANT I I 16" O.C. 2X4 STUDS 16" O.G. I S 1/2" SOUND 1� I METAL t ' W I ► ► RESISTANT METAL ATTEN. 1 ► 2X4 STUDS 16" O.G. AIR SPACE d� ►� FLASHING A ►• ( 1• 7i 8 FLASHING . AIR SPACE —� I BLANKET . , �� �q I fI FIRE AFIN - AIR SPACE V ►� ► ►, FIRE RE SAF I NG ► ► >° S G 1� ►� PORCH ► lk I STAPLED IN PLACE ► ;1� STAPLED IN PLACE @ 1 1 FIRE SAF I NG ¢.,0 ...... 4•� 10 =0" O.G. E/W TYP q" RE NF. GONG. • L: 10'=0" O.G. E/W TYP UNIT FLR. STAPLED IN PLACE Q..,Sill SLAB . I �,I���� SLAB �����/� giRMAT■��� ' P.T. 2x4 SILL PLATE I� ► P.T. 2x4 SILL PLATE P.T. 2X4 SILL. ON SILL SEALER W/ p ON SILL SEALER W/ _ _ — — _ PLATE ON SILL 1 1 I I!' I/2" A. BOLT @ 48" A I �!I I/2" A. BOLT 48 1 SEALER / I/ " A.O. . •� I I O.G. A .I� I I I-►- Q BOLT © 48" O.G. ® N 1 I ►♦t I I 1 ' } I J I 1 u i Hi 11 6 MIL 7 I 1 11 PORH SLAB MIL VB. J �♦� I I 1 L VAPOR � L I II J UNDER 2 p �� 4" RE I NF. SLAB ON — 1 1 1 1 1 I I I 1 1 1 1 1 ' ' BARRIER — IIIII SAND ♦� ►� I ►� GRADE p UNDER 2" .• 7 ���, - - - - -- - SAND ♦� p c� 1 1 6MIL v.B. •. • D I Ili1 GENTERL I NE OF ,4 GENTERL I NE OF H p 4 CENTERLINE OF 4"P 4 PARTY WALL, ALSO ►j 4"P 4" PARTY WALL, ALSO ►� 4" i4' PARTY WALL, ALSO / / v/ PROPERTY LINE ;` / / PROPERTY LINE ♦4 . / I / PROPERTY LINE 8 b ' ' 8 , 1 4 a" I1 o i `� p 11 i7 _ V7 1 j>p N'X II i i7 G - - I SEE STRUCTURAL G — —145A SEE STRUCTURAL c —d_.--tl SEE STRUCTURAL FOUNDATION PLAN FOUNDATION PLAN > FOUNDATION FLAN — _ FOOTING SIZE AND — FOOTING SIZE AND FOOTING SIZE AND Cn �i REINFORCING ►�—J = RE I NFORG I NG _ = REINFORCING _ IIIII I IIIII I - 0 W PARTY BALL FOOTINS PARTY WALL FOOTINS PARTY WALL FOOTINS SCALE: -I 2 -I-O AT PORCH TO PORCH L / AT HOUSE TO PORCH SCALE: I I/2"=I' O" AT UNIT TO GARAGE SCALE: 1-1/2"=11-0" H V w U PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV I DATE /DESCRIPTION A UNIT B&C REVISIONS \ 04/01/2011 0 J W A J 8" A !: O V' I- 11 I ' AIR PAGE cw A 8" \\ - (2) LAYERS 5/8" Lu " AIR SPACE TYPE "X" GYPSUM I O (2) LAYERS 5/8" BOARD ON SPACED �, N 1 ►� TYPE X" GYPSUM •� ►. 2X4 STUDS 16" O.G. w E G SU A O ,�, � BOARD ON SP'AGED � � . lU S 1/2" SOUND I 2X4 STUDS I6" O.C. ` . B I/2" SOUND u_ ► FIRE SAF I NG hi■-,A TTEN. --' AIR SPACE . ATTENUATION 1 A BLANKET ►. I r STAPLED IN ► ► BLANKET cn ► ► FIRE SAF I NG PLACE @ 10 =0 I . W P.T. 2x4 PLATES ON W GARAGE ► ►� STAPLED IN PLACE @ O.G. E/W TYP — A 1 •► SILL SEAL W/I/2 A. FLR. � �� 10'=O" O.G. E/W TYP _ M cn ►��'��-i� P.T. 2X4 SILL PLATE -� .: -�� BOLTS @ 48 O. . EA. N •:��� PLATE PROJECT TYPE 1 �� ON SILL SEALER W/ v v 11 E3ATT I •I I I/2 A. BOLT ® 48 ��; I :�` o ( 1 O.G. �4 III I A a > �� I 1 ♦� w COMMUNITY NAME 2X6 P.T. SILL �^ ti CORROSION RESISTANT — —�— --- — I I — —'— "— ,j 1 1 ►4 4LINF. ONG. J Summer Ck I ML I I L _L RE I NF. SLAB oN I I ' I tl' SAB 5' Townhomes SEAL ' I GRADE — L J 1 IL J o LAWSON COMMUNITY ID 6 MIL VAPOR ■ I — — — — — ,♦, I „ 6MIL VAPOR ,- BARRIER UNDER 2 I (2) 4 CONT. TOP OF o ►♦1 v ' ►4 BARRIER UNDER 2" Q 000 SAND _ WALL D I 6MIL. VAPOR ♦, 1 ■4 SA D W ° 4° n .( SEE STRUCTURAL FOR BARRIER ; D ■• ce GARAGE HANDING .4 1 REINFORCED FOOTING, �♦• I ►4 in Varies L I 1 TIE=DOWNS, SPECIAL 4„t1 4 CENTERLINE OF ♦4 4�j� 4v N I/2" A. BOLT 1► .1 I NAILING .$ OTHER NOTES / ��/II / PARTY WALL, ALSO �t� ►♦� o 48" O.G. ►� J FIN. GRADE g„ PROPERTY LINE ►♦∎ 8" ∎i o ♦� SPECIFICATION LEVEL % ° / / ►`, ►� R-I5 RIGID I SUL. ►i� MONO-FOUR OF FND. ♦� I ♦� °z ALLOWED OPTION I ♦ I o PLAN NAME 4 / °v GL.OSED STORM DRAIN 7 N / p � •I � � NPC PLAN NUMBER / / - - - ' z �� ° ° • F TER FABRIC OVER c — _ SEE STRUCTURAL G — Z .�i+o ERFORATE]� FOUNDATION PLAN — LAWSON PLAN ID ° '�_ ° �o RAINAGE TILE IN FOOTING SIZE AND 0000 o�i`a° GRANULATED = 1I _ RE I NFORG I NG SEE STRUCTURAL LEGACY PLAN NUMBER /NAME ° o •l1 BAGKF I LL - FOUNDATION FLAN O O O O I - FOR FOOTING SIZE 1 VIII, AND REINFORCING (2")HALL ASSEMBLY PART'( WALL FOOTING PARTY WALL FOOTING SHEET PARALLEL 6 PARR TO PROPERTY LINE SCALE: I =I-O AT GARAGE TO GARAGE SCALE: 1-1/2"=T-0" AT UNIT TO UNIT SCALE: 1-1/2"--1'-0" AD.1 (c) Copyright Pulte Home Corporation - 2009 • I 1 1• us • iii 0, ..- *1 .1 • : • i • :1 • • •►$ ► t 1 1 - - uu i► ► . •AA►lIu 'I:I Ii• : • . I 1 : 1 : Ili E 1 0 N N N � • cn c•:) w cu 7i o 71.)'-' rldri ct fa. / / / -4-0 ►-1 Mir Mir all � � -1-)y ;_ ;,_:;—;=V I" AIR SPADE N 0 / / i A FIRE RET. PLYW'D " SHT'G W/IN 4'=0 OF (2) LAYERS �/� r--+ 7 P°111 TYPE "X" GYPSUM I PARTY WALL I BOARD ON SPACED I ROOFING ON #30 B.P. ►1 ' ► 2X4 STUDS I O.G. STEP FLASH I NG ON PLYWOOD ► I ► 2x6 I SHEATHING NG ►1 ' TM I ► 4x6 -..� _ 1 ► .: II 1 (4) I/2 ' FIRE SAFING ♦ 2x FURRING @ 24" DECK SCREWS STAPLED IN ' O.G. , ►� �` (�) LAYERS �/8 T (2) 2 1/2" PLACE k. .. ite DEGK SCREWS NON=BEARING GABLE : ►1 TYPE ��X 2x4 @ 5° END TRUSS (I) RIM >✓ . FIRE EXTERIOR GYPSUM : lk JOISTS SAF INS SHEATHING ON 2X4 (2) ROW STAPLE IN (2) 2 1/2 (2) LAYERS 5/5" ELK'S CONTINUOUS I I I STUDS, IC" O.G.• DEGK SCREWS ( TYPE "X" GYPSUM @ PERP. GOND. ► PLACE FIRE I DEGK BOARD ►• BLOCK I NS I MATERIAL h' � �► 2x4 � I I PER BUIL]�ER I" AIR SPADE ∎∎ 1 BLOCKING ►1 > 1 TREATED 2x8 .' \ /\ DEGK JOIST :Hp ► 3 1/2" SOUND I w RIPSE BRACKET TRUSS AT PARTY V4ALL 1 ■11 3 I/2" O On 1 SCALE: I-I/2"=I'-O" 2-HOUR WALL SCALE: I-I/2"=I'-O" ► I ► .., A f ► (2) RIM JOISTS —� � v 1 (I) ROW ELK'S w PARALLEL GOND. I FRAMING PER FULL LENGTH 2x4 BLOCKING / 12" / ENGINEER = FIRE RET. PLYW'D . NAILER FLOCK 10'=0" O.G. MAX U _Q 4 -O SHTG w/IN 4 =O OF ► / ' 41-0" MIN� M I� PARTY WALL ► .• >< @PARALLEL COND. I < LL .','' CEMENT FIBER ROOFING ON #30 B.P. 1 I LAP SIDING ON ON PLYWOOD . I \1 " AIR-F I LT. PRODUCTION MANAGER iIIA SHEATHING . , ► BARRIER Gary Culp ( 1 , RELEASE DATE: 12/23/10 FIRE SAF INS 2X FURRING @ 24" � , ► 3 1/2" SOUND AIR SPACE - STAPLED IN ii:0144 O.G. 1 I BLANKET I I I I REV DATE /DESCRIPTION PLACE 1 ►. I AI's SPACE UNIT B&C REVISIONS NON=BEARING GABLE I y cn A UNIT B C 1 ail END TRUSS o a A 1 (2) LAYERS /8" L . �, , STEPPED PARTY' I'1ALL PARTY hIALL DEGK UM A d N ..nn BOARD 2-HOUR WALL SCALE; 1 I/2"=1' O" 2-HOUR WALL SCALE: (-I/2"=1' O" t Jr }- tl W A 1— N I h, W Etw (2) LAYERS �/8" TYPE "X" GYPSUM I" AIR SPACE (2) LAYERS 5/8 i" AIR PAGE � A i Q BOARD �� ``' � � I 8 TYPE "X" GYPSUM �� (2) LAYERS S/S' N �I 1" AIR -PAGE BOARD ON I I TYPE "X" EXTERIOR T /� O SPACED 2X4 I GYPSUM S�fEAT# ING TRUSS AT PARTY IALALL STUDS O.G. CORROSION I I I ®N 2x4 STUDS, o RESISTANT ( I O.G. �, And. 2-HOUR WALL SCALE: I-I/2 I -O I I ~ �r . I -- 3 1/2" SOUND METAL w �� ■ ATT. BLANKET FLASHING I �I� AIR SPACE ;iII 1 - /4" T4G I I " (�) LAYERS 5/5" ► I 1 P.T. 2x4 SILL PLATE N I TYPE "X" GYPSUM ..� PLYWOOD I �}` ON SILL SEALER W/ zo PROJECT TYPE BOARD ►1 1 sHEATH I NG .� n — �' /2' A. BOLT 48 �, VIF 3/8 TYPE X R=21 BAIT INSUI=. I 'i O.G. o GYP. BD. MIA - 1 I I •, R 2I BATT INSUL. r�.� 1 °- COMMUNITY NAME R=4� BATT I , ►C 1 I i = = N Summer Creek Au" I INSULATION ir hi R=4� BAT,- �s -- 14" FLT. TRU�� � _ LL I Townhomes ` INSULATN FIRE SAF I NG FIRE SAF I NG ; T� 11W1 I 1 STAPLE 1 N r 03 PER P1�AN _ o LAWSON COMMUNITY ID STAPLED I N PL AGE . I I I PLACE a 0000 NAILER BLOCK 41111�., o� (I) RIM JOISTS - p GRADE f ;� (2) ROW ELK G � FULL LENGTI� ( • C� PARALLEL GENTERL NE OF GARAGE HANDING • PARTY WALL, ALSO Al >C GOND. Varies 2X RIM JOIST FIRE SAF INS 4" 4" PROPERTLINE�� - _ /A ;rc i N Z SPECIFICATION LEVEL I/1 �!: I (I) RIM JOISTS ►� 111 5/a" TYPE ��X�, / 1 / GYP. ��. O (2) LAYERS 5/S . (2) ROW BLK G ► 1 Z GEMENT FIBER LAP 7„ TYPE "X" GYPSUM �4 „ (2) LAYERS 3/8 PERP. GOND. ►• I ►1 I w PLAN NAME I repol BOARD ON SPACED r�� TYPE X GYPSUM . 1 (2) LAYERS 3/S SIDING ON A 1 R=F I LT. � TYPE "X" GYPSUM ! -� BOARD ► I ► �/� TYPE X i BAi�RI�R ON ► `,► 2X4 STUDS I� O.G. . ��. . . �7 NPC PLAN NUMBER G . BD. SPED I E �-: 1 ► 1 ► ► BOARD c=_ 1 ► ► 1 ► 11 1 _1 I o "X" SHEATH INS . -. ►1 I . ► 11 AIR SPACE z LAWSON PLAN ID 5/� TYPE x - I =21 BAfifi INSUL. 1r —� SOUND BATT ► , ► SOUND BATT ► I i SEE STRUCTURAL GYP. E . I 1 AIR SPADE 1 II AIR SPACE III = FOUNDATION PLAN 0000 _ - FOOT I NS SIZE AND LEGACY PLAN NUMBER /NAME ti /� 1 I > REINFORCING 0 0 0 0 I" AIR SPACE I" AIR SPADE 0 10 PERIMETER V4ALL @ 2ND FLOOR STEPPED TRUSS @ PARTY PALL TRUSS AT PARTY MALL PART'( PALL @ 2ND FLOOR PARTY MALL FOOTINE @ PECK SHEET - SCALE: - "_ '- SCALE: I-I 2"=1'-O" 2-HOUR WALL SCALE: I-I/2"=1'-0 2-HOUR WALL SCALE: I-I/2"=1'-O" ADo2SCALE: I I/2 10 2-HOUR WALL SCALE. I I/2 10 2-HOUR WALL / (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.2 / F:\BSB REPLICATED\PULIE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG =-\:-RA °O 1 412, N ® N 4'=O" MIN. , 4'=0" MIN. cj USE FIRE • I-4 zi v1 RETARDENT PLYWOOD APPLICABLE "GENERAL EXPLANATORY NOTES" > --, SHEATHING W/IN 4' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN • !mmi OF PARTY WALL MANUAL, 15TH EDITION w NOTE # II. NAIL DIMENSIONS INCLUDED IN SYSTEM -- ROOFING ON #30 D OESCRIPTIONS THROUGHOUT THIS MANUAL SHALL ° COMPLY WITH ASTM F 541 OR ASTM G 514. OTHER �' PLYWOOD DIMENSIONS NOT LESS THAN THOSE SPECIFIED I N THE v '! B.P. ON PL NAILS, SUITABLE FOR THE INTENDED USE, AND HAVING g- SHEATHING t��-+ � ® DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED BASE LAYER 5/5" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE I FIRE 5AF NG STAPLED IN PLACE IO'=0" HORIZ AS SUBSTITUTIONS. R 1.451 APPLIED AT RIGHT ANGLES TO EACH AND VERT. 2. FASTENERS INSTALLED ALONG THE EDGES OF SIDE OF DOUBLE ROW OF 2 X WOOD I GYPSUM BOARD SHALL BE PLACED ALONG THE ;mil t ' STUDS 16" O.G. ON SEPARATE PLATES (" PAPER BOUND EDGES ON THE LONG DIMENSION OF THE ;"'1 CJ) n LOCATION: 2 HOUR PARTY WALL :� I BOARD. FASTENERS AT THE END SHALL BE PLACED ® O APART WITH 6d COATED NAILS I-7/8" ALONG MILL OR FIELD CUT ENDS ON THE SHORT • N 0 ASSEMBLY: WP 3020 ■ LONG, 0.085" SHANK, 1/4" HEADS, 24" I DIMENSION. FASTENERS ON THE PERIMETER OF THE » n GYPSUM ASSOCIATION j �� O.G. FACE LAYER 5/8" TYPE X GYPSUM BOARD SHALL BE PLACED ALONG 50TH EDGES AND DESIGN �� WALLBOARD OR GYPSUM VENEER EASE (X)' 0 LAYERS 5/5" TYPE ENDS.I MANUAL 11TH EDITION ■ APPLIED AT RIGHT ANGLES TO EACH 1 • SIDE OF WITH Sol COATED NAILS 2-3/8" 1 I EACH SIDE OF DEL (STUD SPACING AND SIZE �► LONE, 0.100" SHANK, 1/4" HEADS, 8" O.G. ROOF TRUSS PR®VIDE PREMFR. SCHEDULED 3. AGREES MEETING ASTM G OR ASTM G q54 SUB SCREENED VENTED SHALL BE PERMITTED TO BE SUBSTITUTED FOR PER STRUCTURAL 2X STUDS �� ' SHEATHING PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD �∎ JOINTS STAGGERED 16" EACH LAYER I BLOCKING DIAMETER, LENGTH AND SPADING EQUAL OR EXCEED TM DRAWINGS.) ■ THE REQUIREMENTS FOR THE NAILS USED IN THE 3 I/2 SOUND ∎S �, AND SIDE. SOUND TESTED WITH 3-I/2 COMPOSITION TESTED SYSTEM. ATTENUATION BATTS GLASS FIBER INSULATION STAPLED TO I R=4q BATT INSULATION ROOFING ON 30# ►j•v' FIRE RATING: 2 HOUR tY STUDS IN STUD SPACES ON ONE SIDE I" AIR-SPACE I ' E.P. 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE �∎ AND WITH NAILS FOR BASE LAYER i SPACED 6" O.G. HORIZONTAL BRACING THE EDGES PARALLEL TO FRAMING MEMBERS. S.T.O. RATING: 55 TO 5Q (SIMILAR TO WP I 2X TRUSS TAIL HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE 3810) 2 LAYERS 5/8" GYPSUM BD. REQUIRED AT MID-HEIGHT. (LOAD THE EDGES AT RIGHT ANGLES TO THE FRAMING ■ BEARING) `'' ail" \ r PREFIN. FLASH'&. TO MEMBERS. INTERMEDIATE VERTICAL FRAMING 2 LAYERS 5/S' GYPSUM BD. �� S )4FJ 1� GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EES t d 4* 1 J. �� — � � OR ENDS OF THE BOARD. 3 1/2 FIBERGLASS SOUND ATTENUATION EMOIMI No--.011 BATTS PLACED BETWEEN STUDS. ik GYPSUM OARD 5. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS ....,, 7\ OF ALL SYSTEMS, EXCEPT THOSE WITH 1 HOLD INSUL. DOWN PREDEGORATED OR METAL COVERED SURFACES, alb EXTERIOR SIDE: ONE LAYER 45" WIDE 1� FIRE SAFIN& STAPLED W/ BAFFLE TO • SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS SPECIFIED IN GA-214 RECOMMENDED SPECIFICATION 5/5" TYPE X EXTERIOR GYPSUM ■ 1 IN PLACE 10°O HORIZ VENT AT EAVE PREFIN. S.M. LEVELS OF GYPSUM BOARD FINISH) AND FASTENER RZP SHEATHING APPLIED PARALLEL TO 2 x 4 AND VERT. . GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER LOCATION: I HOUR FIRE WALL GALVANIZED ROOFING NIA LS 4/'�O.G. AT � � 3 I/2" SOUND m . SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS Cr) IL 1 1 ATTENUATION BLANKET TAPED. VERTICAL JOINTS AND 7" O.G. AT V1 INTERMEDIATE STUDS AND TOP AND � • 2X4 STUDS 16"O.C. • 6. WHEN A FIRE RESISTANCE RATED PARTITION `ASSEMBLY: WP 8105 W_ ►�GYPSUM ASSOCIATION EXTERIOR SHEATHING BOTTOM PLATES. JOINTS OF GYPSUM 1� (2) LAYERS �/8" TYPE R=21 GATT INSUL. • EXTENDS ABOVE THE CEILIN , THE GYPSUM BOARW ESIGN ►� SHEATHING MAY SE LEFT UNTREATED. JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE MANUAL 1TH EDITION �� EXTERIOR CLAING TO BE ATTACHED 3 1 1K "X" GYPSUM BOARD ON . TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE 1 THROUGH SHEATHING TO STUDS. ►� 1 I SPACED 2X4 STUDS IS" MET.(STUD SPACING AND SIZE (I) RIM JOISTS ► 1 O.G.1 1 R-2I BATT INSUL. Q) THE CEILING IS PART OF A F1REmRESISTANGE PER STRUCTURAL 2X STUDS INTERIOR SIDE: ONE LAYER 5/5 T(` W BLOCKING 1 !• I" AIR SPACE GYPSUM BOARD RATED FLOOR-CEILING OR ROOF-CEILING SYSTEM. DRAWINGS.) GYPSUM WALLBOARD, WATER-RESISTANT 1 1� �� b) ALL VERTICAL JOINTS OCCUR OVER FRAMING 3 1/2" SOUND GYPSUM BACKING BOARD, OR GYPSUM FIRE SAFING STAPLED �'-' ..-" MEMBERS.ATTENUATION BATTS VENEER EASE APPLIED PARALLEL OR IN PLACE 10'mO" HORIZ U c) HORIZONTAL JOINTS ARE EITHER STAGGERED w AT RIGHT ANGLES TO STUDS WITH 6d 1(.111 I�AND VERT. 24"O.G. ON OPPOSITE SIDES OF THE PARTITION, OR FIRE RATING: 1 HOUR COATED NAILS, I=7/8 LONG, O.Oq 15 NAILER BLOCK FULL• • SHANK, I/4" HEADS 7" O.G. '• ARE COVERED WITH STRIPS OF GYPSUM BOARD NOT LEN&TH LESS THAN 6 INCHES WIDE, OR THE PARTITION IS A LAYER 5/8" GYPSUM BD. (LOAD-BEARING) RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" U��� p TYP. FULL LEN&TH I O.G.; AND I LAYER 5/5" GYPSUM BD. IL_ _' 1 NAILER BLOCK © d) THE PARTITION IS NOT PART OF A SMOKE OR SOUND CONTROL SYSTEM. 3 1/2" FIBERGLASS SOUND ATTENUATION GE I L I N& WHEN BATTS PLACED BETWEEN STUDS. t%� PARALLEL SCHEDULED SIDING WHERE JOINT TREATMENT 15 DISCONTINUED AT OR h 1 GYPSUM BOARD 1 ON AIR INFILTRATION JUST ABOVE THE CEILING LINE, THE VERTICAL JOINT PRODUCTION MANAGER 1� `•1� GYPSUM BOARD ./ BARRIER ON SPEC. SHALL BE GROSS TAPED AT THIS LOCATION TO Gary Culp 1 ►� SHEATHING REDUCE THE POSSIBILITY OF JOINT CRACK I NG. 1 11 GYPSUM BOARD • 7. METALLIC OUTLET BOXES SHALL BE PERMITTED TO RELEASE DATE: 12/23/10 (2) RIM JOISTS R-21 BATT INSUL. BE INSTALLED IN WOOD AND STEEL STUD WALLS OR REV i DATE /DESCRIPTION 1. 1. (I) ROW BLOCKING A 1 PARTITIONS HAVING GYPSUM BOARD FACINGS AND UNIT B&C REVISIONS ► 1. • CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE V1 El ► AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 u) 0 04/01/2011 1� • SQUARE INCHES. THE AGGREGATE SURFACE AREA OF o W- ■►. A THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN a ` B 1/2 SOUND�� ATTENUATION BLANKET ANY 100 SQUARE FEET. BOXES LOCATED ON J- OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL BE 1� A SEPARATED BY A MINIMUM HORIZONTAL DISTANE OF(I) RIM JOISTS 1� (2) RIM JOISTS 1 � 24 I NCEHES. APPROVED NONMETALL IG OUTLET BOXES c1 A(2) ROW BLOCKING 1: (I) ROW BLOCKING SHALL BE PERMITTED AS ALLOWED BY LOCAL COPE. ■ S. WATER-RESISTANT GYPSUM BACKING BOARD SHALL w / \ BE INSTALLED OVER OR AS PART OF THE w II FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB a O I , FIRE SAFING STAPLED AREAS TO RECEIVE CERAMIC OR PLASTID FINISHED iIN PLACE 10'-0" HORIZ NAILER BLOCK FULL WALL PANELS. WHEN FIRE OR ROUND RATINGS ARE . LENGTH NECESSARY THE GYPSUM BOARD REQUIRED FOR THE ►� AND VERT. W w- b RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND s TYP. FULL LENGTH RIM JOIST FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL n / O �/ - I THAT OF THE TESTED SYSTEM. IL 1 NAILER BLOCK @ " �;.� CEILING WHEN cl. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE A �; i� PARALLEL 44 TESTED WALL OR PARTITION SYSTEM, MINERAL OR '' GLASS FIBER INSULATION OF A TH IGKNESS NOT w 1 'c= GYPSUM BOARD GYPSUM BOARD . EXCEEDING THAT INSULATION THE STUD DEPTH SHALL BE _ �� 1 PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN 1 1 GYPSUM BOARD • FLOOR-CEILING OR ROOF-CEILING SYSTEMS, THE rn ► I ► 2X4 STUDS 16°O.G. ADDITION OR DELETION OF MINERAL OR GLASS FIBER N 1� ' 1 • INSULATION IN CEILING JOIST SPACES GOULD PROJECT TYPE ►� I 1 R-21 POSSIBLY REDUCE THE FIRE RESISTANCE RATING. o l� ■ , ►� R-21 EATT • MF V� INSULATION 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE o i ls 1I (2) LAYERS E/8" TYPE V� ARRANED IN GENERAL GROUPINGS (i.e. WALLS AND °- COMMUNITY NAME • INTERIOR PARTITIONS, FLOOR-CEILINGS, N "X" GYPSUM BOARD ON W- ROOF-CEILINGS ETC.) THIS IS NOT INTENDED TO LIMIT Summer Creek 1 SPACED 2X4 STUDS I6 2X6 P.T. SILL . CORROSION RESISTANT FIRE SAFING 1 PLATE ON SILL METAL FLASHING THEIR USE ONLY TD THE APEGIFIG CATEORY IN WHICH J Townhomes O.C. PLAL THEY ARE LISTED. FOR EXAMPLE,STAPLED IN PLACE i SYSTEMS LISTED u_AS SHAFT WALLS SHALL BE PERMITTED TO BE UAED p LAWSON COMMUNITY ID 10 -0" HORIZ AND I� P.T. 2X4 PLATES ON 6 MIL VAPOR '� AS INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED I- rP4-2 SILL SEAL W/ 1/2" A. „�� VERTICALLY (WALL 4 PARTITIONS) SHALL NOT BE W 0000 VERT. BARRIER UNDER 2" _ , a v 1 BOLTS @ 48" 0.C. EA. SAND ° IN� ' SEE STRUCTURAL PERMITTED TO BE ARBITRARILY USED IN A w �. PLATE HORIZONTAL ORIENTATION. oc ,� I .[� .I �� o A.° .hI . FOR REINFORCED �, GARAGE HANDING d FOOTING, TIE- ONS, 11. METAL STUDS AND RUNNERS IN THIS MANUAL ARE°. RE I NF. GONG. SLAB - Vanes �♦j I I I j♦j j�j I I SPECIAL NAILING NOMINAL 25 GAUGE UNLESS OTHERWISE SPECIFIED. ►i I I ° ►� 6 M 1 L VAPOR BARRIER ♦� ♦ I ♦ ♦ I OTHER NOTES o ►♦� L-111. ►♦� UNDER 2" SAND 1/2" A. BOLT 48" ►♦. 12. GREATER STUD SIZES (DEPTHS) SHALL BE SPECIFICATION LEVEL �♦:• I P I ♦� O G ►j• FIN. GRADE PERMITTED TO BE USED IN METAL - OR WOOD-STUD p - . ►V:� . ° GAGE THAN THOSE TESTED SHALL BE PERMITTED. R-15 RIGID ° �� R-13 RIGID I SUL. ►♦� THE ASSIGNED RATING OF ANY LOAD BEARING b ►�� ►�� MONO-POUR OF FND. SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM PLAN NAME INSUL. W►�� ii: ALLOWED OPTION WHEN USED AS A NON LOAD BEARING SYSTEM. CLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS. / RA NPC PLAN NUMBER • F TER FARIC I3. WITHIN DESIGN LIMITATIONS, THE DISTANCE w L ° \ o(YQo BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A z ° .k,� o CHASE WALL, SHALL BE PERMITTED TO BE INCREASED _ LAWSON PLAN ID ° ° c .(o ••0 VER BEYOND THAT TESTED 0000 \ ' SEE STRUCTURAL FDN '(L- —...=v • •o ERFORATED .'0 DRAINAGE TILE I N 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME v PLAN FOR FOOTING p °� • O O O O ° ,�rrr� p •i ��RANULATED GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED SIZE AND REINFORCING 1 TO ANY SYSTEM. Bi4CKF I LL MALL (j)ASSEMBLY TALL ASSEMBLY SHEET SCALE:3 GA E: 1"=1'-O" SCALE: 1"=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 E 1 � N O N can cn, ,„,,LN • ,...1 -6 1/4„)) • ,- titj ..) w 0 17:i o t rici / 1,, SEE PLAN 5/4" PLYW D OO , / TYPICAL AT TREADS '11-1(10 STD) (FULL NOSED) 4') ® ° 0 ! 0— 2x FLOOR -JOISTS z 1il 1L1 —1 Pimmi T P"'" �'- 1/2" PLYWOOD TYPICAL AT RISERS I - r > 2" STAINED A — (3)2x12 STRINGERS r4' WD HAND= TYPICAL ATTACH RAIL, SEAL SIDE STRINGERS TO • STAMP STL. WALL W/ (4) I6d TO I'M WALL ER'KT. EA. STUD ATTACH MAX. 4' O.G. MIDDLE STRINGER TO X � iro_ (I) 3/8"X 2" � 2 X12 LEDGER W/ (4) < III u n Z HEX. HEAD r�T`1 16d FROM E3EHIND } < — LAG BOLT AND (I) SIMP. A55 L CLIP EA. SIDE TO OCO MI VO 2X SOLID (. m < 1— z 4 LEDGER 5L'K0. © EA. SECTION E3RACKET ELEVATION • 5/8" TYPE "X" LOCATION GYP. 5D. CJ) C-,D. STAIR RAIL 111 STRINGER TO LANPINS Q SCALE: I-I/2"=1'-O" SCALE: I-I/2"=1'-O" i—J 2x6 545 TOP RAIL, SLOPE TO DRAIN U EASE ALL EDGES — \ H V :" 5/8" TYPE "X" GYP. E3D 4X4 RESAWN INTERMEDIATE POST Ix SKIRT BOARD WITH STRUCTURAL POST BASE —. 