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Plans (2) 8flOOZTOZ1SW Lfl00 ZTOZLSJ'\T 9 £ 00 5 £ 00 Z1OZ1LSTN Village at _ , . , i:� t 'i}} R n as ��0 l 9G �1nr A'q Iil 9 r: :i+ ■ ____ ___ Summer Creek _ _ JUN 19 2012_____ . _ S'1•4.0 rw MALLOW T RACE I n - - - .. - - -� 4 - - . ,. E 8 5.0 , , X r``' X 11 D f 11 T 0' -- 11.0' I - 11 Q' , © ....S i l+` • l'�" 11(2 1 I j I I Building Plan: 18 ras;� (0,4F0/ I -I- I_ nI ∎_.Lots 61 61, 62, 63, & 64 1 6 6 2 63 3 G Units B-C-C-B I FF/TOW 190.39 I I 6 4 I l Q -� r�� I FF/TOW 1907.39 I I FF/TOW 190.39 I FF/TOW 189.39 I GS 189.69 GS 189.69 GS 189.19 C)14, 7-deti�' 71''D the GS 188.69 �' TOP 189.85 TOP 189.85 TOP 189.85 I I I TOP 188.85 SITE PLAN 1 ,1 1 f________ Scale: 1"-10' I 1 1 1 1 I 1 I I I 1 I H.57-6Z0/ . - /3f..)- I / /z'ls�ao� -cam I �3 � 1 I - - ./(,(s7-0201 � /3F --I3.5'i--- —,r L.[ r --� 3.5' Set r 5 °rr►, --- 15.5 ( ` ^18.5 18.5' * © 12.5' 13:5' - - - -- ,-- -- 13. � 15 5 12:5' .5 \ / .G; �� rl r; r / ly �r . / r . y:moo ,fi'> rnn ,'r ,:r I ✓: '. ;irr'Y`� ::,;:::7. 7�,::rr)' '.:..; y::.' :.;.::::, L":7;.:':f:H': i;.. .,..,r:r(:);!:;°i: :;!:)7i:;il:\'`rirYi:i'r li '.`i./.rl.'!.; i1'ir .„:„.::rr/s: :,::.; r:Y: 1::F(„r:.::;: :,III::::::.;.:::;: :,;',.:;,::;;:;. .�;:::;;._':..,;;,;},:>':._ •:-:�::,.:;:..= >::: ::::,; : 1,: 18 . \88.7.5 1 ul ; SW SAGE TERRACE (�r� �,5 1��.68 ENGINEERING ASSOCIATES CORPORATION I 17757 Kelok Road Lake Oswego, OR 97034 8” WAT Tel. (503) 636-4005 Fax (503) 636-4015 I 6 f {{- ,u'., 1 9 2011 SGUAR OOTAG • �3UILIN6 IS SHEET INX•BUILING Summer Creek FIRST FLOOR 168 SF BUILDING SHEETS• 0 -�' N N SECOND FLOOR 2432 5F 18.00 COVER SHEET cr) N . TM THIRD' FLOOR 2432 SF 18.10 FOUNDATION/ SLAB PLAN TOTAL HEATED 3032 SF 18.20 FIRST FLOOR PLAN - N 18.21 SECOND FLOOR PLAN > ;.,- GARAGE q 78 SF 18.22 THIRD FLOOR PLAN ;.., • r 4ry Townhomes PORCH 70 SF 18.30 ROOF PLAN a, 00. TOTAL AREA UNDER ROOF 1080 SF 18.40 FRONT ELEVATION ci) 0 ■ 18.41 REAR ELEVATION iffm'Ci 18.42 SIDE ELEVATIONS 40 18.51 BUI DING SECTIONS - UNIT B L ABE3REV I AT I ONS• SYMBOL. LEGEND. •• 18.32 B m BUILDING SECTIONS UNIT 0 DETAIL REFERENCE: DOOR TAG: UNIT 5: 18.53 BUILDING SECTIONS - UNIT G 0 ADJ. ADJUSTABLE DN. DISHWASHER HR. HOUR REF. REFERENCE s 0-+ (t A/G AIR CONDITIONING DWR DRAWER HYD. HYDRANT REINF. REINFORCE (D)MG) 3068 FIRST FLOOR 46 SF 1 8.34 6U I LD I NG SECTIONS UNIT I T B ' ►-°4 ALT. ALTERNATE DWG. DRAWING IN. INCH R.A. RETURN AIR q DETAIL NUMBER ' HDR. ® -1-10 SECOND FLOOR 643 5F UNIT B - MIRROR: °N A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE(ED) (ING) R6t5 ROD AND SHELF DI SHEET NUMBER SIZE: FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR 643 SF 64-1.2 UNIT 6 - FOUNDATION/ SLAB FLAN, FIRST FLOOR PLAN - END UNIT - FRONT LOAD GARAGE CI) I ABV. ABOVE DN. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOORS ONLY TOTAL HEATED 1532 SF 64-2.2 UNIT 5 - SECOND AND THIRD FLOOR FLAN - END UNIT r? 0 N 0 A.F.F. ABOVE FINISHED FLOOR DS. DOWNSPOUT INT. INTERIOR R.0_ ROUGH OPENING 5VII..OINC7 SECT I®N YVINi7OYs TAG: B-3.0 UNIT 6 - INTERIOR ELEVATIONS ARCH. ARCHITECTURAL ELEC. ELECTRICAL KIT. KITCHEN SCHI. SCHEDULE 84=4,2 UNIT B m ELECTRICAL PLAN - END UNIT - FRONT LOAD GARAGE ,\L9 AUTO. AUTOMATIC EA. EACH LAM. LAMINATE SHT. SHEET REFERENCE. 3060 SH 50 SF GARAGE q HDR. @ 7'610" UNIT G: ASPH. ASPHALT EQ. EQUAL LAV. LAVATORY SIM. SIMILAR PORCH I i SF BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY S.G. SOLID GORE A SECTION ' TOTAL AREA UNDER ROOF 1558 5F CI-1.2 UNIT C - FOUNDATION/ SLAB PLAN, FIRST FLOOR ELAN - INTERIOR UNIT - FRONT LOAD GARAGE A6.I SHEET NUMBER SIZE: FT. N. WIDTH FT. I N. HEIGHT CI-2.2 UNIT G - SECOND AND THIRD FLOOR PLAN - INTERIOR UNIT ERG. BEARING EXH. EXHAUST LVR. LOUVER SGL. SINGLE HEADER HEIGHT --- --- BET. BETWEEN EXIST. EXISTING LTG. LIGHTING SPEC. SPECIFICATION G-3.0 UNIT G - INTERIOR ELEVATIONS ` ' N OPENING TACK: SQUARE REV I J I O - - - I` B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT 5Q UNIT �• 6164.2 UNIT G ELECTRICAL PLAN INTERIOR UNIT FRONT LOAD GARAGE ELK. BLOCK FIN. FINISH M.B. MACHINE BOLT STD. STANDARD REFERENCE: 3070 G.O. UNIT 6: ,.�'. BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL. STEEL FIRST FLOOR 38 SF 64-1.2 UNIT B - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - FRONT LOAD GARAGE BD. BOARD F.D. FLOOR DRAIN MAS. MASONRY STOR. STORAGE 01 SIZE: FT. IN. WIDTH FT. IN. HEIGHT SECOND FLOOR 5 1S SF SOT. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING STRUCT. STRUCTURAL THIRD FLOOR 573 SF B4®2.2 UNIT B SECOND AND THIRD FLOOR PLAN END UNIT BLDG. BU I LD IN G F LUO R. FLUORESCENT MAT . MATERIAL 51M. SIMILAR TOTAL HEATED D 186 SF 13-3.0 UNIT B - INTERIOR ELEVATIONS GAB. CABINET FT. FOOT MAX. MAXIMUM SYS. SYSTEM CONSTRUCTION INTERIOR ELEVATION ION 64-4.2 UNIT B - ELECTRICAL PLAN - END UNIT - FRONT LOAD GARAGE OPT. CARPET FTC. FOOTING MECH. MECHANIC, (AL) SHTG. SHEATING START POINT: 1 vEFERENCE: GARAGE 4a® SF DETAILS: CLG. CEILING END. FOUNDATION MED. MEDIUM TEL. TELEPHONE AD.I ARCHITECTURAL DETAILS 3 j, Ciel-n (_,O 6k PORCH 18 SF . HT. CEILING HEIGHT FURR. FURRED ING MEMB. MEMBRANE T.V. TELEVISION GLG G L ( ) AD.2 ARCHITECTURAL DETAILS �i� �' I-�-�---- - ------- --- ------- -CITY OF TIGARD START PO I NIIIIIIII■ TOTAL AREA UNDER ROOF 1682 SF -- OEM. CEMENT FUT. FUTURE MTL. METAL TEMP. TEMPERED \Ili @I'' AD.3 ARCHITECTURAL DETAILS j (O Approved....t .Ni i fiffa .r GTR. CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD ELEVATION # / SHEET # NOTE: AD.4 ARCHITECTURAL DETAILS Conditional) A raved G.T. CERAMIO TILE F.A.U. FORGED AIR UNIT MISO. MISCELLANEOUS T46 TONGUE AND GROOVE FINISHED SQUARE FOOTAGE GAL GUL ATiONS FOR THIS HOUSE WERE G�.LGULATED ;3ASED � , �r / - - -- Y Ply---- .�.��......�--� OLR. CLEAR(ANGE) F.O.S. FACE OF STUD MIN. MINIMUM T4 LINE TEMPERATURE AND PRESSURE LINE ON FLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF AD.S ARCHITECTURAL DETAILS F-f C ( l JJ See Letter to Follow...`..•...........r ) THE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE WP 1.00 WATER PROOFING DETAILS 1,445 ( = CX' (' Attached••...•••,gee:•••.[ 1 GLG. CLOSET .G. FINISH GRADE MLD. MOLDING T.O.S. TOP OF SLAB EAGE or STUD. -- -e.)60 WP 3.00 WATER PROOFING DETAILS f PrinitNthnber ..:_._ . .. COL. COLUMN s F.S. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE I • �t � '��` T� r GONG. CONCRETE (CAST IN PLACE) F.J. FLOOR JOIST OFF. OFFICE TYP. TYPICAL 6RAFT1 G LE6END WP 5.01 WATER PROOFING DETAILS Addx' -• ------ GOMB. COMBUSTION G.A. GAUGE 0.0. ON CENTER TIN. TOP OF BEAM CONCRETE STUCCO OR SAND WP 5.02 WATER PROOFING DETAILSL .'8 Lear (.,' II •ea 4.1W--k ---_--Date: , '7 -51.. ow CONCRETE MASONRY UNIT GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL. TOP PLATE ,( ® (SECTIONS) (PLANS, ELEVATIONS) WP 3.03 WATER PROOFING DETAILS �� 1-2-_ C j7 GONST. CONSTRUCTION G.G. GENERAL CONTRACTOR O.H.D. OVER HEAD DOOR U.N.O. UNLESS NOTED OTHERWISE WP 5.04 WATER PROOFING DETAILS 1IO74 5 -T OONT. CONTINUOUS OR CONTINUE GL. GLASS, GLAZING OPG. OPENING VEST. VESTIBULE r��' GMU (PLANS BRICK T OONTROL JOINT K. GLASS BLOCK V.G.T. VINYL COMPOSITION TILE ��A AND SECTIONS) i 1 1 (ELEVATIONS) WP 4.00 WATER PROOFING DETAILS DEFERRED OJT. GO OL JO GL BL L L � OPT. OPTION,OPTIONAL 0 0 0 L FIELD WP 4.01 WATER PROOFING DETAILS (,, I � � • ire 3Pt kl t C-i Y.I.F. VERIFY IN IELD CORR. CORRIDOR GYP. BD. GYPSUM BOARD OBS. OBSCURE o•o•o•o• ,- ,,. � 04 HORIZONTAL SIDING W GRAVEL ire Ala �0000000� WP 4.02 WATER PROOFING DETAILS �� C �► P GYPSUM V.T.R. VENT THROUGH ROOF o„0 0 0 �� G.W. GOLD WATER GYP. PNL. PANEL � _ � oo W �000000 (SECTIONS) (ELEVATIONS) - �. ER. GERAMIG G.I. GALVANIZED IRON PARTIOLE BOARD KC. WATER CLOSET •-' WP 5.00 WATER PROOFING DETAILS C� 4. �Te. _ Mech tC ` G P.BD. GLE EO CIR. CIRCLE GWB. GYPSUM BOARD PL. PLATE WP. WATER PROOFING [��\/ 1 SOIL Ir_�. STONE WP 5.01 WATER PROOFING DETAILS / HARDWARE w WITH / / / i r� o, GLKG CAULKING HDW. RD E PLMB. PLUMBING / /\/\/\< (SECTIONS) (ELEVATIONS) WP 5.02 WATER PROOFING DETAILS . . wwta�� G.J. CEILING JOIST HDR. HEADER PLWD. PLYWOOD WIN. WINDOW 't'E.�v Entze' n W VET. DETAIL H.V.A.G. HEATINGNENTING/ PVC. POLYVINYL CHLORIDE w/o WITHOUT FINISH WOOD STAGGERED SHAKE - Sh :v - - 1--� W OD %UFA (SECTIONS) -,-� ,� (ELEVATIONS) ENGINEERING: Other" Q DIAL. DIAGONAL AIR CONDITIONING P.S.F. POUNDS PER SQUARE FOOT V. O 51 GENERAL NOTES PO C.) PIA. DIAMETER HT.(HGT.) HEIGHT P.S.I. POUNDS PER SQUARE INCH WAD WASHER AND DRYER °‘ _�_ � STONE PERFECTION SHAKE APPROVED PLANS �� - 52 FOUNDATION PLAN _ .�_.__ __-.-_ DIF. DIFFUSER H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON �� (FLANS) INCLUDE Utc►A t f (;H�I W.H. WATER HEATER •�•��•� ( I (ELEVATIONS 53 MAIN FLOOR SHEARWALL $ SECOND FLOOR FRAMING PLAN = DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR �� - -- - -- - - -- P C[FIC.'1 -- ---- ---- PRODUCTION MANAGER DISP. DISPENSER HORIZ. HORIZONTAL RAD. RADIUS W.R.G.B. WATER RESISTANT V BRICK 54 SECOND FLOOR SHEARWALL THIRD FLOOR FRAMING PLAN URALCALCS DR. POOR H.B. HOSE BIBS REV". REGEPTAGLE GYPSUM BOARD A (PLANS) 55 THIRD FLOOR SHEARWALL $ ROOF FRAMING FLAN . .A,,eCEOTECH REPORT Gary Culp S6.0 STRUCTURAL DETAILS 14H SC C - -- RELEASE DATE: 12/23/10 51.0 STRUCTURAL DETAILS REV I DATE /DESCRIPTION 5°1.1 STRUCTURAL DETAILS Approved---- --- __ _-- __-- -- r t - A UNIT MC REVISIONS 51.2 STRUCTURAL DETAILS S._An C.“M ? l . 04/01/2011 0 a--j / , w OFFICE COPY 1- I CNRAL GON D I TI ONS. GODS GO Mr IANG� PROJECT ThAM: A in O • ALL TRADES SHALL FURNISH ALL LABOR, EOUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, GOVERNING CODES: OWNER: PULTE HOMES - PORTLAND DIVISION r? A TO COMPLETE THEIR SCOPE OF WORK. 2008 OREGON RESIDENTIAL SPECIALTY CODE 16520 SW UPPER BOONES FERRY R . 3 REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION O GO L cc • ON SITE VERIFICATION I GAT I ON OF ALL DIMENSIONS MENS I ON5 AND CONDITIONS TI DNS SHALL BE THE RE5PON5I B I L I TY OF THE SUITE 200 a O 5 w • O PORTLAND OR 11224 SIT PLAN Nt• OF STORIES: 3 _ SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. EACH SUB-CONTRACTOR SHALL REPORT TO NUMBER O A 1 THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE WORKING DRAWINGS AND/OR City of Tigard Erosion Control V BUILDING HEIGHT: 5-1'-10" TO RIDGE PHONE: 503 221-1151 w AGREEMENT. ( ) _ P IFI ATI N AS DETAILED IN CONSTRUCTION G 5 EG G O 5 5 � I `T® Schedule Inspections: �, N TO OR FAX: 3 222-I-Ill A\ CONSTRUCTED I N ADDITION TI O FA 50 • ALL ALTERNATES AND FINISHES ARE AT THE OPTION OF THE OWNER AND SHALL BE GO MAP TAX LOT NUMBER: LOTS I-88 ( ) Q Call (503\ 639-4176 0 W \ ) r I N LIEU OF THE TYPICAL GAL GOND I T I ON A5 PER THE SPECIFIC F I G �10B SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH -----_- , , x --a--4 - m Initial ms•- I•n: THE FIELD MANAGER. PARENT PARCEL(S): I SI I BOA - 00100 ■anNb "Is , Ms \ Prior to footing .:: i • EACH SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES OF WORK AND \ SPECIFICATIONS AVAILABLE AT THE PULTE DIVISIONAL OFFICE AS INDICATED IN THE TITLE BLOCK. 15113GA - 00200 Final lnspoc •n: cn ISIIBGA 00500 STRUCTURAL HARPER HOOF PETERSON RI GHELL I S INC. ,._ • - _ Prior to final building I :•: I• - w ENGINEER: 205 SE SPOKANE STREET + •� :._ .r --;s_,-, - -__ _ _ ��■ _ISIIBGA - 01000 SUITE 200 I1C1! P 1; SW 135TH AVENUE d-4. v) I PORTLAND, OR ci°7202 . ;° lir _ "'N. °��® x " PROJECT TYPE C C A T I O N A DRESS: PHONE: (503)221-1131 cn la NI Nisi P7_ �P�a� . �. N -a �I� isil;s, VIF LOTS I-16, 84-88 - SW ROSEMARY LANE FAX: (506)222m77gq S �` Pa°P� •�/' ,' Sr AV' QP`J °bd L LOTS 17-68 - SW SAGE TERRACE N. �� ''� ,o, ��b�� s, _ Vio aa.. �- � • COMMUNITY NAME LOTS 6q=86 v SW MALLOW TERRACE < , ` .0 ^7. t�6 i 1• � �TICARD 0R q°1223 �' .� 666 �� , �: s Summer Creek CIVIL PINNACLE ENGINEERING \ `IF 4 - ®,; eA4i �� . i■ENGINEER: 17°15°7 KELOK ROAD .. I Q�� d� Townh LAWSON COMMUNITY ID �- . LAKE OSWEGO, OR �1�10B4 _ ,� ® , _ /1,/ r A DES�� T � • �� -;.. - -� ,� i,,� -:_- H 0000 OF VILLAGE AT f 4.. �• W :: a TRACT A AND LOTS 1-88, INCLUSIVE, PHONE: (503)636-4005 , �: SUMMER GREEK IN THE CITY OF TIGARD, WASHINGTON !/ �� ®'- w FAX (503)6364015 7 ', _' a GARAGE HANDING/ r COUNTY, OREGON. o ® ''"wow- .. i , 1 . 7,, 4 ,l arses No....... ep ® `� i% `' 0 ee SPECIFICATION LEVEL r f z XXX \\ � t �ebb�1. ii/�\ / /�. ®_ �s�b O`�� ,.> °� .o ° PLAN NAME'''''''-'411f1F4 : ,7‘ (air -44 I, / wit,,,Y r J -- -.-- . 46.1 � , ` Alit. , NPC PLAN NUMBER ,d 0 LAWSON PLAN ID S \mot i � o000 g \. LEGACY PLAN NUMBER /NAME R �j �R o . � o000 wsl'?0 -•-•'''''''''''.■ '-/'''4\ O 4a,'0. SHEET I I ....--.. i 18.00 I (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / COVER SHEET / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 18\BUILDING 18 COMPOSITE.DWG 1 o o N O .421 N 64-0 / c n, 0 161_0 I 16 _0 1 16 1_01 1 161_01 • 11.