5/4" PLYWOOD PER STRUCTURAL DRAWINGS PRODUCTION MANAGER Q Gary Culp — — MDE WALL CAP W/ I/8" RELEASE DATE: 12/23/10 L ` >< 7 RAD I USED EDGES UNIT B&C REVISIONS 04/01/2011 0 a J — 1/2" GYPSUM E3OARD ON 2X STUDS 2x CONTINUOUS SHIM N A ILI0 5/8" TYPE "X" N A i_ 1 GYP. BD. Lu CONNECTION OF POST TO DECK -1/16" 0S5 SHEAR L A i PER STRUCTURAL DRAWINGS SHEATHING 1 I Li) q N w Ill Y 0 DECK GUARDRAIL 0 HALF-WALL GAP 0 STRINGER TO V1ALL X S 2 A SCALE: I-1/2 =1 -O SCALE: I-1/2 =I-O SCALE: 1-1/2 =I -O En w nw >< >< d- M x N PROJECT TYPE END OF I/2 WALL — N csz VIF 0 J °" COMMUNITY NAME N 1 Summer Creek Townhomes (5)2x 12 STRINGERS °LAWSON COMMUNITY ID 0000 CONTINUE TWO (2) 1" SEE PLAN Q w / N GARAGE HANDING END STUDS INTO (10" STD) FLOOR SYSTEM (c3l" MIN) arses Q 1/2 PLYWOOD AT Z SPECIFICATION LEVEL II i RISERS ° l 5/4 PLYWOOD o i�� I I I � - TYPICAL AT TREADS Z I (BULL NOSED) cn PLAN NAME w FLOOR SHEATHING cUn NPC PLAN NUMBER � • � 2x4 SILL )\'7�_ • —� o Ai ? LAWSON PLAN ID 0000 NAIL TO 2X ELK'G LEGACY PLAN NUMBER /NAME E3ETWEEN JOISTS 0000 HALF-1A1ALL SUPPORT STRIN 'ER TO SLAB SHEET 6 SCALE: 1-1/211=11-0" SCALE: 1-1/2''=I'-0" AD.5 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Rollo/. Kevin / AD.5 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG • NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES CRACKS BUTYL TAPE -AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS , A 0 ND DEPRESSIONS TO BE AND DEPRESSIONS TO BE i FILLED WITH MORTAR FOR A i / z I D WITH MORTAR FORA CONTINUOUS EPDM OR FOAMED F LLE FILLED WITH MORTAR FORA ~� z SMOOTH CLEAN SURFACE. CONTINUOUS EPDM OR FOAMED SMOOTH CLEAN SURFACE I POLYETHYLENE SILL SEALER F POLYETHYLENE SILL SEALER SMOOTH CLEAN SURFACE. BUTYL TAPE / / HENRY'S#789 FIBRATED ti HENRY'S#789 FIBRATED ( VAPOR BARRIER z HENRY'S#789 FIBRATED ASPHALT EMULSION CAN BE ' 3 -- o 0 ASPHALT EMULSION CAN BE o VAPOR BARRIER /ra1111411111r u ASPHALT EMULSION CAN BE / LINEWORK REVISION TO N APPLIED WITH A ROLLER, E - APPLIED WITH A ROLLER, SEE C1/WP-3.01 �' z APPLIED WITH A ROLLER, � w O C P .01 COORDINATE WITH 1 W 3 E-BRUSH OR SPRAY APPLIED o BRUSH OR SPRAY APPLIED ' _ . ,,, Y APPLIED /- CONTINUOUS EPDM OR FOAMED W P 1 SEE C1/W 3 0 / cn o0 0 0.00 / �i -a` o ce _ POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY ► .,I„ d- ,,, LI I OPTIONAL TO EXTEND 24. GA PRE-FINISHED METAL FLASHING Q g ' u I. PER STRUCT ® o ,,� / / < o _ � INSULATION 2'HORIZONTALLY � , . 1 / z NO VEGETATION OR EARTH I / UNDER FLOOR SLAB 2x BELLY BAND o �- !4: BUTYL TAPE �,,�,� .� ABOVE FINISH GRADE LINE ,I , � J '7:: ,o E.-Z/• t INSULAPER RCH VAPOR BARRIER x _ ' g PER GEOTECH w o 1 WHERE FG IS ABOVE FLOOR LINE NO VEGION R EARTH. , j. . ,i� > ABOVE H GDE LINE ati 5 MIN FOR 10 0 -FROM /o t :+::.::':�:::.::::::::%:::?::?fry::::::'::::::+:::r::::::::::r::;>'.::::::::::: ' '' , J -- :.--:--.. �♦. FINISH GRADE SLOPE AWAY - -<<>::::>::>::>:::<::>:::::<>:=::::::>::::::<<:::<:::>= >: �::= FROM 5 MIN FOR 10 0 _ >::..>:>::::>. 5 2-3 GAL/100 SQFT HENRYS#789 �. �• � . . �. . . . �.:, •, R M /o ► FIBRATED ASPHALT EMULSION ,•\• - , ' ! WHERE FG IS ABOVE FLOOR LINE �j / -4' i �j� _I ;�► �� •, r, '• /\\ \\ '\\ \\ \\�\\�� , .• k , 2-3 GAL/100 SQFT HENRYS#789•A ♦4 \ \ \ \ \ \ � i. FIBRATED ASPHALT EMULSION LINEWORK REVISION TO ♦�, / / / / / / a ���� .i WHERE FG IS ABOVE FLOOR LINE COORDINATE WITH Cl WP 3.01 �, ANCHORS PER STRUCTURAL �4 \ ANCHORS PER STRUCTURAL ............ BY CIVIL 4 . . ANCHORS PER STRUCTURAL i ii• CLOSED STORM DRAIN B CI IL � _ - �, , / � ►� FOOTING DESIGN AND \ \ \ �. • SUPPORT BY OTHERS 4 : :��i. ., Z..\ \ �� .° ;; CLOSED STORM DRAIN BY CIVIL O •O FILTER FABRIC OR SOCKED ........, 4 - /\\/�. ♦��: \ \ \ \ FOOTING DESIGN AND NOTE: IF FOUNDATION IS �� • PERFORATED DRAINAGE TILE IN -, . \ \ \ -,,,. • -4.. ' ” , - • � .} ,' FILTER FABRIC OR"SOCKED" A ` SUPPORT BY OTHERS ► POURED W TWO POURS A • �� I GRANULATED BACKFILL BY CIVIL , � PERFORATED DRAINAGE TILE IN•WATERSTOP MUST BE USED • • '� FOOTING DESIGN AND -, . \/\ \ \ \ \ ♦' • . , GRANULATED BACKFILL BY CIVIL T BY OTHERS SUPPORT O • .. �.. zi 0'r `lli . = NOTE: IF FOUNDATION IS 4. r' ;` O:elf::O•1 1 1 1 O• POURED IN TWO POURS A • . O WATERSTOP MUST BE USED . . ■• O `T NOTE: IF FOUNDATION IS 1 p• • POURED IN TWO POURS A I PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION ENTRY WATERSTOP MUST BE USED A3 WA o u u WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: Al PERIMETER FOUNDATION WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID 2 08.13.10 FOR PERMIT A 09.23.10 REVISION B4 DETAIL (B3 '\ DETAIL B2 DETAIL B1 DETAIL WP-1.00 " WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: SCALE: 1-1/2 -1 -0 ARCH REF: C w C) O a) W W a! Q rI 2 w " -c 0 U I-16 I-16 O (1) = co,-.. c_ W z = et 2 ..c O L1J u) ,_-- OO) c:2 .— U) I , .) DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS SHEET NAME: FOUNDATION WP DETAILS C4 DETAIL (C3'\ DETAIL C2 DETAIL C1 DETAIL SHEET NO: WP-1.00 _ WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: '- " 1-1/2"=V-0" WP 1 .00 1 SCALE. 1 1/2 1 0 ARCH REF. WP-1.00i SCALE: 1-1/2 -1 0 ARCH REF: WP-1.00 SCALE: ARCH REF: A h ' '� 'fic • COMPONENTS AND ?"OSB EXTERIOR SHEATHING 16 ■ INSULATION PER ARCH FULLY PRIME ALL END CUTS SPF TRIM; ♦♦:.: e" EL DORADO CORRUGATED PLASTIC 0 IN FIELD; BARK SIDE OUT(TRIM SIZE IS VAPOR RETARDER SHOWN EXAGGERATED T ♦! BATTENS AT 16"O.C.ATTACHED W/ O INDICATE ♦......... PER CODE I CORRECT RELATIONSHIPS TO ♦� ' '•'•'':`''-`-: : REQUIREMENTS ; NAILS PER MANUFACTURER ,� z ♦ REQUIREMENTS AT 12"O.C.AND 1" FRAMING, BATTENS AND SIDING •.): •••-•- - a MATERIALS) ♦♦ ::� .::. ::.-�• " ' �.: DO NOT ATTACH = may>� FROM EACH END OF EACH PIECE TO SHEATHING z �' i ; '' . o z ® 12" - ♦♦��f ::��:�:;=:�:�=��:: :�����:�::� : ::: :�:::�:= ONLY. �/�� o 0 ...................... ♦! : .::::::::::::::.:: :.::::.:: :::: PANEL FASTENING .a w E - 5/4 x 4 SPF TRIM, FULLY j�:..................:::::.. �� ... d- p z I N , .::::::: :'' •:.�: : = :' :" ' WEATHER RESISTIVE BARRIER:d:.::.:::.:::::.:::.. :.. SHALL PENETRATE o z_.-.-.-._._._ \ NOTE: ♦ • .4 ':;:...:: V E PRIMED ALL END GUTS IN ♦. :.t D - w•:•:: ::f::•: :: INTO STUDS < Cj:; WEATHERMATE PLUS cn ao p 1 _.f.-.-.-.-. . .- �- TRIM BATTENS NOT �•::.:�:::::::::•::-•::•:::............ . o FIELD ♦ :P�:.:::.::::::::.:::...• ..,r::::::,:::.::':: �� ........... - o - ♦ is O. HOUSEWRAP BY DOW w STRUCTURAL RAL ......... )� SHOWN FOR CLARITY :•�� :::::..:::::::::�:::::�:.............•:....... ..... �.�..�.�.�.�. a ,n � _ e o i �,. :.>'. FRAMING, .t► ........... Q �^ _ °c is,i.••::•::�:•:::�::•::•::::::•::•::•::•::•::•::•:::•::::�::: •:. .........,�:•: •:::� -:•:::•::•::•::•::•::•::�:��' BLOCKING OR • .�..�.�.�.�.�.•.. .......•.•.•.�. . .• ..�... � �o �, in VERT. BATTEN PROVIDE SOLID BLOCKING OR '° �- N --'r , tvr BATTEN, TYP. : •:.:�. ::n:::•:::'•:::•:i:::::: w �- r- W .................................................. .. \ : .:::::::::::::::•::::::::•:::•.: STRAPPING „ LL; .o PROVIDE CONT 20 GA x 3 G90 GALV v, o 0 P: :::•::•::::::•:::::::. N Esimm TAPE ALL SEAMS .... .... ......... . Z) � . ........... ..... ... ........... STRAP FASTENED TO STUDS W/ 2• X w P BL , - tit A A 1010, l!i Ili ........................:,:::••-•••.. ..........•: � :.::i::K.�:::.:. CONSTRUCTION TAPE BY DOW • WEATHER RESISTIVE FIBER CEMENT PANEL �'�. o aw w .09R ..... ... .. /RING SHANK s ........ ..... S K NAILS FASTEN STRAPPING S ........ . . o� cn HALL ... ...... e BARRIER SIDING ........... ... TO META !••I- �. ..... ..... LSTRAP W/ F INSTALL SIDING W/NAIL v): BE INSTALLED .. •. . . . ET& OX1.5 X.2 a• .. 5 HDE 4 HORZ. BATTENS; HOLD ,�{ .. .. .. . .... S 41 4 4 OC NS• T W D •Se e SPACE O 00 TRIM W II HERE HERE RE UIRED i Q� EXTERIOR SHEATHING I ��:�����:��:���==�= =��=�������' O S N BACK FROM EDGE OF .e 2 e• 0 , B e•_ Y SIDING p!!i ca s� S................ ......... .. ........................ ........................................ .. .. ..... . .. . . . VERT. ATTE EAC N • ••B N HE D. A TENIN 1 FASTENING............................ . ..... ......................... d ........................... .. .......•.•..•• ...........................-... •: • •••• PATTERN PRIOR . HORIZONTAL BATTEN, �� � �� � � � - L .................... ... I E F R IN REINFORCE C •� ORNER \ W/(2) ...................... ................................................ .................... ... ........................ ............ ............................... T ID O S IN e G ������� � �• HOR Z NTAL �����% O PANEL ED ���� GE 24 PIEC EOFWET I ►` t •Q. A HER � I TN OS S ATE OVE •� R SOLID FRAMI G r 2 N . t t e • . .. .. ....... RESISTIVE BARRIER R ER e WHETHER _.......- •� R f. JAMES S HARDIE FIBER CEMENT PANEL INDICATED I G IN WEATHER R ..... H R ESI TIVE BARRIER: f• S ER' e FASTEN PANEL 6 .0 e O .AT EDGES A I f� DETAILS OR NOT O „ @ „ �� WEATHERMATE PLUS HOUSEWRAP ......... IN FIELD - /// � 8 OC ELD W 2 WEATHER /// ///- ......... / 09 SHANK K X 2 1/2 E RESISTIVE BARRIER ARRIER• LAP , .p \ BY DOW ,: ', .4ftifilllid I* ......... • .225 HD RING SHANK NAILS FASTENED 1M -''''' AROUND CORNER 12 EACH SIDE SUPPLEMENTAL , , • \ e _ O INTO ST D PE U S& R RE UIREM T INSTALLATION ......... - Q EN SOF O .......... N • i INSTRUCTIONS ... e ES LEGACY REPORT NER-405 SECTIO 00 FRAMING ........ . e M NG .... .▪........ _ 1405.17.1 I N 200 .................. 2003 INTERNATIONAL FIBER CEMENT PANEL IN .......... ANEL .......... BUILDING CODE ....... TECHNICAL ....... NOTE. i�• NOTE:TYPICAL TRIM MATERIALS 2" FASTEN PER MANUFACTURERS BULLETINS SHALL :_ REVISED TO INDICATE 5/4 NOMINAL INSTRUCTIONS W/PLASTIC CAP BE APPROVED IN •- •• •• ..... NOTE:ALTERNATIVE DETAIL NOT THICKNESS MATERIAL PER PULTE WRITING BY THE SUPPORTED BY INSTALLATION NAILS 16 O.C.EACH WAY. . .... @ INSTRUCTIONS HZ-1 APRIL 0 2009 OR LOCAL BUILDING NOTE: NER-405(APRIL 4,2004)MUST BE 3 • ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION APPROVED IN WRITING BY LOCAL TO INSTALLATION BUILDING OFFICIAL A4 OUTSIDE CORNER @ PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION A FIBE' CEM 1 PA L BUI ' UP ( 0) WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: N.T.S. ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: EXTERIOR SHEATHING \lie EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER : ........ .. . . :. LAPPED OI HEAD FLASHING \ WEATHER RESISTIVE t-r-Irti-lr-titir-Aitivi-■ - •.,.:.::. BARRIER• LAP 0/METAL /• XT E ERIOR SHEATHING VERT. BATT N .. THRU-WALL FLASHING E WEATHER RESISTIVE BARRIER, / ' .. VERT. BATTEN BEYOND 24 GA. PRE-FINISHED G-90 GALV. /HEAD FLASHING W/END DAMS LAP O/VENT FLANGE 3 jb4 ■ 1 IVERT. BATTEN �-- BLOCKING AT PANEL EDGES .I .FIBER CEMENT PANEL .i.„ FIBER CEMENT PANEL . - FIBER CEMENT PANEL ON VERT. - �, -�-,rniii ir I SEAL W.R.B. TO METAL FLASHING I BATTENS PROVIDE HORIZONTAL ����/����-��-���-�/./.H PANEL END @ S BATTEN PANEL EDGES /W N N KINNING BUTYL @/ O S P - - 9 0 , 1 PER DETAIL A1/WP 3.00 «<< :-. / Ilt!il "` I FIBER CEMENT PANEL 2" 110° �� \ / HORZ. BATTENS @ PANEL / BLOCKING AT PANEL EDGES �� I ENDS PER DETAIL A1/WP-3.00 ,'� � NEE - co HORZ. BATTENS PANEL ENDS • i � ,, T EXTERIOR SHEATHING NOTE: _ ( j PER DETAIL A1/WP-3.00 -1 11.11...: _ 3 REINFORCE CORNER W/ 2 24 GA. PRE-FINISHED N IS ( ) S DETAIL A2 P 3.00 FOR P F HED METAL BRACKET FLASHING. 24 GA FLASHING OVER� G S E - 1 0 SECURE WITH A MIN.4 PANCAKE HEAD SCREWS. l� �■ 24 PIECE OF WEATHER / RESISTIVE BARRIER / WEATHER RESISTIVE BARRIER _ tiJ FLANGE SHALL EXTEND PAST FACE OF CLADDING BELLY BAND ppr ? LAP DETAILS 1 TO ALLOW ATTACHMENT OF SHROUD AFTER � 5 4 PRIMED BELLY BAND;� / X6 SPF PRE PR ELLY WEATHER RESISTIVE CLADDING IS INSTALLED BACK PRIME ALL CUT EDGES INSTALL BARRIER LAP CORNER 12" HOSE BIB i -- BARK SIDE OUT FASTEN W/(2) 16d GALV EACH SIDE g -. NO. DATE ISSUE VENT SHROUD 24 GA. PRE-PINT HED S i - NAILS cz� EACH STUD; SET TO FLUSH/ METAL. SECURE WITH CLOSE ENDED 1 I �� 1 ALL6 SIDES, & ET IN CEDAR BLOCK PRIMED S S SET T T� • ,C- S � SEAL AND PAINT„ © 1 07.27.10 FOR BID NON SKINNING BUTYL SEALANT !JP! INSTALL SIDING W/NAIL SPACE 9 G / S C dl 3 TO WOOD TRIM 3 I / INSTALL SIDING IN MODERATE lil p,` 1 PART POLYURETHANE ` /CONTACT WITH VENT HOUSING / 08.13.10 FOR PERMIT INSTALL SIDING W/TAMLYN ' � - �r SEALANT(TYP) ' / . J-MOLD IN MODERATE I �:18 x 18 PIECE OF 30 MIL EPDM TARGET CO T� T IT WOOD TRI ' SPF TRIM FULLY PRIME ALL END ,S'4 I 3� 09.23.10 REVISION FLASHING; .. N CUT HOLE FOR QUICK FLASH P-50, LAP WRB OVER CUT HEM BACK AT / CUTS IN FIELD;ATTACH W/16d HOT ° PENETRATION &NAIL TO SUBSTRATE h I '1 10 1 / JOINT TO ENSURE DIPPED GA.V. FINISH NAILS @ 16 O.C. TOP, LAP BOTTOM FLANGE OVER I FLASH AS DETAILED , y `i* : / 1 A _. TIGHT FIT • . 0, . I WRB BELOW RE:A3/WP-3.04 .. I . WEATHER RESISTIVE ';'-. I $ •.: • BARRIER UNDERNEATH ' FIBER CEMENT SIDING ON VERT. IBER CEMENT PANEL • 1 \ TARGET FLASHING I/ BATTENS INSTALL W/MODERATE /� NOTE: , INSTALL BEFORE BELLY •/ /. \ NOTE: � . CONTACT TO THE WOOD TRIM 2 HEAD FLASHINGS TO HAVE END DAMS BAND WHEN FLASHING LENGTH IS 6" SEE DETAIL A2/WP 3.00 FOR N WEATHER RESISTIVE BARRIER THRU WALL FLASHING NOTE: LAP DETAILS HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION @ FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLASHING LENGTH IS >6" B1 INSIDE CORNER @ PANEL SIDING WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=l'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: CO EXTERIOR SHEATHING EXTERIOR SHEATHING (^ 0 a) vJ / RES ______ ISTIVE AND SOFFIT WEATHER RESTS VE BARRIER; LAP 0/ 'I WEATHER RESISTIVE BARRIER; LAP 0/HEAD W W Q ASSEMBLIES PER ARCH EXTERIOR SHEATHING HEAD FLASHING&SEAL W/ ' FLASHING SEAL WITH NON SKINNING BUTYL I NON-SKINNING BUTYL SEALANT �' 0! • I. SEALANT ♦., 0 d I V WEATHER RESISTIVE BARRIER .,3:VERT. BATTEN - � LL _ / VERT. BATTEN i (� 7 1 / 24 GA. PRE-FINISHED METAL / II 0 T.n. I- / �..�..� � CU w���� BATTEN HEAD FLASHING W/END DAMS B W • .. .. FIBER CEMENT PANEL I 0 FIBER CEMENT PANEL I C G CD s I / HORZ. BATTENS @ PANEL 1- -I, I - 24 GA. PRE-FINISHED 0 / / PER T I .. � HORZ. BATTENS PANEL ENDS PER ENDS E DETAIL A1/WP 3.00 S 1"" em CC 'I G • HEAD FLASHING W/END DAMS CI) DETAIL A1/WP 3.0 BATTENS SOFFIT PANEL FIBER CEMENT PANEL I® (� S&S i 1 1• I / / HORZ. BATTENS @ PANEL •i // Q / ( .. I_, ENDS PER DETAIL A1/WP 3.00 CEDAR BL K PRIMED ALL IDE ET IN , BLOCK, 6S SIDES, &S _ i 5/"x 3"TRIM 0/BATTEN INSTALL I / ■ :- NON-SKINNING BUTYL SEALANT ;a • / 4 IN MODERATE CONTACT WITH 1' �■ i I 1.BATTEN © JUNCTION BOX t 3 0-- I �SOFFIT PANEL I i :. , . 3 ar LIGHT FIXTURE _ / 5/ SPF PRE PRIMED BELLY BAND BACK r INSTALL WITH TAMLYN - AT TOP 4 / • EDGE, IN MODERATE CONTACT WITH I / PRIME ALL CUT EDGES INSTALL BARK r WOOD TRIM SIDE OUT FASTEN W/(2) 16d GALV ► _ • �,J CONDUIT I r I $ 1 NAIL EACH STUD; SET FLUSH r I . 2 S TO 1 1n 1" C .. BATTEN I SEAL AND PAINT 2 X 2 RABBET / ,.. • / / ` I © INSTALL SIDING IN MODERATE \ ,J PANEL BATTEN _ l� FIBER CEMENT PAN HORIZONTAL ATTEN AS OCCURS B r I / / I -• NOTE I M�� CONTACT WITH JUNCTION BOX ,, I. $ AT PANEL SIDING • - / / S r .. EE DETAIL A2/WP-3.00 FOR Q C • H '-5�, / WEATHER RESISTIVE BARRIER OVER TOP FLANGE,WRB I DRAWN BY: JL, SH, JR I 0 LAP DETAILS INSTALL SIDING IN MODERATE UNDERNEATH BOTTOM FLANGE 3 3 CHECKED BY: CRM RE:A3/WP- CONTACT WITH WOOD TRIM ,I.......1 3.04 � .w • 0 WEATHER RESISTIVE BARRIER . / 0A 1 I i I 1 i _ SCALE: AS NOTED .. ___ I / •• 0 ° . / i,j NOTE: / III 1 /• 1. -L1 I / HEAD FLASHINGS TO HAVE END DAMS I / NOTE: original sheet size 24 x 36 EXTERIOR SHEATHING / / BATTEN ° _/ - SEE DETAIL A2NUP 3.00 FOR I / 110• / / ° I WHEN FLASHING LENGTH IS_6 I WEATHER RESISTIVE BARRIER IBER CEMENT LAP / ~/ LAP DETAILS 1 / •I r /, P 1 A A►R SHINGLE SIDING I I PROJECT NO: 2010.P33940DCS : 1 0 \ . : 2 • NOTE:: SHE ET NAME: **7 /---4_ 1 HEAD FLASHINGS TO HAVE END DAMS CLADDING WP DETAILS p.„ NOTE: . 2 HEAD FLASHINGS TO HAVE END DAMS 2 LENGTH >FLASHING WHEN FLA S GTH IS 6" SHEET NO: C4 SOFFIT @ FIBER CEMENT PANEL C3 TRIM BOARD @ SIDING TRANSITION WHEN FLASHING LENGTH IS >6" C2 LIGHT PENETRATION @ FIBER CEMENT PANEL Cl JUNCTION BOX PENETRATION @ FIBER CEMENT PANEL WP-3.00 SCALE: 3"=11-0" ARCH REF: WP 3.00 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: 1 EXTERIOR SHEATHING \ EXISTING WALL WEATHER RESISTIVE BARRIER LAPPED STUDS PER STRUCT. "SHEATHING PER W/METAL HEAD FLASHING; SEAL W/ iqIIJØ/ INSULATION &VAPOR ,% '.`::: "":.::, RETARDER PER ARCH ��• STRUCTURAL NON SKINNING BUTYL SEALANT , PI1441::. \ ,. .f_..;:: : :r''as z•�` EXTERIOR SHEATHING �� o 24 GA. BAKED ENAMEL METAL FLASHING / -f..:. a DO NOT ATTACH .":'r .:<:<':_._:'.::" d;. • Ili © © TO SHEATHING �� - ... ::" .:: :::. ;;: 3„ EI DORADO CORRUGATED PLASTIC a_. :... VERT. BATTEN W/INSECT SCREEN / WEATHER RESISTIVE BARRIER; LAP ONLY. .::': $ z 4 1 . , „ gill i :F ; BATTENS @ 16"O.C. FASTENED AT :;::;;>::;:;:::_: 0 �, AROUND CORNER 12 EACH SIDE SIDING FASTENING 0,-. _ STUD FRAMING W/NAILS PER w u //—//'/—///—///—III/ SHALL PENETRAT N_ `Jt ''l'` MANUFACTURER REQUIREMENTS AT I" o O u LAP SIDING W/STARTER STRIP II , �r� —,;'.' , `` :::-:::<: ;•" ! U I INTO STUDS I STRUCTURAL : -." ,,." ...r :"" ., . ,"-; :". 12"O.C.AND 1" FROM EACH END OF >n,c-c;:3 REINFORCE CORNER W/ 2 �© 1�� � ' z ° w El. Nti I% / a 24" PIECE OF WEATHER O �i��� FRAMING, OR ' EACH PIECE a o© CEDAR BLOCK, PRIME ALL 6 ` U RESISTIVE BARRIER BLOCKING ' '. ' A ,� Z SIDES &SET IN NON-SKINNING 1 ` I I °C 'D c W ' = EXTERIOR SHEATHING (I ' _ WEATHER RESISTIVE BARRIER: W w ,o °c BUTYL SEALANT 1 i :,' v J o o ~ W HZ II VERT. BATTENS BLOCKING SHALL WEATHERMATE PLUS BY DOW N N z REINFORCE CORNER W/(2) ' ..:.::: o u� w "' HOSE BIB / ,1, . '''... CI 24 PIECE OF WEATHER BE INSTALLED f; oo �. ¢ u III � u RESISTIVE WHERE ... ..... REQUIRED i RESISTI JE BARRIER QU____ _ ._ ' /' %i ____ e LAP DG / BY SIDING' ; 111111 FASTENING STALL NG MODERATE i W/NAIL SPACE RRICOPATTERN POR i i EIE TO SIDING i i INSTALATI/ WHETHER-" '' / INDICATED I-" ' , ' ::.1' ::=;: :;. >`,:-...1 _ DETAIS OR OT :- I. 1 I I ' REPORT NER-405 II ��_1 PF V HITE D TRIM• F SPF 'V WOOD FULLY ............. I PRIME ALL END T IN FIELD SUPPLEM • CUTS ELD SUPPLEMENTAL _ J _ CV "• •WEATHER RESISTIVE I LAP SIDING I r INSTALLATION ' =,';r,.==' INSTALL INSECT SCREEN AT BARRIER UNDERNEATH I / MI �� _ INSTRUCTIONS ' ALL HEAD FLASHING AND BASE TARGET FLASHING CONTAINED IN I WALL CONDITI 5/4 x4 SPF WHITE WOOD TRIM; FULLY VERT. BATTENS © ' ;r=""; ::''.:::<. ;: ONS Itel I I PRIME ALL END CUTS IN FIELD; BARK -, - TECHNICAL ,e e f..° I SIDE OUT(TRIM SIZE IS SHOWN © BULLETINS MUST ' ,, ,:. >..;:" , / PRIME CUTS OF SIDING EXAGGERATED TO INDICATE NOTE: BE APPROVED IN I / CORRECT RELATIONSHIPS TO 1. ALL SEALANTS TO COMPLY WITH WRITING BY THE ) ,- , • STARTER STRIP z NOTE: / FRAMING, BATTENS AND SIDING CONFIGURATION, GEOMETRY,AND SUBSTRATE LOCAL BUILDING i / OFFICIAL OR THE NOTE:ALTERNATIVE DETAIL NOT HEAD FLASHINGS TO HAVE END DAMS MATERIALS) REQUIREMENTS OF ASTM C 1193 2009 ' SUPPORTED BY INSTALLATION -----7 4 WHEN FLASHING LENGTH IS >6" I \ 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR ARCHITECT PRIOR INSTRUCTIONS HZ-10 (APRIL 2009)OR TO O AN 3 INSTALL SIDING W/NAIL SPACE P I TING � NER-405(APRIL 4,2004 -MUST BE �„ c ) a TO WOOD O OOD TRIM 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"=I'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=V-0" ARCH REF: WP-3.01 SCALE: NTS ARCH REF: EXTERIOR SHEATHING EXTERIOR SHEATHING 16/ WEATHER RESISTIVE BARRIER; LAP O/HEAD FLASHING ,,1 EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED , r 1 EXTERIOR SHEATHING / SEAL WITH NON SKINNING BUTYL SEALANT W/METAL HEAD FLASHING; SEAL W/ �� N NON SKINNING BUTYL SEALANT WEATHER RESISTIVE BARRIER - �1 VERT. BATTEN WEATHER FATHER RESISTIVE BARRIER; LAP O/HEAD t • / FLASHING&SEAL W/NON SKINNING BUTYL SEALANT • / BATTEN • 24 GA. BAKED ENAMEL METAL FLASHING / ill LAP SIDING W/STARTER STRIP /SHINGLE SIDING • I _ VERT. BATTEN ,, I 0 • VERT. BATTEN W/ • = 24 GA. PRE-FINISHED METAL I d i 24 GA. PRE-FINISHED METAL / INSECT SCREEN , INSECT SCREEN � , HEAD FLASHING W/END DAMS HEAD FLASHING W/END DAMS • 0 / I LAP SIDING W/ I I / I 11 „ FOAM TAPE STARTER STRIP 9 EXPANDING LAP SIDING W/STARTER STRIP I / INSECT SCREEN ' I •' 1 tI ! 1 .. • INSECT SCREEN I <« / • 24 GA FLASHING ,. / • I I ��� I • I, 24 GA. PRE-FINISHED METAL BRACKET d�'`� JUNCTION BOX OX 10 FLASHING; SECURE W/MIN 4 PANCAKE HEAD / CEDAR BLOCK PRIMED ALL 6 SIDES & ET IN � � � �S A s / ki i NON-SKINNING BUTYL SEALANT SCREWS; FLANGE SHALL EXTEND PAST FACE I /4 SPF PRE PRIMED BELLY // .• OF CLADDING TO ALLOW ATTACHMENT OF BAND; BACK PRIME ALL CUT _ : = illf/ / tO ``EDGES INSTALL BARK SIDE CONDUIT / SHROUD AFTER CLADDING IS INSTALLED LIGHT FIXTURE /OUT FASTEN W/ 2 16d GALV . I NAILS EACH STUD• SET TO .. i @ © / 24 GA. PRE FINISHED METAL VENT FIBER CEMENT LAP (DING IN TALL W S S ITH M DE FLUSH SEAL AND PAINT \. O RATE / • __ SHROUD; SECURE W/CLOSE ENDED -. • • - CONTACT WIT NO. DATE ISSUE WITH JUNCTION BOX i � POP RIVET ► S 2 EACH SIDE III S -•. ,I A NOTE: , It I QUICK FLASH P-50, LAP WRB . / HEAD FLASHINGS TO HAVE END DAMS , ,� 1 07.27.10 FOR BID „ 9 OVERT P FLAN E I O G WRB / ° FIBER CEMENT LAP SIDING INSTALL • / � I ... WHEN FLASHING LENGTH IS >6 e FIBER CEMENT LAP SIDING INSTALL W/NAIL ! ./( -" ... UNDERNEATH BOTTOM FLANGE SPACE TO JUNCTION BOX WITH MODERATE CONTACT WITH _ .. � I A. 08.13.10 FOR PERMIT 1 : ± UNDERSIDE OF FLASHING I RE:A3/WP-3.04 c� / I / A ' / 18 x 18 PIECE OF 30 MIL EPDM TARGET . A 09.23.10 REVISION • / 4' , IBER CEMENT LAP SIDING INSTALL WITH MODERATE FLASHING, CUT HOLE FOR • _ i � / NOTE. 4 CONTACT WITH JUNCTION BOX PENETRATION&NAIL TO SUBSTRATE •/ BATTEN / ° _ 14 N10 SEE DETAIL A2NVP 3.00 FOR ( FLASH AS DETAILED 110° QUICK FLASH P-50 LAP WRB WEATHER RESISTIVE BA x / OVER TOP LAP BOTTOM J 's ! 0 . Li T LAP DETAILS , / . . WEATHER RESISTIVE 3 - — FLANGE OVER WRB BELOW I▪ / T- I BARRIER UNDERNEATH / I RE:A3/WP-3.04 TARGET FLASHING NOTE. NOTE: I I — �- I HEAD FLASHINGS T HAVE EN NOTE: GS O D DAMS �/ � WEATHER RESISTIVE TI /� SS VE HEAD FLASHINGS TO HAVE END DAMS /, I 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 \ VENT PENETRATION B1 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: co PLAN SECTION AA EXTERIOR W co O N EXPANDING FOAM TAPE I• I , X ERIOR WALL SHEATHING I 1 � 3 WEATHER RESISTIVE BARRIER, LAP, LA EXTERI '11'M� • I I ` \�\_\�\_\�\_\\ 7' W W Q EXTERIOR SHEATHING , `I I I •. EXTERIOR SHEATHING OVER FLASHING AND SEAL WITH NON 1 ill �������i I .� 7? ±SEAL PRIME L CUT EDGES INSTALL BARK DE (I / TO FLANG WEATHEE US WER /SKNG BUL SEALANT O ` BUTYL I WEATHATE PLUS R BATTEN / STUD; SET TO FLUSH SEAL AND PAINT ` BATTEN / LAP SIDING W/STARTER STRIP &IPk$ RESISTIVE BARRIER e !WIIP W Z W 2 SHINGLE SIDING ����—��'—���—� FIBER CEMENT I ') L .._.—.—._.—.—.—._.—. / VERT. BATTEN W/INSECT SCREEN 24 GA. BACKED ENAMEL I- .I ' LAP SIDING / U WIENN,......, / � METAL FLASHING -� �.4��MI'4I I• / ® V) WEATHERMATE / •....... -T- I / SEALANT LAP SIDING W/STARTER STRIP VERT. BATTENS W/INSECT SCREEN I• STRAIGHT FLASHING I i f I TRIM BLOCK 1 U i I / �^/ EXPANDING FOAM TAPE v,INSTALL INSECT SCREEN AT _ I BOTTOM OF BATTEN SYSTEM T SELF-ADHERED WEATHER / �, I /• / EPDM OR FOAMED RESISTIVE BARRIER /2 T 4 GA. BACKED ENAMEL I ig / EXPANDING FOAM TAPE I POLYETHYLENE SILL SE METAL FLASHING /FIBER CEMENT •4„ I / � / 2X6 S SPF PRE PRIMED BELLY BAND BAC SOFFIT 0/BATTENS / i 24 GA. BACKED ENAMEL K I, I --� BATTEN [L.:1110° METAL FLASHING PRIME ALL CUT EDGES INSTALL BARK SIDE 0 — l / / OUT FASTEN W/(2) 16d GALV NAILS @ EACH / 2X SPF PRE PRIMED BELLY BAND; EPDM OR FOAMED STUD; SET TO FLUSH SEAL AND I 1” �, / A. / / PAINT BACK PRIME ALL CUT EDGES /// / _ q i IL —T POLYETHYLENE SILL SEALER NSTALL BARK SIDE OUT FASTEN W/ Al j �' WIL • 2X BELLY BAND _ I 2 16d GALV NAILS EACH STUD; �� O @ /'� a =� 2X6 SPF PRE PRIMED BELLY BAND; RIDGE BRACKET BACK SHEATHING IS NOT TO SET TO FLUSH SEAL AND PAINT J" I / 1" PRIME ALL CUT EDGES; INSTALL BARK SIDE COME IN CONTACT W/ j / OUT• FASTEN W/ 2 16d GALV NAIL i FACE OF SIDING BEYOND / D �� O NAILS @ EACH CONC AT SILL PLATES DRAWN BY: JL, SH, JR E T FL z STUD; S T O FLUSH SEAL&PAINT I = CHECKED BY: CRM ® CHEC C ,M��—�//■ EXTERIOR SHEATHING . 1�•_._._•_• o0 ;` I / EXTERIOR SHEATHING IS NOT TO COME IN SCALE: AS NOTED ►����i""""""""'� �` WEATHER RESISTIVE BARRIER / a CONTACT W/CONCRETE @ SILL PLATES r.--1.4- i 1 • / a . 4" FINISH GRADE,SLOPE AWAY C TRIM BLOCK PER ARCH I FROM 5% MIN FOR 10'-0" original sheet size 24 x 36 _____} 110 .... loil FIBER CEMENT LAP SIDING INSTALL WITH I Q. 4 I FIBER CEMENT SOFFIT PANEL INSTALL W/ , MODERATE CONTACT WITH TRIM ' / r ." T W D TRIM 1 / Q 110 PROJECT NO: 2010.P33940DCS NAIL SPACE O 00 I a a a t 111 IN'L J RI / © r ::.::, :, GRADE %"x 3"TRIM O/BATTEN 3 I I�/ , SHEET NAME: BATTEN = - 4 V I / NOTE SHINGLE SIDING �" CLADDING WP DETAILS LAP SIDING 0/VERT. BATTEN HEAD FLASHINGS TO HAVE END DAMS I Rill WHEN FLASHING LENGTH IS >6" �„ SHEET NO: C4 TRIM @ SOFFIT C3 BRACKET AT SOFFIT BASEWALL @ PAVEMENT BASE WALL CONDITION WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=I'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: VVP 3.01 WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 12" FLASHING BIB SLIDE UP THRU SLIT OVERLAP IN WEATHER RESISTIVE BARRIER MIN.24"x 24"TARGET FLASHING, CUT 12„ o `: :: :: FROM EPDM.WEATHER LAP WITH - SLIT IN WEATHER tai OVERLAP .. OTHER . . .. - O R FLASHING COMPONENTS TO _ SQUARE HOLE PENETRATION gunr� . RESISTIVE BARRIER . 12 SHED W . S WATER. SEAL PENETRATION TO . .. . SEAL I FLASHING WITH SEALANT. i ° o ii iii iii SEAL WEATHER RESISTIVE BARRIER i I '- 12r� �� N E u '� SEE DETAIL B2iWP3.02 HOLE FOR PENETRATION i I�) 6" '� ��� � o p Uiii��iii��� � BIB TO FLANGE WNVEATHER IL N k CUT 60%OF DIAMETER OF 'I - „, . . . - . RESISTIVE BARRIER TAPE I � _ - - _ cn co �Film 0 0 0 0 PENETRATION FOR SNUG FIT I ; ce SEAL FLANGE c� i I < g �, JOINTS W/TAPE PRE-FABRICATED DRYER VENT •�—— _ —_ I , ^ ^ Z 0 LOUVER ASSEMBLY WITH SWING TYPE = W LOUVER AND BIRD SCREEN. SECURE i PP ` (( J c o ~ W WITH MIN.4 PANCAKE HEAD SCREWS. ) ROUND HOLE PENETRATION i 6 >- < X W I � '-- --- O W W - o T Q u SET FLANGE IN BED OF SEALANT. : - .12"X12" PIECE OF 30 MIL EPDM CUT a TYL ~ LL H o u I Ii z 4”OVERLAP 4"OVERLAP HOLE FOR PENETRATION. NAIL TO SEAL o i • SUBSTRATE 60/o OF DIAMETER SIZE .... @ m � CLADDING SYSTEM FLASH @ TOP EDGE 6 rr O.C. _ II ill = �1 REINFORCE CORNER WI ,� HOLE FOR PENETRATION CUT I 24"WIDE CONTINUOUS ' W.R.B. (% METR F /`' PENETT SNUG Fin Ili • 1 5 .. SPF PRE-PRIMED III � /4 I LAP TARGET FLASHING — I i� SIDING SEAL BOTH OVER WEATHER J �1 SIDES W/SONOLAST NOTE: — — II _ � � RESISTIVE BARRIER 150 WHEN PENETRATION IS 3/2 DIAMETER OR LESS, USE 12"X12" FLASHING 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" ® rr SEAL ALL PIN-HOLES W/SEALANT. 12 WIDE CONTINUOUS W.R.B. FIBER CEMENT LAP SIDING LOCK ON SHROUD COVER INSTALL W/NAIL SPACE TO WOOD TRIM INSULATION NOT AFTER CLADDING IS INSTALLED SHOWN FOR CLARITY 3 A4 MULTIPLE PENETRATION FLASHING A3 VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE Al LAP SIDING BUILD UP - WP-3.02 SCALE: 3"=1'-0" ARCH REP WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: --..— 4r► 3 �— VIF SINGLE PIECE COPING FOR LENGTH OF r i PRIVACY WALL 4. __ SEAL W/1 PART -% N SQUARE OR ROUND POLYURETHANE SEALANT PENETRATION FULLY SEALED AND \$) 1 7 I RIVETED END CLOSURE 5 '" A / 24" ad • STEP 1) —_—%-_—� Q, PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING W/ 16" POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) 24 GA FULLY SOLDERED G90 . . . • . . . . . . • • . . . . PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO I • Na, GALV METAL SADDLE PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW ' 17 / / STAPLES —1- Z NO DATE ISSUE SADDLE FLASHING PONY WALL .. B3 @ /// 1 07.27.10 FOR BID PRE-FINISHED METAL WP-3.02 SCALE: 3"=1'-0" ARCH REF: //' CUT BACK HEM •LICE // -}// '00 COPING CAP SEAL PLATE TO FORM TIG FIT N I.,, SEAL W/1 PART POLYURETHANE / � �. 2 08.13.10 FOR PERMIT PIN HOLES COLOR //// PER ARCHITECT / /// /// 1 - CLOSED END 4-2 /____/_// 09.23.10 REVISION PREFINISHED RIVETS /////// NOTE: ✓ . / / / / , SEE Cl WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET s 16" STEP 2) IIJ ' PLACE A 30 MIL EPDM APRON WI'U'CUT TO FIT TIGHT AROUND PIPE 24" PENETRATION; CUT TIGHT TO PENETRATION AND ATTACH W/A FEW STAPLES STEP 4) CUT HEM BACK AT INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER AND JOINT TO ENSURE TIGHT FIT AROUND PIPE PENETRATION OVERLAPPING LOWER SECTION OF B5 COPING CAP @ PONY WALL B4 FLASHING SPLICE DETAIL (1-3-2i U BIB FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A MIN.OF 4" rr_ r rr rr r rr W P-3.02 W P-3.02 3"=V-0" W P-3.02 - _ SCALE: 3 -1 -0 ARCH REF: SCALE: ARCH REF: SCALE: 3 -1 0 ARCH REF: EXTERIOR WALL CC5 I"2 LAYERS EXTERIOR SHEATHING PER STRUCT © ( ) s w � 0 N GYP SHEATHING PER A� 3 ��,� BATTE WI INSECT SCREEN CLOSURE ARCH 24 GA COPING, TONGUE CLOSED w I ce Q / liii' WEATHER RESISTIVE BARRIER, SEAL ? OVER DOUBLE CLIP SUPPLY I \ -, f WEATHER RESISTIVE BARRIER � � � •, TO FLASHING WITH NON-SKINNING I �r I ° Q a)" 0 I r , BUTYL SEALANT LAP SIDING O/VERT. BATTENS LL co I WEATHER RESISTIVE BARRIER -0 I I I iii NN LAP SIDING CO I I I 1 STARTER STRIP I I ` W Q W 2 CO ii—" I `- `,�1.. - EXPANDING FOAM TAPE I° I G CD u) 2 JIr, \ \ 24 GA METAL FLASHING 24 GA. G-90 GALV. -*---IkV. - . CONTINUOUS CLIP / III EPDM OR FOAMED v!.I. !� \\ _, POLYETHYLENE SILL . SEALER 1 1 • A IIIMI A Ii� ».............. .3 I I 1 • HAND CLOSE OPEN HEM 01) i M a 2X6 SPF PRE PRIMED BELLY BAND; 11rr BACK PRIME ALL CUT EDGES I : 1.r 2 l DECK FRAMING INSTALL BARK SIDE OUT FASTEN W/ PER STRUCTURAL G I.:: < \j) 4 (2) 16d GALV NAILS @ EACH STUD; - ( I• r *- © SET TO FLUSH SEAL AND PAINT I `. LAP SIDING d I . a' _ I 2x4 2x4 _ • PER STRUCTURAL VERT. BATTENS SHEATHING IS NOT TO I = 00 k • WEATHER RESISTIVE M I N=T & -Q I TES a DRAW N BY: JL, SH, JR• FROM BUILDING 2 4 GRADE I . : . ( I �' 3 CHECKED BY: CRM ' : Th; :;RA::H• � I - I A a . original sheet size 24 x 36 I I NOTE: . a 1:1:„.........:L COPING COVER TO BE FORMED OF SINGLE < I il CONTINUOUS PIECE AT PARTY WALLS; i : 1 110° PROJECT NO 2010.P33940DCS 4 • REF-B5/WP 3.02 FOR END CAP 4 ' P 4 - 4 \i___6, . • = T 1 ,, CLADDING WP DETAILS y SHEET NO: C3 PONYWALL FOOTING AT DECK PONYWALL AT DECK LEVEL C1 PONYWALL AT DECK WP-3.02 SCALE: 3 =1 0 ARCH REF: WP .02 WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3'"=1'-0" ARCH REF: "- '- " BATTEN/STUD —� - BEYOND LAP SIDING 0/VERT. BATTENS I 1/ r pWEATHER RESISTIVE BARRIER LAPPED z O/U-BIB W.R.B.TARGET FLASHING; SEE o A2/WP 03 F R DET 3 O AIL J CV SQUARE OR ROUND I • �' z PENETRATION • N o I / I �- � 0 /. ( z HH WEATHERMATE I. -- W A 6 STRAIGHT FLASHING I - .7.-I � � 121.< ° ^ - �24 � Z/ . ENAMEL C I C NT. IN ECT `O - N_ / Z O L STOCK O S/ FLASHING CENTERED STEP 1) SCREEN z w o u N I BEHIND SIDING JOINT. —�—%/—� Pi ' )- J W PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT ��� L o w u • COLOR TO MATCH , w �, TIGHT AROUND PENETRATION; SEAL TO SHEATHING W/ 11 .„„„<,. SIDING COLOR POLYURETHANE SEALANT EXTEND 12 BELOW PENETRATION 16 z / STEP 3) 0 L I . PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO • • • • . . . . • • • • ' 1 T - / // '/// ./ PENETRATION, OVERLAP BOTTOM APRON BY 4”;ATTACH WITH A FEW fSTAPLES s t► / - z I 3" 3" BUTT JOINT DO NOT '///- / dillri I•/1/ /1// SEAL //j/' Ter•SECTION VIEW / / . . . . . . . . - ELEVATION VIEW / / / / // / 11 3 / . EXPOSED BEAM PER STRUCTURAL I I LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE 16,, f z FEASIBLE. IF SIDING BUTT OCCURS OFF STUD ) g...S TEP 2 PROVIDE 12 11 LENGTH OF BATTEN MATERIAL BEHIND PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT 24" - WALL FRAMING PER STRUCT. INSULATION,VAPOR BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. ft 1"SS SCREWS ABOVE AND BELOW SIDING COURSE. &ATTACH W/A FEW STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& AROUND PENETRATION OVERLAPPING LOWER SECTION OF WEATHER RESISTIVE BARRIER A MIN. OF 4" A4 LAP SIDING BUTT JOINT FLASHING (A2 1 U BIB FLASHING SEQUENCE Al BEAM TO WALL 11- 1 tl WP-3.03 3"=I-0" WP-3.03 . SCALE: ARCH REF: _ - I 1 1 SCALE: 3 1 0 ARCH REF: WP-3.03 SCALE: 3"=1'-0" AR H REF. / C HARDIE PLANK III 101 :' T S / / INSECT SCREEN CLOSURE © .j p WEATHER RESISTIVE BARRIER LAP 0/ VERT LEG OF HEAD FLASHING&SEAL / W/NON SKINNING BUYTL SEALANT 1 I 4 1"— \ 0 11111,„\IN Ai -•- 24 GA. PRE-FINISHED r •SADDLE G-90 GALV. METAL HEAD FLASHING J___ N 7 / STEP 4) 1 1 11 INSTALL UPPER PIECE OF WEATHER RESISTIVE 1-1/4" 1 STEP 1) /2 GAP BARRIER STARTER STRIP . 1 STEP 2 STEP 3 IER OVER UPPER SADDLE FLASHING AND PLACE WEATHER RESISTIVE BARRIER APRON ) ) AROUND HSS BEAM PENETRATION INSTALL SADDLE FLASHING UNDERNEATH INSTALL L SADDLE FLASHING ON TOP OF BEAM, NO. DATE ISSUE WITH U CUT; FIT TIGHT AROUND HSS BEAM; OVERLAPPING LOWER SECTION OF WEATHER \ ' BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. 3 '� SEAL TO SHEATHING W/POLYURETHANE RESISTIVE BARRIER A MIN. OF 4" �,� BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN ;..I1 �..- i 1 07.27.10 FOR BID SEALANT EXTEND 12 BELOW PENETRATION ROD&SEALANT BETWEEN BEAM &SADDLE SADDLE&BEAM •. ��` . c •...-..•.. ' i 1 , ......... ........... 1 BACKER ROD . . f �• I 2 08.13.10 FOR PERMIT &SEALANT `� EXPANDING FOAM TAPE BETWEEN PPP- SADDLE METAL FLASHING&TRIM 09.23.10 REVISION .. ........... "�•: • , � .. .•••• .... •••••• ,,... -�:.� .� • ,, • 2 X 6 SPF TRIM PER ARCH BACK ,... J- • w�„\` ```�, PRIME CUT EDGES FASTEN W/(2) �� -'-'- �. .............. •••••••••• 16d GALV NAILS @ 16 O.C. •SET L .............. ........ ` C\ $ TO FLUSH SEAL AND PAINT _I� —_ •••••••••• \\ ‘,., MIN SOFFIT PANEL W/NAIL SPACE ``` TO SPF TRIM BOARD B3 SADDLE FLASHING @ BEAM ,�� B2 DETAIL NOT USED B1 BEAM @ PORCH WP-3.03 SCALE: 3"=l'-0” ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: •-J Cri W Cn 0 � W W Q WOOD POST W/CB D 2 _ ce BASE PER a--+ STRUCTURAL ± U 0 'P LC) DRAWINGS Et I �° co 2-PIECE CORROSION 4t" FRAMED WALL 2-PIECE FULLY SOLDERED SS CORNER W tu RESISTANT COUNTER 0 COUNTER FLASHING FLASHING - co '- ,: SPF TRIM PER I,,,- 6'�, ARCH + O '�2 TURN DOWN EDGE OF FLASHING '�6„ 6 INTO SAWCUT AT BEAM ON ALL 4 TURN DOWN EDGE OF FLASHING Ni„ EPDM GASKET SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 3" v J �� SIDES, SET IN SEALANT I EXPOSED WOOD 2 4" EXPOSED WOOD BEAM- .,K olikr 1 / : - \ 1 , I\ ,,,,,„ -1.'4' ,,11111111°', ,..„..,..,.. , . , 1 \ ,:. iw ,.,,-.,„, , .. BEAM 211 t is '...\ t , w t . CONCRETE FOOTING Q w N , MIN w . , D Z I PER STRUCTURAL a a N �; t 4 4 Co . 11 GRADE 4 l • ; ...,.. • i .• a DRAWN BY JL, SH, JR ti1``*R 411 :,6 ti q .. 4: , CHECKED BY CRM LAP COUNTER FLASHING MIN 2 OVER BASE �� : r I r 4 FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE SCALE: AS NOTED FASTEN WITH CLOSED END RIVETS LAP COUNTER FLASHING MIN t i •Q FULLY SOLDERED 2"OVER BASE FLASHING a U S SS - . original sheet size 24 x 36 t a i BASE FLASHING CORROSION RESISTANT • •Lt d BASE FLASHING FLUSH CONDITION € . PROJECT NO: 2 0 10.P33940DCS FRAMED WALL CORNER i s SHEET NAME: 2 CLADDING WP DETAILS CORNER CONDITION 0.-- i BEAM FLASHING r SHEET NO: C1 POST BASE DETAIL 3.y SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: "VP 3.03 1 1 1 ..._ WEATHER RESISTIVE 0 BARRIER O/QUICK FLASH EL 1 Oe z o i LLJ J QUICK FLASH PANEL z o p H 0 O z _ o ci Lill I� = o J BUTYL SEALANT i o_i 1 1- C) (9.5 aa u- Q in � U ® Q O d �O Z J l ' 5_ _ _ N J Ii; w W U....... O 6 oo n..:.:::,:„...:_:„..::.„, , L2 BUTYL SEALANT z o J I ,.,.,. :: Fum" D co QUICK FLASH PANEL I.0 :::,..---,.::.-..„,...._ /N WEATHER RESISTIVE /`' �� BARRIER UNDER ( :::>;;;:;>><;:>.>>'> QUICK FLASH PANEL ii 0 . 14 k NOTE: WHEN PENETRATION IS GREATER THAN 4"0, USE EPDM FLASHING; SEE DETAIL A2 P .0 /W 3 2 _ A A A4 DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=11-0" ARCH REF: TP-3.04 SCALE: 3"=1'-0" ARCH REF: A _ ••i I I I OVERLAP CORNER BY 12" •. EACH DIRECTION I I Iii • W/34 N I I WIDE CONTINUOUS CORNERS W.R.B. " � II Ii � I I VERTICAL BATTEN I AM' I FIBER CEMENT LAP SIDING ii/ - I INSTALL W/NAIL SPACE TO 1� '• • WOOD TRIM • I r�IIiii i�iii • o o it —1 NO. DATE ISSUE .n I 'tLLiI ,F r 1 07.27.10 FOR BID &V Lt V.' 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN INSTALL W/NAIL SPACE TO WITH 16d NAILS @ 12"OC A 09.23.10 REVISION WOOD TRIM STAGGERED OVER BATTENS W/NAILS 1" MIN FROM EDGE . OF FRAMING AND TRIM. RUN CORRUGATED BATTENS 5/4 X 6 SPF TRIM, BACK PRIME HORIZONTALLY, SPACE @ ALL CUT ENDS FASTEN WITH 12"OC VERTICALLY (2)20d HOT DIPPED GALV NAILS W/FINISH HEADS @ 16" OC, SET EXPOSED HEADS E• A D P•IN- B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS (B2 \ DETAIL B DETAIL WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: (12) SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: CU w cin o a) 0! w w Q Et 2 o= 1 U O a) ir, °Et 1 1.1- Cr) -D- U) r U.] Z o c,)c� w 1 2 _c u)1 1 2 0 u) 2 V 1- D I— co I \ ___} c DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS SHEET NAME: CLADDING WP DETAILS C4 DETAIL C3 DETAIL C2 DETAIL C1 DETAIL SHEET NO: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE 3"=1'-0" ARCH REF: WP 3.04 ...._ INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER 0 Cie 0 P FASTEN FLANGES PER WINDOW N -s Z , ■ � MANUFACTURER ------- g o �� APPLY A FULL REQUIREMENTS w = �� BEAD OF SIKH 0 0 uz LASTOMER 511 cn co p cG o - BUTYL SEALANT TO �►- w w !\ Q `n _ •..,.... - �., HEAD&JAMB INSTALL WINDOW; \ Q o ,,,immE\ ,- • FLANGES \� so 4 z 0 INSTALL FLASHING FROM w L 12 WIDE FLASHIN FR 1 Z so W WEATHERMATE PLUS WRB STAPLE �' w ° N u N ONLY TOP EDGE WITH MIN. SS 1" F .� W CROWN STAPLES WITH MIN 1/2 �O w 9, PENETRATION LEAVE BOTTOM OF ' z PIECE FREE FIELD FABRICATE AND INSTALL ,��'D .,` o I L PAN REF C3 AND C4 Q SEALANT BEAD OF JAMBS L 3 C / � WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO © ��� SEAL TO TRANSITION ■ INSTRUCTIONS "IIIISNo, 2. . CUT SLITS TO ALIGN ciii ITH SILD H + I ■ ADHERE 9"WIDDOW +�::_.....:_::.t1.:. SECTION AT FRAME 5 BARRIER SHALL BE FULLY SEALED WITH -••- END DAMS, EXTEND 3"ABOVE ROUGH INSIDE FACE OF WINDOW WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED TOE BEAD OF NON SKINNING BUTYL AND ! INSTRUCTIONS AT JAMSILL JOINTS ". - NOTE: NO SEALANT @ SILL NAIL LAP OVER TOP OF PAN FLASHING AND FLANGE SILL FLASHING, REMOVE PORTION OF . STRAIGHT FLASHING THAT OVERLAPS 4 4 4 4 WEEP TROUGH IN JAMSILL PAN 4 A4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING 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 REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: SCALE: NTS ARCH R INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ADHERE 9" DOW WEATHERMATE EXTEND WRB BEYOND HEAD TO STRAIGHT FLASHING TO HEAD OVER NAIL FLANGE, EXTEND TO OUTER ALLOW FOR REQUIRED OVERLAPS G \ EDGE OF JAMB FLASHING �, PER A2/WP 3.00 •� , .0 40,, r' '4 ife4/,,,. .„, „, . . ........ .. ... .. . \, „„.., ,.._, ,„, ..-.:-... :.. :.....t..• 6 : i :/ Nti4 --, ,.,.. \ \ APPLY 4 WIDE \ ::::::::�::::: INSTALL WRB;WRB TO BUTT UP �\ WEATHERMATE STRAIGHT 4#04 TO NAIL FLANGE AT JAMB OF \. FLASHING BY DOW TO ..... WINDOW NLY- O NOT LAP WRB WINDOW JAMB FLANGES. �� W , D :-: : :: ADHERE TO NAIL FINS AND AO OVER NAIL FLANGE : :-:�:: WEATHERMATE WRB I FLASHING FROM STEP 6 p_4 FA INSTALL WRB LAPPED UNDER SILL dr FLASHING :: :::::: ::::::: :: i• z ::. a:= :::.. OA NO. DATE ISSUE 1 07.27.10 FOR BID rA rA 2 08.13.10 FOR PERMIT . "* : 3 09.9.10 REVISION i ..:. 4 09.14.10 REVISION 5 09.22.10 REVISION 3 /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 CE).--- 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: -4.01 SCALE: NTS ARCH REF: I CO INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO III ; WRAP AROUND BOTTOM OF BUTT JAMB TRIM TO HEAD v, INSTALLATION BY SIDER EXPANDING FOAM TAPE INSTALLATION BY SIDER HEAD FLASHING AND SEAL INSTALLATION BY SIDER INSTALLATION BY SIDER TRIM W W Q PART NO. 1639042 ■ TO BACK LEG WITH NON _ BATTEN SPACERS 4 5 �/ SKINNING BUTYL , • -..