� '6 / / / , / ›' .-, I1=521 011-511 51-5211 5'°52'1 cr'-5" 1'°552'1 5'-5211 01'-5" 11-52" 51-52" ci'°5" I'-52" • P'4 / cu / J' / / J' / / / / )' / / (a: � r will a� . \ \ 7i o � o 1....a Ir.it , ) r r r r r,-..-, ‘47:z C� 9 GS Oo P3.03 Oi ON 0 P3.o_ Pammill r„ Piii 1 T.O.1=.W. 2 T.O.F.W.— T.O.F.W. T.o.F.W. / \ / \ / 1001=0" A17.2 100'=0" 1001-0" ` 0101'=O" N ♦ \- i I n T.O.E.5. T.0.6.5. T.O.C�.S. 1.0.0.5. 0101 X641 0101'=4" 0101'=4" 018'=4" •. • 8" 15'-0" 8" I5-4" 8 I5'=4" 811 I5'=0" 8" / / / / / / / / / / ///// ///// ///// ///// ///// • o ///// \ - 4 < AD.I -ir I'=8z" 4-0" 4'-0" 1_6'1 41_01 11_6'1 4�=O" I�=82" )r 1# ,_J ♦ ♦ ,, \ cr) ,...... . .., O I I I I O oo -co = d d d < _ C� i t(- 61, n to O' r: pi CO W ill ill ill Ill W O 0 0 < CO<IC V V f V O -ACA -ACA -ACA i >� 2 � c�0 I e ' Ill O in AD.I - O - ® AD.I if) 0 PRODUC11ON MANAGER N 'n ln 0 Gary Culp RELEASE DATE: 12/23/10 REV I DATE /DESCRIPTION UNIT B&C REVISIONS v 04/01/2011 0 J w J T.0.F.�J". T.O.F.S. T.0.�.5. T.O.�.S. N ♦ 1001_0" 1001=0" ♦ 1001-0" ♦ 0101'=O" ♦ I Q ). T.O.F.W. - O . 4 io n 100'=0n O O 10 ' "4 " O ♦ / / N n ' Q _ n y -IN -♦ _ ♦ -♦ ♦ -K 4 Cl / >L......5 O O = Aft I X � O d AD.I O _a _I O WPI.00 1- (N (V (N I AS r / \ to 1- T.o.r JAI. T.O.f.W. O O O \ T.O.FY . A o o i cn O 1000.. � -2" m m (c ® fi.O. .W. 0101 x_01 ® X CO -- J - ♦ ♦ L=-- \------sV m 018'-2" \ m N r O PROJECT TYPE —♦ fi.0.1°.W. z • ♦ _ L J J 0101 2 MF o �2 0101'-2' 6I G I G2 G I �I (A2 �2 J °' COMMUNITY NAME i 18.51 18.51 18.52 18.52 18.53 1853 18.54 PI.O 18.54 N N Summer Creek Townhomes o LAWSON COMMUNITY ID I I 10-5" 51-62" 5'-10 " 10'=22" 5-012'1 10'°22" 51-62" 101=51 0000 / / / 4' / / / - f / a I5'=112" 16.-I 16.=o1' 15'=112" w GARAGE HANDING / / / / — / Varies Z 64-0 a / / o T I UNIT G /L 0 T e,2 UNIT G (LOT EO a) UNIT E3 (LOT 6O 4) Z SPECIFICATION LEVEL UNIT LO �G t o =I'I T.O. I=OY!S SLAB = loo'-0" - T.O. FOYER LAS = 100�-O n FOYER T.O. OY!S SL,�� 100 -O T.O. FOYER SLAB = 01011-0" o 0 z (SEE SHEET E34-1.2 FOR (SEE SHEET GI-1.2 FOR (SEE SHEET 01-1.2 FOR (SEE SHEET 54-1.2 FOR (,) PLAN NAME J 0I TI N INFO. Ai,O I TI ONAL INFO. AOO I TI ONAL INFO. X00 I TI ON, L I NI=O. O O L ) ) 0 • NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 Q \ ATN/ SEEA l AN SHEET 18.10 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / SLAB EDGE PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK T0WNH0MES (PORTLAND)\BLOCK OUT\BUILDING 18\BUILDING 18 COMPOSITE.DWG i ° 0 1 � N - O -� � N ct 64'=0" CL • r""i • I • T"4 16,'-o" 16.1-0'°0� 6 °0I / / / / / > _> r ___rm ........ — I- MEM Alk AD.: CI \ \ 7:1 g rosommi 14.4Fzillas.4 c) re.iro:jttr.i IC) cn 0 w -ral r --r rill r ;""li CI) ;,.1 1 r,1 O N 0-..Q. if, n 7,0 AD.4 PlImi r-1 /.611 7° _ I:— ^ C:1 I ® ® -1'�o ' 0 0 0 0 r;4' LL L L -- - - - J L - L J 1 4 AD.I I z F—I 0 0 O -c0 ZO `J --- _ , lc:75 pz, (n (n _ - - - - - rno G.~t-i ��- -� PRODUC110N MANAGER .4Fzil�\ Gary Culp /\ / RELEASE DATE: 12�23/10 11 REV I DATE uji/DESCRIPTION A UNIT B&C REVISIONS AD.5 04/01/2011 �"YP. o w n V Z n 1'! 1 w AD.I � 3 �xi II w:iii9 w ix w w A x 9 TYF'. 1 i AD.I #0 ,..°, w It 4 ,ate ♦ _ A II-In 0 .7711 Nitil■N �- � x 1 VAD.I O O 4 I h x in N N N - 11 �I I, 1` �l m Iv- ® �0' ,C I1 = • �' \ w o l l ; 1 o o -. - - I I x •— — — _� -4---, a — — --� _) I - `~ PROJECT TYPE ± , 0 %�\ - III — \ \ ° MF 1 d COMMUNITY NAME �2 �I 3 �� G2 AD.4 GI An �I :524 ISM A4 s 1 ? 153 1853 134 N Summer Creek 51 Townhomes ° LAWSON COMMUNITY ID .. I .. I I .. I I 1 II I �� I 0000 101-5" Ji°62' 2 2 Ji°`f 2" 10'-.1 " 2 2 J.=ei" 10'-12' 2 2 ��662 101-5" / / dr / a / / W 161=0" 161¢0" 161=0" 16'-0" GARAGE HANDING ' z Varies UNIT (LOT ro I) UN I T G (LOT &2) UNIT G (LOT &e) UNIT 1E3 (LOT ro 4) Z SPECIFICATION LEVEL P li z (See SHEET 154-1 ..2 cO S (See SHEET GI -1 .2 1 O (SEE SHEET GI -I .2 OR (SEE sHeeT 134-I .2 WOK 0 PLAN NAME J a O. A I T I ONAL INFO. ° O I T I O I�IL 1�1 ) � NPC PLAN NUMBER �01� I T 101�1�1.. 11�1�0.) �t�O I T 101�1�L I��1�0.) �D ) ° z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER NAME I 0000 sLC OR AN SHEET 1 18.20 (c) Copyright Pulte Home Corporation - 2009 ' 1 1 I. 1 1$ I ;II , ►- •I I l i ' :► . : : ; • .l l ' 11i 1 k 1 1 - - ill/ ■ ► ► l i l 11 11/ ..: 1 1 0 : 1 , 1 1 k : : , k ; Oki.' 1 i O � N O , � N 641-0" G / / Cf) Cn, ,N 16'=0" 16'-0" 16'-0" 16'-0" • • / / / / / • r...I :c..54 I loll ® I ME ®® MIN MEI MEI NMI (2) Ci) 0 , rid o N =;_4 'Id \ \ — _ 1 \ \ c ' = c � AD.2 ® c°v TYP. I •si . ) • ---7- --- ----T 1 , r 1 . i . i - ... ! > ,; 4 AD.2 TYF. I /WI:,_, frArrir-, l 'i Or 1-1 - , l \ / ` / I 3� AD -9 , 4 .2 ADK1 ; I I r- I I _ O� I ii_ , ,._, � i �. I � L____Lil - - A I U l I I I II ADS 1 I „ I I I � 9 a I I I U I I - V I I _ 1 I II _IL-1 1 1 I II I II I M Cr) ! 11 _ _ I II TYP. 1 -1 oLp 7 ! 1 II ircqrn I-- II I I Oil N/ \/ PRODUC110N MANAGER z I` 1 � r I I I Gary Culp 11 /\ I1 1 I /� o 1 1 /�ti 4 )i RELEASE DATE: 12/23/10 1 1 o 1 0 1 AD.5 I II 11 o u REV DATE DESCRIPTION I' II I 1 ii o_ I J it L 1 TYP. UNIT B&C REVISIONS 1 1 " I II H I 1 � � 1 N 04/01/2011 1 II 11 0 II ��L___ J L_ 1 �� AD.S �- • —. w ! \ L � 6 0 TYP. a 1 N N �..' li • (165-5 Ii_� L �Ii-® 1 o ¢ z icy I . I • w N D i 1 W . � i _ i a cc � 411* ,,......._ r , .1, , korai 1 CP w Lu V Ai I II III 11 II [il II C ID I 0 =\ 9 . 5, As ® ® M I I N --� -- o-� — x cv PROJECT TYPE L —� h® o MF 0 E32 I3I AM , AI_ E3I �2 w COMMUNITY NAME alh 18.51 18.51 i 18.52 18.52 18.55 18.55 18.54 I 18.54 Summer Creek Townhomes 0 LAWSON COMMUNITY ID I I' O' 4'=112" 2, 2 1 •1'-1 =g� 2 '\(--2" 1'-1 =S" 2��' 4'-112�� 11�-0� r I' 2' I -2' 16'®0" 16'=0" 16'-0" 16'-0" ce / / /f i GARAGE HANDING 64-0 Varies f U (La O T & I) UNIT G (1-0T �O�) UNIT G (LOT �J) UNIT 15 (LOT 4) SPECIFICATION LEVEL o 0 0 z (SEE SHEET E3 4°2.2 O (SEE SHEET [ -2.2 ® (SEE SHEET G -2.2 ®R (SEE ST 1E54-2.2 O PLAN NAME A r n:,I 71 ONAL INFO.) Ar7r,I T I ON L. INFO.) A r,1::,I TI ONAlo INFO.) Ar,r,I T I OVAL_ I NO.) 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME I 0000 I al _ ‘ 0N14\ = Q 7 I A Ntt, SHEET -.. 1 18.21 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / 2ND FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 18\BUILDING 18 COMPOSITE.DWG 1 _ O 1 �1 CNII N 0 .,"9:1-.4.4• r-4 cal •,-i -6 a1 't 64-0" Ck. dr-- liti 8 N It t 161-0" 161-0" I 161=0 16,=.0,1 Q.., / / / / / P-, cc '' ® Ei 0 )=-1 � � IL I II III --)A N — -��. i ^ ______,,® [> J J `� `L '- /`4 0 4 '° r I. —----- 0 q.-1) r---�1 I� I I 0 (-- „,,,,, r---- __, ...ir irnii■. r__-i I I 11 r--1 I II I = . ....3-1-----')L.. Ft ' = III _ I ( i - II ( I. inII --- n I I ,_--J m I • L � J\___= 11 rLL=IU) -i== --ri ULL= J II D.5 � I Ji; I I I :7n, - TYP. I J � q� Q 1 � (1 �� AD2.S u � • N - Jl 1,71— J � I u u , Y, � u i T V 0 1 D > ,, � ! C- 1 el„_ TYP. Il 1 _ ,--� 1 ul 1 11 Iill u = Y °I lilt °I 1 it 1 1 11 9 i it I - F--� _ . 41,3___ Il II it Ili AP.5 I d I 1- u r u ! II 11 II 1 r TYP 11 !1 u �� ill ul' '� 1 ) ,s.: Q �n PRODUCTION MANAGER 1- -�- v 1-�— Gary Culp �(AQ 4 �nl < � RELEASE DATE: 12/23/10 0 it 4 1 U13 0 REV I DATE /DESCRIPTION 1 Al2.5 1 J _ _ �/ TYP. + _ 0 UNIT B&C REVISIONS rill 04/01/2011 — 1 J a n i 1 Q U P 11 1 .i _ L N AP.2 An.2 I � O I I ,n „,‘ , ...._...___. 1,1, 11 F- V' II Z N A\ I 1 w L II a L I, I I w II l A x 9 - II II I I' w 1- II Ii II � li W II !I II III rHII III IIL rn it_ O 1l II 11 X !1 0 I . II JLI 0 I I Li- I A m 1- w _ �'� i A rn - N cy III III II, ` �I III II� \ cw PROJECT TYPE O MF n_ COMMUNITY NAME B2 SI G2 sI S2 N 18.51 18.51 18.52 18.52 18.53 18.53 1854 18.5• N Summer Creek si Townhomes o LAWSON COMMUNITY ID I 11 -0 4�¢I I2�' 21' 2. I5I-I 1 'I 2II 21I I51-112,� 2II 2I' 41-112,� I I�so, / / 0000 / / w 161-0” 161-0" 161-0" 16 60 GARAGE HANDING ' / Varies 641-0"I Q / / o UNIT am (LOT & I) UNIT G (1-0T rot) UNIT G (LOT row) UNIT A (LOT &.41-) z SPECIFICATION LEVEL P Z keeT 54-2 .2 O (see SHEET GI -2.2 OR (see SH T G 1 -2.2 O (eee SHEET 1E34-2.2 IOI N PLAN NAME LA J A I T I O I SAL INFO.) A I T I ON L I N IO.) A I T I O I AL 11 CFO.) A I T I OVAL INFO.) U v) NPC PLAN NUMBER O z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 i 1; 1=-, _______=. c) (;) 1 a� SHEET (c) Copyright Pulte Home Corporation - 2009 18.22 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / 3RD FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 18\BUILDING 18 COMPOSITE.DWG '4- cL 4- 8 1 O � N • ,� E N c ' N . v--4 c-::) (i) 0 7:1 o it cv5 R.4., : 4'-0" 4_0 Ii 4-0" 41_0 4-0 41_0 1r4 MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM MINIMUM '4—"'' P�'� MIMI EMI f y al ® � ® s CIS O 0 P-i r--4 n ,.ii 0 0 I :(/ 0 0 0 1?OO1 VENT 1_EGE1�1I7 RODF VENT I 1 V! ///[Q �5 6�� COLLARED '� O EXHAUST VENT WP5.01 ® COLLARED f4v 0/71-FD 1 EXHAUST VENT I I 6 I 1/ AD.2 OI a ®I CA I -I I 1 I I O O 1 ROOF VENTS E] _ (TYP.) P5E32 UNIT E3.00 RIDGE RIDGE ATTIC AREA: 646 50. FT. VENTING RATIO: I/500 �7 RIDGE RIDGE ►—� I I TOTAL NET FREE 0 . 0 VENT AREA REOU I RFD: 510 SO. IN.N. �., b-T-4 0 HIGH VENTING*: 155 SG. IN. MIN. TO 0 I 1 ' O 248 5Q. IN. MAX. I AD.2 I 0 Li LOIN VENTING: 62 50. IN. MIN. PRODUCTION MANAGER Culp in o Gary C p AT LEAST 50% AND NOT MORE THAN 80% OF THE TOTAL o '6, RELEASE DATE: 12/23/10 REQUIRED VENTILATING AREA SHALL BE HIGH VENTILATION. I O I 1JJ _1 _ 1 I N REV I DATE /DESCRIPTION .. O T 1 I •• 0 UN I T C — A B&C REVISIONS 0 0 04/01/2011 cSl I 01 1' I ATTIC AREA: 516 SO. FT. a I w 1 VFNTI NG RATIO: I/300 J I 1 N TOTAL NET FREE `<j A Pr, 0 I 152 VENT AREA REQUIRED: 216 SO. I N. I I P5.00 1 HIGH VENTING*: 138 SO. IN. MIN. TO w z G4 G5 221 S . IN. MAX. a WP5.01 WP5.01 I /\ V 1 LOIN VENTING: 55 5Q. IN. MIN. / -�. 1- I 1 I �!/ 9 w Y �< I 1 j .AT LEAST 5O% AND NOT MORE THAN 80% OF THE TOTAL A REQUIRED VENTILATIN AREA SHALL BE HIGH VENTILATION. 2- 0)... 0 [ C G I ill 1 111 Q I 44f1V - I A I rI 'T A , ,r SLOP SLOP ' 1 SLOPE SLOPE �, 0 ' . ��ill i j N_-- L -I --/ i (, - -J J I P5.0 Pli -I- J N CV PROJECT TYPE i < L � MF S:12 S: 12 SLOPE SLOPE _ S: 12 8: 12 _ ° °" COMMUNITY NAME I w FAYF SLOPE SLOPE P5.o1 SLOPE SLOPE N Summer Creek TYi=) nn �2 BI GI G2 I GI SI �2 ° Tow omes 1 18.51 18.51 18.52 18.52 1853 18.53 18.54 18.54 o LAWSON COMMUNITY ID 0000 ce N GARAGE HANDING 2 Varies Q . , , o UN I T E3M (LOT & I) UN I T G (1-07 67 2) UN I T G (LOT &5) UN I T E5 (LOT &4) Z 0 SPECIFICATION LEVEL 0 0 z 0 PLAN NAME w J Q 0 NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME ®O®® ® 01 L 12\4N. SHEET 18.30 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / ROOF PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 18\BUILDING 18 COMPOSITE.DWG LI KEY NOTES - ELEVATIONS:_ I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). o 1 tV 2. CORNER TRIM PER BUILDER. a N 3. LAP SIDING PER BUILDER. CD . (1 4. SHAKE SIDING PER BUILDER. cri• � Cn 5. BOARD AND BATTEN PER BUILDER. • —'4 zi 01 6. ROOFING MATERIAL PER BUILDER. 1. BRACKET PER BUILDER. • cu S. 4x6 POST PER BUILDER. w ci. IAIRAPPED POST PER BUILDER. cji:) cn 0 10. DECK RAILING PER BUILDER. 8 N rZ 71. ciz p r-4 L1) ® 0 0 ll - 111 r--4 P°11 O I I � r I I I < CD i- W HEAD JAMB SILL HEAD JAMB SILL a E/-i AD.2 + A2 152 G2 Al 51 Alk G2 62 BS F----+ O P4.0_ F4.0_ P4.0- P4.0_ F4.0_ F4.0_ 1A1P5.Q I F5.0_ 1A1P5.01 _ (TYP.) f•• _, PO �-1 • • 12 ■ 12 l 12 PRODUCTION MANAGER a 12 a a it/ i 116. a Gary Culp AI kklii HEEL HE 16HT AT ALL of LOT 64 RELEASE DATE: 12/23/10 � FLOOR 5 PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REV f DATE DESCRIPTION '/ ■ ■ ■��■�� ■ �/ FLOOR 5 PLATE HT. -1 UNIT B&C REVISIONS 1NINDOW HEADER HT. u 1_l i ■■■ mimmusimm■ ■.mummimumm ■1 nnum � ■ ■■�1� ■ - I - -I - - I- - - - - -I� — - - I iiLi-_iiLiE - - _ I li II cn 6" TRIM 1 1 l 1�� ■ 04/01/2011 WINDOW HEADER HT, W-2 A 1 I 6" TRIM I a o V - y I ■ � TRIM I �-� J � �_.-. _ I t3 0 I - - -IdJ c<i A IL), 0 I L I z w n , 1- - r= 1 I I I I - / , w 1 1 �� I L� ■ai■1.■■■.1■.■■ _ .■■■■1..■■■1.■■■ L L L - - ce a I I I I _ I I _ I I FLOOR 5 F.F. i _ _ _ _ - - _ _ 1 _ _ _ 1 A XIII ° 1 - 1_ I -11 II IT II II II II IT 1 —1 I I 1 1 I I w ice. �i FLOOR 2 PLATE HT. 1 I I I i 11 III I I J I T - - - - - - -7 I - -1I - -; f - - FLOOR 5 F.F. ♦ - ♦ i _♦ - - - - - - - - - - - - - - - - - - - - I it I II v� Oil- A - - - - - - - - - - II �� I 6 TRINFILOOR 2 PLATE HT. jI I� - I I _ Inn 0 WINDOW HEADER HT , ,_ - , I I -�-` ' � _ - - - - _ � 1 i 6" TRIM I 1 i ± jhTR1N0HT \ IM I_ — -i i1 I1 is I - -ISO �_ I wP; 26-MailliiiMil �� = PROJECT TYPE dJ `1 � _ 4 11 �---- I 4" TRIM 9 � o IL-, !�� a !_J_4-J LL u U u _ ! I MF 2 - - �-� !� "I�� — i 1 411 TRIM o .� J Iu �L� ___�_J - — � I a COMMUNITY NAME I I 2" TRIM I K� 12 __j L � G 4 w - ! - - - - - - - D - - - - III wP�.ol Summer Creek FLOOR 2 F.F. _,� ,-,!