- . SEAL SLIT AT END INSTALL HORIZONTAL SET HEAD TRIM 1/4"ABOVE M ., INSTALL METAL DAM WITH NON ` BATTENS TO SUPPORT BOTTOM SLOPING SURFACE Et 1 FLASHING WITH END DAM "� r L HEAD G S INSTALL WRB PANEL SIDING EDGES AS OF HEAD TRIM (ON TOP OF as OVER EXPANDING FOAM TAPE SKINNING BUTY cm ��� EXTEND INTO HEAD . :: ::: :::: OCCURS _ END DAMS) W O W. . .. NOTE: HEAD FLASHING SHALL FLASHING AND SEAL :: :!�::::: ::::: :::::::::::::::::. ,� (n• • EXTEND FULL WIDTH OF WINDOW \ TO BACK LEG WITH ti:: ::::. ::: ::::::::.:.::. '-'.- ' V NON SKINNING BUTYL :::::: ::::•: ::::::.:.. ` 20 (02 Iii,' : :::: ' : : : : ::::.. \ \ `,''I \ : '::'::::::::::::':::: :: : ::::.. ►� I:Ek ;LL BATTENO FULL ..-. ... (^ = "4' __Apfr i l LATION �1- I : WINDOW FRAME ■I )' „I I 4 BUTT SILL TRIM TO JAMB � TRIM FOR : . CONSTRUCTION} , 411blik,,. 1 1% ,1,j1 DRAWN BY: JL SH JR TAPE SEAMS PERA2/WP 3.00 jP CHECKED BY: CRM SCALE: AS NOTED 1 ■ original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS %-., % % SHEET NAME: �\ ALTERNATE WINDOW WRAP 4 4 4 4 SEQUENCE SHEET NO: C4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 9 C3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 10 C2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 11 BATTEN INSTALLATION Cl DOW WEATHERMATE FLASHING SEQUENCE-STEP 12 TRIM INSTALLATION 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: 'AlP 4.01 INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER CD _ . Q \ \, E \ O _ U \_ \ 1r N W .C� 44 - _ �A �. O U :"I:" Q ^ N. Z Q W cc O rd O W 1I w r N N U if .:. }- ".'I.' 11 A J W_. F" 1' O w V F.' O I- u c/) 1::: .. ... Z F J_ r.' FIELD FABRICATE AND INSTALL :i::• :-1:- . ..... . JAMSILL SILL PAN REF C3&C4/ ■ � �;:; 1 WP4.02 FOR PAN FABRICATION 4 I INS T ALL EPDM INSTRUCTIONS OR BUTYL BACKED -. ..... :I: WHERE INDICATED EPDM SILL PAN WHE AT SILL BY C4-WP 4.03 1 CUT SLITS TO ALIGN ` `\ ::�; \ WITH SILL AND HEAD ■ . a •. =y-' '}--_. ADH R: IDE DOW WEATHERMATE r AD 9 E DOW WEATHERMATE E HERE WIDE ... ::1::: T FLASHING TO JAMBS . .. I-IIN O JAMBS FOLD S IGH S STRAIGHT FLAS G T , ''�==r:'..-: 'c NOTE: t : US;r,-� .:=_���.'-:;x=:--,�'-.. BARRIER LL BE FULLY SEALED WITH DAMS, EXTI.ND 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 A 4 FLASHING 4 l 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 1 I WP-4.02 WP-4.02 WP-4.02 WP-4.02 SCALE: NTS ARCH REF: SCALE: NTS ARCH REF: SCALE: NTS ARCH REF: SCALE: NTS ARCH REF: S . I INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION B Y SIDE R �, \ R ADHERE OW WEATHERMATE INSTALL DOOR WITH INTEGRAL BRICK ADHE 9 D WEA .............. ........ ...\ 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 TOOL OFF EXESS SEALANT AT JAMBS ......:.:::::::i:: : :::::::.:•.-.•.. "'- INSTALL HEAD \ SEAL WRB TO HEAD :.:........:::. ::.:::::. :::.::.'' ::::"::::::.::'::::':::" :::':::"::":: "::::::.. ..................... :.. FLASHING WITH NON ::: :::: ::. il......:":::::::::::::::::::::::::::::::•:-..... 1 FLASHING S 1....... .............................. SKINNING BUTYL i -...•.•.•.-.•.•::::-.-.-.-.-.---. ..-i LI ....SEAL WITH ... ....................... INSTALL EXPANDING SEAL WRB AT JAMBS TO .: "I: ..:..:': LOW FOAM TAPE PART NO JAMB FLASHING •:::-:-::-:� �I-:-:I-:::::-:-:-::::-:-::-:-::-:::::- :: PRESSURE 1639042 INSTALLED IN STEPS 3 ...............................................- :: ::1::. FOAM SEALER OVER BRICKMOLD AND 4 WITH CONT. BEAD ;;_;:::::_ �:::::_ :: . , ..,[2:1 PRIOR TO SETTING OF NON SKINNING HEAD FLASHING BUTYL I:-: : :: : ::::: :: 1 -1:: i.:.:.:. . .:.:•:•.:.:.:.:.:.::=:: -:. .. . . .. NO. DATE ISSUE •:-- I 'I:-:-::�:-::::::::::: :::::::-:- -:::: 1 07.27.10 FOR BID ................ ---------------- :::: : I:-: :-: - :-:-:-=: :-:-: 2 08.13.10 FOR P;:;T ..* \ 4'tS ., it9.1 REVISSEE DOOR JAMB DETAIL I - -�: -:-::: -- 4 09.140 REV:: MATERIAL INFORMATION BRICKMOLD ,� 5 09.22.10 i BEAD OF NON SKINNING \ : : _ _ BUTYL ON AT JAMBS AND �' _T HEAD USE SUFFICIENT SEALANT FOR SEALANT TO BE !I d, VISIBLE,TOOL OFF EXCESS 4 4 4 B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCIH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: -0 CV SLOPED BUTT JAMB TRIM TO HEAD W Cf) 0 tU WEEP AREA PRE MEASURE INSTALLATDON BY SIDER INSTALLATION BY SIDER TRIM W W Q pill CENTER SECTION 4 o SET HEAD TRIM 1/2"ABOVE 44 INSTALL HORIZONTAL 1-6 � - BOTTOM SLOPING SURFACE U i M. -- r■ W ��..� NON-SKINNING _ _ 1I 2 V C BUTYL SEALANT IN' ® � � � o �.�) WHERE SILL WILL GLUE TAB AREA BOND WITH I -� TAL TTEN TO FULLY - CONTACT FRAMING \ INS L BA S .� / TO FORM FULL BED PVC CEMENT PER CEMENT SUPPORT ENDS OF SIDING. `�� o ♦^ OF SEALANT MANUFACTURER AND ----- V! Cn FIELD MEASU AND JAMSILL INSTRUCTIONS - ASSEMBLE JAM L lelb4' PIECES TO FORM 111. a SLOPED y ONE PIECE SILL WEEP AREA L] PRIOR TO I INSTALLING IN OPENING BACK PRIME AND INSTALL 1 FOR 1 _,„„„„„„„, _r ...■_ _■ TO DOOR FRAME I CONSTRUCTION ,_ 4 I DRAWN BY: JL, SH, JR ,.. 1 , [1 ''' , LI i SCALE. AS NOTED CHECKED BY: CRM T D 1 original sheet size 24 x 36 J 1 ■ 1! • PROJECT NO: 2 0 10.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 WWP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-402 SCALE: NTS ARCH REF: P 4.02 WALL FRAMING PER WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, EXTERIOR SHEATHING STRUCT. STRUCT. INSULATION, SHEATHING PER STRUCTURAL S UCTURAL VAPOR BARRIER, INTERIOR FINISH VAPOR BARRIER, LAP SIDING VAPOR BARRIER, MATERIALS PER ARCH WEATHER RESISTIVE BARRIER; HEAD INT ERIOR FINISH FLASHIN AN INTERIOR FINISH / WEATHERMATE LAP SEAMS AT G D SEAL WITH NON 0 MATERIALS PER A RCH. W ERMATE PLUS LAP OVER© WEATHER RESISTIVE BARRIER LAP SEAMS AT S/ KINNING BUTYL SEALANT MATERIALS PER OPENING HEAD HEAD FLASHING VERTICAL LEG, WINDOW HEAD SET IN NON SKINNING BUTYL ARCH. Pijal-/ ilr-r-7 9 WE ATHERMATE STRAIGHT � SEAL WITH BUL ©/ FIBER CEMENT PANEL WE/ FLASHING JAMB FLASHINGS O/BATTENS WEATHERMATE 9 STRAIGHT BEYOND FLASHING TAPE LAPPED 0! © © g �I / WINDOW NAIL FLANGE :1E6 V � � WEATHERMATE STRAIGHT © I I ------------------------- o, , Y ' / o LAP SIDING W/STARTER 1I / ,JAMB FLASHINGS AT EACH I 1 N 4 h h / � S 4 1 L/ BARON VERT. BATTENS / END OF OPENING ( I 24 GA. - ISHED METAL �, �- O_ o L / /' III HEAD FLASHING FASTEN 1 - �?STARTER STRIP 24 GA. BAKED ENAMEL METAL I`I ' ' cn ao p/ 9 WEATHERMATE STRAIGHT FLASHING LAPPED OVER . o•` / HEAD FLASHING; FASTEN 16"OC III / LAP SIDING W/STARTER }- d- o w WINDOW FLANGE Q 1\I / o 24 GA. PRE-FINISHED METAL / VERTICAL BATTENS W/INSECT SCREEN STRIP O/VERT. BATTENS Q 6:, 6i,1 1 HEAD FLASHING; FASTEN 16" © / WRAP CLOSURE I,� HORIZONTAL BATTEN REF Al �, 11II _ /WP 3.00 FOR x / / I`I BATTEN; ,`■ 24 GA. PRE FINISHED METAL ,;; d oc W li . t OC AT BATTENS STRIPS : STARTER STRIP 4 ADDITIONAL INFORMATION w w �o a 4 ` I , I` I w oc� u I HEAD FLASHING FASTEN 16 OC AT �„ w o W k L �� �. SPF WOOD HEAD TRIM PER ARCH FULLY PRIMED ! I I EXTERIOR SHEATHING dial041111iiVr ' BATTENS © _ __ I- t'l { I � I I SEALANT PER PULTE DESIGN II / 1 0 J " w OVER HORIZONTAL BATTENS FASTEN WITH 2 • ' I I '?' w u STANDARD 24 A. PR - /I D _ `I G E FINISHED HEAD FLASHING; / . �� PRE PRIMED SPF TRIM PER ARCH PRIME a� cn �- u. y 16d HOT DIPPED GALV NAILS W/FINISH HEADS I �� I 1 1 ' \ u I I \�@ FAST N i f�'l� E 16 OC � ... I I r � /. ��I i`.� ilk I�� �.� - �. CUT ENDS IN FIELD FASTEN W/16d HOT z LI 16 OC, SET, SEAL AND PAINT PER ARCH. ! ,�L J �1''I �I� PRE-PRIMED SPF TRIM PER ARCH PRIME CUT ENDS IN I I DIPPED GALV NAILS W/FINISH HEAD @ I ! -� EXPANDING FOAM TAPE BELOW —III ` '„ /���j _ •, 5 _ 16 OC SET SEAL AND PAINT PER .... ... m INSECT SCREEN CLOSURE WRAP `I FIELD FASTEN W/ 16d HOT DIPPED GALV NAILS W/FINISH / ` �Id- .......I ' 4 •-• - FLASHING. PART NO. 1639042 ` ��© I I,1 S. - �:__:vlr I ARCH. HEAD @ 16 OC, SET, SEAL,AND PAINT PER ARCH. — 1 - EXPANDING FOAM TAPE BELOW /I fp§ ��J� EXTEND B ATTENS BEHIND TRIM FLASHING. PART NO. 1639042 ! 1 EXPANDING FOAM TAPE BELOW FLASHING. PART NO. L� PROVIDE INSECT SCREEN WRAP i DOOR FRAME WITH INT RA I EG L 1 16942 `© ICI �I� - CLOSURE BRICK MOLD PER ARCH. � . . �•���• ��1� SEAL AT SPLICES ii—� Ni. 4 FULLY PRIMED 4 � r AND AT END DAMS EXPANDING FOAM TAPE; PART WOOD STOP PER ' n - 24 GA. PRE-FINISHED HEAD FLASHING; 1639042 4 „ W/1 PART ARCH. 1 I FASTEN 16 OC LOW PRESSURE SPRAY �- POLYURETHANE SIKA LASTOMER 511 BUTYL FOAM SEALER i!i�l SEALANT SWING DOOR /5\ DOOR&TRACK SIKA LASTOMER 511 BUTYL A LOW PRESSURE SPRAY PER ARCH SEALANT BEHIND NAIL FIN e FOAM SEALER INTERIOR COMPONENTS I 4” VINYL WINDOW .0k. PER ARCH. 110° SPLICE ONLY @ 4 REFERENCE Al WP-4.02 FOR REFERENCE Al WP-4.02 FOR RUNS> 10 FEET ADDITIONAL HEAD FLASHING REFERENCE Al WP-4.02 FOR HEAD + ADDITIONAL HEAD FLASHING 110° FLASHING SPLICE -l� INFORMATION • cYi INFORMATION CUT HEM BACK AT .- © JOINT TO ENSURE A4 GARAGE DOOR HEAD '4'7 4 A3 SWING DOOR HEAD Ji'► TIGHT FIT 5 A c411- A2 FIBER CEMENT PANEL SIDING HEAD Al LAP SIDING HEAD 1$1' j WP-4.03 SCALE: 3"=l'-0" ARCH REF: 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: 5 VINYL WINDOW PER ARCH 4 SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC' DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH 4 BETWEEN WOOD TRIM A . BRICK MOLD PER ARCH. HEADS 16"OC, SET, SEAL AND PAINT PER ARCH.W/NAIL SPACE TO BATTEN A SCHEDULED GARAGE WINDOW FRAME SPF TRIM PER ARCH FASTEN WITH 16d 4"WEATHERMATE HOT DIPPED GALV NAILS W/FINISH DOOR&TRACK 4 WEATHERMATE STRAIGHT „ A e STRAIGHT FLASHING HEADS @ 16 OC, SET, SEAL AND PAINT BATTEN FLASHING OVER NAIL FIN AND PER ARCH. WRB WEATHERMATE PLUS 9"WEATHERMATE JAMB 1 2 x 4 TRIM PER ARCH A 9 4 UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN FLASHINGS REF A4/WP 4.01 4 FIBER CEMENT PANEL INSTALL WITH TRIM AND WINDOW FRAME 4 9„WEATHERMATE NAIL SPACE TO WINDOW TRIM STRAIGHT FLASHING VINYL WINDOW 2 x 6 WALL FRAMING PER STRUCT. FIBER CEMENT PANEL INSTALL SIDING � WITH NAIL SPACE TO DOOR, , A A-\ FRAME 9 STRAIGHT FLASHING AT JAMB BATTEN ! 9”STRAIGHT FLASHING WEATHERMATE PLUS - CONTINUOUS BEAD OF 9"WEATHERMATE STRAIGHT - It- 1 iii• 1 OVERLAP =1c 1 � NON SKINNING BUTYL �� �//��� IBM! ONTO SHEATHING © FLASHING 101" A I � SEALANT © •-•- , SPF JAMB TRIM P WEATHERMATE PLUS WEATHER 1 irk_ � PER ARCH �� RESISTIVE BARRIER %/�/��//�I/�%/��� ':3,,i• A SIKA LASTOMER 511 BUTYL .0�� EXTEND WRB TO JAMB NAIL w I .� 100.--,,. s© EALANT BEHIND NAIL FIN li, �AAS s_._._.1•_._._._•_._._. .1•_•_•_. FLANGE i 9"WEATHERMATE JAMB �►� � • �_ SPF WOOD TRIM PER ARCH •— �. < • 1 ✓ ///�////////////// NO. DATE ISSUE • FLASHINGS REF A3 WP / r7 �� I 4.01 ------------------ -- �f' / DOW GREATS PRO LOW i ------------ ----- --- 1 07.27.10 FOR BID layss,__ SIKA LASTOMER 511 BUTYL PRESSURE SPRAY FOAM SEALER I 1-.-i I i xi.r..."1-11--1 E I li f i SEALANT BEHIND NAIL FIN FORMULATED FOR WINDOW • ► = \\ INSTALLATIONS AND APPROVED BY WINDOW MANUFACTURER 2 08.13.10/ DOW GREAT STUFF PRO LOW 3 09.9.10 REVISION WEATHER MATE PLUS SEAL ONTO JAMB FLASHING PRESSURE SPRAY FOAM SEALER / \ i WITH NON SKINNING BUTYL / \ FORMULATED FOR WINDOW I PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT 1 j INSTALLATIONS AND APPROVED BY WALL FRAMING PER p 4 09.14.10 REVISION ROVIDED BY STRUCTURAL F . RAMING REF Al I WP 3.00 WINDOW MANUFACTURER 1 1 © l STRUCT. INSULATION, FOR ADDITIONAL INF R WALL FRAMING PER O MATION STRUCT. INSULATION, VAPOR BARRIER, 5 09.23.10 REVISION SIDING PER PLAN INSTALL WITH NAIL INTERIOR FINISH SPACE TO WOOD DOOR JAMB A VAPOR A OR BARRIER INTERIOR FINISH WALL FRAMING AND SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT MATERIALS PER ARCH. PER STRUCT. PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 6 10.07.10 REVISION MATERIALS PER ARCH. E S RUCT. INSULATION,VAPOR BARRIER, INTERIOR FOR ADDITIONAL INFORMATION NOTE BATTENS INDICATED BEHIND © R TRIM TYPICAL MAT IA LS PER ARCH. B4 GARAGE JAMB DETAIL B3 SWING DOOR JAMB ( B2 FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB WP-4.03 SCALE: 3"=1-0"-0 ARCH REF: WP-4.03 SCALE: 3"• 1'-0" ARCH REF: WP-4.03 „_ „ WP-4.03 „ SCALE: 3 1 0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: "0 DOOR DOW SILL PAN @ CORNERS CUT BACK WINDOW PER ARCH uj v! 0 Q) THRESHOLD DAM AS NECESSARY TO FIT UNDER WIDTH THRESHOLD SET CORNER IN FULL BED 1/2" TOE BEAD OF NON SKINNING 4 FASTEN FLANGE PER W K 24 GA. 1/2 X 1/2" BUTYL MANUFACTURERS W y2" Et OF NON SKINNING BUTYL SEALANT Q BACK ANGLE VINYL WINDOW PER INSTRUCTIONS f: 2 O ER ARCH. 5BACK SLIDING DOOR THRESHOLD;SET IN JAMSILL SILL PAN W/END DAMS 0 0 0 TOE BEAD OF SEALANT BEAD OF SILICONE SEALANT LL — SET WINDOW IN TOE BEAD OF �/ I M -� FASATAN SK 30 MIL BUTYL 1-1� NON SKINNING BUTYL SEALANT Cl) � BACKED EPDM PAN FLASHING BASE OF SK BUTYL BACKED EPDM CQ w w # 1295030 SILL SEALER EXTEND TO JAMSILL, SET IN BUTYL SEALANT SILL PAN, INSTALL PER C4 O � --- ----- BASE OF TRIM PER C4/WP 4.01 /WP4.00 OR C3/C4 WP 4.01 .� I © U A e I ��. FOR JAMSILL ALTERNATE, DOOR THRESHOLD ,�\ 4 ATE, SET JAMSILL IN 0 co ._. 00 HRESHOLD I+i , 4 BED OF ABS COMPATIBLE NON SKINNING co �. =I ��1 BUTYL co 1 :�..:.�t t��t�ttttt..w,,,�< l!' SPF TRIM PER ARCH FASTEN r�; TEN WITH 16d HOT SEE ALSO INSTALLATION ■ .����������� d•LATION ��^^5 vJ 1/4"X 1/4" KERF CUT AT 4"OC �■ ' I DIPPED GALV NAILS W/ HEADS @ 16"OC, "�I�_��� SPF TRIM PER ARCH FASTEN WITH 16d HOT SHEET WP 4.02 ■ _ d OT DIPPED ■ I I' SET, SEAL AND PAINT PER ARCH. POSITION TRIM ` "I ■ III 1 \ GALV NAILS W/FINISH HEADS @ 16 OC, SET, SEAL AND ■ .1 / < < 1/4"X 1/4"KERF CUT AT 4"OC '` W/NAIL SPACE TO WINDOW FRAME AND SIDING / PAINT PER ARCH. POSITION TRIM WITH NAIL SPACE TO ■LLB 4 SPF TRIM RIPPED FROM 2X MATERIAL FASTEN W/16 d WI �� I ( BEVEL TOP EDGE WHERE PROUD OF WINDOW _I/ I� WINDOW FRAME, BEVEL TOP EDGE WHERE PROUD OF 1 2 /I ■IIIMIA NAILS 16"OC BARK SIDE OUT BEVEL EXPOSED 4= ■ X 6 SPF TRIM PER ARCH I FRAME, PRIME ALL CUT EDGES■ WINDOW FRAME PRIME ALL CUT E @ _ DGES h 1 MIN 1.CORNER AND INSTALL WITH MODERATE CONTACT TO ■ a 1�' I HORIZONTAL BATTEN PROVIDE■ ■ DE SOLID BLOCKING OR THRESHOLD BACK PRIME ALL CUT EDGES ■ a . S '� 1 STRAP AT PANEL EDGES IF N �■ ( � I � NOT PROVIDED BY 4 _ ' , �� ; ' d ■ I ■ SILL FLASHING WRAP FROM © FO ��: S/S a "x "POWERS SPIKE z XX I/I STRUCTURAL FRAMING REF Al /WP 3.00 FOR R 24 GA. PRE-FINISHED METAL �■■ 1. - a . ,�6 2�2 .-- ¢ I/ ADDITIONAL INFORMATION WEATHERMATE PLUS WEATHER RESISTIVE `. . I I 6 O.C. STAGGERED; FLASHING FASTEN 16 OC �! °@ /IG _ BARRIER 12. _ _ _ TARGET STAPPLED ND • _ ( UNDER -/ FASTEN INTO PRE-DRILLED ;r oo I/I SILL PAN LOWER CONSTRUCTION} I 4 • �� HOLES I/I WEATHERMATE PLUS WRB TUCKED R LEG I/ UNDER SILL FLASHING TARGET LAP SIDING W/NAIL SPACE BEWEEN Q III © TRIM AND SIDING 4 (-- -. •4 4 1E: I EXTERIOR SHEATHING CV DRAWN BY JL, SH, R 9 W EATHERMATE STRAIGHT a J I SILL FLASHING WRAP FROM WEATHERMATE PLUS / BATTENS Ho° FLASHING COORDINATE o I0I I I11IRI WEATHERMATE PLUS WRB TUCKED UNDER CHECKED BY: CRM -----..., i WEATHER RESISTIVE BARRIER 12 TARGET STAPPLED 10111111111 LOCATION WITH STRUCTURAL I S 10011 / SILL FLASHING TARGET o v . I I,I UNDER SILL PAN LOWER LEG tray SCALE: AS NOTED I�t FASTENING WALL • \_ � I � EXTERIOR SHEATHING A I FRAMING il ''''7 4 24 GA. PRE-FINISHED METAL o , I a d BATTENS AND - FLASHING FASTEN 16 OC A A A original sheet size 24 x 36 ,} o SHEATHING �" I I FIBER CEMENT PANEL \ I � PER STRUCT. © I INSULATION, WALL FRAMING AND SHEATHING VAPOR CONCRETE PER STRUCTURAL PER STRUCT. INSULATION,VAPOR PROJECT NO 2010.P33940DCS / BARRIER, INTERIOR FINISH DECKING,JOISTS&HANGERS I / BARRIER, SHEET NAME: AND LEDGER PER STRUCT. ' / INTERIOR I MATERIALS PER ARCH. NOTE: TYPICAL TRIM MATERIALS FINISH REVISED TO INDICATE 5/4 NOMINAL WEATHER RESISTIVE BARRIER WINDOW WP DETAILS LAP SIDING 0/VERT. BATTENS MATERIALS THICKNESS MATERIAL PER PULTE I PER ARCH. SHEET NO: C4 DECK DOOR THRESHOLD 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"=11-0" ARCH REF: WP-4.03 SCALE: 3"=1-0"-0 ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP P 4.03 1 , , , \ \ 12"0.C. 2" MAX UNDERLAYMENT AND ....- \ C21 , , el4 ____..-\D 61-Pk" Ps,.\ 5,11.0.11.11111411.1111i'H4;:iiiiiiiiiii::::::::. SHINGLES NOT ...........................................„...................__-:„...-„.„.„..-,...—:::::,„„,:. SHOWN FOR cLARrry 1. : : . •.... .... ....• .... ..• .. . 0... ,.• :• .. •... I . . .n•O • .• .: • ... . .0 .• ....... ::::::::::::::::::::::::::..... k.::::::::,..:::::::::::::::::::::: :::::::„,.,:. 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SELF ADHERED MEMBRANE . .. .. .. .. ... .. .•••••••• •• •• ••. •• .• ••• ...7 :..,,••::.::•-.. OVER FLANGE OF EAVE * '""iIIKLIIIIREIIIIIP.!:!:.;::iie.IIIIIIIIIIIIIIIIIIIIII,Illil.:E.I.1111:::.. ,'.(1%.‘.',4*.:.,....:*: • .. . . . • . . .. ' a LI Lli Et;- • '. -. .-.. .. ...... .. .. .. .. ... ...... .. .. .. .......:..,.....::.,....„.... . . . . . • • 4..,,,:. -:,::..f.::,. im. • • 03 V) AND RAKE METAL 11.1PRE.::::::;:iiiiiiiiiiMEINEMISIIIIIiillliiiiiiiiiiiiiii,N51,1111101111:*i IS'-** '...',... abilloww, 1" . . . • ' . . • • . ' - . • • " -:'...•••••••••.....- ...-.....- ........•••••••..... ...-.....-...... .......::::::....::.,:::::.:....,,,,-..: . ••::::i::::::::!iiiiiiiiiiiiiiiiIiiiiiiiiiiiillii:Eliii:iiiiiggiliiiiiiimmEms::::::::1::::::::::::::::::::::::::ANIRE:::::::::::::::::::::::::::::::::::::iiiiiiiiiiiiiiinglEiii,:::::::::::::::::::::::5::::::::::::::::::ig:::::::::::::::::::::::::::::::::::::::::: ..;:;*`.1*..****.;'.......-- . . 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UNDERLAYMENT UNDER UNDERLAYMENT I ---------.--••,•- .. .._.. ......,.,,.. ... ...,..,..... .. . „v. ... . .. .,,. ,. ............ ..„..„...„ ..:.. ... ...... .. .. .. .. ..•... ... ... .. ... .... .... .... .;. ... .. .. .. ..... ... ,. -------------------------- -- ......-....-. .-. .. ..,... .. ... ... .. .. .. .._.. ... ... .... .. .. .. ... ... ...... .. .. ... ... .. . ;1' CV RAKE METAL&OVER 19%2"STARTER STRIP OF ASTM ASTM D 4869 TYPE III .• ... .: ..... • •.•••. . .... . .. . - .: -..... . . .. ... .. .. ... .• .. ... ... .. .. .. ........._... .. • ••• - •• •--•- •- <> GUTTER FLANGE D 4869 TYPE III FELT ••-.• ••. ..".•.-.....,.........,......,..,.... .................. ..„.. ............. .. . APPROVED ALT: AM I • •-'••-•• -- -•' •• ------ --- - - ...-.-..,-...-.....-...'.........'....-..-.......-.....-...-.-...-.. ..,.. . ...-„...-....-.-:...-.....• :-.-.,••••....-,...-,.•••••..,..•.•,-.-..,••••.-.-.........................,....,...,...,..„................... ...:....,„. . -.............-., ..,-..........,-....,•......-...-.-..--......-........-.;,...,-......„-...,„........., .,..... ...„,.................................. ....„.. UNDERLAYMENT . . • .. ' •-.- :-. ...:-...•• -- ••••••-•••-•••'..„-••----- ..••• •••••39 3/8",•,-...•••••,---••;--•.•-••.•-•.-••••••••••••-•,-;-•-••••••,•-•..••••••••••-•: I ALT: IF STAPLES HEAVY DUTY BY IKO . . . •• . .. . . .•. . • . . .. . . . . . . . . . .• . •• . . • . .. : . . . .. . .. : • .. .-.. "-- - ••-• - •- .- " .• .-. .-.. ... . ... ... .. .. ... ............ ... .. .. .... ... ...,... SUBSTITUTED FOR ... .. .. ... ............,.. .. ... .. ,.. ...... .• .. ... ... ...,.. ... .... .. .. .......,..„.......,.. .. ....... ... .... , . .. .. PLMOOD DECK-ENSURE THAT DECK IS CAP NAILS !MEDIATE -...,....-...-.-...-;;;;.:-.....-.-....-..•..•-•-•••-•••••------.-.,-.-.,.-....-.-.'.-...y.".-..;.-....-.--.-.-;;.-;;-. .-........... ..,....,-....-.-....-...7,...,.....„-„................-.-........:-...-:-...,-....,-,-..:-.......-„.„............„......„..,......„..,..,.....„.. CLEAN &DRY&DOES NOT HAVE VOIDS OR SHINGLE • • . . ••••• • • • • . . . •.•. . •. .. AREAS THAT ARE NOT SUPPORTED INSTALLATION SHALL . •. •••. . .. . . . • .. . . • . . BE REQUIRED A •. . • . .. . . . • • . .... , • •• . • \./\ GUTTER W/SPIKE& . . .. .. . • •.• • •; •.. 0 ..•. FERRULE ATTACHMENT PLAN VIEW C4) EAVE & RAKE CORNER A2 UNDERLAYMENT LAPPING (-3■7) UNDERLAYMENT FASTENING PATTERN \ , WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=11-0" ARCH REF: 1 Z\ UNDERLAYMENT --.... ...... .„.,.., ......,, ,- ,..., ..... ....„, ;-,A 14'41A.0/AN kN-';, -*- FASTEN PER MNFR'S REQUIREMENTS -*-1 3/8"0 1--.- 1-1 40-7/8" 1 - ,- ..-. AvAir--- ..-- ..-- Aw./,'" ....-- ..-- 0 ,,, *kV., ' , EXISTING EXTERIOR *X SHEATHING I 1 A -- -- -- /IP° lik......._ ..... .....,„..\.% DOUBLE HOT DIPPED y- ( ..... - ..-- ...r AO 600/77 111144*411&■ GALV., MIN. 12 GA; eil;WZ ,41C/./.0111 ' ■■■Z rik k ft" --0 1 3"FROM EDGE %..,/t .. -.I ....- (BOTH SIDES) 73,. =1" FROM EDGE 1y2,, r (BOTH SIDES) --..--- 13-3/4" y , \70` MUST PENETRATE COMPLETELY THROUGH DECKING MIN. 1/4" ROOF SHEATHING FASTEN PER MNFR'S NO. DATE 1 STANDARD GALVANIZED Z\ NAIL / / / <\\ / I 1 / 1 / I / / iREQuUNIRDEEMRELANTySmENT VERTICAL OVERUkPS MIN. 500mm EACH SIDE @ VALLEY , 3 0078..2173..1100 FOR 0 R PERMIT IIDSSUE 09.23.10 REVISION ka CAMBRIDGE 30 AR j SHINGLES BY IKO SEAL SHINGLES W/ llikok , 500111111 e ----ii-- 1 ri,ri svo I TESTED NAIL WITHDIRAWL RESISTANCE CALCULATION: *NOTE: ROOFING PLASTIC '4 lik 111111*,*.,,, ....,...... el"‘GICN __,■•••":„... ••-■•• ..•■•• Ay .........„■•••• ...., /it, #12 SMOOTH 1-1/2" NAIL IN 7/16"OSB PANEL AVGERAGE SHINGLES SHALL BE FASTENED W/(4)NAILS. PLACE NAILS CEMENT PER MNFR N. \Nit....„ ,............... /'- ‘i ri CAPACITY PER NAIL=29 LBS AS INDICATED, K::-.'5„-.-0110-.$$?:::::::::::1&NO CLOSER THAN 1" FROM 1 EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; ■111014,. ..... ....... if" . (4) NAILS PER SHINGLE X 29 LBS/NAIL= 116 LBS/SHINGLE Alirklik-ii7jirjA , C.33) SHINGLE FASTENING PATTERN AT FIELD OF ROOF B2 UNDERLAYMENT LAPPING @ RIDGE&VALLEY CE3-71 NOT USED WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.y1 SCALE: 3"..=1'-0" ARCH REF: -0 (13 -4. , _...... ..._ f:e 2 1 1 _..... io" ....- RAKE 0 0 45 -c-IL6 0 ............. ............. ..•... ............ --in" 10" ft 1 V I 10" • 40-7/8" 3'MIN. I H 3/8"0 H- t.... 1 \ / .„„ „,..... ....9.„..... ............. 8 NOTE: 0 1 1 1 SUBSEQUENT SHINGLES NOT 2 0 (in -0 1 _....., I 1 -..11 D..- ,--.. , I C I I 1 1 SHOWN FOR CLARITY I ANWAR RING SHANK., D I— al ,.„„ 1 1 MIN. 11 GA; wool" , 1 --.13" FROM EDGE (1) , -:::::.] -- - • •-••••'•• •'---'•..._..:;-.-.-_:-.-..:,c,..._ -'•.-.::--.•.,,.:__.•--: ....;,_:.::.. . .... ,........._. , .__,.. ........ ...,.......,... (1) , (BOTH SIDES) 51 "--/ ••••. . • .. fr..,....z. . .. . ,.:,.. . . . .,..:. . .,. . . -„• - : -. :r I" 3,, „....., .......,.. ..f......, ..„...... ........ , A .::roP - ..:rv. --..1 A. . A Aril0Aii:•/ 4. . A ;z1" FROM EDGE v ;:1 r (BOTH SIDES) .v " MIN.4 - - . . a— 0 FULL-WIDTH -if „v...., ...„...„ .,......... ......„, v c ... FOR 13-3/4" ---/ • .,.......„ .........„ ...v.v... „.„.„. ....„.„... SHINGLE CD STRAIGHT, GOOD CD UNDERDRIVEN: C.) OVERDRIVEN: C) CROOKED: CONSTRUCTION} , ANNULAR RING SHANK NAIL DRAWN BY: JL, SH, JR / / / / • r CHECKED BY: CRM PERIMETER EAVE I I / I / 1 / FASTENERS SHALL BE DOUBLE HOT DIPPED GALV. PENETRATION AH I TNI OG NLEADSNRUDI DRIVEN IMPROPERLY SURFACE INADEQUATE A D E Q U A T E D E C K PENETRATION TOO DRIVEN DEEP, CUTS INTO SHINGLE INADEQUATE ANCHORAGE FOR EXPOSED EAVE C SCALE: AS NOTED 1 MIN 12 GA.,W/MIN. HEAD DIAMETER OF i". SHANK I CAMBRIDGE 30 AR MUST HAVE SUFFICIENT LENGTH TO PENETMTE NOTE: SHINGLES BY IKO SEAL SHINGLES W/ r NAILS TO BE ANNULAR ... original sheet size 24 x 36 } 1 THROUGH DECKING MIN.,1-", FOUR(4)NAILS PER i TESTED NAIL WITHDIRAWL RESISTANCE CALCULATION: *NOTE: ROOFING PLASTIC RING SHANK W/BARBS SHINGLE 1 #11 ANULAR RING SHANK 1" NAIL IN 7/16"T-111 PANEL SHINGLES SHALL BE FASTENED W/(6) NAILS. PLACE NAILS CEMENT PER MNFR 1 PROJECT NO: 2010.P33940DCS I AVGERAGE CAPACITY PER NAIL=27 LBS AS INDICATED, SWAM&NO CLOSER THAN 1" FROM •••• 0 \ i 0 \ i •-- NOTE: UNDERLAYMENT NOT I EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; SHOWN FOR CLARITY 1 SHEET NAME: 1 (6) NAILS PER SHINGLE X 27 LBS/NAIL= 162 LBS/SHINGLE NAIL PATTERN SHOWN FOR I \ 1 \ 1 FIELD OF ROOF, SEE C3/ ROOFING WP DETAILS 1 WP-5.00 FOR EAVE EDGE E.:.....) SHINGLE NAIL PATTERN SHEET NO: C3 SHINGLE NAILING OVER EXPOSED EAVES C2 ASPHALT SHINGLE PATTERN Cl TYPICAL FASTENER APPLICATION WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP 5.00 , 1 LEAD CAP OR OPTIONAL LEAD PIPE 24"MIN. FLASHING TURNED DOWN 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR INTO SOIL STACK 1" PLUMBING VENT PIPE _ _ USE PRE-FORMED RIDGE SHINGLES FROM MANUF. (SOIL STACK) FASTEN METAL W/#10 X 1"PANCAKE (DO NOT BLOCK I.D. OF PIPE) HEAD TYPE'A'SCREWS, MIN. 12"O.C. - P 0 IPE PENETRATION; INTO PRE-PUNCHED 9/32"OVAL HOLES I ' I DOUBLE HOT DIPPED EXTEND METAL FLASHING SET BASE IN MASTIC I w : F I GALVANIZED NAILS - o BEYOND PENETRATION 4 ON UNDERLAYMENT � a LAP VALLEY METAL 8 MIN.& ..<.:,::. : (TYP.) IN ALL DIRECTIONS :. FASTEN ONLY THE BOTTOM O _ SELF ADHESIVE MEMBRANE LLI < SET IN TWO BEADS INSTALL RIDGE SHINGLES TO SELF-SEAL = I- I \ - . •• .. . •; ‘Ir-, LAPPED VALLEY METAL. SEE I r POLYURETHANE SEALANT WITH UNDERLAYING RIDGE SHINGLE -- - - - J VALLEY METAL SECTIO • B4 P ••••\• \ . SOLDERED 5.02 <a BACKER PLATE SOLDE `��"���-----��-�---�"--�- o° u OR SEALED TO RIDGE w A AIPPAIIh, p Z t METAL VALLEY FLASHING W/ I- FLASHING TO CLOSE GAP. o `` : COMPOSITION UNDERLAYMENT TO EXTEND — .�.. CENTER RIDGE UNDERLAYMENT; �% • 1 n N 1n t /v N (/� O, ASPHALT SHINGLES ONTO VALLEY METAL FLASHING �` ,, �, LAP EACH ROOF PLANE �'. o. .. SEAL PIN HOLE o — \.. :-... \ - . . \...-. &SEALED W/MASTIC :< <. _ ,'; ,,, N LAYER OVER RIDGE Q "' _Essissr FULL SHEET OF SELF-ADHERED ` o- EXT ,� f : END UNDERLAYMENT 3 ,o Z 6:1 CAL DIVERGE /FT MEMBRANE OF SHAKE FELT IN d- w (--- .. : .. .. -� .. .. .-�.-.�.-. /8 € � .. ��^� TO TOP OF STEP w ui � .o oc © DOWN THE ROOF SLOPE I VALLEY o -I c o . W / / FLASHING w N N u IIIIMIMI. .�. a SHINGLES MIN 7 FROM o ug w E. 1 ` J CENTER OF VALLEY METAL, :.. ..... ! ! !�; iJ 1CLIPPED OFF SHINGLE G • REBRICATED ASPHALT SHGLESET � �� TS :> COUNTERFLASH LEAD METAL FLASHING; VALLEY EDGE IN MASTIC , :; Q � COUNTRFLASH WITH 4" 411> / SECURE PER MNFR. STRIP OF SAM BONDED PREFABRICATED € € STARTER SHINGLE TO BE EVEN TO SUBSTRATE SET IN FULL \ .: FLASHING COLLAR; .' -�� - BED OF MASTIC �`- - MOP . $ , . . . ........... ...... . .... SEAL PIPE TO _ W/'T'MTL EAVE FLASHING PLYWOOD FLANGE CONNECTION PREFABRICATED , METAL FLASHING V$04 i t44*** i PIPE PENETRATION NOTE: ♦ • W*44lrtb STORM COLLAR ASPHALT SHINGLES WHERE VALLEY MTL IS Iii HIP FASTENING SIMILAR Iiii‘s S G s . � \ II Ilk.UNDERLAYMENT NAILED, STRIP EDGES W/ MIN.4"STRIP OF S.A.M. \ CUT OFF SHINGLES AT AN OR WEBBING&MASTIC; ANGLE FROM EACH TAB �i// DO NOT NAIL WITHIN 6" METAL FLASHING WITH �. /// OF CENTERLINE. STORM COLLAR -��/�//// /�� SEAL FLANGE TO CUTTING RIDGE SHINGLES •i//�1 UNDERLAYMENT W/ FROM 3-TAB SHINGLES 3SOIL ST ACK PENETRATION /// SELF-ADHERED MEMBRANE A3 OPEN VALLEY FLASHING A2 RIDGE- NON VENTED Al RIDGE MEETS UPPER WALL SCALE: 3"=l'-0" ARCH REF: WP-5.02 SCALE: 3"=l'-0" ARCH REF: WP-5.02 SCALE: 3"=l'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER VENT PER ARCH; ROOF VENT; ‘1\ 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 :- TIGHT CONNECTION PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS • W.R.B.TO LAP 0/ _ �`. .. .. .. .. '). . ._ . .C A : :. ... . ONTINUE FLASHINGS MIN.2" TRUSS TAILS \/. UPSLOPE W/ , y �. .. STEP FLASHING , yy■ y` SINGLE LAYER OF yy UNDERLAYMENT L‘4._ \- .- .. TOP LAPPED VALLEY METAL _�. . .. x.\SECURE TOP LAPPED VALLEY TWO ` I 4ir 2 500mm STARTER STRIP BEADS OF POLYURETHANE . i SEALANT / o. ' 12"MIN. FASTEN ONLY THOUGH THE or�,, � , •.,,�� �BOTTOM LAPPED VALLEY METAL. DOUBLE HOT I ``„ 4: . . : • ' DIPPED S DO NOT NAIL EXPOSED `�, I .. A.: <pA —� ; SPIKE&FERRULE NO DATE ISSUE GALVANIZED �� F ; � ATTACHMENT BOTTOM LAPPED VALLEY METAL _•—•— �� I` `h` 6"MIN. ` -; :. SURFACE ROOFING NAIL o ._•—• I ..� r ►� 1 07.27.10 FOR BID UNDERLAYMENT . ����. ._ — t. - . . . . .... . .. ... �:: ._._ $„ IN — ; ►� 2 08.13.10 FOR PERMIT UNDERLAYMENT AO- ,,..' - .{I1l,°. SIDING OVER SHEATHING •..- LOCK SEAM A 09.23.10 REVISION POLYURETHANE ■,�!:° = :. SEALANT TYP. EXTERIOR WALL WITH 26 GA. GUTTER FULLY SOLDERED CLADDING KICK-OUT FLASHING 1 t- NOTE: COMPOSITION APRON FLASHING TO BE 1, ASPHALT SHINGLES COUNTERFLASHED 3"MIN W/W.R.B. I &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 TYPICAL VENT PENETRATION WP-5.02 SCALE: 3"=1'-0" ARCH REF: 3 WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: Cli-37 \1 -5.02/ SCALE: 3"=1'-0" ARCH REF: W (1) � � W W Q Ct 2 ce U O N L a, = Li- cf) (n � � W Z 0 W CO 2 ..c u) F.-_ 2On73 U) i- FOR CONSTRUCTION} i c DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } PROJECT NO: 2010.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: 1 WP 5.02 1 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 CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: AB ANCHOR BOLT HT HEIGHT 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH TOP CHORD = 25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES (I) ANY WORK OR FABRICATION. = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS CO lil cn 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG SAFETY REQUIRED FOR THE WORK. = 5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD < TOTAL LOAD =45 PSF +SELF WEIGHT APPROX APPROXIMATE MAX MAXIMUM 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK, AND ARCH ARCHITECTURAL MB MACHINE BOLT NET UPLIFT (WIND) = 5 PSF 425 0 TEMPORARY SHORING REQUIRED FOR THE WORK. BBO BEAM BY OTHERS MECH MECHANICAL 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, H P DRAWIN AN S, S SS SHOP DRAWINGS AND CALCULATIONS BEARING 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO BO BY OTHERS MIN MINIMUM (f) = N THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF BP BASE PLATE THE EXTENT SHOWN. MISC MISCELLANEOUS ° = I 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE, AND METAL SEATS REQUIRED, AND SHALL BM BEAM Z LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS 1MTH ARCHITECTURAL PLANS. NOTIFY OWNER'S > NO OR# NUMBER C� REPRESENTATIVE OF ANY DISCREPANCIES. DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL LIJ N CL CENTERLINE � 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. NTS NOT TO SCALE nn GS 0 LL SIMILAR CONDITIONS AND LOCATIONS. CLR CLEAR V 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 0 Cf) OC ON CENTERS 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. COL COLUMN PCF POUNDS PER CUBIC FOOT Ili 1- 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3"X 5". 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES & RECESSES. CONC CONCRETE PLCS PLACES _J 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT NTIN OU NTIN CO U S C I Y 0 UT R, PL PLATE DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT Cfi- -I 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH W �..�.. 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED � 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC...) SHALL PER THE LATEST OR MOST 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH W LIB RULES#17, OF THE FOLLOWING DIA 0 DIAMETER R RADIUS ( C ) S BE P LA ES 0 OS CURRENT C U , 0 W DIM DIMENSION REINF REINFORCING EDITION AVAILABLE. GRADES: Q 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE Z. DWG DRAWING REQ'D REQUIRED 1..1e ROOF (SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO. 2 DWL DOWEL RET W RETAINING WALL z ( ) U EA EACH REV REVISION FLOORS 40 PSF 6x BEAMS, POSTS = DF-L NO. 1 EF EACH FACE SCHED SCHEDULE WIND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET < r.) ---1 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 CO FOUNDATIONS: ETC ET CETERA SQ SQUARE 5. OVER-FRAMING 2x6 AFT = O AM NG TO BE 2x RAFTERS @ 24" O.C. W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF @ 48" O.C. TYPICAL. EW EACH WAY STD STANDARD 1. MAXIMUM DESIGN SOIL BEARING PRESSURE = 1500 PSF ASSUMED. 6. WALL STUDS WITH A HEIGHT GREATER THAN 10'-0" SHALL BE SPACED AT 12 O.C. (E) EXISTING STIFF 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.0 (1) (1) KING, EXIST EXISTING STL STEEL 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. D 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING.U S O S G FB FLUSH BEAM ( ) 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. CO SS S GTH T& B TOP& BOTTOM COMPACTED TO A DENSE, NON-YIELDING STATE. OF CONCRETE, PSI 10. REFER TO TOP PLATE TOC TOP OF CONCRETE I- en 0 DETAIL 1/57.0 FOR 0 LATE SPLICE CONDITION. 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED FCO FLOOR CLEANOUT TOS TOP OF STEEL 11. REFER TO DETAIL 2/57.0 FOR FRAMING OF TYPICAL OPENING. PROCTOR. 12. BALL FD FLOOR DRAIN TS TUBE STEEL OON FRAMED JOISTS SHALL BE SPACED AT 11-0" O.C. FDN FOUNDATION TYP TYPICAL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. PRESSURE TREATED (P.T.) LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 1'-0"VERTICAL 1. MILD STEEL& UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES& HOLDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE STEPS. FS FAR SIDE SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT VERT 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. L 0 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 CURED 3. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GALV GALVANIZED R' 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 N 2. CONCRETE FORMS, MIXING, PLACING, AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST rn HORZ HORIZONTAL C/1 :- SHEATHING: M EDITION AND SPECIFICATIONS. � :.-.� r� o 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HS HIGH STRENGTH O 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. co HSB HIGH STRENGTH BOLT -,i 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: 4--4 - 4> 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON A) ROOF SHEATHING 7/16 NOMINAL, INDEX 24/16 � o �I E B) N D FLOOR R 3/4" NOMINAL, :�:� a THE DRAWINGS. 2 00 OMINAL INDEX 48/24 3RD FLOOR =3/4" NOMINAL, INDEX 48/24 l) o 0 REINFORCING STEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED - 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: 00 00 S G S NSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END � ® .,-.1 � 1 ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. JOINTS SHALL BE STAGGERED. .: , 3 P4 S G 3. BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. : °' 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. °' 0 SS CO 0 0 CS S 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. , 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT ,. x N 0 ' NAILING AND FASTENERS: *At M AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH „ .. ADEQUATE LAPS. 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION a) 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. N o BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. c 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL A) CONCRETE CAST AGAINST EARTH = 3 RUC uR B) CONCRETE EXPOSED TO EARTH OR WEATHER BE HOT-DIP GALVANIZED. s At 3‘, PROF#5 AND SMALLER= 1%2" 4. SHEATHING NAILING SHALL BE AS FOLLOWS: C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER A) ROOF SHEATHING = 8d AT 6" O.C. AT ALL PANEL EDGES ��G�NE£,Q t_ 3 " )SLABS, #11 BARS AND SMALLER - /4 - 8d AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS 12,320 BEAMS AND COLUMNS = 1/2 #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 ` 8d AT 12 O.C.AT ALL INTERMEDIATE SUPPORTS - a SPACING TO HORIZONTAL REINFORCING. T = C)WALL SHEATHING BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS t!; OREGON . ► 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24" MIN.) LAPS. �` 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE&TEMPERATURE REINFORCEMENT IN ALL SLABS. 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND �,�Gl y 15,V3 ■ GN- LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. "C- 10. REFER TO DETAILS 1/56.0&2/56.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. J, E�1 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. 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD 1. ROOF AND FLOOR FRAMING DESIGNATED"AS MANUFACTURED SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS, AND I SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK I o MANUFACTURED BY OTHERS 3 U 3 c� 2 SHALL BE SUPERVISED BY A SPECIAL INSPECTOR, AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. w 2. ALL BEAMS DESIGNATED"PSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: � � < -, co _ = 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH < U cn o Fb=2,900 psi, Fv=328 psi, E=2.0 MILLION 3 d- 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 O 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: Fb=2325 psi, Fv=460 psi, E=1.55 MILLION ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. o o P - p E=1.55 w 3 w z z , w 4. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER � � � w Li IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS W , _ Q 1 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES 0 O ! O 0 NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. i r 6. TRUSJOIST TRUSSES &JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS m AND SPECIFICATIONS. gg 3 3 R- 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. BEARING WALL ELEVATION LETTER y O, 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: -a FLOOR LIVE LOAD = 40 PSF I 3 i ; 3 co 3 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 ® 3 3 "Cr; I co UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS, AND OTHER CONCENTRATED LOADS PRIOR TO E JOIST FABRICATION. SHEET WHERE DRAWN 3 I 3 z Z o -c 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. 3 o - INDICATES HOLDDOWN ANCHOR 0 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS,AND ALL OTHER 3 �- TYPE AND LOCATION � � ' a I 1E 0 I- ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM 3 , 3 U ;co a) WITH A FINAL REPORT. SECTION LETTER w FOUNDATION/ o � STEM WALL T ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR 12. IF JOISTS S U I L CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. a� SEE SHEARWALL E co § A& BUILDING SECTION I 3 SCHEDULE FOR TYPE � t CO GLUE LAMINATED MEMBERS: VP ' _ O rn 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE Itr SHEAR PANEL SPAN SHEET WHERE DRAWN 24F-V8 AT ALL CANTI L EVE R AN D CONTI N U O U S B EA S, UNLESS OTHERWISE SPECIFIED 0 N THE DRAWINGS. < %< ,,, >, ::.z , I 3 w 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF 0 LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SEE 3 . SCHEDDULE ULE FOR TYPE F co ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. w w 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. z 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. ^ I 'o U ,I, BREAK INDICATOR 3 ' z ct ° M ) ' � � iw V N Q E D O 3 � I� 3 3 X •a) I 3 -) SHEET NO. U W U VS S 1 U N O EL EC w JOB NO. I 0 CEN-090 KEY NOTES 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 3 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS%4" 0 x 4%2' @ 12" O.C. ® SIMPSON ACE6 0, SIMPSON LUS26 @ EA JOIST `� ® SIMPSON ACE4 40 POSTS FOR HANDRAILS. REFER TO DETAIL 341S7.2 0 5 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL ® SIMPSON LGT3 2 SIMPSON ABA66 W/WEDGE ALL 0 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 7 N 0 CONDITIONS SHALL BE PRESSURE TREATED LUMBER 1, !, 23 W/8d NAILS @ 2/ O.C. EDGES, 12 O.C. FIELD. 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x z O MIN & NAILS SHALL BE STAGGERED W/8d NAILS @ 6 II O.C. EDGES, 12,! O.C. FIELD < RI O HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 24 W/8d NAILS @ 6" O.C. EDGES, 12" O.C. FIELD q_ et_ CL 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS 1- 0 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 12" O.C. z @ 72'-0" 0 12 SIMPSON HUC46 (MAX NAILING) /,-,-,\ SIMPSON LTT19 W/" 0 x 6" LAG SCREWS I O J O PER DETAIL 37/57.2 O. STRAP ENDS OF BEAM PER DETAIL 12/S7.0 20'-0" 16'-0" 16'-0" 20'-0" I- LLI i•.. 14 SIMPSON ECCQ5-6 27 SIMPSON AC6 / / / Q Lill 0 1_ 11, ,_ 11, ,_ 1„ 61!! 4'-711, ,! 61,, 4!_711, ! 1 10'-0" 262 2'-10" 4'-7-2 41-7-2 2'-10" 8'-0" 2 2-10 8'-0" 2 2'-10" 2-62�� 10'-0" 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 / / / 1/ / / // / / 0 z C) = EXTEND WALL SHT'G THROUGH PERPENDICULAR D (..) 16 I WALL PER DETAIL 16/57.1 29 INFILL WALLAS NEEDED ® � LL / / --: / / W D © e © 5 0 5 0 © 0 © 0 D ° 17 • 17 17 o 00 Co Zo 1 :. 