_ _--_----_ -�•- 1 ml�t - I I 1 1 1 N I - I III I I I a J 1_�_ FLOOR 2 F.F. _ D Townhomes I FLOOR ::: HT _ - - - - - - - '� -+ f�'t -; - - - •_ C FLOOR 1 PLATE HT. DOW HT. _ _ - - - __ — -__ _ - - - - - - - _♦ a 0000 — WINDOW HEADER HT. w j�-1 j - j 1--I I- - li 1- r-�1 � � - - - I I 1 1 _ —_ _t - GARAGE HANDING 6 TRIM I - - II 1 III I - ; - ;I I V Varies 5 1 11 = _ 1 z IQ III 1 7 70 -JI il c� _ ■ i I - - I 4" TRIM -Id) o o I TH-- — ! - r- -- --- - - o SPECIFICATION LEVEL Ii II I 6 TRIM I ` II II �' 1 --- - it z I1 �I — — — ■ — — — PLAN NAME I 1i W FLOOR I T.O.F.S. — — _ _ _ �� M - - - - - _ 1 I— II iii 6 TRIM a s - - - - FLOOR I T.O.F.S. v) NPC PLAN NUMBER AS 55 GS 0 P4.0 P4.0 P4.0 A2 I. cl II AM - LAWSON PLAN ID 0 6 TRIM ■ 6 TRIM 0000 HEAD JAMB THRESHOLD WP3.01 wPl.00 wP3.ol LEGACY PLAN NUMBER /NAME UNIT BM (LOT ' I) UN I T C (L.OT rot) UN I T C (L-OT 6,e) 1 UNIT B (L.oT gP4) 0000 T.O. FOYER SLAB = 100 -O T.O. FOYER SLAB = I OO -O T.O. FOYER SLAB = 1001-0" T.O. FOYER SLAB = 0141'-0" 00 d I L ' I I ® I Ems ) VAT I QN SHEET 18,40 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / FRONT ELEVATION / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 18\BUILDING 18 COMPOSITE.DWG LI KEY NOTES - ELEVATIONS: 0 I. TRIM PER BUILDER (SEE ELEVATION FOR SIZE). O 1 2. CORNER TRIM PER BUILDER. j N _ 3. LAP SIDING PER BUILDER. ® N 4. SHAKE SIDING PER BUILDER. Cr) Cr), N 5. BOARD AND BATTEN PER BUILDER. • 1-4 01 6. ROOFING MATERIAL PER BUILDER. 1. BRACKET PER BUILDER. • Puma( S. 4x6 POST PER BUILDER. CI. WRAPPED POST PER BUILDER. 10. DECK RAILING PER BUILDER. rid O r 7-t V r"1 CIS ® Ei O P.--i `,21 P-ii 10 'I" Icy. 0 ~ I I t OHO LD I t t r� t I t � w 9 HEAD JAMB SILL G2 Al 151 1 GI PRODUCTION MANAGER WP✓.OI P4.0 P4.0 P4.0 Gary Culp I RELEASE DATE: 12�23�10 HEEL HE I C�HT AT ALL OF LOT 64 _ _ FLOOR 5 PLATE HT. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `\ REV DATE /DESCRIPTION FLOOR PLATE HT UNIT 66rC REVISIONS LOO WINDOW H A R HT - - - - _ - 04/01/2011 1 1- III F. WINDOW HEADER HT. I I O I I � I if I j I - I I w I II � I 1 - - 1 f —1(0 4-- II ill i I I - - cn - n 1 II I6 _ 4 TRIM I - _ 63 0 II I I I , II I �(� V1 o `o 1 1 1 -------- - i I I - i - - - I III - Z I i II IIL � o � � _ � --- --- _� III I w _ �- - to A\ J _ w IX FLOOR 5 F.F. A 1 9 - - - MN- w FLOOR 5 F.F. _ _ - - _ - - - - - - - - FLOOR 2 PLATE HT. (♦ v w_ i - - - - - - - - - - - - ` FLOOR 2 PLATE HT. — - - - - - - - - - - WINDOW HEADER HT.� -- 1 WINDOW HEADER HT. — L - - - I i i w AI w _ _ A P4.0 I I = vzi TYP. — { — P3.0 — -Id) v) — — 1 1 - - _I M = - I 4-" TRIM N CO H 1 - - - - --- a PROJECT TYPE y ) - r T - I- T — Zp MF -co - 1 11 H \ cn - G2 -- - . _ — COMMUNITY NAME C4 1 - - w - _ —� _ 11 I,- - _ _ _ FLOOR F.F. Summer Creek mI1- FLOOR 2 F.F. TYP. , FLOOR ► PLATE HT. " TOW1111omes mid ♦ — o LAWSON COMMUNITY ID ! FLOOR I ELATE HT. `....1.� - WINDOW HEADER ` . 0000 -- - HT. W I NDOW HEADER HT. - _ I GARAGE HANDING Il _ - ! ( 11 I IL___ - ' Z A4 1 _ I I = - I h I 1. 1� l Varies 1 1 ' I �' 1 1 I ' I _ ,�-- _ t� P4.0 I � — III 1 Ii li I i1 o - - TYP. - c0 0 -IdJ — — li SPECIFICATION LEVEL - _ .I �: � I i ,„ ( '1 II ! - GIFICAl10N LE i — I Z cq _O �4 �!� - � I _ - II 1I 1i — e P4.O — - TYP. I — I 6 TRIM 1 = ; � Z I I� / PLAN NAME — ' III �, 1 1 —� \r I -1- - r!- - �` FLOOR T.O.F.S. \ \ J .I 1 III 11 I I ■ - - - - -�� - - 1 - - I- — . i 11� - �I II Ilt tIt < FLOOR I T.0.F.S. ' WPC PLAN NUMBER \ - III - - 1 - T - � rj- - - - - ,'_ -,, 2 Allik ''"' Ani P3.0- A .2 1 2" Z LAWSON PLAN ID 0000 P3.o3 LEGACY PLAN NUMBER /NAME UN I T B (LOT ro4) UN I T G (LOT 6e) UN I T G (LOT 602) UNIT B14 (LOT ro I) T.D. FOYER SLAB = GI� -O T.O. FO•r ER SLAB = 100 -O T.O. FOYER SLAB = 100 -O T.O. FOYER SLAB = 100'-0" 0000 II _ ..7?L..) 11b\k., SHEET 18.41 (c) Copyright Pulte Home Corporation - 2009 ■ ■ . . . . • •111 . ■ •1111 .:k1 • . I k i 011'1 I I1 I I• „I I .•.l •. .- �i :, Ali . . :I II ► I 1 1 - - Ili/ 111>,,lu_ 1 . 1 • I ► . i 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. o 1 cV 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. 0 3. GIRDER TRUSS. • r. . N II 4. R-41 INSULATION IN CEILING. can Cn 5. I-J015TS PER MANUFACTURER'S • r—.1 -6 v1 12 12 1� ,- 2 SPECIFICATIONS. y/ 6 6 6. R-30 INSULATION IN FLOOR. • r--4 t-' ROOF TRUSSES 4 / 4 I. 2x4 STUD WALL. w SPAG I NCB PER \ � S S. 2x6 STUD WALL. MANUFACTURERS Q. R-21 INSULATION IN WALLS. rd O LAYOUT V FLOOR 5 -IA& IP ttAC� FLOORS 4 . crj :1-4 zt--.1 M 501'-0 21 501'-0" „., ► • = 0 S' OOM 2 LN1� `I' 0 . �ATi°i OLIN S SUITE ,s,°I 0 c0 Pm”( r-4 1. 11 � 1 / a . . ci, ^ FLOOR 5 F.F. FLOOR 5 F.F. FLOOR 2 - - °! I I I I I I Z Z X Z Z z Z Z Z Z Z Z X Z I _ - - FLOOR 2 m - : w.i —Id) GREAT FR.COM r 'ICITG1EN OININI I G4 P4.0 ■ :: ♦ � ►� �\ 5 FLOOR 2 F.F. 1 :y 1 FLOOR 2 F.F. ■ , I 1SII 1t / ► /- tt r ►tt r 1t ►tt �n /tt 4.____,_4.__44_,_tt 1 ►tt �t 1 'tt ►t♦ ► tt It♦ tt 1♦: 'FLOOR I I �e 4 ► �1—�yJ�`!♦,)l-_x11 i_4 ___�_� ► _x .4 ),1 :4._:- ►! ..1►�1 ►_♦ _. . ► ��. _4.4J� _41/►1 !►`�♦ ` FLOOR I ■• c .0 a.. CJ J • li 6 _0" 51'-0" 2'60" 0 / / / [—+ G I oo W CO \--i Cr) 12 12 • 6 6 2 FLOOR I T.O.F.S. .FLOOR 1 T.O.F.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ ROOF TRUSSES 4 4 SPANS PER PQ � I I MANUFACTURERS LA OT I Y ♦♦♦ t!ti Ga�UCulp MANAGER FLOOR 3 - - - - 4�� - - - FLOOR 3 RELEASE DATE: 12/23/10 SU I LO I NG SECTION 5� -0 �2 REV I DATE /DESCRIPTION ► UNIT B&C REVISIONS N ►. 0 04/01/2011 E3 A T 1 2 x Lu H A L` ,/ 1/�I. I .G . -�� a A z Z \ c0 Q O X11 \ , a N /\ co•• , d IIJ ►• \ V/ • +. ■ N , '6 A I— 1 FLOOR 3 F.F. ; =- ► /.- - - N _ FLOOR 3 F.F. w - - - - - - - - - • : - \ _ _ - -- - - - -- - -}� ,FLOOR 2 P - \, I FLOOR 2 S L O LLI 10 EE:: A a, z % X • �\D \ i O ill \ - v) �i \ ► -Id) w Gig ANT ROOM O \� I I�i� A $ ►� N.Q dJ ► ► SINI. x 11-1 J N N 51 `V PROJECT TYPE ,. 4.' v N\ N� 6 © P3.03 yVl l� i • \ r AI -- FLOOR 2 F.F. - _I _ - - - - \ _, _ r, FLOOR 2 F.F. a rivoli '#��F� '�F� F " �F - - - -- ♦ ml1r COMMUNITY NAME-FLOOR I 4 ..4 �4 ►lt�t�4tt1 �t�t�_4 —.4_!..-4�� 1��4��1�� :/1�4� I - - x\ i� Ii FLOOR Summer Creek \ --I • • N = I J Townhomes Al : \ 5,_O�s— 'L MI P3.03 :� • ` .0 0 LAWSON COMMUNITY ID 0000►i w —ice GARAGE HANDING - Varies A5 �� I #- �� / SPECIFICATION LEVEL WPI.00 ► $ I /� 0 i. i I 1 D FLOOR I T.O.F.S. • % ■∎ 1 1 .'' �. FLOOR I T.O.F.S. o . v) PLAN NAME I ft--rte w © A2 a I I ♦ AD.� WPI.00 U NPC PLAN NUMBER s• r I 's• .# z LAWSON PLAN ID E3I BUILr,ING SECTION 0000 LEGACY PLAN NUMBER /NAME 000® 1 aulLiktkttttk S - TNSUI CT & ) SHEET 18.51 (c) Copyright Pulte Home Corporation - 2009 I PLOTTED: Mar. 30. 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT B / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 18\BUILDING 18 COMPOSITE.DWG D KEY NOTES - SECTION: I. ROOF MATERIAL PER SPECIFICATIONS. 8o 1 V CN 2. MANUFAGTURED ROOF TRUSSES © 24" O.G.. 3. GIRDER TRUSS. • r°4 N —E 12 12 4. R 4~a INSULATION IN CEILING. (n Cn N 5. I-JOISTS PER MANUFAGTURER'S • ' 6 ' ` 6 2 SPEGIFIGATIONS. TRUSSES ROOF 6. R-30 INSULATION IN FLOOR. • ? -'a) SPAG I NCB PER 1. 2x4 STUD NALL. w MANUFACTURERS S. 2x6 STUD NALL. 1:41:) c.r.) 0 LAYOUT ci. R-21 INSULATION IN WALLS. O N FLOOR 5 Si? SM, FLOOR 5 V (I) E Z (it :1-, 7....4 t cn 15EO OOM 2 UT I L I TAI' C . 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II cA - - - - FLOOR 2 -' A X ° . .' :: : : :! w Y ill,10 ►i 7 to A AD.2 ► H �i►! \ ! ►i I 0 41 = F= z c0 d —IQ w ► I w AT ROOM I 1L i 0 Z \ tp W ®1/ � ir N A \ p d - z v .- : CO Q `\ SIM. X d cv L1d-I `\ : E I "' PROJECT TYPE ' 0 N P3.0 0 MF • FLOOR 2 F.F. 1 . I i` _ _ .∎--. FLOOR 2 F.F. _ ° - — - l - - - -� T - wT T - �j — \ I _ _ _ - * ♦ mgr\ a COMMUNITY NAME FLOOR I - _ �_+��_�� +�� +V�� _�� ,��:�� a+��:�� - - �� , FLOOR- -- " Summer Creek J Townhomes li Al % a S6'-QI 0 . P3 03 ! 0 , 5 O `�j-0' 0 LAWSON COMMUNITY ID• �i 0000 o 1 O d -ice C�A A G _ O < 1 O Y P O RG f-f i N GARAGE HANDING ce 1 d d ill > z Varies ti ' -J cc ■� z SPECIFICATION LEVEL WPI.00 / o FLOOR I T.O.F.S. ` : -. - - 1 • ' �' FLOOR I T.O.F.S. k . .--+_i . v, PLAN NAME w i n i A2 o AD.5 •I I ; 4PI.00 (J1 NPC PLAN NUMBER `d--rose ♦ t o ■ ' ■ • z LAWSON PLAN ID ID 5UILVING SECTION 0000 LEGACY PLAN NUMBER /NAME 11LIN B S TOS I7 I OT % � 0000 SHEET 18.52 (c) Copyright Pulte Home Corporation - 2009 I 1' ,�� 1 ►� 1 1. I 11 ,' .11 i t, 111 - ► ■ 1 ■1 ► t 1 1 uu ► ■ . _Itl>,■/u 1 1. ..►1 i , i It i k 1 ► ; iii 1 1 1t - , 0 KEY NOTES - SECTION: I. ROOF MATERIAL PER SPEGIFIGATIONS. o 1 N ^1 1 2. MANUFACTURED ROOF TRUSSES 24" O.G.. ` `t 3. GIRDER TRUSS. • 1-1 • N—L 12 12 4. R-41 INSULATION IN GEILINS. up `J' N 5. I-JO I ST5 PER MANUFAGTURER'S • resin( 0 6 ' 6 2 SPEC IFI GAT!ONS. 6. R-30 INSULATION IN FLOOR. • ROOF TRUSSES 4 4 N f' 1 SPACING PER 1. 2x4 STUD NALL. (-z-, MANUFACTURERS S. 2x6 STUD HALL. (2m) LAYOUT OU T q. R-2I INSULATION IN MALLS. 76.0 O �ttv FLOOR 5 - - - - - _ 4♦ .� SA'v - - - - - - FLOOR 5_ \ � P---1 44:' 1-61 gi _O i al ca., •64■••4 : 71°4" S O OOM 2 UTILITY O . 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I 1 1 i 1- N 11 FLOOR 2 m� Q �W 1 \ Lin 0 AD.2 . \ N H .� x N z 0 I N. La G AT O o Z N N I� >� 0 r,e i N A dJ Q d N N _� 9U N �i I11 J N \ `~ PROJECT TYPE _ 0 N ° MF • N • ♦, ►'�♦ 6 N %. 0 FLOOR 2 F.F. - — - — -_ I •i. 0 �! � N FLOOR 2 F.F. �I _ _ - _ _ _ _ N Ina- -- - - - - - ail- COMMUNITY NAME o FLOOR I i _ �_ :� ��,�� .+V��!_�� 'U'!��_�� - - \ lit_��' �� 5 - - - FLOOR I Creek - - - - Summer Al 5 56'-0" 0. 31- 0II Townhomes P5.05 - / / o LAWSON COMMUNITY ID � , 2'-0" I 0000 Z O C7 AA C7 I OY e FO'RCi -�O Q d ' GARAGE HANDING N .� i W z Varies y \I I-U J , A3 ; ♦ ./ Z SPECIFICATION LEVEL NP I.00 ►� .. 1 co El FLOOR I T.O.F.S. • = -� - . •'�--__ _ - r rFLOOR I T_O.F.S. Z • PLAN NAME 1 • La MI : Q I i , A2 • ; AD.5 I I ; ❑ KEY NOTES - SECTION: O I. ROOF MATERIAL PER SPECIFICATIONS. o 1 CNI 2. MANUFACTURED ROOF TRUSSES ® 24" O.G.. N 0 3. GIRDER TRUSS. • I--I N 12 12 4. R-4q INSULATION IN CEILING. C ) "n, ,L\ 5. I-JOISTS PER MANUFACTURER'S • r--� 7-3 6 b SPECIFICATIONS. 4 6. R-30 INSULATION IN FLOOR. • r� cu 3 ROOF TRUSSES $ 1. 2x4 STUD WALL. w SPAG I NG PER / S. 2x6 STUD WALL. MANUFACTURERS q. R-2I INSULATION IN WALLS. Yinri O HEEL HEIGHT LAYOUT / HEEL HEIGHT O r�-� a \ 124 V FLOOR 5 LOOR S - \ - \ Ct 1.-4 t S ► rr---4 301 -oI 2'-0" • 7:41 i - -- - - , - f L. n . E3Er: 1OOM 2 LNr)fiZ°Y' O . SAT-4 O 'NN R'S SUITS -Id) ® ° Q cr3 "T' 4 Plimil / g 7 © q FLOOR S F.F. FLOOR 5 F.F. ,�III ow • ea, FLOOR 2 I* IIIFLQ2 _► i f� t -IQ A-T" ROOM f< I TG HN I N I NG T C4 P4.0_ ■ ■ _ . • . �� 2 FLOOR 2 F.F. ' 1 FLOOR 2 F.F. I-I 4 `:: _ F vrF rf - - - w � 4�F =�F o �orF orF _ F _ irf- i� �.�; min•• FLOOR I L �i itt% ♦��r _r ��,��_�♦ i��♦� _,��_�♦ ._� P//j_h�♦��F1��♦ _ ��I ♦'•'� �14.. ..1_4�♦� _ti k�� I��/_��1 X4.1 ,1��'4 ��♦1,li I' FLOOR I ♦a ` r' : V Z 7 (71_011 ac I-o" 2 1-O n O / -- - - / V GA RA -Icq 63 I 12 12 p C.7 I 6 ' ` 6 2 N - (Z 4 H FLOOR I T.O.F.S. FLOOR I T.O.F.S. ROOF TRUSSES SPAIN G PER MANUFACTURERS _HEEL LAYOUT HEIGHT - - ±°+DEL HEIGHT _ \ PRODUCTION MANAGER FLOOR 5 c° ,♦�♦♦ 4♦�♦�♦ FLOOR 3 Gary Culp - - 2 - - - - - - - - RELEASE DATE: 12/23/10 E3,2 BUILDING SECTION _ -- _-- - REV# DATE /DESCRIPTION \ \ 'I UNIT B&C REVISIONS N\ ,/ 4 04/01/2011 0 SAT 2 z1�1T ,/ mil. I .G . -�� w A I - Oz \ / I a �- \ \ i- . _ v v \ 1 v, Q 8 - - N p ILI I \ . - O — � LL1 � q i A 4 FLOOR S F.F. \ FLOOR 5 F.F. W FLOOR 2 ; . \\0 1_�� _IC mcy W O - - - - - FLOOR 2 _I 0 ■Ir A w 11, 0 ∎. ■ ■ to A to .. .. ILI 6 . . . . \ 1 1 A \ —Id z Ov W W OOM z - . - _ Vv \ d- -CO Q N SIM. X N f�1J J \\ - ►� B `~ PROJECT TYPE . MF• .♦ \\ �. O. P3.03 . I FLOOR 2 F.F. - — — 1 - - \ r . FLOOR 2 F.F. ° - - - - - �FF �F �1 FF _ r ; - - - - - m ♦ °_ COMMUNITY NAME ` ♦ t� 1P1 4 i _�♦ .�♦�♦�:1�♦♦ ►♦♦ ♦♦ 1♦_ 4. . ♦ 1♦♦ \ I I •! FLOOR FLOOR I _ ;i �►.��_ �► �� v . 4. i'�� ■ - - - - - - - �_ ., �, �. I - - - 0 Summer Creek ' J Townhomes AI = \ S _Q :— . \ •. -r 0 LAWSON COMMUNITY ID . P3.0 . � . :• \ 0000 I . \%III _ W G �7 O Y E FZ P O R C H -tom GARAGE HANDING • • J Z Varies A� ! 3 ♦.�.� / p •. -: ■\ zo SPECIFICATION LEVEL WP 1.00 . 1 ♦ � ♦ .� � � '� FLOOR I T.O.F.S. _a I 1 •• _ _ _ _ FLOOR I T.O_F.S. \ o z ' ....0: w PLAN NAME 5 I I A2 A .5 : PI.00 NPC PLAN NUMBER f (I)1 S,i__.I I I O .� •r z LAWSON PLAN ID � I BU I Lid I NG SECTION 0000 LEGACY PLAN NUMBER /NAME 7:,?-' 1J I I N 5C- 1- 1 0 \th. 5 - ,../ N I T (1 0 1 & % ) 0000 SHEET 18.54 (c) Copyright Pulte Home Corporation - 2009 • • I ,. u, I ►O I t, ►' .l 1 1 1 1 1 1 - 1 C ; ; ■ • I. 1 • I '►1 1 1 1 1 — - uu ► ■ ► 1,1 1 1 1 u '1 i 1111 . 1 k 1 11 ; ; 1 1 ; 1iI•1 I 1 A FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f 1 ) S 1/2" O 1 16'-O" CL 16'-0" ROUGH UNLESS NOTED OTHERWISE. ALL p N EXTERIOR MALLS R O LLS A E 51/2" ROUGH. <3) 3 11 2 N B. ALL ANGLED PARTITIONS ARE 45 DEGREES • i UNLESS OTHERWISE NOTED. Cr), ,,,N I'-52" 1'-3" 5'-3z" 6'-I" 1'-102" G. ALL CONCENTRATED LOADS SHALL BE • , -6 TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. > .