4 18 ® 12 ®15 12 15 56.0 18 ANCHORSCHEDULE _ ,� \ _ J ® I 6 6 c§) - 0 0 0 0 . CD SSTB28L •� - r SSTB24 41010 11110 0 0-1 - J .. iz co N _'" • O 1" aT) - - ® ® - D O ® c) CD 1 O SSWAB HS � 4 I 4 I 4 '' m ® 4" O SSWAB HS 56.0 56.0 , . 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CEN-090 o. • VD w 1 0 a) N Z 1 &-.1 Q J c et_ o_ 00) z I° ~' 20'-0" / / /16'-0" 16'-0" 20'-0" O O 3„ 3„ _3„ 1„ 63,' 1„ 7-3,, 4 74 74 74 �4 3" j:::— w ., 4 74 64 N- 1 7'-92" 2-2 4'-22„ 3-4 3-3 4'-32" 4-9 2-5 3-3 4'_32" 3-11 3-3 I F31-4" 4'_4' _ 7'-9�" _ I , „ , „ , „ 2 2' 2„ 2 1, 4„ / .__. 0 / / / / / �"// / / J' / / // 7 // / / / / // Z z D U c--3- o ct -1-- u_ ANCHORSCHEDULE ( _ i 3" t_ 3„ J 1E/��- � �-, r - --L., ( — ( —\ -1-. ( —\ 11,11 p CO �4y 2'-10" /4/ i �4/ 2'-10" /4/ // 2'-10" �4/ �4/ 2'-10" �4/..:,:.1 SSTB28L � SSTB24 Cr) 3) 1" 0 SSWAB HS i O %a" 0 SSWAB HS 110 F O O O 6 10 �6> O ! t, 1 T Q %" 0 THREADED ROD ,I '"'''I\ - .7 i .,.. 4..7 :- . ':= 7, .1.Y"1 THREADED ROD 6 1„ Q1 O O 01 p� _ co _ ::. X01 O O O .�.� N 1 O 1/ 0 THREADED ROD s r (2)2 x SILL i O 0 O V N PLATE I' ».. :T.. b ... ao 4) 4� ., o: ,4 -: N Ct . 1 3 1„ 3 74 81„ `1 2 ..._ b M 2'-11” 54” ly/ /7 I 2'-84" 71." 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SCHEDULE M� .. .. - \ - - 0 is? 'co to 0 •• I �j ■ i1 TOW r51� 41 01 Co '`” �n ? :.'' 0 ?,„::::::::, E H rn �� e Ile © © ,..0:41L,4870 ? ., 192.947 _ - -.: ___ iffilitAt.o I � � 3 3 � 3 � O 1- © SSW15x7 el , 0 ? .. I i. 2 2xSILL 3 o t ) � � TEMPLATE (2) 2 x SILL � � i � wo © I W/ANCHOR 3 I U PLATE SSW15x7 SSW15x7 " �� PLATE ? ? m TEMPLATE i TEMPLATE BOLT PER E u)W/ANCHOR W/ANCHOR SCHEDULE ( BOLT PER BOLT PER rn — SCHEDULE SCHEDULE 3 9 1„ E 92 g " w 2 I . „ „ „ 4'-10-3„ 3,_31„ 41 11' 6,_71„ '_11' 3'_31" 4'-103" = 9-3 4 2 5'-10" 8'-3" 2 2 2 8'-3" 2 2 4 9'-3" / 1 : ): ;> 1> / // /,� / / / / ii I/ / w 73" 63„ 3 o I „7 z 20'-0 " 19'-11 " I I 16-0" 16-0„/ / / / E ? o ° UNIT AM UNIT B UNITC UNITA I LOT 26 LOT 27 LOT 28 LOT 29 SHEET NO. U TOW 191 .77 TOW 191 /7 TOW 191 .77 TOW 191 .77 z w U 0_ 0 A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY) S 2 . 1 L S2.1 SCALE: 1/4” = 1'-0" JOB NO. O CEN-090 SHEAR WALL SCHEDULE KEY NOTES BEAMSCHEDULE POSTSCHEDULE @ SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 ( 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 000(2) 2 x 8 15 5y2 x 14 PSL (FLUSH BM) 0 4 x 4 (2) 2 x 6 TRIMMER (2) 2 x 6 TRIMMER Cr) SILL PLATE: CONC. O 6:4) M Z SHEAR WALL INFORMATION @ RIM JOIST COMMENTS 1 2x6KING O 6x6 CONDITION O2 SIMPSON CCQ66 18 (2) SIMPSON SDS SCR'.EWS/4 0 x 4/2 @ 12 O.C. O 4 x 6 O � w @ JOIST OR BLK'G 2 2 x 10 �2 ( ) 16 Sys x 10y2 GL(DROP BM) 3 SIMPSON ACE6 SIMPSON LUS26 EA JOIST C 6 x 6 ,� „ 19 (2) 2 x 4 TRIMMER � � @ O 2 2 x 4 TRIMMER ( ) %"APA RATED SHTG ONE /2 x 10 AB s @ g0 - P4 O ( )A 3g" „ @ SIMPSON ACE4 4 x 6 p 6 x 6 DF#1 (1) 2 x 4 KING O (3)2 x 4 KING O OC (EMBED 7 ) 24 C RI M JOIST SEE NOTE 1, 2 @ 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 O3 4 x 8 17 ® EDGES & 12" OC FIELD 16d @ 6" OC TO PLATE BELOW a E (2) 2 x 4 J 3 2 x 4 1 „ '� � ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL CS O 0 4 3y x 9 GL 18 1/4 x 14 TS/LSL (FLUSH � ( ) 0 (1) 2 x 6 TRIMMER � %"APA RATED SHT'G ONE /2 x 10 AB's @ SIMPSON LTP4 @ I P B ® S M SON LGT3 SIMPSON O s O BM) (1)2 x 6 TRIMMER K (2) 2 x 6 (3)2 x 6 KING Z lir SIDE W/8d NAILS @ 4" OC 12 OC (EMBED 7 ) 16" OC RIM JOIST SEE NOTE 1, 2, 3 O S SON ABA66 W/WEDGE ALL O @ ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE. BLOCKED AT HATCHED AREA O Sys x 10y2 GL 19 Sys x 16y2 GL (FLUSH BM) (2) 2x 6 KING (1) 2 x 6 TRIMMER O 6 x 6 DF#1 CO EDGES& 12 OC FIELD 16d 4 OC TO PLATE BELOW 7 -. L 0 CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ O 6 x 6 KING 3 2x6 x 12 AB s W/8d NAILS 2Y2 O.C. EDGES, 12 O.C. FIELD. G ( > N © APA RATED SHT G ONE � ,� @ ,� SIMPSON LTP4 @ 23 @ 6 5y x 12 GL (DROP BM) 20 5y x 15 GL (24-V8) O 12 OC EMBED 7 �� DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O s ( ) O s ( ) SIDE W/8d NAILS @ 2 OC 9 OC RIM JOIST SEE NOTE 1, 2, 3, 4 ® �� �� ® (f) 3" MIN & NAILS W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD N SHALL BE STAGGERED � 16d 3 OC EDGES& 12" OC FIELD @ TO PLATE BELOW 3y2 x 14 TS/LSL ( FLUSH GIRDER TRUSSES - 7 21 HEADER SHALL EXTEND OVER AL DIAPHRAGM SHALL BE_ BLOCKED AT HATCHED AREA � ® 0 SHEARW LS BM) O BY OTHERS f: o D / APA RATED SHTG BOTH / x 12 AB s @ SIMPSON LTP4 @ 0 24 W/8d NAILS 6" 0 C. EDGES 12" 0 C. FIELD ) 4" 12 OC (EMBED 7") 8" @ SIMPSON H 412 1p, SIDES W/8d NAILS @ 4 OC 8 OC RIM JOIST SEE NOTE 1, 2, 3, 4 10 UCQ g (2)2 x 4 22 2x 8 LEDGER � 16d 3" O BALLOON FRAMED WALL. PROVIDE WALL STUDS O O EDGES& 12" OC FIELD @ OC TO PLATE BELOW 25 „ 11 ALIGN FLOOR JOIST WITH SHEARWALL 0 @ 12" O.C. WALL IDENTIFICATION W Y"APA RATED SHTG BOTH y2"x 12"AB's @ SIMPSON LTP4 O FLOOR TRUSS BY 5 „ g (2) 2 x 12 EACH UNIT HAS BEEN ENGINEERED 0 � © 7" OC EMBED 7" @ @ SIMPSON HUC46 (MAX NAILING) 26 SIMPSON LTT19 W/s 0 x 6" LAG SCREWS O 23 OTHERS GOOD FOR TO BE STRUCTURALLY INDEPENDENT J W lir SIDES W/8d NAILS @ 2 OC _ ( �� ) 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 0 � PER DETAIL 37/S7.2 , O 380 PLF WIND OF ADJACENT NIT jj v EDGES& 12" OC FIELD 16d 2" OC TO PLATE BELOW STRAP ENDS OF BEAM PER DETAIL 1 7.0 CD 5 x 2 GL (24-V8) C UNITS @ 13 0 2/S ys U2 ( ) a 3 �� SIMPSON AC6 (DRAG LOAD) HOLDOWN LOCATION Z 27 /4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE O „ 14 SIMPSON ECCQ5-6 v c) -.. Ak END EMBED 12 INTO FTG OR HEADER W/ 4 SDS 11 2 x 8 @ 16" O.C. 24 4 x 10 :.::.::::::.»;:..:.>:,•>:.;:r <.;..>::.- ( ) O �- SHEAR WALL SSW12 x 7 _. N/A O ��'`��'`��'� `�������• SIMPSON LBV1.81/14 �, SIMPSON M PSO N H UC414 28 {� :;>::::::<::>:::<;>:•:«:>•::>::>::>:.;:.;:.<:.;::.;:.;:.;:.;:.;:. � N/A y4 x 3y2 SCREWS. SEE 15 O '� J NOTES � 12 2 x 6 @ 16 O.C. 25 6 x 12 r::•� EXTEND WALL SHTG THROUGH PERPENDICULAR O O < 1" 0 SIMPSON SSWAB HS EA 16 WALL PER DETAIL 16/S7.1 INFILL WALL AS NEEDED BEARING WALL w At. @ 29 ATTACH TO TOP PLATE 0 0 14" FLOOR TRUSSES CC) END EMBED 14 INTO FTG 13 26 3y x 12 GL DROP BM) Ipr- SSW15 x 7 N/A OR HEADER W/(6) SDS O BY OTHERS D N/A NON-BEARING WALL III y4 x 3y2 SCREWS. SEE ROOF TRUSSES - - - - E 4 NOTE 5. BY OTHERS < At 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE W END (EMBED 14 INTO FTG) OR HEADER W/ 12 SDS = D lir SSW21 x 7 N/A N/A y4 x 3y2 SCREWS. SEE Cr) CI) NOTE 5 A 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE END (EMBED 14" INTO FTG) OR HEADER W/ 14 SDS IN 33 33 lir AN SSW24x7 N/A ( ) , N/A /4" 3y SCREWS. SEE ©�� S7.2 ©mo S7.2 ©m© 000 /4 2 NOTE 5. - _ - - - - _ NOTES. � ►� __ --- . ..... ......... . -. _ , 1.y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. -� ::2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. ,� c ) e p ® 0 O �, ® © 9 '2 o 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF © _ O O AN ® •• �, 33 ADJOINING WALL SHT'G ARE TO BE STAGGERED. � .,... �; 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. S7.2 �'-r ° 0 c ) �FiOm ® m©�ri ® epii, � � ® 0047, �•�� ���: o VERIFY SPACING OF ANCHOR BOLTS. 25 b " 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. 't " �% 0 •, :- ct SIM 4 SIM W.._.. GOO 6 4 SIM $.,,4 = r,, ° _ 6 ®� 7.0 I � � o ®oe S S7.0 I •1S70 rej 7.0 GOO CH °o �� E m - 0 mil © o m ,z.. a o 0 o ® ., th :, ,, . ,_. :f., ,... , ,4. 1 y, s� 1..., ®Al&GO Ova O © 0 000 © O O O ©� O O O O O . 0 D 1 HOEDOWN SCHEDULE v v ... 4* ,,, ,-, N :i . HOLDOWN ATTACHMENT COMMENTS 6 w °esse . .,TYP,UNO 1 v) © © Q S7.0 Q -: o 0 0 NOT REQUIRED NA NA TYPUNO ® • TYPUNO . St RU C:"..r' SIMPSON SSTB24 ANCHOR EMBED 20/8" INTO PROVIDE#4 DOWELS TYP UNO ® O PROii- SIMPSON 1 AL HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK ® 26 10d COMMON NAILS. EA HOLDDOWN BOLT NW �`� c,�G1 f0 v ( ) @ € 12 0 0 SIMPSON SSTBL28 ANCHOR(/s 0 THREADED ROD W/ OPTIONAL SIM alk‘TF '''.'1:''''!..'..4.,3...,.,..,.., ,.,..„.,., SIM OPTIONAL STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) 20 'v` PROVIDE (2)#4 DOWELS 10 10 . . „:r: PR 2 0 S 0 EMBED 24%s" INTO FOUNDATION/8"AT INTERIOR = S7.0 © o 7.0 = AL W/STANDARD HOOK SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ @ EA HOLDDOWN BOLT S tnl OREGON© (20) SDS y4 x 3 SCREWS. EDGE NAIL WALL SHTG TO ; �g :Q >� ��Y15,19�� �Q'EACH 2x PER DETAIL 5/S6.0& SHEARWALL 8 N �. ENS SCHEDULE. 3 2x SHALL BE FULL HEIGHT&SECURED S7.0 7..................,. . , :,r. ;:: Q S7 TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. -•• • •-�- • :?!.': EXPIRES'12-31-2011 0 ir...-•6 3'-6" 4'-0" Q 4'-0„ 3'-6„ 6 SIMPSON SSTBL28 ANCHOR EMBED 24/8" INTO PROVIDE (2)#4 DOWELS 0 O Q O .Ak © O®. I o FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK � � ::>::SIMPSON HDQ8 � _:.© (20) SDS y4 x 3 SCREWS. @ EA HOLDDOWN BOLT © 9 `V 9 U w S7 0 ' - ii Q � � Co • � � F" Q o 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS 0 0 © '..©. © j::: S7.0 ©. o EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK \ 0 3.. a - w , AL 4 WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT ® 21 21 ® z z S IMPSON HDU1 ,� 0 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. � ; U w® w•{- _ _ w �d =E WN T 6x6 DF LP T Wl - - Q S CURE HOLDDO 0 OS - - s U 36 SDS y x 2Y SCREWS.( ) 4 2 O 1 ® O ti - 1Y" DIA THREADED ROD W/STD WASHER PROVIDE (2)#4 DOWELS © : .�A 0/7'N.,. . e: ,:-. ;:, .. J m EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK A; ,.ti A WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT ~ , £LPN 24 ' ., SIMPSON HD19 " . , 0, 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ,.. "`" OP N 1 3 I I Q E ® ® OREN m SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA :> _ -. I A307 BOLTS. e u) ilk- :, 0 ® i•ip g 3, : c) AIL (17)- 16d NAILS @TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO ' 6 _ . • a� b • • � SIMPSON MST48 (17) 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 S7.0 � ® , �.. ./ �••:• © - ;: 0 •.•��..... CD ' � � � • • : : ,6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE O ® I 3 o z i r= .,:„ ,,, Alk :(24)- 16d NAILS @TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO 20 r °- o AIL 24 16d NAILS BOTTOM O D L. STUDS U MS T60 BM/HDR BELOW PER 11/S7.0 D SIMPSON ( ) AL ® � SIM a � � � � � PN a _ ,. w BELOW. (CENTER STRAP ON FLOOR CAVITY)a� O C S 00 C ,' 38 � : 1 F_ © & 12/S7.0 IF APPLICABLE 26 � v 0 Ak o O 26 v I I 3 o L - U (17)- 16d NAILS @TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO ''' 4-5 AL 0 1 1(2) SIMPSON 0 O Virotgoil ga 3 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES F : 0 0 BM/HDR BELOW PER 111S7.0 �S 3 E 8 MST48 EA END POST AND CENTER STRAPS ON FLOOR CAVITY 7.0 IF APPLICABLE f t: . 29 © =� :;:::,r; & 12/S C �; Q ® _ w 24 - 16d NAILS TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL TRAP TO CO -' :' ,{., .{ '. - I (2) SIMPSON ( ) @ S O 0 ® © �► J �` ., © f O ® © O I 3 - ° INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 ;: . .... ,� . - ' :. .4p ,': ,, - I 9 M T60 E AENDb `w 1 OF POST:: : --U % :0 ` ,r _ue/ �% =/ © r'rl•� . ,.:.AND BOTTOM FOR EA STRAP o AIL (2) SIMPSON WRAP AND NAIL STRAP TO .:::,:::-: :... ... �a a v , co 6 CMST12 INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 9 �h - ,...._._� O 1► �;., -:.:., ,:;:..:::::.f f. . 10 CMST12 x 96 EA END ,, ® a �; �,, : , w OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 'Q © . O 3 © an ,�© 1 NOTES: z , - I 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS 6 FULL HEIGHT(TYPICAL). �► z ir U .. 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. ‘11F 0 � tollir � © � Ar 0 Tar---0 3.ALL 16d NAILS SPECIFIED IN HOEDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 y4 ) MIN.4. IF HOEDOWN STRAP OCCURS BEAM OR HEADER BELOW PROVIDE SAME STRAP EACH END OF TYP !''' � TYP Lu a BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. • 0011? .E 3 0 , 3 0 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. © 0 I © 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. a) 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. 0 . 1 , : : a SHEET NO U UNIT AM UNITB UNITC UNITA z LOT 26 LOT 27 LOT 28 LOT 29 53 w U QS .o A MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN w cr S3 SCALE: 1/4" = 11-0" i JOB NO. O CEN-090 SHEAR WALL SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 ( 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 0 (2) 2 x 8 15 572 x. 14 PSL (FLUSH BM) ® 4 x 4 H (2) 2 x 6 TRIMMER M (2) 2 x 6 TRIMMER (13 SHEAR WALL INFORMATION SILL PLATE: © CONC. RIM JOIST COMMENTS SIMPSON CC 66 (2) SIMPSON SDS SCREWSY" 0 x 4Y" 12" O.C. B 4 x 6 O (1) 2 x 6 KING 0 6 x 6 KING Z 2 Q 18 ( ) 4 2 @ O O O W JOIST OR BLK'G CONDITION (2) 2 x 10 Q 2 ( ) 16 578 x 1072 GL(DROP BM) 6 x 6 O C 1 �� � Q3 SIMPSON ACE6 19 SIMPSON LUS26 @ EA JOIST O (2) 2 x 4 TRIMMER (2)2 x 4 TRIMMER � III / x10 AB's N A / APA RATED SHTG ONE 2 ,� @ g0 - 2 @ p 6 x 6 DF#1 O (1) 2 x 4 KING O (3)2 x 4 KING CL lir SIDE Wi 8d NAILS @ 6 OG 39 OC (EMBED 7 ) 24" C RIM JOIST SEE NOTE 1, 2 ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 O3 4 x 8 17 4 x 6 ® 16d ® 2 2x4 (3) 2 x 4 E 0 DGES & 12" OC FIELD d @ 6" OC TO PLATE BELOW 5 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 1/4 x 14 TS/LSL(FLUSH O ( ) J ( ) (1) 2 x 6 TRIMMER 0 0) 1 „ „ O O 4 378x9GL 18 ( � O 1 " /2 x10 AB's APA RATED SHT'G ONE @ SIMPSON LTP4 O O BM) (1) 2 x 6 TRIMMER K (2) 2 x 6 (3)2 x 6 KING N a` SIMPSON LGT3 B ® S G 2 SIMPSON ABA66 W/WEDGE ALL ( } III SIDE W/8d NAILS 4" OC 12 OC (EMBED 7 ) 16" OC RIM JOIST SEE NOTE 1, 2, 3 O Q O @ ,� ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 5 378 x 10/2 GL Ci) 578 x 1672 GL (FLUSH BM) (2) 2x 6 KING (1) 2 x 6 TRIMMER O 6 x 6 DF#1 EDGES& 12 OC FIELD 16d @ 4 OC TO PLATE BELOW 7 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O L 2 co 1 „ O CONDITIONS SHALL BE PRESSURE TREATED LUMBER 1 „ G (3) 2 x 6 0 6 x 6 KING %°APA RATED SHTG ONE /2 x 12 AB's @ SIMPSON LTP4 @ 23 W/8d NAILS @ 2/2 O.C. EDGES, 12 O.C. FIELD. O Q N © mir- 12" OC EMBED 7" DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O 5Y8 x 12 GL (DROP BM) 20 578 x 15 GL(24-V8) 0 SIDE W/8d NAILS 2 OC ( ) 9 OC RIM JOIST SEE NOTE 1, 2, 3, 4 8 @ ® „ WI 8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD MIN &NAILS SHALL BE STAGGERED 16d 3" OC TO 37 x 14 TS/LSL FLUSH GIRDER TRUSSES EDGES & 12 OC FIELD 0 PLATE BELOW 2 LL © ( 7 21 �'°" U- 0 HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) O BY OTHERS I /2" 72x12 AB's O 24 2 APA RATED SHT G BOTH @ SIMPSON LTP4 " nn// W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD I.L D IDES W/8d NAILS 4" OC 12" OC (EMBED 7") 8" OC RIM JOIST SEE NOTE 1 2, 3 4 10 SIMPSON HUCQ412 (2) 2 x 4 2 x 8 LEDGER S 0 S 8 > O 22 @ ® BALLOON FRAMED WALL. PROVIDE WALL STUDS O O WALL I D E NT I F I CATION 0 -a EACH UNIT HAS BEEN ENGINEERED lir- EDGES& 12 OC FIELD 16d @ 3 OC TO PLATE BELOW O. ALIGN FLOOR JOIST WITH SHEARWALL 25 12" O.C. ., Y..APA RATED SHTG BOTH Y2"x 12"AB's @ SIMPSON LTP4 O @ FLOOR TRUSS BY @ � „ g (2) 2 x 12 TO BE STRUCTURALLY INDEPENDENT ® � � © Arpr 7" OC (EMBED 7") ,� 12 SIMPSON HUC46 (MAX NAILING) 26 SIMPSON IL 37/ W/8 0 x 6 LAG SCREWS O 23 OTHERS GOOD FOR _ OF ADJACENT UNITS O SIDES W/8d NAILS 2 OC ( ) 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 O O W EDGES& 12" OC FIELD 16d @ 2" OC TO PLATE BELOW 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 PER DETAIL 37/S7.2 10 578 x 2272 GL (24-V8) 380 PLF WIND _ HOLDOWN LOCATION 0 ir:/4" O Cl IMPSON AC6 z (DRAG LOAD) WAB HS EA ATTACH TO TOP PLATE D SHEAR WALL 0 SIMPSON SS © END (EMBED 12" INTO FTG) OR HEADER W/(4) SDS 14 SIMPSON ECCQS-6 @ (i) ".•'.•"• : .•f•'.•.•.r. U SSW12x7 .N/A 11 2x8 16" O.C. 4x10 "x 3 SCREWS. SEE 15 SIMPSON HUC414 O. SIMPSON LBV1.81/14 --� v N/A Y4 Y2 --� NOTE 5 @ 2 x 6 16" O.C. 25 6 x 12 + + BEARING WALL EXTEND WALL T THROUGH PERPENDICULAR LAR N LSH G OUG RPE CU O O 1" 16 Q Ili 1 0 SIMPSON SSWAB HS @ EA 0 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED FLOOR TRUSSES© 14" ATTACH TO TOP PLATE O 14 FL00 USSES S CO SW15 x 7 END (EMBED 14 INTO FTG) N/A OR HEADER W/ 6 SDS 13 BY OTHERS 2 378 x 12 GL (DROP BM) NON-BEARING WALL , IF N/A Y4 x 372 SCREWS. SEE 4 ROOF TRUSSES _ NOTE 5. 1 BY OTHERS o < 1" O SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE w © Irr SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS N/A 3 SCREWS. SEE CI) (I) Y4 x Y2 NOTE 5 Ain 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. x 3 x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. Y4 S Q 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. .:.: ,,Ni, TENT TOGETHER W/ 16d AND NAILING F N .� 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN OGE W 1 6" O.C.O.0 A 0 ADJOINING WALL SHT G ARE TO BE STAGGERED. C ::; 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. ® ® , ® p �, VERIFY SPACING OF ANCHOR BOLTS. ® ® :: -d ;� 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT. _.• O @ 4 4.0/. <: 1~6 0 57.0 6 57.0 a o U S7.0 � o �;© Ak j Ak © �"i"Tr Ivr _ 0 r y �} v v..:.r.r.r.r........::.::.::::. ,( ... ..... a�6. Iyy��� � .:r:::,:r:r r:rr:::. ..p.p( � ::,:r::r:::::<.:...::r::: � r� y �gy,........ ... � .r... .. . .... 3�'� R��........?.....:........� � ............a..........:a:. F"5. � ... ��':::?•:::::r::r:::::.......�� .� •::.:::::::•::?•:i;•: ::::••:F'�� � � ^ ..�.c.41., ., ,... .. • ��:......f.r... ��., ��::::::r::r:::r:::::::::::::::....�� � . ..:...:::::..�:::::::::.r:::$���� :.,:f.:..:::::::::.:::-:::::::r.:r::.r....:::--.... �, ,� : �,�. r.......... ?f... .�,, .,�...?.. ....�, .� .r... .� � : .r..r .�. ��� �.eb t!1 a� 3 0 0 9 0 0 0 0 0 ?• O , '© 0 © © 0 0 © © © t .© :.1 1: N HOLDOWN SCHEDULE M A p S7.0 ' o il v v HOLDOWN ATTACHMENT COMMENTS TYP, UN00 µ. A OTYP, UNO 0 20 „ .- 0 NOT REQUIRED NA NA ` PROF0 SIM `��0 T N �G f PROVIDE#4 DOWELS 0 " 9 �'� £�Ak SIMPSON SSTB24 ANCHOR EMBED 2(x/8 INTO NAL '' >: ® �► 12 320 9 SIMPSON HTTS FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK OPTIO S7.0 OPTIONAL OTYP, UNO v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT SSA s�Y�a i v.SIMPSON SSTBL28 ANCHOR (/s O THREADED ROD W/ ::::::.::::::::::::.:::.: b 0 .� O ., f tp, v OREGO ,y Z STD NUT AT EMBEDDED END, AT INTERIOR SHEARWALL) I E 2 #4 D WELS f k Y 15>4 EMBED 24/ INTO FOUNDATION/8 AT INTERIOR �/8 WI STANDARD HOOK � I J N. AL SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ "EA HOLDDOWN BOLT© (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT"G TO _ ® .. •.r. ® EXPIRES'12-31-2011.,.,: EACH 2x PER DETAIL 5/S6.0&SHEARWALL 21 SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED 10 O 0 ® �' © 0 `::'•':' 0 TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. ;::: i• SIMPSON SSTBL28 ANCHOR EMBED 24%8" INTO PROVIDE (2)#4 DOWELS " Q o Adk SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK ® _ ® d- r W© (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT `r' •• ',. .w o '< ,ii 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS Q Y u.. c�EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK � z '- AL WASHER&MASH THREADS ABOVE & BELOW NUTS. EA HOLDDOWN BOLT ::;> w z O w o I o o SIMPSON HDU14 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. Q Q OPENr >. O cc 'O� 01��N � o��N � ��..OPE�.�' Q ; SECURE HOLDDOWN TO 6x6, DF-LPOST W/ u ;• 0 J r. `<co,... �. Q TYP, UNO Q z 07 1 •v • : z 0 (36) SDS Y4 x 2/2 SCREWS. O m O DOWELS(2) I\ J 2 #4D W S PROVIDE 0 �. 0 ti 1 DIA THREADED ROD W/STD WASHER ':M Q�� �f"'� `tip•'• \// it H /STANDARD HOOK EMBEDDED END. PROVIDE 1 STD NUT EACH SIDE OF W S 00 I E 0 •�-- . : I m A\ a a a m O WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLTa 3 3 SIMPSON HD19 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. 6 W/(4) 16. ® 3 @ _ ® W/(4) 16d v „ III { CO o SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1 DIA TOE NAILS ® �, TOE NAILS S7.0 :: , , ' � II' I 0) A307 BOLTS. EA END t�,' EA END 3 o I 'o E I `�" � � � 3z Z 1 2 (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO 3 3 3 o 17 - 16d NAILS BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 - 0 6 SIMPSON MST48 ( ) © AL BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE 17 ® /:.: :'... ® D 3 u) - NAILS TOP DBE. STUDS & `' gik {" �\ LWA 4, a _AIL o (24) 16d NA LS @ 0 WRAP AND NAIL STRAP TO L _6 0 0 131 0 3 - 0 ,:,T60 24 - 16d NAILS BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 _ 0 O 0 €11 U SIMPSON MS ( ) @ 0 1 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE : S7.0 cry �iF-i I `';,�%,f:=__i£t:::>:::<��:<::::��.�: :El.................. OD r ;`; -- � -oL'a. '� g AL (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO = S7.0 = © : r 0 i it 0 0 0 == S7.0 Fri:: I (2) SIMPSON TA ER STRAPS ON OPPOSITE SIDES OF 6x6 POST. S GG S BM/HDR BELOW PER 11/S7.0 n 0 0 © 0 Q '`' 0 © 0 0 I _ 0 0 I 8 MST48 EA END • ' ..... ;i.� Fii`ii'..<i».>::::.............r..:........ :�:::-:iii ;`N'V �\� fi ''@F'::::•:;..:s••y:::.i>L}7�' .a';! .?�i:-:• ::...:.. ...�:::::::r:r:v::::::::::::::.:. � .: i .:x::?w::v :::::::::::::::.::::..::::::..:•.......:r II ::r:r:: �i�•�. .::::::?v:::•......POST AND CENTER STRAPS ON FLOOR CAVITY & 12/ 7.0 IF APPLICABLE :.:::f:.�.,.,?.:......�...: -, :::::.::f.,:::..:::.::::,.::.:::::.:::::::.:....:,,:.:?o ';; �`` z (2) SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO O © I fr 0 © > w O INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES / DR BELOW PER 11/S7.0 © 0 """"'� 0 U MST60 EA END BM H ED _ I � I , 9 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE : © © <' ©- - - - r - - �, w licr III a_ AIL (42)- 16d NAILS ©TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO •>;•>:•>;•>:•>:•>:•>:..•>:•,:<•r>,,..,,,.:',, :',,, • i , , SHEAR WALL SCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 (' 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2)2 x 8 15 5Y2 x 14 PSL (FLUSH BM) ® 4 x 4 (2) 2 x 6 TRIMMER M (2) 2 x 6 TRIMMER CD SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS „ „ O O O 1 2 6 KING SIMPSON 66 (2) SIMPSON SDS SCREWS 0 x 4 12 O.C. 4 2 CCQ66 18 O S SC Y4 Y2 @ B (1) Z O 0 0 W @ JOIST OR BLK'G CONDITION -_._.. 3 SIMPSON ACE6 ® (2) 2 x 10 16 5Y$x 10Y2 GL(DROP BM) �"x 10" AB's O 19 SIMPSON LUS26 @ EA JOIST _ O 6 x 6 I (2) 2 x 4 TRIMMER N (2) 2 x 4 TRIMMER Q A Y APA RATED SHTG ONE 2 @ SIMPSON LTP4 @ O O J lir SIDE W/8d NAILS @ 6" OC 39 OC (EMBED 7 ) 24" OC RIM JOIST SEE NOTE 1, 2 ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 ( 4 x 8 17 4 x 6 OD 6 x 6 DF#1 (1) 2 x 4 KING (3) 2 x 4 KING 0- 0 16d 6 OC (2) 2 3 2 EDGES FIELD x 4 G S& 12 OC @ TO PLATE BELOW 5 SIMPSON HUC48 a ( ) J ( ) 1 2 x 6 TRIMMER �O 21 SIMPSON ABA46 W/WEDGE-ALL 1/4 x 14 TS/LSL(FLUSH CO ( ) �� �� � O 4 3 x 9 GL 18 0 Y'APA RATED SHT'G ONE /2 x 10 AB's @ SIMPSON LTP4 O O BM) K (2) 2 x 6 O (3) 2 x 6 KING CNI lir @ SIMPSON (1) 2 x 6 TRIMMER ® S SON LGT3 ( ) Z„ � SIMPSON ABA66 W/WEDGE ALL O (2) 2x 6 KING p 6 x 6 OF#1 1 B SIDE W/8d NAILS @ 4" OC 12" OC (EMBED 7") 16 OC RIM JOIST SEE NOTE 1, 2, 3 EDGES & 12" OC HELD 16d 4" OC TO PLATE BELOW ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA p 3Ya x 10Y2 GL CD■ 5Ys x 16Y2 GL (FLUSH BM) (1) 2 x 6 TRIMMER O CONDITIONS SHALL BE PRESSURE TREATED LUMBER �, ,� 6 x 6 KING „ �� � 3 2x6 „ W/8d NAILS O.C. EDGES 12 O.C. FIELD. G ( ) / APA RATED SHT'G /2 x 12 AB's @ SIMPSON LTP4 @ 23 @ 2/2 ' _ O © 7") DIAPHRAGM SHALL BE BLOCKED HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x 6 5Ys x 12 GL(DROP BM) Os 5Y8 x 15 GL (24-V8) < CV 12 OC EMBED 7 O O T SIDE W/8d NAIL 2 OC 9 RIM JOIST SEE NOTE 1 2 3 4 8 S OC JO S 3" W/8d NAILS 6 O.C. EDGES, 12" O.C. FIELD MIN&NAILS SHALL BE STAGGERED III EDGES& 12 OC FIELD 16d @ 3 OC TO PLATE BELOW � @ 3Y x 14 TS/LSL FLUSH GIRDER TRUSSES Et 0 w y2" SHTG 12" g HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 2 ( �-J- I-® O 7 BM) 21 BY OTHERS D Y APA RATED SHTG BOTH 2 @ ,� SIMPSON LTP4 @ 24 W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD lir- �� 12 �� @ LL OC (EMBED 7") SIMPSON H 412 - SIDE 4 SEE NOTE 1 2, 3, 4 10 0 UCQ (2) 2 x 4 S W/8d NAILS OC 8 OC RIM JOIST 2 R , , , 8 ( ) 22 x 8 LEDGE " 16d 3" OC O BALLOON FRAMED WALL. PROVIDE WALL STUDS O O J EDGES & 12 OC FIELD @ TO PLATE BELOW 25 O 11 ALIGN FLOOR JOIST WITH SHEARWALL O @ 12 O.C. FLOOR TRUSS BY WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED -� %"APA RATED SHT'G BOTH Y2"x 12"AB's© SIMPSON LTP4 � „ g (2) 2 x 12 0 � � Al @ 12 SIMPSON HUC46 NAILING) SIMPSON LTT19 W5/8" 0 x 6 LAG SCREWS O OTHERS GOOD FOR TO BE STRUCTURALLY INDEPENDENT SIDES W/8d NAILS 2" OC 7 OC (EMBED 7 ) 5" RIM JOIST SEE NOTE 1 2, 3, 4 O (MAX( ) 26 23 OC IM JO S „ @ O PER DETAIL 37/57.2 O OF ADJACENT UNITS . 380 PLF WIND 16d 2 0 (24-V8) a EDGES& 12 OC FIELD @ OC TO PLATE BELOW 13 STRAP ENDS OF BEAM PER DETAIL 12/57.0 10 5Ys x 22Y2 GL (24 V8) (DRAG LOAD) HOEDOWN LOCATION Atk a �� SIMPSON AC6 06 e ,NC: Z /4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 14 SIMPSON ECCQ5-6 lir SSW12 x 7 END (EMBED 12" INTO FIG) N/q OR HEADER W/(4) SDS O 11 2 x 8 @ 16 0.C. 24 4 x 10 ::<::: f::<::>::>::>><:>::<»::::»<:>::>:.::<»>:::<:; SHEAR WALL J N/A Y4"x 3Y2 SCREWS. SEE 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 NOTES ' --- 12 2 x 6 @ 16" O.C. 25 6 x 12 'J EXTEND WALL SHT'G THROUGH PERPENDICULAR O O BEARING WALL 1" 0 SIMPSON SSWAB HS EA 16 ,� D @ ATTACH TO TOP PLATE WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14 FLOOR TRUSSES w © END (EMBED 14" INTO FTG) - 13 2 3Y$x 12 GL (DROP BM) m lir SSW15 x 7 N/A ADER WI 6 D N OR HE ( ) S S � BY OTHERS NON-BEARING WALL N/A Y4"X 3Y2 SCREWS. SEE ROOF TRUSSES 3 NOTE 5. 14 BY OTHERS Q w Aldi 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE W21 END (EMBED 14 INTO FTG) N/A OR HEADER W/ 12 SDS lir SS x 7 ( ) = = N/A Y4"x 3Y2 SCREWS. SEE Ci) Cr) NOTE 5 41k 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE .� 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. r. 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL (1)AB WITHIN 12" OF EACH WALL END. -,••?- �-,, = 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d 6" O.C.AND NAILING OF 0 ,2 P° G JO O @ O C O U ADJOINING WALL SHT'G ARE TO BE STAGGERED. c N 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. ;--4 0 0 VERIFY SPACING OF ANCHOR BOLTS. '-•- .... 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. : . . .:: . r » •: . .. :. ..... .......................:. ° ,- 18 18 18 18 La � 57.1 ® S7.1 ' S7.1 om � 0°_, o n/ rr,, II QJ O U O / A iii D � `'i � .. N O a �' -: .•ID,O D o, ► D .D D D �A ... i : r [ , ............. a :[ s s i ...... T .,.... . .... .. s s r:•::...::::::::: . . .. r t:..':->::•>:•>:•:e-s .........:: :r.. sa :: . . . . [ r rf ::::??.>:•>:•::•:- r ii ......... :..ri.f..1[ 0 ® . $ ° © © 1 0 0 © 0 0 � M y•0 A. o x � HOLDOWNSCHEDULE v v v �.N .. v) M (4 O UNO : "' kj HOLDOWN ATTACHMENT COMMENTS TYP, ° o 19 CID �. 1 57.1 :,: €, w Alk- NOT REQUIRED NA NA 32 Allk 32 0 11 S7.2 .r:rrr:r:rrr:r::rrrr: V S7.2 Ak SIMPSON SSTB24 ANCHOR EMBED 2(�/" INTO PROVIDE#4 DOWELS ' _ GI NEF4 �� 8 SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK � 12 320 v - :. (26) 10d COMMON NAILS. EA HOLDDOWN BOLT Fy `'•, # TYP UNO TYP UNO .h:w ti 3�4 TBL28 ANCHOR THREADED ROD W/ :.>: ..:,:•"'.,::••:: r------- ---- tilv, ,,, . ..,.,,,,..,%.j %,...„-4,Am.,,, „.-__,....„. SIMPSON SS /s 0 u�N OREGON STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS ,.� .... . .::.>� , , ® » - v 0 Q. • EMBED 24%s" INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK .€ TYP, UNO :.....: , :, i :: Y 15,19 ��` • . ....................................................................: , AL SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ N J, E�1C EA HOLDDOWN BOLT €€ g . O (20) SDS x 3 SCREWS EDGE NAIL WALL SHT G TO II ( ) Y4 I: EACH 2x PER DETAIL 5/56.0&SHEARWALL ® '+ ' EXPIRES'12-31-2011 SCHEDULE. (3) 2x SHALL BE FULL HEIGHT& SECURED : TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. E .. •. .. �. M_._ : : z AL SIMPSON SSTBL28 ANCHOR EMBED 247/8" INTO PROVIDE 2 #4 DOWELS w SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK i `<I < < C/) Q (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT ??i :.::::..:.:...:...:: O 1" DIA THREADED ROD W/STD WASHER PROVIDE(2)#4 DOWELS - °• z z L11 : EMBEDDED END. PROVIDE 1 STD NUT EACH SIDE OF STANDARD HOOK c� W/ TAN 00 S U W W C!� I- I,II WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT 0 w = Q SIMPSON HDU14 ( ° ° 0 0 t n 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. OPTIONAL ::::..,:.::,. „ OPTIONAL 1 .� , '..t ................ :{[' € : 7 : SECURE HOLDDOWN TO 6x6, DF LPOST W/ ' : (36) SDS Y4 X 2Y2 SCREWS. .:.:. I :: U. P v °° PROVIDE 2 #4 DOWELS 1Y" DIA THREADED ROD W/STD WASHER ( ) �. TYP @ EMBEDDED END. PROVIDE 1 STD NUT EACH SIDE OF W/STANDARD HOOK OVER- � .. m I 3 -0 AL m 9 WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT FRAMING © €"�lir SIMPSON HD1 �, Q 0 32 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. • Ak o SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA 0 ;; 57.0 .>; Q 3 cry ....:. : _. TYP @ . S7 2 ; A307 BOLTS ,.. S7 0 I € .. OVER- - - E (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO ® <: ;: FRAMING 19 € o z SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 :.>< :i 0 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE v O (24)- 16d NAILS TOP DBE. STUDS & l alk 32 y: ,,:' 3 U o (2 ) S @ 0 WRAP AND NAIL STRAP TO . , �..: w @ 57.0 u> ° _ 2 SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 _ ® TYP S7.2 • _ 3 11. 0 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE OVER- I € € FRAMING ,T9';....:•?v?:::^:???•'f.>::�, ?S a, A,;::?::.�i.�:••:�•".•,..•iA,, R�'.i i _ ® _ !i:? ` ■yyi:i:?:::::i::i.`•:`:f:'viiir�:f:iili f<6:{ti••i:�n�n�:: j� E (17)- 16d NAILS @TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO --_ -_ -_ -_ 0 '`> 0 © O 0 © . """'"'"' • •'• .•.,:,:... .°� -_ -_ -_ -_ (2) SIMPSON 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/57.0 ■ i �1111111M1, § AL u) g MST48 EA END .. F, 0 0 O 0 .. - POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE t !..:..?::•:::•is?•?¢:;:.yi:iF:?i::::-?izi: - ?rf%: T1 �� :t O (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO ! 18 f'`''' ' Fr z (2) SIMPSON ' A 18 tt w INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 57.1 6 I - O 0111 3 3 MST60 EA END € I 9 57.1 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE z © 21 I ca (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO O 19 w a Ak (2) SIMPSON :.:::::.::.::.:::..::::::::: ,__ - - - - INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 [t.••:•-••.••••••••••:-:••••••••••-.ffc.........:..?•?.F...-... - - - -+- - - I € 10 CMST12 x 96 EA END z OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE �© 1Q_ �' : I 3 z I: w 0 ,T 18:F-N 1 ,. NOTES: .... ..r.. 1. DOUBLE STUDS SHALL LBELA MINATED TOGETHER 16D NAIL S 6" FULL HEIGHT(TYPICAL). VW Aek. lirj_ `r 57.1 M 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. .- Ntr 0 N7 w c" 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y" MIN. 18 3 Q m 3.ALL 1 € : ( 4 ) I . E 4. IF HOLDOWN STRAP OCCURS BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF 57.1 ; 3 € ° o = BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. U . 1 x UNIT AM NITB NITC NITA , 3 a) 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. 19 v 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. LOT 26 LOT 27 57.1 LOT 28 LOT 29 SHEET NO. 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. z w U c.a) A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN S5 0 III ^^L -- ... J. S5 SCALE: 1/4" = 1-0" z JOB NO. o: CEN-090 NOTE: NOTE: NOTE: NOTE: 1. Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SHEAR WALL SHT'G NOT SHOWN FOR CLARITY. NOTE: ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. PLATE NAILING, D CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL N CL S. 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 °� POST @ OPENINGS ° WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SECURED TOGETHER . PER PLAN 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ op 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BARS AT SBX/DOT CHEMICALS. W/ 16d NAILS @ 6" O.C. ° S EDGE NAIL WALL WALL SHEATHING ° WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS, AS NOTED IN HOLDDOWN SCHEDULE, ARE FROM EA SIDE, 16d NAILS ° W AS REQ'D. SEE PLAN WALL SHEATHING SHT'G TO EA 2x& SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. NOT SHOWN FOR CLARITY _ STAGGER NAILS HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE SEE PLAN _ S GG S REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR Y2" DIA x 10"AB's @ 48" ° ° - AS SHOWN VERTICAL REINFORCING IS REQUIRED ©48" O.C.AS ILLUSTRATED OC &WITHIN 12" OF - y2" DIA x 10"AB's @ 48" 0 ° HOLDDOWN WHERE 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR BELOW. ALL CORNERS & ,° e APPLIES, PER PLAN OC &WITHIN 12" OF HOLDDOWN WHERE ° VERTICAL REINFORCING IS REQUIRED @ 48" O.C. AS ILLUSTRATED OPENINGS. TYP UNO IN °°°° ALL CORNERS& WALL SHTG EDGE ° ° APPLIES, PER PLAN ,- ::,;,.;:+- (f) 2E BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED OPENINGS. TYP UNO IN NAIL SPACING PER SHEAR r ... ° __.1 = . ° 2x WALL FRAMING _.: . SBX/DOT CHEMICALS. 2x PT SILL PLATE SHEAR WALL SCHED ° WALL SCHEDULE ° „ „ „ °•°° 16" OC TYP U.N.O. ° ° „ ,„..;. l.-fr Y.: DIA x 10 AB's 48 @ , 2x6 16 OC, TYP, ; ° /2 @ W/Y DIA • x 10 AB s 48 ° ° @ 2x BOTTOM PLATE Q N :::��: OC &WITHIN 12 OF OC &WITHIN 12" OF EDGE NAILING PER 2x P.T. PLATE SEE SCHED °°°° U 0 SIMPSON HDQ8 '.r':'>:- 1. 1 �tl .f. ° ALL CORNERS& I ALL CORNERS& SHEAR WALL SCHED FOR ATTACHMENT EDGE NAILING PER PER HOLDOWN J 0 a I I OPENINGS. TYP UNO IN 41 II OPENINGS. TYP UNO IN SHEAR WALL SCHED 2x P.T. PLATE, SEE SCHED SCHEDULE ° ° 2x P.T. SILL PLATE I I � FOR ATTACHMENT ° a SHEAR WALL SCHED II SHEAR WALL SCHED SLAB ON GRADE @ i (2)#4 BAR a FINISH GRADE ° a, O I _� I ice, _ I II Ir II�" FINISH GRADE '°' SIMPSON SSTB28 I I (1)#4 BAR CONT @TOP CONT AT TOP =� AT ENTRY I _ a 8 N RETE FACE OF d a CO C C W � A ° a CONCRETE STEM WALL. STEMWALL UNO ON PLAN CONCRETE ►� / SEETY5T /F Z- \ _ ►ABOVE 2 STUDS ABOVE a ° :4v a' • ::4 a 00 7 d �//• _ ! fop \ ► RIGID R-15 INSULATION z I I d a - ° ° �� CONCRETE STEM WALL. - SLAB ON GRADE a \ Z c�, � 4 \ CI r: / / / , \ �° 4 AT GARAGE 4 SEE TYP STEM/FTG ° d /\/\\/ - - REINFORCING DETAIL / 0 (1)#4 BAR CONT \ \ �- �i \%\ `vim CONCRETE STEM WALL. Q.'•- - c, AT BOTTOM \//\//�//• #4 BAR CONT SEE TYP STEM/FTG ��\\ �\ °\\ \� 9 a ,/`° - FIRM, UNDISTURBED FIRM, UNDISTURBED \//\\/\\/ AT BOTTOM REINFORCING DETAIL i/////////.`/ //>X °\ ° \ FOOTING PER SOIL OR COMPACTED \\\\.\\ /\//\/\/ SOIL OR COMPACTED / SCHEDULE STRUCTURAL FILL FOOTING PER X C/3 �/ FOOTING PER \ \ \� STRUCTURAL FILL SCHEDULE \/////,./ \/\ SCHEDULE 1 TYP STEM / FTG REINFORCING 2 TYP PARTYWALL REINFORCEMENT 3 INTERIOR FOUNDATION 4 FLOOR PERIMETER @ GARAGE 5 SIMPSON HDQ8 DETAIL S6.0 SCALE: 1" = 1'-0" 3-001-03 S6.0 SCALE: 1" = 1'-0" 3-005-01 S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-006-02 S6.0 SCALE: 1" = 1'-0" NOTE: NOTE: NOTE: .� 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR o EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. VERTICAL • REINFORCING IS REQUIRED 48 O.C. AS ILLUSTRATED ® U P N CUT PLATES AT SSW. @ M BELOW. VERTICAL REINFORCING MAY BE OMITTED WHEN POURED 2. 114 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/S6.0 FOR ,i�j ic!o MONOLYTHICALLY �TE AND N T TYPICAL. .-..BETWE PLATE AND NU T TYPICAL. BOLT BETWEEN SILL PLA U ADDITIONAL INFO BOLT EN SILL ,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 C ) TYP @ 4" CONC. PORCH ,SIMPSON SSW SHEARWALLS.SLAB ON GRADE SLAB BY OTHERS ' o 0 r-IN- (2) @ SSW24 x 7 SHEARWALLS o AT GARAGE �, ¢1 CLR AIR SPACE U �INCLUDING SHEET \ \ - CONCRETE STEM WALL. d ° a B z .. 3`� SEE TYP STEM/FTG a r--�a--*- \ \ ��'z'z'z� 2 3 R K NTR T R WALL SHEATHING, REINFORCING DETAIL ��l�l�l�l�!TO VERIFY AS REQ'D. SEE PLAN II C9 -J a. . I „ C ;.. �� �� �� �� p�"I ... --- �'REFER TO PARTYWALL 3 �� ��\ AN HOR BOLT • •II a I C /����l�l�l� M IL ARA E 0 0 0 --1 FOUNDATION @ G G ° •- % �-a PER PLAN ,04104�0004�I 2x P.T. PLATE, SEE SCHED DETAIL FOR INFORMATION _ -�FOR ATTACHMENT NOT SHOWN I I- -� I d I ��! !�►!STEM WALL BEYOND 2 , SOS (1)#4 BAR CONT @ TOP N SEE INTERIOR FOUNDATION l: v� M 1 2x WALL FRAMING EDGE NAILING PER DETAIL FOR INFORMATION ��,� �„ kr,:C: °•.� / TOP REINFORCING 0. ∎ , 16 OC NOT SHOWN. @ I SHEAR WALL SCHED ..� � � • o 1;_ -.M � _ !'.�� a GRADE *d WELL GRADED FREE „ II PLAN :. o _ I ►_ PER LA #4 18 O.C. W/ -•..;- ��I I @ d ! DRAINING GRANULAR ..-: LAB N RADE - STD HOOK .II BOTTOM REINFORCING ° �j SLAB ON GRADE 4I I I S O G H I I d. 2 BACKFILL. (NOT MORE AT GARAGE • AT GARAGE -_.�II ° I I PER PLAN 6 �I I D a M THAN 5% PASSING 200 si tucruR44 H I _IL a - �, �p � ._ d a a � , II ° a I I - SIEVE) PRO II k d• ° ( I- - a /� z 6„ CONCRETE \ �G1 NEF f, D rl- _ PLAN - 5 FTG PER PLA ° C k. 1L - - - _ - -� ° , �. . 41 p d 4 Qa ° STEMWALL 12,320 III- -I a I FACE OF CONCRETE - �i �, p . t d a I I EQUAL TO FACE OF 4 Co F II ACE OF CONCRETE . - �� D � � I �- `�� C1. ° #4 BAR AS NOTED . EQUAL TO FACE OF STUDS ABOVE a ' 11- a _ ^ ° RIGID R-15 _ STUDS ABOVE \ cc \ ABOVE OREGON S CONCRETE STEM WALL ° a INSULATION . /\ 1 #4 BAR CONT�- & FOOTING PER ° . v � j\ \ \ \ y ( ) '� TYP PARTY WALL t. i, D CENTER FOOTING BETWEEN / / / /,‘/ AT BOTTOM N ' ° SEE TYP gAIL o REFORCEMEDETAIL D FIRM NDIURBED- STEM WALL AS SHOWNU REINFOREMENT DET FOR � /i,//i,/ a b • SOIL OR COMPACTED REFER TO FOUNDATION PLAN J °- FIRM, UNDISTURBED EXPIRES 12-31-2011 INFORMATION NOT SHOWN - �� v //j%\%'\/\� o �� / c� FOOTING SOIL OR COMPACTED / r / STRUCTURAL FILL / ,/ / \/ /\/\/\ FOOTING PER PLAN &SCHEDULE PER PLAN STRUCTURAL FILL #4 STIRRUPS © 18" O.C. \/\ \ & SCHEDULE 0 < uj N 7 SLAB INSULATION DETAIL AT PARTYWALL Q " . 1-1- 6 PARTYWALL FOUNDATION @ GARAGE 8 FOOTING DETAIL 9 TYPICAL PORCH PERIMETER (7) S6.0 SCALE: 1" = 11-0" o a ° 1" = 6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 "' w S SC S z z S6.0 SCALE: 1 = 1 -0 0 0 LLi w ck = Q 0 0 0 0 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. 114"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR ANCHOR BOLT 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. PER PLAN BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ -'I�- 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS TYP @ co 1 %" CLR SIMPSON SSW SHEARWALLS. V (2) © SSW24 x 7 SHEARWALLS /7-> z z It. \ Z\ \ FINISHED GRADE °°°° SLAB ON GRADE z \ a °°°° f O I AT GARAGE - ° ° U - a ° ° co REFER TO PARTYWALL I a �\ - o -CONCRETE STEM WALL. o _IL FOUNDATION @ GARAGE I 1" CLR AIR SPACE ° . . . . o ° SEE TYP STEM/FTG DETAIL FOR INFORMATION I INCLUDING SHEET -I I I- -I 1 ° -I 1 1 ' REINFORCING DETAIL cn NOT SHOWN I ROCK CONTRACTOR - I I _ III- � � SLAB ON GRADE @ ENTRY I TO VERIFY II o CONCRETE STEM WALL. SLAB ON GRADE \ SLAB ON GRADE -- -ice I >< d SEE TYP STEM/FTG �: AT GARAGE ="4;1I' 'I►�1 #4 18" 0.C. W/ a AT GARAGE I • . L . . REINFORCING DETAIL �. 4I •I I 48" MAX STD HOOK ° \ I ;� \ CONTRACTOR ° d � V � ��I I a I d . TOP REINFORCING a a s I, ,►; w IL a) N p I I . I, TO VERIFY d . PER PLAN I ►• CJ I I- - I � � SLAB ON GRADE ,•.` ° #4 STIRRUPS �� I I ñH '�� o co #4 18 0.C. W/ -III - AT GARAGE FTG PER PLAN a Q I IQ © 18" O.C. STD HOOK �� RIGID R-15 INSULATION z cL I cn ,. .. ` _,® _ d 4 d a TOP REINFORCING _TD a• a : t a BOTTOM REINFORCING a a PER PLAN d I- -III \ ° . �/ � PER PLAN 2� - _ . .G-- o o I I \ .► FTG PER PLAN a � SEE TYP PARTY WALL a FIRM, UNDISTURBED �\ \\ - ° #4 STIRRUPS REINFORCEMENT DETAIL FOR a � SOIL OR COMPACTED I a a S U INFORMATION NOT SHOWN ° FOOTING PER PLAN & ° a ^ @ 18" O.C. STRUCTURAL FILL SHEET NO. o ca / / BOTTOM REINFORCING \ FIRM, UNDISTURBED PER PLAN Q /\ \ \ \ �\\j\\ cp. /\//\//\//� SOIL OR COMPACTED c) `/ /. \\ STRUCTURAL FILL FOOTING PER PLAN &SCHEDULE FDN GARAGE FOOTING DETAIL INTERIOR FOOOTING DETAIL S6 0 0 PARTYWALL STEP @ 12 I 10 �:✓ 11 cn m 56.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" JOB NO. CEN-090 U , NOTES: 1. MAINTAIN 3/8" MINIMUM EDGE DISTANCE FROM SHEATHING TO NAILS. 1. HEADER PER PLAN NOTE: 2. TOENAIL-(2) 16d TYP 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE 3. 