-, • t-I 1°� � D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a) UNLESS OTHERWISE NOTED. cn E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL CU 0 OPENINGS UNLESS OTHERWISE NOTED. riCi o F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE O rd 4x6 FOS (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS ;-I \ \ i'- \ \ N Ith _ri \c SHALL BE (2)2x4 MIN. ^ -i G. ALL TRUSSES TO BEAR ON EXTERIOR MALLS r......1 `V AND/OR GIRDER TRUSSES UNLESS OTHERW i SE 114■2) 1-■I NOTED. 4' O O O p H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, p 0 rP.I I HANGERS SET SPACING FOR ALL TRUSSES. a I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 10`10 OGD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR HDR. `1'=0" EGRESS OPENING OF S. SQ. FT. WITH MIN. -\ ♦ Nv ♦ N. - . - ♦ `� DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; � , _ SILL HEIGHT NOT GREATER THAN 44" ABOVE ® FLOOR, PER 2008 OREGON RESIDENTIAL II ' H SPECIALTY CODE. 0 J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" i VERTICALLY IN MALLS > 8'-11/8". K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ASV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4 TO 2" _ DIA. �1 -1 L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD 1 ' L d- J 1- INCLUDING RAILS AT OPEN SIDES OF STAIRS. M. ALL GUARDRAIL BALLUSTERS TO BE SPACED .2 GAR 1-� SUCH THAT A 4" SPHERE CANNOT PASS P■4 BETWEEN BALLUSTERS. T �� 7A A�7 'IS 81-1 I/8 N. ALL HANDRAILS GUARDRAILS TO MEET L O EE 2008 0 IV-2" x 38'.-0" OREGON RESIDENTIAL 'II E TIAL SPECIALTY GODS. 0 414 SF 0. MIN CLEAR HEAD HEIGHT AT STAIRS I RS SHALL BE '� 1'®I12" I -82" 4'=4" 1'-I12" I'682" 4'=52" �' gm 6 -8 , MEASURED VERTICALLY FROM SLOPED PLANE ADJOINING TREAD NOSING, OR FROM C1� O♦ O♦ FLOOR SURFACE OF LANDING. • ♦ ♦ 1 I ♦ P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w ARE SUBJECT TO RELOCATION DUE TO FIELD Q .�4 - STORAGE CONDITIONS; CONTRACTOR TO VERIFY. 0 CO UNDER STAIRS I W I CO = I ( = PROVIDE GYPSUM KEY: C.7 O O BOARD UNDER STAIR ♦ DENOTES MALLS WITH TOP PLATE GREATER THAN � � 1 AS REGU I RED BY 8-I I/8 ABOVE FLOOR - STUDS TO BE CONTINUOUS 1 CO THE 2008 OREGON FROM FLOOR DECK O O TO PLATE _ I -' RESIDENTIAL CODE -' `'[ 1- 1- CI) - I -ICA -ICA - in -= DENOTES DROPPED CEILING OR SOFFIT L Ln PRODUC110N MANAGER Gary Culp / RELEASE DATE: 12/23/10 / REV I DATE DESCRIPTION r CZ Q r / / # ON ' UNIT B&C REVISIONS Ill I_L! m m — A = cA CV o 04/01/2011 In Aw D_ \1 v o OY1� (� 0 - 1 r- N d ct z . 1 1 i w CO CO 2868 w 67, LAJX i LA DI I- w r,ei -IN 5-1�� -ICA A O P- % \ \- -N, l' _ 't I i I ♦ ♦ i _ I-ICY I -ICI = N A O O Q � II _ O M m m cv N PROJECT TYPE ♦ ♦ L ♦ ♦ ♦ n♦ - - _- -TN♦ MF 0 co- In♦ ♦ c 0 cn Q . o ® O a B2 cn C/• al COMMUNITY NAME ___ Q w Summer Creek J Townh I omes 1 o LAWSON COMMUNITY ID 5'- 4'-11" 2'-3" 2'-42" a 0000 J 1Z4.1 10'- '-62" 2„ / // / GARAGE HANDING / ,� � / 10'-5" �� z '-_12° /2" Varies ii / I5'-112" , / 0 SPECIFICATION LEVEL o 16 -O o / I o L Z PLAN NAME w J a V b NPC PLAN NUMBER • z LAWSON PLAN ID — 0000 RA A 01 1 A L 0 A LEGACY PLAN NUMBER /NAME 000® , iNIT ..---" %44, I A I ® t S AD �� lJNITI BS r SHEET MIRROR B4.1.2 (c) Copyright Pulte Home Corporation - 2009 - - - - - - FLOOR FLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( -r j' ) 3 1/2" O 1 16'¢0 L ROUGH UNLESS NOTED R L ED OTHE W15E. ALL / N N EXTERIOR WALLS ARE 5 12 ROUGH. a� 15'-112" I 2 ( � ) / O CD �, / �, B. ALL ANGLED PARTITIONS ARE 45 DEGREES • � N UNLESS OTHERWISE NOTED. (J CI? G. ALL CONCENTRATED LOADS SHALL BE • ' 73 I 16 =O ct. TRANSFERRED TO FOUNDATION VIA BEAMS, > --, 6'-S" q'-82" / ® ma / POSTS AND/OR SOLID BLOCKING. / / / 15'-112"I 2" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a 12 NM M1 w / UNLESS OTHERWISE NOTED. v, I0'=62" 5'=5" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL / / / OPENINGS UNLESS OTHERWISE NOTED. ling0 00 I 6 36 41-52' F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE PO / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS { HA x4 SHALL BE (2)2 MIN. -\ 1 _1- �I G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS �( `v 0 aMGtG I _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE • O cr) O NOTED. 9 d 9 H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 0 HANGERS SET SPACING FOR ALL TRUSSES. ® N 0 o 1- O � I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE Pl'i 1-4 Pi"i I d) d b.n 0 D- 0 Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I z EGRESS OPENING OF 5.7 SO. FT. WITH MIN. • ♦ ♦ 1-- • r ♦ ♦ ♦ ♦ ♦ )i iii it ♦ ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; -- >> 5 I HEIGHT EIGHT NOT GREATER THAN 44" ABOVE I I 5' TUB/ FLOOR, PER 2005 OREGON RESIDENTIAL 0.-- SHOWER I SPECIALTY CODE. 111 I ___/) J. PROVIDE FIRESTOPPING EVERY 81-11/8" �j4' I MATH 2 VERTICALLY IN WALLS > 8'-I 1/8" I F[ Lii- _ K. ALL HANDRAILS TO MIN 4 - MAX ABV } L BE 5 38 8 �Eti OOM 2 O rr TREAD AND TERMINATE IN A NEWEL POST OR N SAFETY TERMINALS, _ , � L5, WITH DIA OF I I/4 TO 2" IGEAT fi�OO1vi 8-1 1/8 c11-1 I/8 a'-q" x 10'-8" pj DIA. 00 61= r (4.n L. ALL GUARDRAILS TO BE MIN 56 ABV TREAD 15-O x 15-6 .X H.S.r 2S S� 2468 ` INCLUDING RAILS AT OPEN SIDES OF STAIRS. ` _ .R-.2- M. ALL GUARDRAIL BALLUSTERS TO BE SPACED MAT N A `r GHL I � 1--: ♦ SUCH THAT A 4" SPHERE CANNOT PASS i 1-•-J kr cp BETWEEN BALLUSTERS. t~ ■1/ 4068 E3IFASS �� , -I - N. ALL HANDRAILS GUARDRAILS TO MEET 2008 fik OREGON RESIDENTIAL SPECIALTY CODE. 0 to Ill cv I _ -� 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 Q c1 SR L.OPT 1- 6 8 , MEASURED VERTICALLY FROM SLOPED ilb ♦ PLANE ADJOINING TREAD NOSING, _01'�� . 51 G, OR FROM ! WASHER PIE--- -1 2868 FLOOR SURFACE OF LANDING. ■ m � Iu � � I 8 � S �6 4 Sz 1 I u I I II I HOOKUPS Il H.S. G. / / / P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT +III II I I -icv __ I _ F ARE SUBJECT TO RELOCATION DUE TO FIELD Iu I _ � `� OFT. STACKED v !�, �- -'-q2" S'�' O 4'-I" = CONDITIONS; CONTRACTOR TO VERIFY. �` in I WASHER/DRYER rl rn —ICA � F----1 OPEN BELOW – LAUN1.,t�Y v I -' 0 ® I I i D>d) m I I = 1 „ L _I k : = KEY: �� Dyy / 42 LOW Q ♦ � � ♦ DENOTES WALLS WITH TOP PLATE GREATER THAN � P � SINK o 1 V d 9 12" VENTED 7 _ WALL �� d ° _ ii u w 111 - -I yI� s - 8 11/8 ABOVE FLOOR STUDS TO BE CONTINUOUS O O /� co = O SHELF •� z u - 4Y CO O [—i O _n ' 42 LOW i ° - O �.. FROM FLOOR DEGK TO PLATE dIi u Ll_.I II II (_ �--- d �--i G/B6S.0 1— _ S6 x6• _ z U d HALL _ - SHOW - 2068 = V d N N K.I TG�•I�N u LL W O z c O 0 ® O H/B-S O 2468 J r DENOTES DROPPED GE I L I NG OR SOFFIT z �1 �; U CO H.S. G W PRODUCTION MANAGER I [T] X d d(X m z d CANER'S SA pa Gary Culp d fQ v _ice G/B-3.0 / RELEASE DATE: 12/23/1 0 1 u T.R1, Ul Q REV DATE DESCRIPTION CO 1 O ri It] w — writ /////. UNIT B&C REVISIONS A 6s to , x6 WALL En ! \ 04/01/2011 � LL H = 1 = ° Ili - - J ICY ♦ w Q F. N BROO`•'1 • 2468 N A 0 GAB v• irm Z A 1 w - I s ` — w Iv �- OVINES SUITE = tY CO c- 8-I1/8 A L ° m dG � ; I N I N�7 O – I I'-4" x 12'-�" W m O 131 � 3 S C, 011-1 I/8 � , o Imo.I.G. 1 Q 0- ° 10'-4" x 10'-O" x Ill A 11-I Jj 7< 101 Q J/ �. 7 A T.P,� S$R i- • ♦ a.■. ♦ ♦ w / \ 9 c ♦ 1, - - -- — I ♦ ♦ I II a Cl♦ ♦ X N I I - N PROJECT TYPE Z MF _p - o O ® O O AL i z_ N d 0 – a Q ® COMMUNITY NAME O ® B2 O ® B B2 B I N Summer Creek in m co 0 ci OQ J Q I Townhomes o LAWSON COMMUNITY ID S'=O� 5'-0" S-O� =12� 31-10" a / / / / / / / i; ce GARAGE HANDING II =O 4-112 11 -0 4-112 #_----- - - - - - - - - -- / / / z Vanes 15'=112" 2" 15-I 12� 2, ---- - - - - _ - - / dr z / -- z SPECIFICATION LEVEL 16'-O" I 16'-O" ° 0 / --- / I z PLAN NAME J a N NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 0000 vEoe N NPF = , S - % AN JNIT Fl ® P I AN SHEET MIRROR B4-2.2 (c) Copyright Pulte Home Corporation - 2009 o 1 N N ' CHASE • �4 0 :11),4 C\I I � FOR VENT - CIS • rn WMS03O1 136 r� �+ WeQ18 W2436R z N W2136L W24S6R W2436L A1 236L LIGHT N r- -—\—— — i CZ cn 0 r >X I . o ', -� yv --;� � - - � - ;- , MIRROR o �00� — —1—II Nkl li/ I N . . z , ..- s I\— —\— - 1/ PA It a) \I ----I 1 REF. _ �0 i/ SPACE • , 1 \ \ O i! 7.4 I1 I ,I 1 I 1 , fa-4 t ;1z' I a \ / j / , /// / � `,/ r 1 -1 IN n .0 a 0 / �- p>;/ :: t:> //// 1 1 B24R RANGE DB418 B24L B12L 5836 PIN I 1" I r / 0 CA) KITCHEN SLA�l L \/ATION IK I TCH N O E3AT r-7 RECESSED WALL. C1) all AEOVE / / Allilli co a 0 \ / _) 6AS FFLC \ ...1-1 . w I -SCI I O O 56 D.Y. —r `a R.O. FRAMIN6� pCa —-N■N 1/ FLUSH ►� [--1 HEARTH / VARIES f ♦ — ♦ i EXH. VENT F I REPLACE PRODUCTION MANAGER MANTEL. SET ON @ _ Gary Culp AS RELEASE DATE: 12/23/10 SPEC I F 1 ED REV f DATE DESCRIPTION UNIT B&C REVISIONS v> GREAT ROOM 04/01/2011 0 0 OPTIONAL w J Q U A Mal O Z A w 1 W W O A X„,LIGHT cn LIGHT ♦ IF— sit ♦ u' A _� VENTED X u- 0 ♦ r 60"x 42 v) W 56"x 42" = IRROR SHOWER w MIRROR CO m noon / -' 4---- - - \ `" PROJECT TYPE 0 r- 1 z ♦ ____ ° MF -- L 11 J I--° r i /T 1, �) \ i ° /-I Imo\ i,z- = O — T i N OFEN COMMUNITY NAME.... T\ I _ - _ I\\ e - % <, 5 L®� Nij Summer Creek„..., L Jr u Townhomes ♦ ♦ \ ♦ - o LAWSON COMMUNITY ID Vsr E,SS SOR VS0686O36 636 0000 II, a J w ce 3'-0” 51-0" 51-0" GARAGE HANDING / / , / / - / Ix 0 g Varies ' I I z SPECIFICATION LEVEL o� # O N T OAN S AT f LAUNS '_ v O z PLAN NAME w J Q N NPC PLAN NUMBER I Imo) N 0 I I INT---- Q 1- I I I ? LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET MIRROR B.3.0 (c) Copyright Pulte Home Corporation - 2009 R ° 1 ELICTICAL SYV8OL KEY 0 N N I N L I GHT F I XTURES r • rum( OM I > RECESSED CAN LIGHT : GAN - EYEBALL • ' 1 cu -0- GE I L I NG SURFACE MOUNT LIGHT w 0 FS- WA SURFACE MOUNT LIGHT 0 LL 0 7:i PE LIGHT w/PULL CHAIN SWITCH al L SG[� - - - --- ® WALL SCONCE (t FLUORESCENT FIXTURE ( ) ' (LENGTH FT/TUBE) Cn —0T-'1=.1 ! OUTLETS 0 N° 0 n � DUPLEX OUTLET ,--24 CAF'-AP , I dM-I.9 EbL fit!o t , , r/ � SPECIAL PURPOSE OUTLET I �II III t___ (i.e. W.P. - G.F.I.) 1 , \ i 4 4 , 1 .r�rPE SWITGHED DUPLEX OUTLET i ^ II RANGE/DRYER 22OV OUTLET r;4r' I� _ '�''la Ji+-,, — ^ —; 3\ - - ��`T Q yyERNG DIRECT WIRE CONNECTION �, ,RO ,1 2 ��OT.L�r- t � , __ — - LJ I TELEPHONE OUTLET \ , � - - � 6r \ GATV (TELEVISION) OUTLET ( ) C \ / > Q- I L _I \ I � ^rte k -0 THERMOSTAT \ '2 _,\\ \V `f 1� _ UNDER-COUNTER OR _. 2 ��(� CONGEALED OUTLETS 1 '"W \ I OFT. / O '=' I �� \ � / SD OFT. SWITCHES 1 "t- J I I / SINGLE POLE SWITCH I OFT. N\ \OPT. 53 THREE-WAY SWITCH �• 1 H5 2-C.AIR ± 0 ti ---- 1...07 TANG M N I -- I / 54 FOUR-WAY SWITCH N GR I I' fl I I Zi I'4om\ —■ - u ,1 Il 1 5D /��- S USER DEFINED SWITCH 0 � - s _ - 0 / ��__ 0 SPEC E 6 ' /- ® -(F), .1.,/ i .i.„, -71 - - --; kV o(T) 1(A, I. 1 ivl I SO F I XTURES i— , J i / SD \ Ei• �,li, — l LJ EXHAUST FAN i U -CtTT�- / - ,,'7,7 r _ _ r' i'I II � �� r0 EXHAUST FANLIGHT 11 III I� _ DN TO r-,11 :Fd � �� '� 1 iii LIGHT j EXHAUST FAN/LIGHT/HEAT I 1 �1; ii DN TO � _ �� _I I SMOKE DETECTOR LIGHT O ____----- w� I O SD I;r o w I I li. A/ ®W N D PRODUC114N MANAGER 15ATI-1 ELEGTRIG WALL HEATER Gary Culp I I c,I� /N _ PANEL ELEGTRIGAL PANEL RELEASE DATE: 12/23/10 fG I TG1� N L.ICHT � JI I REV ;� DATE /DESCRIPTION PREWIRE c: - � \ I 1 FOR SF 11 ;; , � EMERGENCY LIHTING 1 OPENER . I UNIT BBC REVISIONS U 04/01/2011 I BUTTON I I ++ - " I l,EX-4 EXIT SIGN _ o 1 — \ I {L r, ,I BASEBOARD ELEGTRIGAL w A �" \ \ / + HEATER �-- �� 1 / C' - — / >i DOORBELL CHIMES (1. A 11-1„, 0 ELEGTRIG ■ , / (!, iNI 1NALL MOUNT / O W.I .G. 11I w HEATER � � �� SD /� 11 Q DISPOSAL - _-- L � 1 g' �. / (� ce / A / 0 O • �� ® / r,,. �- OPT GE I L I NG FAN/L I GHT �\ If 4 5D / F��r w /1 I 1 &% \ -e \ �r OWNeR S 11 I \ ----F)uj A Ein 0 - T�ININ� 1 ii "m1° SIT a ;; �--� FLOOD LIGHT It- �• P A HB O AT END _H - - ELEGTRIGAL PLAN NOTES I-UNIT �� lag °n GONDITION 1 A. ELECTRICAL CONTRACTOR TO PROVIDE Y H5 IAI ID I REQUIRED DIRECT HOOK-UPS/CUTOFFS. to INTERIOR I i , — / I I I II III II " B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N UNIT • L _ I LOGATI ONS. ° PROJECT TYPE CONDITION — — MF G. ALL ELECTRICAL AND MECHANICAL EQUIPMENT, (1.E. FURNACES, A/G UNIT5, ELECTRICAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND °- 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 11 BATTERY BACKUP, WI RED IN SERIES, o 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 DETECTOR PER SLEEPING ROOM. 0 GARAGE HANDING E. PROVIDE AND INSTALL LOCALLY CERTIFIED Var1e - SMOKE DETECTORS AS REQUIRED BY NATI ONAg FIRE PROTECTION ASSOCIATION (NFPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL o GOVERNING CODES. 0 F. PROVIDE AND INSTALL GROUND FAULT G I RGU I r PLAN NAME INTERUPTERS (GFI) AS REG BY THE NATIONAL ELECTRICAL CODE AND MEETING THE N REQUIREMENTS OF ALL GOVERNING GODES. NPC PLAN NUMBER I oc:, I S L ® S ,O ® 101 ? LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 ElI 1 0 ,0' SHEET MIRROR B4-4.2 (c) Copyright Pulte Home Corporation - 2009 ,. PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT B - REAR LOAD - ELECTRICAL IE - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG FLOOR PLAN NOTES I6'-0" 161¢01 A. ALL INTERIOR PAR O'1- L PARTITIONS ARE 3 I/2 ( ) O ROUGH UNLESS NOTED OTHERWISE. ALL cV ON I ir 211 151—II" ' 2" EXTERIOR WALLS ARE ( t '1 ) 5 I/2" ROUGH. v " LED PARTITIONS • ` B. ALL AN G IONS ARE 45 DEGREES I 5I-52" 11-3" I'-5211 I �1'-102" 6'-02" I UNLESS OTHERWISE NOTED. C� / / / / • G. ALL CONCENTRATED LOADS SHALL BE • •--4 '� v1 TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. > ..-, • -+ D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING F�1 UNLESS OTHERWISE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. O O I F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE pc:),_, it ♦ ♦ — -I ♦ ♦ (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS g) 0 SHALL LL BE (2)2x4 MIN. CZ a-, 0. ALL TRUSSES TO BEAR ON EXTERIOR MALLS r......1 `v AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••I >r-°.1 I O , O O OTED. _� o o C!) .0 .0 .0 .0 N H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O HANGERS SET SPACING FOR ALL TRUSSES. N O r— Pi°1 10-10 OGD I I. W I NDOW SUPPLIER TO VERIFY AT LEAST ONE » 1 � ` ♦ \ \ HDR "V-0" ♦ \ WINDOW IN ALL BEDROOMS TO HAVE A CLEAR I EGRESS OPENING OF 5.7 SO. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; 0 SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR, PER 2008 ORE 1 6 ON RESIDENTIAL I I .e_ OD SPECIALTY 0 CODE. I J. PROVIDE FIR T DE ES OPPING EVERY 8 I—I I/8 II /� VERTICALLY IN WALLS > 8'—I I/8". K. ALL HANDRAILS TO BE MIN 54" — MAX 58" ABV I TREAD AND TERMINATE IN A NEWEL POST OR —=CI ISAFETY TERMINALS, WITH DIA OF 11/4" TO 2" cm m m DIA. y� m d — L.L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD W INCLUDING RAILS AT OPEN SIDES OF STAIRS. I I M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < 2 GAS I 1 SUCH THAT A 4" SPHERE CANNOT PASS P--(BETWEEN BALLUSTERS. C3 I 1 8�—I I/S 11 N. ALL HANDRAILS 6t GUARDRAILS TO MEET 2008 O n I5'-2" x 55'-0" OREGON ON RESIDENTIAL SPECIALTY CODE. 4'6411 1'46" 10'-21' 4'—S2" I'=6" 446 5F 101-12" CD, / y y / / / O. MIN CLEAR HEAD HE AT STAIRS I R5 SHALL BE w 6 —8 , MEASURED VERTICALLY FROM SLOPED ♦ PLANE ADJOINING TREAD NOSING R , OR i= OM Cr) ♦ ♦ O♦ ♦ ♦ FLOOR SURFACE OF LANDING. I 1 P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w STORAGE ARE SUBJECT TO RELOCATION DUE TO FIELD 1 —IN I - _ EF —+O O O —o U N DE R STAIRS c p CONDITIONS CONTRACTOR TO VERIFY. r o r CO O `p d- PROVIDE GYPSUM S W CO ♦ BOARD UNDER STAIR CO KEY: LD AS REQUIRED BY DENOTES MALLS WITH TOP PLATE GREATER THAN Q O THE 2008 OREGON O �--a _I RESIDENTIAL CODE -' S'—I I/8" ABOVE FLOOR — STUDS TO BE CONTINUOUS U W C� �t FROM FLOOR DECK �-, DEG TO PLATE —Ic I - —10i Cr) F---I C f Ln \` in DENOTES DROPPED GE I L I NG OR SOFFIT PRODUCTION MANAGER —ICI 1 i Gary Culp —icv / o (RELEASE DATE: 12/23/10 N _ N REV # DATE /DESCRIPTION - — / UNIT B&C REVISIONS 04/01/2011 w o I 1 �•\� J I I O I z:%(-) O— � O CSS �N Q II-1,f, 0 fx i 5' 101' � _/ / I Q� I X IL- O ,—T _11(" !f 1 —IN 9 I I � O ' O c? , O W cn \ ♦ I ♦ ♦ N ♦ �♦ Z = Lo. ♦ ♦ M x N B N c0� z PROJECT TYPE o ° N MF mV Q a COMMUNITY NAME w i I I N N Summer Creek Townhomes I I 52 12'-54" 2'°54"Si" 51—I2" 5'-0" w all 51—c12" 101-211 /,1+ // / / o LAWSON COMMUNITY ID T / / I "I q- I 10 I 2 I W 0000 / / / J w 2" ( 15'-I I" I 2" GARAGE HANDING Jr 16 -OII J ,r Varies J.t._ 161=0.1 Q Et Jr._ t' z SPECIFICATION LEVEL 4._ 4_ o 0 0 z N PLAN NAME w —J Q U NPC PLAN NUMBER z LAWSON PLAN ID 1---- " Ri 0000 LOA A I LA LEGACY PLAN NUMBER /NAME L) 17 C F \ ATQN/ S I A P /\ U NTI I ST LAS 0000 ' SHEET C1-1 .2 (c) Copyright Pulte Home Corporation — 2009 FLOOR PLAN NOTES 16'-0" G A. ALL INTERIOR PARTITIONS ARE ( f f ) I/2" O % ROUGH UNLESS NOTED OTHERWISE. ALL N �I N EXTERIOR WALLS ARE ( ) I/2 ROUGH. a� 2" I 15'-l l" I 2" T ,� N B. ALL ANGLED PARTITIONS ARE 45 DEGREES • ! l I I UNLESS OTHERWISE NOTED. CIS g'-12" 6'-g2" / / G. ALL CONCENTRATED LOADS SHALL BE • G I6'-0" TRANSFERRED TO FOUNDATION VIA BEAMS, > . .-, — we / a MEI POSTS AND/OR SOLID BLOCKING. I " I 1 I • r-4 � 2 151-11" 2 D. ALL EXTERIOR D I MENS I ONS ARE TO SHEATHING a�12 N ha1 UNLESS OTHERWISE NOTED. taN I cn 5'�4" IO'-�" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL (1) L) / / OPENINGS UNLESS OTHERWISE NOTED. C I it 3 -g2" 6'-g2" F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE p24 / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS { ;-' N - - r! � SHALL BE (2)2x4 MIN. t, � G . ALL TRUSSES TO BEAR ON EXTERIOR MALLS r.. 4 t O [Y Pli � I - AND/OR GIRDER TRUSSES UNLESS OTHERWISE •�•� Z O O e y O NOTED. CIS Q 3'-Ilib" - H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, O S4 H O ® N d / (� ® HANGERS SET SPACING FOR ALL TRUSSES. a Lf, O O co, < 0 i I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE in 0 p Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 \ \ \ 1 , . ---111--- \ \ \ N n . i . SQ. FT. WITHMIN. {� \ \ DIMENSION 411 " ; � � OF 2 I N HEIGHT AND 20 I N WIDTH, ,\ r SILL HEIGHT NOT GREATER THAN 44" ABOVE - II' 9 /� 5' TUB/ FLOOR, PER 2008 OREGON RESIDENTIAL v SHOE SPECIALTY CODE. ill i 0 � 0 k- �E�fi�OOM 2 J. PROVIDE FIRESTOPPING EVERY S'-I I/8" /j� 0AT�F-1 2 M.-H 8'-I 1/8" VERTICALLY IN WALLS > 8'-I I/8". - - II II �i m 1- 11-10" x10'-10" K. ALL HANDRAILS TO BE MIN 34 - MAX 38 ABV -' �• 104 5F = TREAD AND TERM NA _ = I TE IN A NEWEL POST OR I -II � I II I 11 1 II =g T.P. 2 {y _� 2 -4 3 O 4 IOZ SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" I ,,► O / / (1 DIA. E.-. H.S.XG. L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD 2468 INCLUDING RAILS AT OPEN SIDES OF STAIRS. I I � I MATGHL I NF A MATGH•-IL I NF A -,-.R. to M. ALL GUARDRAIL BALLUSTERS TO BE SPACED � g 4"� `� SUCH THAT A 4 SPHERE CANNOT PASS < '� `p � BETWEEN BALLUSTERS. C.7 II 11 4 32 II �2 \ 06 N. ALL HANDRAILS 1 GUARDRAILS TO MEET 2008 Q / / / } I 8 \ OREGON RESIDENTIAL SPECIALTY CODE. Q ky .0? LINEN '0 r----m II 12 VENTED O. MIN CLEAR HEAD HE AT STAIRS SHALL BE O C7Ts®® - -919 6 / I r--, 1 - S{�ELF -icv I lL;' q'-I I/8" 8 9t I � f H I ;; 6'-8", MEASURED VERTICALLY FROM SLOPED 11 � I✓'—I" x 21'—b° -� �� 1 ( p �1 Ii _ WASHER PLANE ADJOINING TREAD NOSING OR FROM G. I°f.4r-- Ii II HOOKUPS -icv N 303 5F - X =i N WIG �, = FLOOR SURFACE OF LANDING. -Icy V 1 err -1 1--4 i P. ALL ELECTRICAL AND M 1, I � EGHAN GAL EQUIPMENT I • I ARE SUBJECT UBJEGT TD RELOCATION DUE TO FIE ♦ = , LD = ♦ CO i 1 O Q a E--{ 1 � -' CONDITIONS; CONTRACTOR TO VERIFY. - c SOFFIT AT I' \\ _ _ O li _ O _ x6 1 8 I A.F.F. 9 p N II II 11AU L e O O1 S, fr 42" LOW WALL m _I - V 4 .ii it 24" T.B. T.P .9 KEY: < \ CO 1LI 91! I m csl 1r i� S co� II II _ � u I DENOTES WALLS WITH TOP PLATE GREATER THAN C tf:- I 1®1 410 � iv _ U ii i1 4 • 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS O i11 II II 2'=611 FROM FLOOR DECK TO N = II i II N ,� / m It u- O ;; Ili WALLOW v �} _ PLATE ► V E-� z T; r Fr IOW- �` O z H = O 1 0 i r Cf i 'l O Qc m111 J T �n p i PIANTR i ii I _ 11) co V = In 6 � r ) LINEN DENOTES DROPPED CEILING OR SOFFIT �,�1 t�T �0 -, T.R. PRODUCTION MANAGER `� — X �"'�° Gar Culp I A II II I i 6 i i 0 = 1 � 0 0 9L s - RELEASE DATE: 12/23/10 II 1 911 3 g I -O °1 4 I II � .d m p 1 1 a � 9� 9� II o _� 1 v O I—_1.Y / / / REV f DATE /DESCRIPTION• \ - -- ♦ 1 o co /. UNIT B&C REVISIONS - AI n " 1 n 1 I u 1 1 n l N 4-g 10 2 -S 2 =O 5-8 1 1 E 04/01/2011 .o O� ♦ o an � I _ — 54R ®1A11�1 ?'S SUIT = J cli A z ' 8'-118" —ICA Q 11 / c(1 U \ X = i— a �— " _9 N #�I TG1-1�N 11 YV.I.G. 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I P. ; '-- ,o 1 2468 A H w 1 \ : A 11-1 O ._ II 14 Id__E � o CD � 1 r A I I co � a © w I Q ® oY N Oii O Q M L J Q x I S'-I O" 11-112 1 N PROJECT TYPE / / / ° MF 2' I1 '6g ' o 4'-I COMMUNITY NAME 2" 151-11" GZ 2" Summer Creek 3'-10" 51-10" -.-- I I Townhomes 16'-0'' �- II 1 II I II 1 II 5'-°1 I =6 s8 1 -2 0 LAWSON COMMUNITY ID / / / / / III ._1011 . 0000 - w / / / § GARAGE HANDING jr 11 - 15'-I I" - - I II 1 Z Varies ' 16�_0�1 0 1 z0 SPECIFICATION LEVEL z °z N PLAN NAME w J Q N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 J 7c- C ® t 040 U NT C.- I H I , I ® O I /\N SHEET I C1-2.2 (c) Copyright Pulte Home Corporation - 2009 - - PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT C 2ND 3RD FLOOR REAR LOAD / F:\BSB REPUCATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLACK OUT\UNITS\UNIT TAN SHEETS UNIT C.DWG I NS 1 N • O - GHASE ,-1 N FOR VENT • T'°i cI� WM5G301 136 I�_S II • P� W3g15 W2436L N W3036 NI536R / LIGHT > .---, 1 a / \ \ (2) t 0 j 1- -1 N �HOOD� v / / MIRROR 7i o / a) �+ /- --- REF. / _ .0 �-, \ SPACE 0 - `V I \ _ r v Yj , /, \ / - -� - - \\ /� v/r �L -� / j 5�R 5r' \ 1 �'� 7'i 1`N vv // 1 vv vv -I v ,' /, //f - \ \ CD ° 0 I / N \/ \ // X P"."I ‘C--:)1 )'''ll /;( > /� ----> - <- - -- _3�� FILLER - - . , 7 \ . 1,/ \ \ 4 ---= , \ \ i \,1-- V , // , , BI2L 5636 DW 152IR B24L RANGE D15415 DB415 B30 1 - ,.... . , 11-0" 5'-O" 2'=02" I' 2'-O" 2'=O" 2'66" 1'=6" I'=6" 2'=6" i / / / i / / / / / f i i i rj4, A K I T N K I TCH N ISLAM LVATIN 0C 5AT 1 RECESSED ♦ LIGHT ; MALL g" ABOVE ♦ U) - - - - 0 Zo I I Co MIRROR ♦ OAS W W \ l w B / / L L J REPLACE C -1 _--�--, - W W/ FLUSH H VARIES tN / 1 HEARTH / / � 1 - EXH. VENT k U l F I REPLACE V5DB33630L PRODUCTION MANAGER MANTEL SECTION @ FFLC IF_AN V I EJAI Gary Culp AS 3 m0 RELEASE DATE: 12/23/10 SPECIFIED REV # DATE /DESCRIPTION 6RE AT ROOM 0 5ATH BBC REVISIONS � AT ROOM = T A o \ 04/01/2011 J OPTIONAL a w A \ U N c‹. A II-1 0 V 1 Z w A 1— 1 w a LIGHT w � n X O . S. W A Ill 0 \ 45"x 42" T i2 w SHOWER w MIRROR Co DOOR z N r t- Z PROJECT TYPE \ _� -- ° MF r -T I --I H s e 1 I ' 1 - d — / - O COMMUNITY NAME i \ / I m Summer Creek ® s 1 \ / 1 Townhomes V ♦ ♦ o LAWSON COMMUNITY ID 4 VSDBB 836 LINEN W 0000 a J w 4,_0„ N GARAGE HANDING i Varie Varies 0 N N IS 5ATH 0 VSNER IS SA 7"1-1 Z SPECIFICATION LEVEL z (,) PLAN NAME w J Q N NPC PLAN NUMBER L) N I N -r I NT-I--- I I \ `t I I oi z LA00 WSON PLAN ID LEGACY PLAN NUMBER /NAME 0000 SHEET C-30 (c) Copyright Pulte Home Corporation — 2009 - - - — ILECTPCAL o1 SYV' BOL < EY N N o :� • r� o N LIGHT FIXTURES , L\ tr, RECESSED GAN LIGHT • LJ RECESSED GAN - EYEBALL • r--1 t7 4.4) GE I L I NG SURFACE MOUNT LIGHT w 0 WALL SURFACE MOUNT L I GHT 8 �� LIGHT w/PULL CHAIN SWITCH (j) OPT. ry� WALL SCONCE ��+ �, A/G I ® _ r--.4 ( � , FLUORESCENT FIXTURE _ J (LENGTH FT/TUBE) OUTLETS O N o P--.4 » CFI-WP GFI-WP DUPLEX OUTLET L5 o I�I (IP .. � SPECIAL PURPOSE OUTLET t ir _ .. 1 (I.e. W.P. - G.F.I.) ii ^ t r 1 �—p _I III I[� I��lec Pane; J SWITGHED DUPLEX OUTLET 0 � '' �� / � L TYPE �A.E.1=. OFT -COPT. II 0 r� ��— RANGE/DRYER 22OV OUTLET° AL�D OUTLET AT �� _v OUTLET ` fI' OPT.E3n�1R0OM 20 1 il'jie ,.. OPT. \G�PT. / TV AND E3AT#�# ,2 APPLIANG INTERIOR UNITS ONLY `I / PHONE AOINER DIREGT WIRE GONNEGTION 1 f•J �-�\ �,- / � TELEPHONE OUTLET ` 1 ' 6) -+ GE � -� � I � � -�/i /r / \ �,� / I I GATV (TELEVISION) OUTLET i L _, i ✓ o / I ti- OFT. / i - III- T THERMOSTAT / 1 / 2 AR GR AT / / / _ _ UNDER-GOUNTER OR TANt,EM R001�1 / / I O / - �' CONGEALED OUTLETS _I\ -e- -0.4 1,A�E_ ir+-L / Fir I % /OPT — / OFT. ' -, SWITCHES .� 1 / / , f- SINGLE POLE SWITGH 1 / 7 / --,77-771-; 1 6 I di. I �� , r' Ei:— / I l iii i+_ \ S3 THREE-WAY SWITCH �s I / 4 3i JP — / , F — � 1 S4 FOUR-WAY SWITCH 1 I /4 ' [ / J�1_I .G. l ` ® USER DEFINED SWITCH ,� �0 pe\d)r � NING / U JJ 5D SPED r vs,/ 7 \p \ t �\ _, MISS FIXTURES 111 l e'] re EXHAUST FAN U . �1 =p DN TO III 9 1111 ;I _ / ¢ L I G I°IT '' U �J EXHAUST FAN/LIGHT U I 1- ®1�1N r:1 ab �� AT#�I E--� II W 1 1 1 r- LI HT II r1 W I \ LJ EXHAUST FAN/L1GHT/HEAT '4 w ■ ® CPI `1 ® SMOKE DETECTOR , ( _ 5D `' r. C)P O PRODUCTION MANAGER �� •� ELEGTRIG WALL HEATER - �— 5 ! , -�� — Gary Culp A i 11' ELEGTRIGAL PANEL UP TO - UD ii of I w f:� P RELEASE DATE: 12/23/10 REWIRE I � 1 - LIGHT =OR I GE LIGHT �l Id � � I REV# DATE /DESCRIPTION II', � J \ EMERGENCY LIGHTING OPENER �`' UNIT B&C REVISIONS I — SUTTON I { 1 I I 1 O u \ I 104/01/2011 L �j � GFI — • \ (-Ex- EXIT SIGN o J �- \\ BASEBOARD ELEGTRIGAL w— — 4 ^^ f I ELEGTRIG _ / I_ '� HEATER a - V�IALL MOUNT I K.I TG�i�N ��I I1 0 ''_' �L ®1A1N Eo R L DOORBELL CHIMES � A O r,, .o .:h. �U I TE: ..nn 1=®tYE� HEATER � S o► � _ � ••, di�� II J - ---- V'_6 1 `� 0 DI SPOSAL Z El A W . 5D 111' r1 ED 'I f GF jI ••N\\\w mill 1 .I O OPT GE I L I NG FAN/L I GHT A i ° L--�J 111 `I� w ri \I-I 00 w / I ,� � I I III I[� � /� V / o _5 L _1 I III I FLOOD LIGHT 7 x 1 ea _ ?