10d @ 8" O.C. STAGGERED EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 3. G LA E FACE GRAIN OF PLYWOOD HORIZONTAL. P C TOP PLATE. SEE TOP HEADER 4. SOLE PLATE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR Cf) 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2) 2x8 NAIL LAMINATED HEADERS WI(2) 10d A 12" OC, 5. SILL SHOWN CUT AWAY TO SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD j REFER TO SCHEDULE REFER TO SCHEDULE li PLANS I, CONTINUOUS WALL SHT'G io 6. KING STUD LL FRAMING @ PER PLAN FROM DBL TOP 16 2x WAO.C. II 11 II I I O 7. TRIMMER. PLATE TO RIM JOIST, DO NOT EDGE NAILING REQUIRED . I p_... ir P LACE SHT'G JOINT @ BOTTOM SILL PLATE NAILING (n 4'-0" MINIMUM ALONG HOLDOWN POSTS - - 2x STUDS 8. CRIPPLE STUD PLATE OF WALL OR TOP PLATE j / / AND DOUBLE TOP PLATE @ 16" OC 9. (4) 16d EACH END ; : TJHNG PER SHEAR WALL SCHEDULE D 16d @ 16" 16d @ 4" O.C. GENERAL NOTES O.C. -TYP AT SPLICE SOLID BLOCKING ALONG a jj 0 PANEL EDGES PER \� O WALL SHTG L (2) 2x = = 3 © JOINT W/EDGE Ilr.--- SHEAR WALL SCHEDULE \ NAILING EA SIDE III AT ALL UNSUPPRTED EDGES SILL 8 ..I! l ,,� O ALONG RIM (OR RIBBON) t/ " Q i ONLY WJANCHOR BOLTS I=OUNDATION If PER DETAIL ' RIM JOIST U t t t t 1 ‘e a a OR 2x4 RIBBON II' . a d II 8 e' 4Il a II e.d a II 8 a Bell H e e II d. 4� S .,4 JJ e Q �• p. e-� • e ,d.' �J e IJ' e d. �h ' AS RIM FLOOR TRUSS PER PLAN e' e• JJd' ed a e e d' pe: d'..JJ d e d . e a Ile 11 .e e a. IJ �+� d / do d a d e a e d d © CONTINUOUS DOUBLE (I) o: 4 e A es.. 4 e- e d d d a .. 'd .e a e e •: d A A a d .d o Q d'• e �, SEE T TOP PLATE. SE 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 Illir 2x STUDS @ 16" O.C. OR WHEN NO HOLDDOWN IS REQUIRED. SEE SHEARWALL PLAN 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 ,' °:c I NOTES: NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, ® V `�'EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. o 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR EDGE NAILING, SILL PLATE NAILING,AND CLIPS. )11-1-11 FLOOR SHEATHING `� I;/1 ;... .HEADERS FLOOR SHEATHING PER PLANS AND PER PLANS AND GENERAL NOTES .---4 2x WALL FRAMING @ GENERAL NOTES Q.) Q� 2x�WALL FRAMING @ CONTINUOUS WALL SHTG �. 16" O.C. WALL SHEATHING,AS REQ'D PER PLAN FROM DBL TOP 16 O.C. II 8d @ 4" OC 8d @ 4" OC $..4 °� •T • PLATE TO RIM JOIST, DO NOT SILL PLATE NAILING FLOOR TRUSS SILL PLATE NAILING PLACE SHT'G JOINT BOTTOM :.. 3 @ TOP PLATE 1 %4 x 14 LSL GOOD FOR 380 PLF PLATE OF WALL OR O FLOOR SHEATHING CONTINUOUS DBL 1%TS/LSL FLOOR SHEATHING 0., BLOCKING WIND LOAD PER PLANS AND RIM JOIST ALONG PER PLANS AND A - .x ,:.:GENERAL NOTES LENGTH OF OPENING. GENERAL NOTES FLOOR TRUSS FLOOR TRUSS PER PLAN N i►11 WALL SHT'G ROOF SHEATHING 2 x 6 CONTINUOUS PER PLAN EXTEND 2-0 BEYOND o STAIR OPENING © EA. END JOINT W/EDGE ►'ice PER PLANS AND NAILER W/(2) 16d ___ __ NAILING EA SIDE AT �\ II GENERAL NOTES EACH TRUSS - \I� -��%: ,f °' WALL SHTG RIM (OR GABLE TRUSS) I `�' �i 8d 6 Fi■■ JOINT W/EDGE ONLY I @ OC NAILING EA SIDE 1 %4 TS/LSL �1 III RIM JOIST OR �' � ���� `� -` � ■ • si RAc RU u i c*, PROT � \� ) GABLE TRUSS I ► 1- r , � G1 NE * III II � . ti� F� Oy III (2) 16d TOE- �' ,'►� 12,320 9 NAILS @ 6" OC _�� 11. I� SIMPSON LTP4 CLIP '_ 1 AIR GAP SIMPSON LTP4 CLIP BLOCKING (ONE BAY) - FLOOR TRUSS 48" OC W/ 10d NAILS ALONG SHEAR WALL , ABOVE SHT'G. ALONG SHEAR WALL @ CONTINUOUS DOUBLE 1 ,� PER PLAN ROOF SHEATHING TO MAY FILL WITH @ 4" O.C. TO EACH BLOCKING 0, : OREGON$,, TOP PLATE. DO NOT CONTINUOUS DOUBLE 1 / x 14 TS/LSL�BLOCKING CONTINUE BELOW ALL SHT'G MEMBER (AS SHOWN) ' ,wet Y 15,'lg SPLICE FOR 2'-0" (ONE BAY) @ 48 OC TRUSS OR RAFTER CONTINUOUS DOUBLE "C c09 BEYOND STAIR TOP PLATE. SEE TOP WI 10d NAILS @ 4" OC SEE PLAN OVER-FRAMING EDGE NAILING TOP PLATE. SEE TOP 1"AIR GAP ABOVE N J. ENS OPENING @ EA. END PLATE SPLICE DETAIL. TO EACH BLOCKING PLATE SPLICE DETAIL. CONTINUOUS DOUBLE MEMBER (AS SHOWN) SHT'G. MAY FILL WITH ( ) SHT'G TOP PLATE. SEE TOP EXPIRES'12-31-2011 'I 2x WALL FRAMING @ WALL SHEATHING 2x WALL FRAMING PLATE SPLICE DETAIL. \ I 2x WALL FRAMING SIMPSON A34 CLIP @ EDGE NAILING 16 O.C. �, © 16" O.C. @ EA. BLOCK / 16" O.C. 2x WALL FRAMING @ WALL SHEATHING U = w o 1 O.C. 2 Q -, (Ni Q U co N- o 5 PARTY WALL @ LOWER STAIRS 6 FLOOR PERIMETER 7 OVER-FRAMING DETAIL 8 INTERIOR SHEA R WALL 9 INTERIOR SHEAR WALL o 1" = " 1" = SCALE: 1" = 1'-0" 6-009-08 z v w LIJ 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 0 •- w g = Q I NOTES: I; 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION II NOT SHOWN. 0� OFFSET EA STRAP TO 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL 11 ATTACH ON OPPOSITE SHT'G, WHICH HAS NOT BEEN SHOWN FOR CLARITY. II��I SIDES OF POST AS '- SHOWN HOLDOWN POST III' co PER SCHEDULE - SILL PLATE NAILING \� �� 6X6 POST AT EACH ii \\_ END OF SHEAR z z BOTTOM PLATE I. WALL, SEE PLANS AND o 2x WALL FRAMING SIMPSON STRAP POST OR DOUBLE STUDS SHEAR WALL SCHEDULE BEAM PER PLAN @ 16" OC PER SCHEDULE, �� FLOOR SHEATHING AT EACH END OF SHEAR - CENTER ON RIM • WALL, SEE PLANS AND PLAN VIEW TOP NAILING 0 JOIST '°P° PER PLANS AND w "' SHEAR WALL SCHEDULE . PER SHEAR WALL o ji (2) SIMPSON STRAPS WALL SHEATHING 2x PLATE, SEE SCHED ° GENERAL NOTES < 6:- e - PER PLAN, (1) ON EA PER SHEARWALL 0 H -" CO FOR SILL PLATE NAILING • Q 6 SCHEDULE SIDE OF BEAM PLANS &SCHEDULE ==I==== =__= °° w oI NOTCH SHT'G• (6)8d @ 3" OC ° _ FOR STRAP I ° . • . ° . ° . ° a ° • . ° . ° ° ° ° RIM JOIST A ° E ° G ° C ° . • . . ° G ° C ° . ° . ° . . G ° . AT BLOCKING ONLY _'∎ _ SIMPSON STRAP , DOUBLE CONTINUOUS U i � . . SEE SCHEDULE FLOOR SHEATHING o ° o° CO U 0 • E. TOP TOP PLATE. SEE 0 I °o TO S -� PER PLAN AND GENERAL ° 5 c" NOTES �° PLATE SPLICE DETAIL. v i DOUBLE TOP PLATE co - _ _ 1-11 ���`illt, N , BEAM, SEE PLAN IIIY- .m o • ° e MATCH SIMPSON NOTE: NOTE: SEE TYPICAL FRAMING oz It d-� • .m• • STRAP FROM ABOVE, SEE TYPICAL FRAMING + ��_ = II °....a • CENTER ON SIDE OF DETAILS FOR ADDITIONAL ' �I_ DETAILS FOR ADDITIONAL KING STUD NAIL II o o �. BEAM & FILL ALL INFORMATION I; INFORMATION LAMINATE TO POST II ° °°• NAIL HOLES W/SIZE < • Ii - w AVAIL .: , . I BOTTOM NAILING 0 POST PER PLAN WJ(2) 16d @ 12 OC OF NAIL CALLED OUT O < O o < `�e °m • MATCH AND ALIGN WJ II PER SHEAR WALL WJ SIMPSON ACE, TYP. ° ° IN THE HOLDOWN w m 01- 'I SCHEDULE a� SIZE TO MATCH POST �� ° SCHEDULE STUDS OR POST ABOVE m �J AND BEAM, UNO. UNLESS OTHERWISE ' FLOOR TRUSS OR °�` •m. NOTED, SEE PLANS AND fj SHEET NO. o BLOCKING, SEE ° SHEAR WALL SCHEDULE II MATCH AND ALIGN W/ co FRAMING PLAN WRAP STRAP MATCH HOLDOWN POST SIMPSON HOLDDOWN �_ I POST ABOVE UNLESS STRAP, SEE PLANS \ OTHERWISE NOTED, 0 REQ'D, SECURE EA END OF FROM ABOVE STRAP, (1) ON EA SIDE, & SHEAR WALL SCHED. SEE PLANS AND 12 BEAM WITH MATCHING BEAM PER PLAN SEE PLANS&SHEAR SHEAR WALL SCHEDULE 57. 0 spa) SIMPSON STRAP WALL SCHED. c co SHEARWALL STRAP TO BEAM SHEARWALL STRAP TO BEAM HOLDDOWN STRAP DETAIL Ci) 12 13 14 i JOB NO. 57.0 SCALE: 1" = l'-0" 6-016-02 S7.0 SCALE: 1" = 1'-0" 6-017-01 S7.0 SCALE: NTS 6-017-08 S7.0 SCALE: 1" = 1'-0" 6-022-01 S7.0 SCALE: NTS 6-022-03 EN-0 U NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC 03 2x4 FLAT w I (1) SIMPSON RBC 2x6 BLOCKING @ 32" OC CLIP EACH BAY. @ BRACE. FASTEN 8c1@ 6" OC II NOT REQ'D @ SHT'G TO BLOCK TYPICAL, UNO 0 / EXTENT OF WALL LENGTH / II SHT'G PER ROOF SHEATHING PER VENTED/SCREENED W/8d @ 4" O.C. 8d @ 6" OC 2E SEE PLAN II SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. II SCHEDULE NOTES � (2) 16d PER -I = 6" MAX FROM END �� iii Y� �I- - - r CONNECTION < x OF WALL, TYP, U.N.O. ji 8d NAILS @ 6" O.C. �i� �, x x x �••- / / (EDGE NAILING) �� �� 2x8 BARGE w ROOF SHEATHING 0 (2) ROWS OF 16d NAILS r DBL STUDS SPACE PER EDGE NAILING EDGE NAILING AT ��,- �/ 2x2 TRIM ® �.•EA END UNO . • J IN SHEARWALL SCHEDULE EACH SIDE OF RIDGE �.•% 1.‘ • . 1 MIN. 8d @ 6 OC UNO, SEE SEE SHEARWALL ��, �r' � SHEAR WALL SCHED Q A • SCHEDULE V PLYWOOD SHT G WITHIN 1 ii,\'')1 W FROM TRUSS 0 R _ / � NOTCH RAFTER OR A " W W n, ,t, x, yr SHEATHING PER RAFTER EDGE I MANUFACTURED TRUSS FOR �_'��!! ___ PLAN &SCHEDULE _ _ MANUFACTURED 2x SOLID BLOCKING, TRUSSES OR ROOF 7- I ::::::�► n iHOLDDOWNTYP BKING RENCULAR @ ° Cip �• ALLOWED A u'�_ IMP2.-- - - EAH M ,NO A SIMPSON 5 CLIP PLAN &SCHEDULE SHT'G PER PLAN EACH BRACE AND SCHEDULE • (2) ROWS OF EDGE NAILING WALL SHEATHING CONTINUOUS DOUBLE CONTINUOUS DOUBLE • PER SHEAR WALL SCHEDULE HOLDDOWN TOP PLATE. SEE TOP ET P TOP PLATE. SE 0 INTO HOEDOWN POST, TYPICAL PER PLAN & PLATE SPLICE DETAIL. SCHEDULE PLATE SPLICE DETAIL. I //----\\ (I) 2x WALL FRAMING @ 16" O.C. TYP, U.N.O. HOLDDOWN DETAIL HOLDDOWN DETAIL 17 RIDGE DETAIL 1ROOF PERIMETER 19 ROOF DETAIL AT RAKE 15 16 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: 1" = 1'-0" 6-026-01 SCALE: 1" = 1'-0" 6-027-02 S7.1 SCALE: NTS 6-028-01 I NOTES: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTES: r N "-" NOTE: NOTE EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING, AND CLIPS. ® C.) c N EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, �+ o 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. I•■■� F :.. O 1" CLR AIR SPACE 1" CLR AIR SPACE INCLUDING SHEET 1 CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS CA _: F Ai ROCK CONTRACTOR INCLUDING SHEET 4./ • >' I INCLUDING SHEET INCLUDING SHEET 1" CLR AIR SPACE - ., o TO VERIFY ROCK CONTRACTOR ROCK CONTRACTOR ROCK CONTRACTOR WALL SHT G,AS REQ'D INCLUDING SHEET o WALL SHT'G,AS REQ'D WALL SHT'G,AS 2x WALL FRAMING @ TO VERIFY ROCK CONTRACTOR CD , ` ° :,, TO VERIFY TO VERIFY REQ'D I <16 O.C. A RE D TO VERIFY .- 2x WALL FRAMING / 4 WALL SHEATHING, S Q SILL PLATE NAILING 7°' f" II SILL PLATE NAILING � SILL PLATE NAILING 2x WALL FRAMING 3 16 O.C.@ SILL PLATE NAILING \ r�� 2x MING \ @ 16" O.C. EDGE NAILING ;. �,EDGE NAILING EDGE NAILING I REFER TO DETAIL CONTINUOUS 1 / 16 O.C.4 I @ CONTINUOUS DBL 1%4 TS/ESL FLOOR SHEATHING < - M TS/LSL RIM JOIST �1 FLOOR SHEATHING 1 I FLOOR SHEATHING FLOOR SHEATHING 1 Y4 TS/LSL PER PLANS AND 20/S7.1 FOR STAIR 1 /4 TS/LSL PER PLANS AND RIM JOIST ALONG CONTINUOUS L TE FRAMING THIS SIDE o�� PER PLANS AND PER PLANS AND LENGTH OF OPENING. GENERA NO S .. " N RIM JOIST GENERAL NOTES _ ,_ RIM JOIST OF WALL BLOCKING PER GENERAL NOTES I GENERAL NOTES Ii l� II I EXTEND 2'-0" BEYOND _� "� A II _�-.===.. �� "�I) Mir 1 ,��, �is _i,._ -_ DETAIL 6/ 7.0 �. :M ii ■��V�■ ►_� I C.. DET S ��� _! ►•;� -ii i i STAIR OPENING @ EA. END - - -jam M'1141 1 '� 2 2x BLOCKING AT - I, il,i I�� IN WALL SHT'G 1 ` - - ----- �i��i� i-` �. 2 1 x14 I TRUSSES; WALL T W/EDGE ( } JOINT TSILSL BLOCKING ! ! I EA I D E NAIL NG S BETWEEN TRUSSES h►. II W/ 16d NAILS 12" O.C. i-I- i i i ► �r \ /I 1°1141 \ /I'I STAGGERED �� i--WM .olik _.....- ►C. i�� �� ���I ■ �p REFER TO DETAIL 1, t, 3Cc. PROT �Q - _ 2 16d TOE- ►� \ / �► 12320 9 ■I I p 7 O 22/S7.1 FOR STAIR �- -AI,►� � (2) 2x BLOCKING AT TRUSSES; � � � NAILS 6" OC BLOCKING PER DETAIL 6/S7.0 � ►�p �' �,2 1 1 x14 TS/LSL FLOOR TRUSS PER PLAN RIC @ FRAMING THIS SIDE ►� ► --&-_, ( ) /4 (2} 1/4 x 14 TSILSL BLOCKING BETWEEN BLOCKING BETWEEN TRUSSES W/ 16d NAILS @ 12" O.C. FLOOR TRUSS I �' PER PLAN (2) 2x BLOCKING AT TRUSSES; FLOOR TRUSS (2) 1Y4 x14 TS/LSL OF WALL Y_ �, £ ,.. BLOCKS W/ 16d NAILS STAGGERED ( } CONTINUOUS DOUBLE PER PLAN BLOCKING BETWEEN - SIMPSON LTP4 CLIP OREGON ,y = 1 @ 12" O.C. STAGGERED FLOOR TRUSS PER PLAN (2) 1/4 x 14 TSILSL BLOCKING BETWEEN TOP PLATE. DO NOT li BLOCKS $ �.� �l TRUSSES WI 16d NAILS @ 12" O.C. SPLICE FOR 2'-0" PER SHEARWALL << , r 15,VI �4 / STAGGERED I SIMPSON LTP4 CLIP EDGE NAILING BEYOND STAIR SCHEDULE N PER SHEARWALL J. E14- SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP OPENING @ EA. END SCHEDULE PER SHEARWALL 1 PER SHEARWALL �� EDGE NAILING EXPIRES 12-31-2011 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ II 2x WALL FRAMING 16" O.C. WALL SHT'G,AS REQ'D 16" O.C. 16" O.C. iI �) @ 16" 0.C. E REQ'D/� WALL SHT G AS R Q s w o V WALL SHT G, AS REQ D Q U W N- 0 PARTY WALL FLOOR DETAIL ,,- PARTY WALL FLOOR DETAIL FL OR DETAIL PARTY WALL LOWER STAIRS 23 24 PARTY WALL FLOOR DETAIL .. c) 20 21 PARTY WALL 0 22 @ w S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 S7.1 SCALE: 1" = 1'-0 6-003-05 = w S7.1 SCALE: 1" = 1'-0" 6-003-05 z z w _ i o a 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 WALL FRAMING ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG I) @ 16" O.C. PER PLAN ROOF TRUSS W/ 16D �I 2 x WALL FRAMING �/ II NAIL / @ 16" O.C. FLOOR SHT'G II NAILS @ 4" O.C. (2) 10d S cn FLOOR SHT'G II=�= =_. . '' @ 4" O.C. BLOCKING / II PER GENERAL NOTES II NAILING PER PLAN p T• • • 11 A -�� �� STAGGER ROWS PER 6/S7.0 �� G O I N ► ►1 N N ►l 11 N ►1 ►1 N ►1 ► N 1 PER PLAN AND -- FLOOR SHT'G z IT _ FLOOR SHT G GENERAL NOTES �� 2x WALL FRAMING �, PER PLAN & FLOOR TRUSSES Al II PER PLAN AND , BEAM PER PLAN ALL SHT'G n_ 10d COMMONS NOTES 16" O.C. +1 GENERAL NOTES PER P 'N ,�I E p J _ FLOOR TRUSS @ 2" 0.C. GENERAL NO S �) @ � _--_ _ v BEAM PER PLAN PER PLAN ALONG TRUSS �I � SILL PLATE ".- �� o - FLOOR TRUSS I- WALL SHT'G. DO .dill=' HEADER .. .. .. ..-_. ..._,-.. CONT ---- co SEE FRAMING PLAN �I� ROOF TRUSS PER PLAN II NOT PLACE JOINT �� �_- CAPABLE OF WALL SHT G. DO �� � @EASE, TG 7TTT>1I lI PLATE OF WALL @BOO - ALL PLATE OF W IM p EDGE NAILING '�I4 x 4 SH PAEIDTH I\ I � r/ / P N LTP4_ �i1 S S0 �CLIP@ 10 O.C. All �_ DBL TOP WW�_ W. __-__ w a� DBL TOP I... r p HOLDDOWN HANGERS BY TRUSS MNF YJI II SEE PLAN �i HEADER PER PLAN ∎- :n1�� PLATE FLOOR TRUSS 3L SIMPSON °z 2 10d NAILS co SILL PER BLOCKING @ 48 N/A AT SIM - ��- SHTG JOINT I PER PLAN c., I ( ) HGA10 CLIPS .-_ d•i SCHEDULE O.C. W/10d TOE-NAILS CONT DBL �.� PER JOIST (DO NOT PLACE I (3) SIMPSON PER WALL b i INTO TRUSS BOTTOM < DBL TOP LTP4 CLIPS ALONG 24"TOP PLATE 10d COMMONS PLATE HGA10 CLIPS (6) @ 24 WALL V H. a l CHORD THIS JOINT) w a. u I I @ 2" O C PER WALL �� BEAM PER PLAN w a �� z to .., ►r (3) SIMPSON �, SIMPSON o c' + i - ++ . +i N/A AT SIM (6) @ 24 WALL Q + ' FOUNDATION PER -- 2 ` a� SHEAR WALL (N/A SIM) HGA10 CLIPS II STRONG WALL E S PER WALL SIMPSON II PER PLAN � S' � PLAN � oo .S � EDGE NAILING I "I I (2) 12"WALL STRONG WALL �I NON BEARING WALL I ^ a A �� 1 '' WALL SHT'G ( ) @ SHEET NO. SIMPSON PER PLAN o-° (1)#4 MIN UNO STRONG WALL POST PER PLAN I SEE HOLDDOWN -0 PER PLAN 0_ SCHEDULE Q. as U L S7 0 1 ID 5 FRONTGARAGE DETAIL 25 C26) 27 28 2g w „ _ ,r „ _ „ JOB N0.S7.1 SCALE: NTS 6-035-01 SCALE: 1" = 1'-0" S7.1 SCALE: 1" = 1'-0" S7.1 SCALE: 1 = 1 -0 S7.1 SCALE: 1 = 1 -0 CEN-090 U • SIMPSON ROOF TRUSSES BY OTHERS - BEAM PER PLAN NOTE: H2.5 EA TRUSS NOTE: NOTE: ,� SHT G TO EXTEND TO 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING,, 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. / DBL PLATE AT END WALLS EDGE NAILING AND SILL PLATE NAILING. ,i — ,� 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 8d @6 OC 0 0 0'" ASPS 6x6 1'-4" 4'-0" O.C. MAX Us) SEE RAIL DETAIL IN SHAPED 2x6 FLAT y POST 2x BLOCKING S 2x L BLOCKING W/ DRAG TRUSS BY OTHERS TO FOR CONNECTIONS SIMPSON ST22 (2) 16d @ 4" OC ALIGN W/INSIDE FACE OF PARTY - ..•� .) ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN PLANE Mil=„y WING WALL TO WRAP WALL HEATHIN II 8d NAILS 6 O.C., LATERAL FORCE TRANSFER FROM A SHEAR SHEATHING @ T CHORD .. N RA 0 TOP CHORD TO BOTTOM C 0 DBL TOP AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO TYP ALONG DRAG y � 4x4 POST @ \ • PLATE TRUSSES ,� BOTTOM F BEAM POST BEYOND BO 0 0 _ co . MAX llro_ _ � 4 0 .C 4x4 POST(BEYOND) __ o os (1) SIMPSON RBC ) �I� \ � �I� &WITHIN 16” OF BELOW 3/4"I . ... 11 TYP CLIP EACH BAY. 1 �I I VI EA CORNER OF _, y II. Y V _ 2x6 VERT < SHT G AT NOT REQ D VENTED MNF TRUSSES DECK&FACE OF - @ _II►_ BELOW WINGWALLS TO r� 2x6 W/SDS x 3 BLOCKING. BY OTHERS _ HOUSE W 0 BE ONE COMPLETE SCREWS @ 6" O.C. b y 2x SOLID BLOCKING, �� BLOCKING SIMPSON A35 CLIP, SOLID PIECE y VENTED BIRD � TO 6x6 POST SUBSTITUTE FOR LTP4 _- (BEYOND) BLOCKING ALLOWED :I: O.C. — CLIP PER SHEAR WALL PLAN VIEW P F 0 y PLANS&SCHEDULE A MIN. OF EVERY 2x6 FLAT PT W/ 2 SIMPSON i 2x WALL FRAMING @ >C O Q SHEARWALL EDGE 3RD BAY W . y SDS Y DIA x 3 LONG :C::D 16 O.C.@ @ 4x4 POST & @ EA POST• 6 OC �! l J OR (2)2x8 JOIST ' FULL HEIGHT 6x6 POST " �_" �— Ct • y \j' ;� N z @ 12" O.C. IN BETWEEN SIMPSON `.. EA END OF WNDOW SEAT „ . 16d 6 O.C. BOTTOM LUS26, TYP; y W/SIMPSON A35 CLIP \_ Fl _ 2x8 DECK JOIST _ p (”) PLATE TOP & BOTTOM �. � 2x4 CONTINUOUS Qs• - y NAILER EDGE NAIL PER _�Z . ..ii.: ••o , @ 16 O.C. 1�r EMI EA SIDE OF POST - - _�.a����� ■� SHEAR WALL �, � ���� N �� 4x6 BEAM ROOF TRUSS \ I!�f • •o V 1 IL 1. SCHEDULE `ter i 4x4 POST @ W 2x6 16 O.C. TYP 1"@ 1 CLR AIR SPACE SHEATHING AS RE 'D = z 4'-0" O.C. MAX SIMPSON H2.5 WALL SHE G S Q N_ (2) SIMPSON _ INCLUDING SHEET \ O „ PER c.i2 &W/ IN 16 OF EA RAFTER, TYP ROCK CONTRACTOR PEAR SHEAR WALL PLAN SDSY4"x 3" ►- EA CORNER& SHT'G TO EXTEND TO VERIFY ,, WOOD SCREWS TO BOTTOM OF 4x6 SHEATHING 2x WALL II 2x6 WALL STUD (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST FACE OF HOUSE PER SHEAR WALL FRAMING I) 16 O.C., TYP AT END WALL ,� @ %" DIA. THREADED ROD 2x8 DECK JOIST, NOT REQ'D 1 -0 ALIGN 4x6 W/6x6 POST SCHEDULE @ 16 O.C. �) I- WHEN(2) SIMPSON HD2A ATTACHED Cf) � X MAX EA END W/SIMPSON HUC46 OR HEADER 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: 1. SEE SHEARWALL PLAN AND 8d @ 2" OC 7 NOTE: 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS II : _ No - FOR ALL CALLOUTS NOT SHOWN OVER- FRAMING AS PER ALTERNATE NAILING DETAIL. SCHEDULE FOR ALL SHEATHING, r:�• N 1 SEE PARTY WALL DETAILS OR C 1. OVER-FRAMING NOT SHOWN FOR CLARITY. SEE OVER FRAMING DETAIL �� FASTEN BLOCKING ® U � _ � N EDGE NAILING AND SILL FOR ALL OVER FRAMING REQUIREMENTS BY PLANS. II W/ 6 16d EA. BLOCK M 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, ( ) PLATE NAILING. � ,,,. .:�� � o I :- O FOR ALL CALL OUTS NOT SHOWN EDGE NAILING SILL PLATE NAILING AND CLIPS. 2. SEE DETAIL 32/S7.2 FO C OU S 0 S 0 II Q� - \ SHEAR WALL SHEATHING _..� 'I/ 3. ALL DECK MEMBERS SHALL BE PT,AND DECK HARDWARE �i����� Q) •� �� .-, � MUST EXTEND DOWN TO .� SHALL BE HOT-DIP GALVANIZ --- \ BOTTOM A L PLATE TYP BOT OM W L II V Y 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN C.,H 2x6 BLOCKING \�� (2) 8d 4" OC " '.•.•.''1':'• o j C„ _ CONTINUOUS WALL SHTG ALONG TRUSS �� O @ ��_. .. .. .. 2x WALL FRAMING @ �. 3 Cr3 O •�.., -. PER PLAN FROM DBL TOP II BLOCKING �`�� 3 16 O.C. ROOF SHEATHING PLATE TO RIM JOIST, DO NOT .. -- 8 3 —� PLACE SHTG JOINT BOTTOM PER PLANS AND T, SILL PLATE NAILING yi H' PLATE OF WALL OR TOP PLATE iI \ \ GENERAL NOTES i FLOOR SHTG \FLOOR SHEATHING PER PLAN AND 'I `� -x\ �� I N I 1', PER PLANS AND GENERAL NOTES �, r, on GENERAL NOTES W o et" ... c, ,,.. v, �'7 2x6 FLAT DECKING W/ FLOOR TRUSS (2) 16d NAILS EA MEMBER 1��; PER PLAN N o INTO EA JOIST + 1 1� MIR Iii iM I�iN Iii I��I _,.� Wit; �t'�,�t,�.�t:�,!�t;�,��;_.III s c 1.11-1% I I I I I I I MA , �.D PROF �" 48 MAX, CONTRACTOR 1� :;iTI;:Il \� �� G1 N f f�TO VERIFY `I �� (• o caAFIE..i,�'.�.. o �� �'� O� ■ \ _ ►in • ,� 12,320 9 �� 4 SIMPSON LTT19 W/%$"I� II - -- FLOOR JOIST OR e �ill :.� �,� -�s.,�ra§���P3a'tR� �,�, x 6 LAG SCREW INTO Of „ OR RIM JOIST , BLOCKING PER PLAN tJ1 v OREGON Z >< BLOCKING 0 Y EGON 'S �Q- 2x8 DECK JOISTS @ 16" 0.C. CONTINUOUS DOUBLE CRIPPLE WALL BETWEEN TRUSSES "C C� N TOP PLATE. SIMPSON J. E``1 SIMPSON LUS26 (3) 2x6 STUDS EVENLY SPACED 2x WALL FRAMING W/7/16"APA RATED SHTG LTP4 PER 2x8 LEDGER W/(2) SIMPSON @ SCHEDULE EXPIRES'12-31 2011 ( ) ,� W/2x6 TOP AND BOTTOM M PLATES y4" 16 O.C. 0 O 0 II /4 0 x 4Y2 SDS SCREWS © 12" ALONG ENTIRE O.C. INTO RIM FRONT ENTRY CONT DBL \ II JOIST — U z w o TOP PLATE 2 Q -, N __J ,I WALL SHTG < v co N- 35 PARTY WALL FLOOR DETAIL 36 PARTY WALL @ ROOF 38 ENTRY ROOF DETAIL ' o 0 SCALE: 1" = 1'-0" 6-003-05 „ _ „ o W -- w S7.2 S7.2 SCALE: 1 - 1 -0 S7.2 SCALE: 1" = 1'-0" 6 6 w 37 DECK CONNECTION w S7.2 SCALE: 1" = 1'-0" 6-047-01 co z Z O F- a__ E O U co W co V) To- a) w _ _ _ w o co ECi zz Ct W F- o Q. E a) I 76 SHEET NO. 0 Ta I 1 JOB NO. u) CEN-090