- I i A D-d5 I I ELEGTRIGAL PLAN NOTES W I I A. ELEGTRIGA GONTRAGTOR = u L T GTOR TO PROVIDE A II I REQUIRED DI REGT HOOK-UPS/GUTOFFS. AD L J M B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N LOCATIONS. PROJECT TYPE z G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT, VIF (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PI T5, DRAIN TILE SUMP AND ° COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO N PA Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ Townhomes eS BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID I NTERGONNEGTED TO ALL OTHERS, MAX 10'-0" w 0000 FROM ALL DOORS.BEDROOM R O . MIN I SMOKE a J DETECTOR PER FLOOR. MIN I SMOKE DETEGTOg GARAGE HANDING PER SLEEPING ROOM. N E. PROVIDE AND INSTALL LOGALLY GERTIFIED I Varies SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL ° 0 GOVERNING GORES. P F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME NTERUPTERS (GP I) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE 0a REQUIREMENTS OF ALL GOVERNING GORES. NPC PLAN NUMBER 1 1 ST F I - ® ® S l C. ® I ® ,Oi TH I 1 I 0. 0' � z N PLAN I (� D 0000 LEGACY PLAN NUMBER /NAME 0000 IEC, T1 I ® ® R r="--' 1 AN SHEET C1-42 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / UNIT C - REAR LOAD - ELECTRICAL / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT C.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITION S AR E ( ) 3 1/2" O i- 161-0" 16'-0" / ROUGH UNLESS NOTED OTHERWISE. ALL N / N EXTERIOR WALLS ARE ( � ) 5 I/2 ROUGH. a� 2 15-112 • N B. ALL ANGLED PARTITIONS ARE 45 DEGREES / UNLESS OTHERWISE NOTED. Cr) CI, ,,,,k _5,-32, Gil-3" I 52 q 102 6 02 • G. ALL CONCENTRATED LOADS SHALL BE • v—ii 7:i / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, > POSTS AND/OR SOLID BLOCKING. • D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING h�i 12 UNLESS OTHERWISE NOTED. a.) 0 v� E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. O F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE PO (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS t-+ x6 POST � SHALL BE (2)2x4 MIN. �-1 i o � � G. ALL TRUSSES TO BEAR ON EXTERIOR MALLS LLS AND/OR I D/OR G RDER TRUSSES UNLESS OTHERWISE NOTED. cc ' H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ® O o ' -' HANGERS a SET SPACING FOR ALL TRUSSES. I. WINDOW SUPPLIER TO VERIFY AT LE AST ONE P"`"El r-+ P...i qO O O WINDOW IN ALL BEDROOMS TO HAVE A CLEAR HDR. @ 1 -O EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. ♦ ♦ DIMENSION OF 24" IN HEIGHT AN IN WI TH• � ♦ � � ♦ ♦ O D 20" D , SILL HEIGHT NOT GREATER THAN 44" ABOVE 0 - FLOOR, PER 2008 OREGON RESIDENTIAL ' SPECIALTY CODE. i II ) o J. PROVIDE FIRESTOPPIN6 EVERY 8'-I I/8" /4• 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. in' P L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD on in - L t INCLUDING RAILS AT OPEN SIDES OF STAIRS. in to M. ALL GUARDRAIL BALLUSTERS TO BE SPACED < .2 GAR SUCH THAT A 4" SPHERE CANNOT PASS P-4 TN1, 1%.•T SAG BETWEEN BALLUSTERS. .. 8'-I I/8" N. ALL HANDRAILS 1 GUARDRAILS TO MEET 2008 0 1V-2" x 38-O OREGON RESIDENTIAL SPECIALTY CODE. 0 -0 414 SF 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE T-4 dii �-=4 I 82 q =I 12 I I 4-52 I °52 q 3112 6 -8 , MEASURED VERTICALLY FROM SLOPED f / / -/ �• / PLANE ADJOINING TREAD NOSING, OR FROM CI) FLOOR SURFACE OF LANDING. • O O P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w a/ N 'V -♦ i ♦ —♦ ARE SUBJECT TO RELOCATION DUE TO FIELD = CONDITIONS; CONTRACTOR TO VERIFY. STORAGE -ICI I O O UNDER I STAIRS m � _ -(13 PROVIbE GYPSUM = KAY: C.7 O O DENOTES WALLS WITH TOP PLATE GREATER THAN ♦ BOARD UNDER STAIR I g,_ � - - AS REOUIRED BY � _ I I/8 ABOVE FLOOR STUDS TO BE CONTINUOUS m = PLATE f� m FROM FLOOR DECK TO o THE 2ooa OREGON o I 8 -I RESIDENTIAL CODE (A i--.1 d- CIS -Ic - -icv I i / I I DENOTES DROPPED CEILING OR SOFFIT in PRODUCTION MANAGER �\ Gary Cul P RELEASE DATE: 12/23/10 Q REV # DATE /DESCRIPTION I _1 El UNIT BE REVISIONS m m cv cv — 1- Y 04/01/2011 0 J I� A J t EL v cn _ ®Y (y w 0 m 2868 m Ix H R. @ 6'°% w 0 11.• ♦ N / \ w ii A 51_1" 52" -ICA -IC1 V I N --N \ \ \ rir— \--1' 16. \ 'II A I _1 - m in " IL `9_ - - -- -_j (1 N - PROJECT TYPE ♦ • _ ♦ ♦ . b \- -\ _ -� ° °. -n\ ♦ ° MF 63\ olY o ® c() (:1) a El n) • 62 N COMMUNITY NAME ___ a ___ Summer Creek J Townhomes 0 I- I LAWSON COMMUNITY ID 2'=42" 2'-5" 4'-11" 5'-6" a 0000 2" 5'm62" 10_5 / / // / / LI ce J I I I„ GARAGE HANDING - - / f 52 4-`12 52 10=5 i// // / Varies I6-0 a _ / 2" I 15 '-112" o Jt- ,( / z o SPECIFICATION LEVEL 16 -0 0 / f z 4_ N PLAN NAME w a c.) NPC PLAN NUMBER 0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME A I ® /\ EAt I ® A 0000 JNIT - ® ,., NATN/ 5 AS IsT o F' ,72\ SHEET 1 B44.2 (c) Copyright Pulte Home Corporation - 2009 FLOOR PLAN NOTES 1 16'm0" A. ALL INTERIOR PARTITIONS ARE ( 1 1 ) 3 I/2" p8 1 ROUGH UNLESS NOTED OTHERWISE. ALL CA / I / EXTERIOR WALLS ARE ( �" j' ) 5 1/2" ROUGH. ` '' ® .,_., N 2" I✓'-112" B. ALL ANGLED PARTITIONS ARE 45 DEGREES • P1 0 UNLESS OTHERWISE NOTED. CIS G. ALL CONCENTRATED LOADS SHALL BE • -6 v) I �, 16'60" TRANSFERRED TO FOUNDATION VIA BEAMS, l I=82" 6 I-3" - POSTS AND/OR SOLID BLOCKING. / / / 1 I • f"" _ N I D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a� �1 ® 2 13-I12 Mill UNLESS OTHERWISE NOTED. cn 0 !, =,'6S" 10'=62" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. Firi 00 N .41-5-- IIIIII F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE 4 (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS �-+ SHALL BE (2)2x4 MIN. 1 N Nv cz L firq G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS OmGi p I AND/OR GIRDER TRUSSES UNLESS OTHERWISE ••' III - z O I - NOTED. c , '� P"1 CJ� �, Q ® S'=Ili6" _i H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, p .p • 17-O HANGERS SET SPAG I NG FOR ALL TRUSSES. ® N 0 / / Q I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 0 n ' 4L WINDOW IN ALL BEDROOMS TO HAVE A CLEAR 0 Q O I`p EGRESS OPENING OF 5.7 SO. FT. WITH MIN. ♦ ♦ ♦ `j - ♦ ♦ ♦ ( I • • • II II III ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; I SILL HEIGHT NOT GREATER THAN 44" ABOVE r�� L J 3' TUB/ FLOOR, PER 2008 OREGON RESIDENTIAL �,01 O P` u I � I SHOWER SPECIALTY GODS. 4 �¢c6,0 L J. PROVIDE FIRESTOPPING EVERY S'-I I/8" r4''II 0 BATH VERTICALLY IN WALLS > 8'-I I/8". fiP ` in 1- K. ALL HANDRAILS TO BE MIN 54" - MAX " A V I tip 38 B b-- Q 1- a L, O®M 2 = TREAD AND TERMINATE IN A NEWEL POST OR T.P. N 1 SAFETY TERMINALS, 111TH DI OF I 1/4" TO 2" I � �AT ��®� 8-I I/8 DIA. q I I/8 � a -q x 10-3"° �� L. ALL GUARDRAILS TO BE MIN S6" ABV TREAD 15-O x 15-6 I 100 SF� � }233 SF r INCLUDING RAILS AT OPEN SIDES OF STAIRS. _iN MATHLINE 'A' - .R. � co M. ALL GUARDRAIL BALLUSTERS TO BE SPACED 7 - SUCH THAT A 4" SPHERE CANNOT PASS 1 is BETWEEN BALLUSTERS. 4068 B I PASS -410 N. ALL HANDRAILS I GUARDRAILS TO MEET 2008 I I - OREGON RESIDENTIAL SPECIALTY CODE. 0 �S N w I 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 0 Y _ L.oP-r S R cv 6'-8" MEASURED VERTICALLY FROM SLOPED I� w - PLANE ADJOINING TREAD N051 NG, OR FROM FLOOR SURFACE OF LANDING - 2868 r -in . - WASHER I -ri III / / H.S. q ill HOOKUPS P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT � I = _ I �I 11 B 3.0 1 IN ARE SUBJECT TO RELOCATION DUE TO FIELD E-4 -4111 7 I -2-'-i uI OPT. STACKED `9 CONDITIONS; CONTRACTOR TO VERIFY. -IA 41-1 1� 1 I w. 2. ' WASHER/T�RYER .A rir:- i' 0 ' M 16 1- 0 1 V •1-AUNr?"ZY I OPEN BELOW K Y: ,� 1 1�/W .—J _ tn 1 42" LOIN A u ._ O ♦ •Q ,�. O I It! DENOTES WALLS WITH TOP PLATE GREATER THAN P _. tr 4 SINK = I ul WAL1- 12 VENTED f� �j III ,�� I� O ® is W l - SHELF 0 TO BE GONTiN0005 p - 4 _, O I m I FROM FLOOR ECK TO PLATE G/ 30 I WALL ' - �� 11 w ,, = U jI= 1 6 d- IY a ul z I,OWER '� to fG I TG��i�l —LL d 11 11 2068 W I� u - CJ� Mr. Q 0 O I Q �I O 111 �; _ - O _24" B. -uv U I I m m z I r ii '�-- 2468 �'� i DENOTES DROPPED CEILING OR SOFFIT I J �p C }�S H/B-3.0 PRODUCTION MANAGER �\ z Q l Q O j - m I r 0 ME.'S BATH Gary Culp RELEASE DA TE: 1 2/23/1 0 1 T q)iFi i ! VIA 'ri li A �ni ryo 04/01/2011 IL S1 O �I —icv♦ I a ' (N Oi I I. J A 0_ , I._♦ : N • BOOM 2468 a ,.nn O GAB II VS w a I ♦ i- v) d� _ I 1 = w 9 iY -1 I 1 81-I I/8 m )-. L N K � � l �� -6- f' 111-4" x 12._4 — W l� m a'..I I/8'. ; Jul.I.G• 13"1 SF (T") A lid 0 x 10-4 x 10-0 II Q.1 101 SF 1='JNO1�. I 1 A T.P. 5,$R • ♦ ♦ ♦ i I u, A 1 9. I �F N ff cv ` l \ ♦ Ii a==_I (x ♦ N PROJECT TYPE ♦ _ ♦ L_____ JJ _ ♦ ♦ 10 MF or ° I i I J -I cn Q © o • COMMUNITY NAME Summer Creek O © 52 O © B 1 E'2 O - 0 --- 0 ® � O Q en a m a_ z 41, 51 Townhomes „ o LAWSON COMMUNITY ID S-0�� 51-0,, S=OI 51-10" ' 12' W 0000 / 4 / / II, w 4'°112" I I'°O" 4'=112" 11' 0" N GARAGE HANDING / / / Varies 2 15-112 2' 15-I I o / z SPECIFICATION LEVEL 0 I 16'-0" I S'=O� o / — I Z J.r._ u, PLAN NAME w J Q U 0 NPC PLAN NUMBER z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 T a S c- ® 0 ® R J L) \Jj TH I ti I SHEET B4-2•2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT B - 2ND - 3RD FLOOR - IE - NO WINDOWS - REAR LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG O1 G RASE O ��, N �� ^V FOR VENT sT— . I WMSG30';136 W2436L W2436R W2136L W2436R W3118 W1236L N LIGHT > / / I N I / N / ——/- ®/ / (:::::) c.r) 0 - — ——/— \ HOOD - -/- \. M I OR r-Ci 8 rwro (t :1-i ....i REP. 1/ PO ♦ SaGE „'_ — — `� -o rEimmi :1-1♦ I ; \ ( \ Ii —1 \N,, _ , I ttII ::;x :: 11 \ \ _ \ / � o O c(3 vt \ 1 . . 1 \ / 1 ■ \ \ / 0' \\ Pmaii "2 Piiiii A \\ * -,.. , .... / \ 1 I / v ,� V / v I y\ \ . . I B24L DB410 RANGE B24R B12L DIN SB36 I '- II I 11 1- II II 2'-02' 51-0" /l11 -. 1 / 21-0" / I I_611 / 2 ( / .21-o" / -O / O /1 -O / / / / / r 4v.... . , Orlle CA) K I TCHEN K I arCi—IEN 0 K 5 I T H VI FOr 1r) 5AT 1 RECESSED 1 Y\IAL�l- CJ� I - - -Allikr...mm‘ � o \ ( I _.) 6AS FPLC 1 - r ♦- 562" 1:7.v. w W 0 0 56" D.v. r `1 R.O. FRAMIN6/ '—' /\1/ FLUSH H HEARTH VARIES / ll - K,I PRODUCTION MANAGER MANTEL SECT ON @ FFLCs FLAN V EVE Gary Culp AS RELEASE DATE: 12/23/10 S E I I I E� I REV # DATE /DESCRIPTION UNIT BBC REVISIONS II AT ROOM O 04/01/2011 o a. OPTIONAL w A 1 Q U cn N A I 0 vs N Z 0 w w w A X ° LIGHT cr) Ot 1 • w LIGHT ♦ IL ♦ _ / ,� 0- x \\\ SHELF 67O x 42 i) w 56"x 42" MIRROR in SHOWER = - _MIRROR / DOOR \ ‘, x N 0 \ i _ d-♦ N PROJECT TYPE I ♦ $ r-_-_-_1:1-4-_-_i 11 J I- _ r-T-1 r-7-1 / NI .-J 0 Ty _, COMMUNITY NAME _ _ �, EELOV�I Summer Creek " 1 _/___I -/ J Townhomes 4. W r*._ I L_ L _ J o LAWSON COMMUNITY ID VSD153363OR VSDBS6036 836 0000 w ♦�e� GARAGE HANDING / 31-011 / 51-011 / 31-0" / v Vanes Z SPECIFICATION LEVEL tS 1 EE) AT4 e OAN 'S SATH OIAIIDERI S A 0., V I T o Z N PLAN NAME J Q U N NPC PLAN NUMBER 1 T I I 1 I ® I I \/A I I ® I �S ? LAWSON PLAN ID JNI � NT 0 000 LEGACY PLAN NUMBER /NAME 0000 SHEET 1 B-3.O (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 ELECTCAL 0 SYVBOL KEY N N N IGHT FIXT uR�S � � , l� • v1 l LJ RECESSED GAN LIGHT > ;..i., LA RECESSED GAN - EYEBALL • GE I L I NG SURFACE MOUNT LIGHT 1 FO WALL SURFACE MOUNT LIGHT 8 N LIGHT w/PULL CHAIN SWITCH 7:14.,;"' 1.2 . ( 7 WALL SCONCE ;� - _ M FLUORESCENT FIXTURE _I- l ' (LENGTH FT/TUBE) e3ib-Th 7 OUTLETS ® N O A/G I I GF1-AP DUPLEX OUTLET ,--4 i N Fi-wP — - — SPECIAL PURPOSE OUTLET ______; p — - :: _.),,,,I HI (i.e. W.P. - G.F.I.) 0 5 / SWITCHED DUPLEX OUTLET ii ^ 11 ._ / rill L / TYPE -- '" Quo RANGE/DRYER 220V OUTLET ,, iff t o ,_ OPT. L. OUTLET BATH 2 -, APPLIANC - +� - - - -f-ii TV AND E3=,R001,4 2 POWER DIRECT WIRE CONNECTION ��;- -f-ii PT. / I\/ PHONE 0 -EOPT. r / u -- � A TELEPHONE OUTLET I - ,- _ CFI / I ITV'■ / GAN (TELEVISION) OUTLET / I 9 I L J ♦ ♦ - T (� / 111 1 -0 THERMOSTAT , c\ / / - _ __ UNDER COUNTER OR C' <,,' I `�> / • -' CONGEALED OUTLETS CAF OPT. I / O �• t \ RE AT I OPT. 5D 11' SL = SWITCHES v ROOM I / - -- -4 111 � / SINGLE POLE SNITCH I 1 / 1 L±J / +� MI HE3 OPT./ / OPT. = 53 THREE-WAY SWITCH -Qs 2 G ;Z V L<OT r J-- ------�n T N� M / $ \ 1 a O AO i / i 1 11 1-Vv cJq FOUR-WAY SWITCH i O 1 lli i i��P ri 5 USER DEFINED SWITCH 1 us �� i� \ _ --"' SPEC I ' �� r �- , - O'er ,; X � \ U� �' i___ _ MI SG FIXTURES Vi, 6 _ _i __ I� "< < Irk V 5D _ � , � 1 � � -J -( i T" EXHAUST FAN la ,iii LJ L r \ `� ii lu zr1 EXHAUST FANLIGHT dm DN T® �l V I HT z °'d - _ W %�, LIGHT ii `'J I�F� 1 J EXHAUST FAIGHT/HEAT FF-�1 1 Ja.J \ 1 1 I ® SMOKE DETECTOR----7 O I ,_ ® O5D u�u� J U i 1 22"" s ®� ELECTRIC WALL HEATER PRODUCTION MANAGER �� a� Gary Culp UF' TO - - .� I /�� I � - �� - , � �� ELEGTRIGAL PANEL DATE: 12/23/10 REWIRE UP TO 1 L I G I°fT iG I`f"G�t I CI no V) REV;# DATE /DESCRIPTION =oR LIGHT I EMERGENCY LIGHTING OPENER '1 O UNIT BE REVISIONS I SUTTON I 1 I p, NM I , ( i EXIT SIGN \ 04/01/2011 1 J ) (-Ex-) o a—4J , - li / I BASEBOARD ELEGTRIGAL J A �� 655 5 / - \ HEATER - I-° DOORBELL J ELECTRIC \ BROOM � \ RBELL GRIMES A O I ..nn WALL MOUNT ti) GAB \ �- hl. .G. A S I HEATER 'i 0 \ �1 \ O DISPOSAL w 1 / to ■ I SD\ 5'-O \ 1 ix \ % D o- T� \ 1 ® OPT CEILING L I NG FAN/L I GHT o , - ... / o�ce OO w OWNERS p =� LJ 1 SU I T� A / Y +B I N 11�1G 1 FLOOD LIGHT 7 O AT END � x 5- UNIT •11 p L 1 A io GOND I T I ON >� ' ELEGTRIGAL PLAN NOTES I w \ fl-'(�i � A. ELEGTRIGAL CONTRACTOR TO PROVIDE N A AT I REQUIRED DIRECT HO OK UP5/CUTOFFS. u6 1 M INTERIOR I iii I x ± II ir in UNIT IJ C B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N PROJECT TYPE L CONDITION I e • LOCATIONS. Z 0 MF G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT1, (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND °, COMMUNITY NAME WATER HEATERS) ARE SUBJECT TO " Summer Creek RELOCATION DUE TO F IELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE 110 V w/ D To w o nhomes BATTERY BACKUP WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL OTHERS, MAX 10'-0" w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. 0 GARAGE HANDING c� II' E. PROVIDE AND INSTALL LOCALLY CERTIFIED z Varies SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND zz SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL 0 GOVERNING GODES. P 0 F. PROVIDE AND INSTALL GROUND FAULT GIRGUITz PLAN NAME INTERUPTERS (GF I) AS REQ BY THE NATIONAL ELECTRICAL CODE AND MEETING THE o< N NPC PLAN NUMBER 1 1 ST Fl ( ,0 5 REQUIREMENTS OF ALL GOVERNING GODES. THIR. I . ® 0 0 I C- 0 \k.. I I ® ? LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 .._" l EC, TRIC. A1 I I 0 ® I AN SHEET 1 B4-4.2 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - REAR LOAD - ELECTRICAL IE - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG O 1 N O �, N • 1--4 -o N 8" 8" (2) LAYERS 5/8" \ \ TYPE "x" EXTERIOR I" A 1 R PAGE (2) LAYERS 5/8 I" AIR SPACE GYPSUM BOARD ON I" AIR PAGE > -, TYPE "X" EXTERIOR (2) LAYERS 5/8 SPACED 2X4 STUDS (2) LAYERS 5/8" • *•"1 cu 17 GYPSUM AR ON 16 O.G. 0 G SU BOARD O TYPE X GYPSUM ►� TYPE X GYPSUM CORROSION SPACED 2X4 STUDS BOARD ON SPACED CORROSION BOARD ON SPACED �n RESISTANT cu I 16 O.G. 2X4 STUDS 16 O.G. I S 1/2 SOUND I �� 2X4 RES I STANT M TA 2 STUDS 16 O.G. METAL 1 � 1 1 � 1 E �- 1 . ► I AIR SPACE ►� ►� FLASHING ATTEN. 1 111 O FLASHING 1. PI AIR SAE —� BLANKET . �1 FIRE SAF I NG � ► FIRE SAF I NG 1 —■ AIR SPACE V� 1,.. 1 1 a, cifcl :1., PORCH STAPLED I N PLACE @ STAPLED I N PLACE O ► :� I ► -_�� ► � FIRE SAFING SLAB : IL:'' I 10 =0 O.G. E/W TYP 4" RE I NF. GONG. • FA FA 10 °O O.G. E/W TYP UNIT FLR. .. � STAPLED I N PLACE ►' 4 : ' P.T. 2X4 SILL ELATE SLAB .�� P.T. 2X4 SILL ELATE P.T. 2X4 SILL ' r--I 0n ON SILL SEALER W/ D 'n ON SILL SEALER W/ _ _ _ _ PLATE ON SILL "�"� w 1/2" A. BOLT g 48" ° 1 H I w 1/2" A. BOLT © 48" _ 4 1 I r I z �' cJ) .I I IY �� I • I �! fr. •1 1 D Q z SEALER W/ 1/2 A. o 1 O.G. ♦, 1 4 O.G. ,� , BOLT 48 O.G. O 11 1 ' ♦� 11 I } ♦� HJH w n I-- 1 1 \ 4 I \ — — ►♦� I Y 0 r-+ !'=� 1 4 I 7 ►:4 I ° 1 L — _ ►♦, 1 11 1 1 6 MIL ►� I - PORCH SLAB 6 MIL V.B. ♦i 1 \ ' I I— _D I J VAPOR M I —1 , t7 UNDER 2" ♦� I L ��TT- V I I I BARRIER 1 V I I I SAND 4 RE I NF. SLAB ON I — GRADE UNDER 2 �' — — — — SAND ►� I D it ►� p ' I L L .♦' p I I I I i � ♦� 11 L6 M � ' � N 1 pp I L Y.B. CENTERLINE OF CENTERLINE OF ♦� D ' ' 4 1 4 ° PARTY WALL, ALSO ►� D r�✓ CENTERLINE O4" 4" PARTY WALL ALSO , "� " ►♦� 4" 4" PARTY WA / / / / PROPERTY L 1 NE ►4. / / PROPERTY LINE ►i LL, ALSO , , D / / PROPERTY L 1 NE / / ,�` 1 1 / . . h / 1 ♦■ II i7 D I� pl , r2, , G — —44117 i SEE STRUCTURAL c — SEE STRUCTURAL J SEE STRUCTURAL FOUNDATION PLAN FOUNDATION PLAN > FOUNDATION PLAN FOOTING SIZE AND FOOTING SIZE AND — FOOTING SIZE AND I Cf� REINFORCING — REINFORCING REINFORCING 1--7 VIII I VIII E-4 0 W PARTY MALL FOOTING C3 PARTY V4ALL FOOTING PARTY JAJALL .1 AT PORCH TO PORCH SCALE: I-I/2"=I'-O" AT HOUSE TO PORCH SCALE: 1-1/2"=V-0" AT UNIT TO GARAGE SCALE: I-I/2"=I'-O" E--4 U w E-4 V PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV i DATE /DESCRIPTION UNIT B&C REVISIONS — 0 � 04/01/2011 0 a J w J Q U 8 \ .A ILI 0 u N N �� Z � AIR PAGE w 8 \\ (2) LAYERS 5/8 w I° TYPE X a GYPSUM w " AIR PACE BOARD ON SPACED A X O (2) LAYERS 5/8 „ w 0 TYPE "X" GYPSUM 110111r 2X4 STUDS 16 O.G. w BOARD ON SPADED n O S I/2" SOUND I 2X4 STUDS I6" O.G. ' S I/2" SOUND X III ATTEN. `� I O. FIRE SAF I NG ► 1 ATTENUATION 1 1 AIR SPADE 7 A STAPLED I N BLANKET 1 ' FIRE SAF I NG PLA E I " BLANKE T I G © O O► w 1 w P.T. 2X4 P AT N L ES O GARAGE i STAPLED IN PLACE © O.G. E/W TYP N 0 FLR. _-- IO 60 O. . E W TYP sink SILL SEAL W/I/2 A.Vii: -� a! T 4 " M BOL • S 8 O.G. EA. x IMME P.T. 2X4 51 LL PLATE -' r PLATE N kn` ON SILL SEALER W/ v v o PROJECT TYPE R-21 BATT I I "� I/2" A. BOLT ® 48" 1, I I n ► � MF INSULATION 1 •' 1 1 O.G. �� 1I , P o 1 1 > 0♦, 11 ' I M________ °" COMMUNITY NAME 2x6 P.T. SILL _ _ _ — �_ � : ° ,♦ N Summer Creek GORRO I N RES I STANT L I ►� I ► 4 RE I NF. PLATE N I ► S O ♦. 1 ,♦� GONG. L O S LL 4 RE I NF. SLAB ON SEAL ►� [\\ M I J — GRADE . . 1 1 , . SLAB 5) Townhomes I — — — ♦ L J ♦' o LAWSON COMMUNITY ID 6 MIL VAPOR ►1 I I - - t I ►♦I 6 MIL L VAPOR 2 4 CONT. TOP OE ►� BARRIER UNDER 2 p 1 , • BARRIER UNDER 2 0000 , D ♦�BARB1ER ∎ D �♦� ° .� SEE STRUCTURAL FOR D ♦� , ■ GARAGE HANDING III i� REINFORCED FOOTING � I ►� c� ►•� I 1 - � �♦� ,� ,♦, Z Varies -�� 1 1 TIE-DOWNS SPECIAL 4„P 4„ CENTERLINE OF ♦� 4� 4 ♦, I/2” A. BOLT ►�4 if-!J( NAILING OTHER NOTES / / I D/ PARTY WALL, ALSO . 4 ° �♦. a 48 O.G. FIN. GRADE 8 k7 � 8"� ►� 0§ o SPECIFICATION LEVEL PROPERTY LINE z / / R-I5 RIGID I SUL. S I '♦MONO-fi-'OUR OF EN . ►�•1 ALLOWED OPTION I 1 I ♦ W PLAN NAME / j ov CLOSED STORM DRAIN p I D / ►�� p 1,6 •I b NPC PLAN NUMBER `•' o • F TER FABRIC OVER — — — SEE STRUCTURAL C — — — t o 'j•° ERFORATED FOUNDATION PLAN ? LAWSON PLAN ID v o .c o p (� L— — v VOOO RAINAGE TILE IN L — � •• / RANULATE17• I FOOTING SIZE AND 0 SEE STRUCTURAL — _ RE 1 NFORC I NG LEGACY PLAN NUMBER /NAME p 0 OA_BAGiGF LL - I - FOUNDATION PLAN 0000 H - FOR FOOTING SIZE III, AND REINFORCING MALL ASSEMBLY PARTY WALL F MALL FOOTING SHEET 6 PARALLEL TO PROPERTY LINE SCALE: I"- -O AT GARAGE TO GARAGE SCALE: I-1/2"=1'-0" AT UNIT TO UNIT SCALE: I-I/2 -I-O • (c) Copyright Pulte Home Corporation - 2009 ° 1 0 NN ® N . ,� w 0 riCi ° 0 (t ca, 4lo II /( 1_0" MIN MIN c ) ' 8" S ® N 0 =O I' -_ _._„_:;_.,_;,_ 1” AIR SPADE / / FIRE RET. FLYW'D (2) LAYE 5/0" P.....1 SHT G WAN 4 =O OF al TYPE "X" GYPSUM ,c2:, I I PARTY WALL BOARD ON SPACED \ I ROOF I NO ON SO B.P. . I ► 2X4 STUDS 16" O.G. STEP FLASHING ON PLYWOOD �! I ■ i ^ 2X6 SHEATHING ► I►I / 1 4x6 ► omeill - II (4) 2 12" FIRE SAFING 2X FURRING @ 24 O = DECK SCREWS STAPLED IN Iii! \SJ (2) I -.- DECRWS NON=BEAI NG G ABLE �2x5° END TRUSS JOISTS = ! I RE SHEATHING ON 2X4 SAF I NG 1 11 II (2) ROW .� STUDS 16 O.G. . STAPLE IN (2) 2 1/2" - I (2) LAYERS 5/8 ELK G PLACE CONTINUOUS I I DECK SCREWS TYPE X GYPSUM @ PERP. GOND. ■ FIRE I DECK BOARD ► BLOCK I NG I MATERIAL y wil- .! 2x4 I PER BUILDER , I I" AIR SPACE . BLOGKING ( TREATED 2x8 _ Al � } I cry ►. DECK JOIST ,, <, RIPE'E BRACKET PARTY TRUSS AT ■► I ► 1/2" So uND w S ■► ■ BLANKET / /' i)( SCALE: _ 2 1= I 5 GA E: 1-I 211=11_01 ! I )( E--4 \___ 4:: . 0 ,›< . (2) RIM JOISTS � C.) ' (I) ROW SDK'G w @ PARALLEL GOND. I I=RAN I NG PER gie FULL LENGTH 2x4 BLOCKING 1211 / ENGINEER R ► IOI=OII O.G. MAX I U EIRE RET. PLYW D !`� NAILER BLOCK / / SHT G WAN 4 -O OF !,l @ PARALLEL GOND. I < MIN MIN PARTY WALL ► 1 DEMENT E I BER ROOFING ON DSO B.P. • ih 1 LAP SIDING ON ► I PRODUCTION MANAGER Is I - .._ A 1 R-F I T. -=-,- -- ON PLYWOOD I L Gary Culp SHEATHING ► I ► 1 BARRIER Y p . ► I RELEASE DATE: 12/23/10 EIRE SAFING Rill 2X FURRING @ 24 ! I S I/2" SOUND - AIR SPACE STAPLED I N Ih ! O.G. • •. I I I REV# DATE /DESCRIPTION 1 BLANKET 1I PLACE ► ► I A I SPADE A UNIT B&C REVISIONS B � N O N FARING GABLE 04/01/2011 TR END TRUSS o w n 1 (2) LAYERS /8" a L STEPPED PARTY WALL PARTY V4ALL @ DECK o 1 I O BOARD II 2-HOUR WALL SCALE: I-1/2 =1 I II II I-0 2-HOUR WALL SCALE: I-1/2 H -0 II 8 z 1I A - --_ I- LL' CC 1 (2) LAYERS s/8" I" AIR SPACE (2) LAYERS x/8 I" AIR PAGE A 0 TYPE "X" GYPSUM 11 1 I 811 II II �► S aiiii 1 BOARD TYPE X GYPSUM (2) LAYERS S/8" _ I 11 BOARD ON I I TYPE "X" EXTERIOR ^ A O V .AIR PAGE GYPSUM SHEATHING SPACED 2X4 , G SU X 1I II TRUSS AT PARTY FALL STUDS 16 O.G. CORROSION I I 1 ON 2x4 STUDS, 16 1 -. .. II I II RESISTANT !kI1 O.G. N 6 _ I - SCALE: 1 1 2 0 I FAO 2-HOUR WALL L / • S 1/2" SOUND METAL _ W ► ' ► ATT. BLANKET FLASHING I I AIR SPADE IJJ ► • .I P.T. 2X4 SILL PLATE cv mipe)'' (2) LAYERS �/8 1I .• I .• PL T 4 G I _ , `� PROJECT TYPE II II PLYWOOD I 0 ON SILL SEALER W/ z I fiYPE "X" GYPSUM ► ::: ► SHEATHING 1 �' I/211 A. DOLT @ 4811 o mr 5/S11 TYPE 11x11 R-21 BATT INSUL. 1 BOARD r �= I I I 4 O.C. GYP BD. R=21 BATT INSUL. i1 4' I } °' COMMUNITY NAME iimpl R=4q ■ BATT 1 I I 111 N Summer Creek > 1 I I I I —� INSULATION ,. I I R=41 BATT FIRE , o I4 I FL R TRUSSES L Townhomes . I INSULATION I FIRE SAF I NG SAF I NG PER PLAN o LAYVSON COMMUNITY ID STAPLED IN PLACE STAPLE IN ,� I 1 1 t►� I PLACE GRADE Q 0000 •-ci.1 I NAIER BLOCK , / (2) ROW BLK'G il IJJ • @PARALLEL I GENTERL I NE OF GARAGE HANDING I PARTY WALL ALSO z FIRE SAi=I NG : �. AJ GOND. I1 ° Varies 2X RIM JOIST 4 4 PROELINE Q 1 0 h ii. L o ce PLACE �`��• . ��• g„ N z SPECIFICATION LEVEL II,., �% 6. - . �/8" TYPE IIX II / / / mod I (I) RIM JOISTS ►! I �. GYP. BD. ! o (2) LAYERS 5/a" (2) ROW BLK'G ► ' CEMENT FIBER LAP MilM TYPE "X" GYPSUM � :�� (2) LAYERS /8 @ PERP. GOND. ► I - Y RS 8" w PLAN NAME - YP M `�. TYPE X G SU I II® -,1 a®ARD oN SPAED SIDING ON AIR FILT. p 0 � TYPE X GYPSUM 1 • - E " 11 ....� BOARD b NPC PLAN NUMBER TYPE X BARRIER ON . `�. 2x4 STUNS 16 O.G. .� I ►� ►� ' .� BOARD GYP. BD. SPECIFIED _ii_ ! ' ! c - - o . ► . ► z . AIR SPACE LAWSON PLAN ID SHEATHING ! �_ ! ( ! ! SEE STRUCTURAL — II II II ATT S SOUND BATT SOUND B ► S ► 1i G/8 TYPE X R32 I BATT I NSUL. r ►! 'I ! ! = FOUNDATION PLAN 0000 G`�P. E . I AIR SPACE I AIR SPACE — = FOOTING SIZE AND LEGACY PLAN NUMBER /NAME – / // - IIIII 1 REINFORCING 0000 I" AIR SPACE I11 AIR SPADE PERIMETER FALL @ 2ND FLOOR STEPPED TRVSS@PARTi' FALL TRUSS AT PART'T' V4ALL PARTY WALL @ 2ND FLOOR PART)' WALL FOOTING @ DECK SHEET �1 11- '- SCALE: I-I/211=1'-O" 2-HOUR WALL SCALE: I-I/2"=1'-O" 2-HOUR WALL SCALE: I-I/2"=1'-O" C SCALE: I-I/2 I -0 2-HOUR WALL SCALE: I-I/2 2-HOUR WALL AD.2 (c) Copyright Pulte Home Corporation - 2009 ' 1 1 1. us 1 :II •: v' 'I Al . : : ► ' ; 1 I 1 '►1 k 1 1. 1 - uu : ► ► 1 L11■lu '1: 1 :11 : 1 ► 1 , 1 1 ; 1, 6=-\=- A \O !S: co1 N �, N ® N •4'=O" MIN. 4'=O" MIN. / / / V.�rte^ cr), N USE FIRE • Tali -6 v\ RETARDENT PLYWOOD APPLICABLE "GENERAL EXPLANATORY NOTES" SHEATHING W/IN 4' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN N � of PART Y wALL MANUAL, 15TH EDITION NOTE # (/) ' I I. NAIL DIMENSIONS INCLUDED IN SYSTEM ROOFING ON DSO DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL ° COMPLY WITH ASTM F 54`1 OR ASTM G 514. OTHER 4 B.P. ON P!_YWOOD WH AND HAVING II14 NAILS, SUITABLE FOR THE INTENED USE,SHEATHING DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE 4, PICi DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED ti EASE LAYER 5/8 c TYPE X GYPSUM FIRE SAF I NG �.TAPLED AS SUBSTITUTIONS. V1 WALLBOARD OR GYPSUM VENEER SASE IN PLACE 10=C HORIZ f--1 APPLIED AT RIGHT ANGLES TO EACH AND PERT. 2. FASTENERS INSTALLED ALONG THE EDGES OF W GYPSUM BOARD SHALL BE PLACED ALONG THE , 11'4�y SIDE OF DOUBLE ROW OF 2 X WOOD PAPER BOUND EDGES ON THE LONG DIMENSION OF THE C!� LOGATION: 2 HOUR PARTY WALL ■ STUDS 16 O.G. ON SEPARATE PLATES I 1 NAILS I-`1 8" BOARD. FASTENERS AT THE END SHALL BE PLACED ® N APART WITH 6d COATED NAIL 0 1 ALONG MILL OR FIELD GUT ENDS ON THE SHORT ► LONG 0.055" SHANK, 1/4 HEADS, 24" DIMENSION. FASTENERS ON THE PERIMETER OF THE ASSEMBLY: WP 3820 ■ PT°1 " GYPSUM BOARD SHALL BE PLACED ALONG BOTH EDGES AND GYPSUM ASSOCIATION � �� O.G. FACE LAYER 5/8 TYPE X (2) LAYERS 5/8 TYPE R SASE ENDS. N WALLBOARD OR GYPSUM VENEE B SE „ DESIGN 1 1 X GYPSUM BOARD MANUAL IciTH EDITION 11 APPLIED AT RIGHT ANGLES TO EACH 1 SIDE OF DBL ASTM G 154 II EACH 3. SCREWS MEETING ASTM G 1002 OR AS 1 SIDE OF WITH 8d COATED NAILS 2-B/8 PROVIDE PREMFR. 14 H ADS 8 O.C. ROOF TRUSS SGHEDULED SHALL BE PERMITTED TO BE SUBSTITUTED FOR (STUD SPAG I NG AND SIZE 'i1 LONE, 0.100" SHANK, / HEADS, SCREENED VENTED SHEATHING PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD ► PER STRUCTURAL 2X STUDS ►1 I N ► JOINTS STAGGERED 16" EAGH LAYER BLOCKING DIAMETER, LENGTH AND SPACING EQUAL OR EXCEED DRAWINGS.) ■ THE REQUIREMENTS FOR THE NAILS USED IN THE i a E 5 1/2" SOUND _ ° COMPOSITION _ ► / AND SIDE. SOUND TESTED WITH 5 1/2 ►� ►t TESTED SYSTEM. ATTENUATION BAITS ► GLASS FIBER INSULATION STAPLED TO R=41 BAIT INSULATION ROOFING ON SO* i4' FIRE RATING: 2 HOUR 17' STUDS IN STUD SPACES ON ONE SIDE ` B.P. 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE AIR-SPACE ► AND WITH NAILS FOR BASE LAYER THE EDGES PARALLEL TO FRAMING MEMBERS. S.T.G. RATING. 55 TO 51 (SIMILAR TO WP ►1 SPACED 6 O.G. HORIZONTAL BRAG I NG 2X TRUSS TAIL HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE ► ( THE EDGES AT RIGHT ANGLES TO THE FRAMING 5/5" � 1 REQUIRED AT MID-HEIGHT. (LOAD 3810) 2 LAYERS 5/8 GYPSUM BD. ► N F A H T PREFI L S G. O MEMBERS. INTERMEDIATE VERTICAL FRAMING BEARING) � 2 LAYERS 5/8 GYPSUM S . �� . '. ` t GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EDGES �! "� 4._ J1 4� \ OR ENDS OF THE BOARD. 3 1/2" IF IBERGLASS SOUND ATTENUATION ! i BATTS PLACED BETWEEN STUDS. M'' 5. UNLESS OTHERWISE SPECIFIED THE FACE LAYERS ►� 1�- GYPSUM BOARD n OF ALL SYSTEMS, EXCEPT THOSE WITH ► ► HOLD INSUL. DOWN 1 PREDEGORATED OR METAL COVERED SURFACES, ► ► . SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS c EXTERIOR SIDE: ONE LAYER 48" WIDE ►� ►� FIRE SAFING ,STAPLED W/ BAFFLE TO SPECIFIED IN GA-214, RECOMMENDED SPEGIFIGATION m 5/8" TYPE X EXTERIOR GYPSUM ► � IN PLACE 10°O HORIZ VENT AT EAVE PREFIN• S.M. LEVELS OF GYPSUM BOARD FINISH) AND FASTENER ► AND VERT. SHEATHING APPLIED PARALLEL TO 2 x 4 GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER cif WOOD STUDS 24" O.C. WITH I-3/4" � �� S I/2" SOUND U I SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS C� N: I HOUR FIRE WALL GALVANIZED ROOFING NAILS 4" O.G. AT TI N BLANKET I TAPED. F--� LOCATION: OU ► /� ► ► ATTENUA O i3L �. 1 W- JOINTS `T .G. AT V1 VERTICAL JOIN S AND O ASSEMBLY: WP 8105 ►j INTERMEDIATE STUDS AND TOP AND �_ �� 2X4 STUDS I6"O.C. •' 6. WHEN A FIRE RESISTANCE RATED PARTITION EXTENDS ABOVE THE CEILING THE GYPSUM BOARD GYPSUM ASSOCIATION EXTERIOR SHEATHING ■A BOTTOM PLATES. JOINTS OF GYPSUM ► ► R=2I BAIT INSUL. • ► ► (2) LAYERS 5/5" TYPE JOINTS OCCURRING ABOVE THE CEILING NEED NOT BE w DESIGN ►1 SHEATHING MAY BE LEFT UNTREATED. TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE ► T H ► li X GYPSUM BOARD ON MANUAL IgTH EDITION 1 EXTERIOR CLADDING TO BE AT AG ED - MET.THROUGH SHEATHING TO STUDS. ►4 SPACED 2X4 `STUDS IC I RIM JOISTS() O.G. ! R-21 BAIT INSUL.(STUD SPAG I NG AND SIZE a) THE GE I L I NG I S PART OF A F I RE RESISTANCE PER STRUCTURAL 2X STUDS INTERIOR SIDE: ONE LAYER 5/8" T(`�j$ V BLOCKING ► I" AIR SPACE GYPSUM BOARD RATED FLOOR-CEILING OR ROOF-CEILING SYSTEM. - T 1 GYPSUM WALLBOARD, WATER RESISTAN NGS. b A VERTICAL JOINTS OCCUR OVER FRAMING DRAWI LL B I/2 SOUND lia7.1 GYPSUM BACKING BOARD, OR GYPSUM �� STAPLED ED ►t FIRE SAF I NG ., L MEMBERS. ATTENUATION BATTS VENEER BASE APPLIED PARALLEL OR ►fit. --- U IN PLACE 10 m0 I-#ORIZ c) HORIZONTAL JOINTS ARE EITHER STAGGERED w FIRE RATING: I HOUR AT RIGHT ANGLES TO STUDS WITH 6d t•L. AND VERT. 24"O.C. ON OPPOSITE SIDES OF THE PARTITION, OR COATED NAILS, 17/8" LONG, O.0115" NAILER BLOCK FULL WITH STRIPS OF GYPSUM BOARD NOT F—+ ARE COVERED W H S ill LENGT-I LESS THAN 6 INCHES WIDE, OR THE PARTITION IS A 14; SHANK, 1/4" HEAPS 1" O.G.► - LOAD°BEARING TWO PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" I LAYER 5/8 GYPSUM BD. . � RIM JOIST O.G. AND �� TYP. FULL LEN.�T#-I 1 d) THE PARTITION IS NOT PART OF A SMOKE OR I LAYER 5/8 GYPSUM BD. II A NAILER BLOCK I/ SOUND CONTROL SYSTEM. ;s B 1/2" FIBERGLASS SOUND ATTENUATION CEILING wHEN SCHEDULED SID I NG M �� PARALLEL + WHERE JOINT TREATMENT IS DISCONTINUED AT OR BATTS PLACED BETWEEN STUDS. ON AIR INFILTRATION JUST ABOVE THE CEILING LINE THE VERTICAL JOINT ► ► GYPSUM BOARD I PRODUCTION MANAGER BARRIER ON SPEC. SHALL BE GROSS TAPED AT THIS LOCATION TO Gary Culp GYPSUM BOAS D Y P ►� ►� 0-I� SHEATHING REDUCE THE POSSIBILITY OF JOINT CRACKING. ►� ►� . 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 MALLS OR ► ►� � REV# DATE /DESCRIPTION ►� ►� (I) ROW BLOCK 1 NG PARTITIONS HAVING GYPSUM BOARD FACINGS AND • CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE UNIT B&C REVISIONS AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 N V� ► ► 04/01/2011 SQUARE INCHES. THE AGGREGATE SURFACE AREA OF la 1 ► � o n'- VY ► �_ �� / THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN Q.J 3 1/2 SOUND • ► r ANY 100 SQUARE FEET. BOXES LOCATED ON w f. 1 ATTENUATION BLANKET m 1.4, OPPOSITE SIDES OF WALLS OR PARTITIONS, SHALL BE a ►►♦ ►: SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 8() RIM JOISTS (2) RIM JO I STS► ► c' • 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES c<1 l� I ►(2) Row BLOCKING ► (I) ROW BLOG .I NG SHALL BE PERMITTED AS ALLOWED BY LOCAL GORE. v d VI 1 1 Z OA - w WATER-RESISTANT I TANT GYPSUM BACKING BOARD SHALL 8. S 5 ■ ■ n I- I BE INSTALLED OVER OR AS PART OF THE w \ --.4.--ti-.410.-- FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB a (� ■ FIRE SAFING STAPLED ■ NAILER BLOCK FULL AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED /� �J IN PLACE 10'=0" HORIZ WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE v� I LENGTH NECESSARY, THE GYPSUM BOARD REQUIRED FOR THE w,, y AND VERT. RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND z RIM JOIST FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL v� /� Win 0 II TYP. FULL LENGTH - I I THAT OF THE TESTED SYSTEM. x ,, ! NAILER BLOC ,.; � CEILING WHEN �. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE 7 h: PARALLEL TESTED HALL OR PARTITION SYSTEM, MINERAL OR v) ■ ■ , GYPSUM BOARD PM GLASS FIBER INSULATION OF A THICKNESS NOT w EXCEEDING THAT OF THE STUD DEPTH SHALL BE GYPSUM BDA�.D = ►• ►• • PERMITTED TO BE ADDED WITHIN THE STUD CAVITY. IN c" ■ ' ► . FLOOR-CEILING OR ROOF-CEILING SYSTEMS, THE r) ► ' 1 GYPSUM BOARD � x ► ADDITION OR DELETION OF MINERAL OR GLASS FIBER ci 4 S 16 O.G., ► 2X STUD N, ` • INSULATION IN CEILING JOIST SPACES COULD PROJECT TYPE ► ►� • POSSIBLY REDUCE THE FIRE RESISTANCE RATING. p ► ► R= TT • 2 BA ` MF �� ►1 ►1 INSULATION 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE ~o ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND a W ► ► INTERIOR PARTITIONS, FLOOR-CEILINGS, N ► ►� (2) LAYERS 5/5" TYPE V1 .� COMMUNITY NAME ►� "X" GYPSUM BOARD ON �- • ROOF-CEILINGS ETC.) THIS 15 NOT INTENDED TO LIMIT FA Summer Creek CORROSION RESISTANT �� 2X6 P.T. SILL O ► ♦ SPACED 2X4 STUDS 16 THEIR USE ONLY TO THE SPECIFIC CATEGORY IN WHICH w ELATE ON SILL • METAL FLASHING J FIRE SAFING ► O.C. THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED Townhomes STAPLED IN PLACE ► ► SEAL AS SHAFT WALLS SHALL BE PERMITTED TO BE USED o LAWSON COMMUNITY ID 10'=O" HORIZ AND 11 -Ali- F.T.P.T. 2X4 PLATES ON 6 MIL VAPOR • '— AS INTERIOR PARTITIONS. HOWEVER, SYSTEMS TESTED �` ► VERTICALLY (WALL $ PARTITIONS) SHALL NOT BE% SILL SEAL W/ 1/2 CP A. . — 0000 VERT. Ems. . BARRIER UNDER 2" �' J v.-v BOLTS 45" �J G EA. �� PERMITTED TO BE ARBITRARILY USED IN A SAND A SEE STRUCTURAL HORIZONTAL ORIENTATION. w v v I I PLATE I I .� I '� • I . FOR RE I NFORGED N GARAGE HANDING I� ♦ V . - FOOTING, TIE°DOWNS, II. METAL STUDS AND RUNNERS IN THIS MANUAL ARE Varies ► ►� 4 RE I NF. GONG. SLAB NOMINAL 25 GAUGE UNLESS OTHERISE SPEIFIED. N iii I I I 1 I . --6— MIL VAPOR BARRIER SPECIAL NAILING I I ►� ♦ OTHER NOTES o I 9 I ►� UNDR 2" SAND 1/2" A BOLT 48" ♦� •I I 12. GREATER STUD SIZES (DEPTHS) SHALL BE Z SPECIFICAON LEL �, 1 ri 1 ♦� O C L FIN. GRADE PERMITTED TO BE USED IN METAL - OR WOOD-STUD p ►♦ SYSTEMS I N THIS MANUAL. METAL STUDS OF HEAVIER►♦� ►� V ♦� GAGE THAN THOSE TESTED SHALL BE PERMITTED. 1 R-I5 RIGID 1 ►. R-15 RIGID I SUL. ►� THE ASSIGNED RATING OF ANY LOAD BEARING Z ►� ►� ►♦� MONO-FOUR OF FND. SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM PLAN NAME INSUL. ►�� ►�� A�i ALLOWED OPTION WHEN USED AS A NON LOAD BEARING SYSTEM. LiJ r CLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS. ►♦� I / �♦� °° NPC PLAN NUMBER ►� ♦ 17 DRAIN ♦ °1 / ►�� ♦ 13. WITHIN DESIGN LIMITATIONS THE DISTANE /• p ♦ .. L .♦. o BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A o I1 . p ° � �•o F TER FABRIC z LAWSON PLAN ID o ..•• CHASE WALL, SHALL BE PERMITTED TO BE INCREASED — 0000 v • O VER BEYOND THAT TESTED . ° •1�_�° Jo ERFORATED — —J SEE STRUCTURAL FDN o LEGACY PLAN NUMBER /NAME V o. • DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE X OR REGULAR v PLAN FOR FOOTING P ° ,,,,, o •1 I GRANULATED GYPSUM BOARD SHALL BE PERMITTED TO BE ADDED 0000 SIZE AND RE I NFORG I NG I BGKF I LL TO ANY SYSTEM. 0 HALL ASSEMBLY FALL ASSEMBLY SHEET SCALE: I -I-O I SCALE: I"-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 ° 1 N N ® .4L),.... N Cr) cf), k w cn 0 'Ci 8 ` t t CCI Rci) ,....4 >>� 0 0 N 0 P.1 , .:-1 i ^ w - 1 > I " I I I I I PRESSURE TREATED I I PRESSURE TREATED SILL PLATE SILL PLATE II I 1 / 5/4"x6" TRIM " " J ( 5/4 x6 TRIM ' ^ ^� I" CLEAR MIN. XI I �� I" CLEAR MIN. v v I' �I cy) 1 ,i 1 ,____I I i 1 -< 110 SECTION 411 w SECTION rz ,___J -‹ E--, U w V 1 I I `-' PRODUCTION MANAGER 1 ► 1 , Gary Culp (/ RASE I FOYER RELEASE DATE: 12/23/10 W� I REV f DATE /DESCRIPTION 11 I ►1 UNIT B&C REVISIONS 1 ► 11 — � I II 1 4 I �1 : (2) LAYERS 5/8 TYPE 0 FP- 04/01/2011 •r3 1 1 II II ° X Y J G PSUM BOARD ON SF AGED 1 O S AGED 2X4 / \ GARAGE w 1 ►� ►1I ►� STUDS I 11 a / DS 6 O.G. L 1 1 1 II ►1 ► (2) LAYERS 5/8 TYPE 1 1 • N ► II II I o 1u 1 I X GYPSUM BOARD ► 1 ON SPACED 2X4 NOTE: Cl z ►� STUDS 16" O.G. ► w 0 ( ► SEE STRUCTURAL EXTERIOR WALL ►►♦ Lii ce 1� ' ►� NOTE: DRAWINGS FOR SHEATHING 11 I HOUR RATED A 0 I ►1 SEE STRUCTURAL LOCATION OF ►1 EXTERIOR WALL �, / \ ' 11 DRAWINGS FOR SHEARWALLS ►1 L I I ► ( 1 NOTE: NOTE: ■� I 1 LOCATION OF -� NOTE: _ n SEE STRUCTURAL I SEE STRUCTURAL EXTERIOR WALL ► SHEARWALLS 11 I �1 SEE STRUCTURAL ' ' n 0 N DRAWINGS FOR I DRAWINGS FOR SHEATHING I ►� 11 I 1 (2) LAYERS 5/8" TYPE DRAWINGS FOR x ■ 1 1 II --.1 LOCATION OF 1 O ATI L CATION OF L N OF OG O O I 1 1� X GYPSUM BOARD AIR INFI TRAT L ION AIR INFILTRATION AIR INFILTRATION FOYER 0 L 1 I SHEARWALLS SHEARWALLS I ► ON SPACED 2X4 SHEARWALLS 1 FARRIER BARRIER BARRIER ► ► ► STU FIBER GEM NT ►�' ' 1 I GYPSUM BOARD I DS 16 O.G. FIBER GEMENT GYPSUM BOARD w E FIBER GEMENT ► ■ 1 ► SIDING EXTERIOR SIDING I. -'t I ►► I ► GYPSUM BOARD SIDING f 1 I ►1 GARAGE 11 ' 11 FOYER INTERIOR INTERIOR I ►1 ►1 ( ►1 5/8 TYPE x --} N 11 I Xfi�RIOR f t" (2) LAYERS 5/8" TYPE 1 1 T T T ' N EXTERIOR GYPSUM PROJECT TYPE ►� I X EXTERR YPSUM 1 BOARD \ 4._ 7 ° MF 1 �'1 ExTE�1 SHEATHING I I 2X4 STUDS 16 O.G. I ►1 I — _� — _ PORCH ><! — — — — 1 I I, (— — — — — COMMUNITY NAME ► EXTERIOR WALL ► I I� ►� ■ ► SHEATHING I ►1 ► Nj2 Summer Creek 1 1 —•• L- 1 ■ - — — — — 1 1 EXTERIOR WALL 1 I :�.. EXTERIOR HALL EXTERIOR WALL J X x ;; I SHEATHING SHEATHING 1 SHEATHING Tow omes I ° LAWSON COMMUNITY ID PORCH 1 1 ► / I I �' (2) LAYERS 5/8 TYPE E z 11 11 01 ►� 1 • 5/8" TYPE "X" \ (2) LAYERS 5/811 TYPE X EXTERIOR GYPSUM PORCH a 1/ 1 INTERIOR WALL ► 1 I 11X" EXTERIOR GYPSUM — — — — — — 7 BOARD ON SPADED EXTERIO1� w et ► ■ ■ ' 1� EXTERIOR GYPSUM' EXTERIOR WALL 2X4 STUDS 16" O.G. 5 8" TYPE IlX ■ ►1 ► 11 g3OARD C BOARD ON SPACED / GARAGE HANDING ► ►� 11 ' � GYPSUM EOARD — — — — �� I.._ I 2X4 STUDS 16 O.G. SHEATHING EXTERIOR GYPSUM Z Varies ►� 11 , I ∎� rr AIR INFILTRATION PORCH I=HOUR RATED BOARD a INTERIOR ■ ■ INTERIOR GARAGE ►1 ,40 GARAGE I BARRIER ( I II WALL. SEE SHEET I 2"x2° TRIM 2x2 TRIM 2"x211 TRIM ° SPECIFICATION LEVEL ►� II FIBER CEMENT 1 AD.S DETAIL v o 6x6 POST SIDING 6x6 POST I HOUR RATED 611x6" POST ■1 ' ■1 I=HOUR RATED i - 5/4 x6 TRIM 5/4"x6" TRIM �E' 5/4 x6 TRIM ° ® (2) LAYERS 5/811 1 I ■ (2) LAYERS 5/8" WALL. SEE SHEET �II' — — — WALL. SEE SHEET — — — - - — — — z PLAN NAME 1 II I AD.S DETAIL /� ,�; TYPE X GYPSUM III TYPE X GYPSUM AD.3 DETAIL U IA v� a BOARD ON SPACED BOARD ON SPACED - ��// II II V II V Y-- - 2X4 STUDS 16 O.G. 2X4 STUDS 16 O.C. W- - �� ' 5/4 x6 TRIM NPC PLAN NUMBER EXTERIOR Z LAWSON PLAN ID I -- -- II II II II � II II I . i 5/4"x10" TRIM (GUT 5/4x6 TRIM 5/4x10 TRIM (GUT 5/4"xIO" TRIM (GUT 5/4"x6" TRIM 0000 TO F I T) TO F IT) TO F I T) LEGACY PLAN NUMBER NAME / PLAN DETAIL OF INTERIOR PLAN DETAIL OF PLAN DETAIL OF PLAN DETAIL OF PLAN DETAIL OF o 0 0 0 JAIALL PERP. TO PARTY WALL EXTERIOR MALL AT PROPERTY LINE EXTERIOR I'A1ALL AT PROPERT'( SHEET 4 MALL AT FALL AT ��_ I II II_ILO" II I II 2 SCALE: I - -O SCALE: I -I-O SCALE: I =I-O SCALE: "_ILO" " AD.4} L I D SCALE: I -I-O (c) Copyright Pulte Home Corporation - 2009 1 _ 1 O 1 N N ^ I • � ` Cln �' N 01 C.) )(i) 0 riCi rs, O t lid ../ 1„ WOOD SEE PLAN (10" STD) y 5/4" PLY TYPICAL AT TREADS •4••J r-V (E3ULL NOSED CIS ty 2x FLOOR .JOISTS w z I/2" PLYWOOD 1 _..., TYPICAL AT RISERS I - 2" STAINED i ® � (5)2x12 STRINGERS ,4f WD HAND= RAIL, SEAL TYPICAL ATTACH ► SIDE STRINGERS TO ., STAMP STL. HALL W/ (4) 16d TO IV2' MIN � WALL �R KT. EA. S i STUD ATTACH 0 MAX. 4' O.G. ` MIDDLE STRINGER TO Z � � O � (I) 5/8"X 2" fT �d FROM LEDGER ND(4) < } Q z HEX. HEAD '1 z ; ---- - AND I SIMF'. A55 L A _ _ O � LAG E30LT • w (� CLIP EA. SIDE TO O (Y O , _ 2X SOLID mm < 1-- z --+� LEDG R E3L KG. @ EA. SECTION E3RAGKET ELEVATION • 5/8" TYPE "X" LOCATION GYP. E3D. c ED H STAIR RAIL. 0 STRINGER TO LANPIN G r SCALE: 1-1/2 =1 -O SCALE: _ 1---1 GALE I I/2 I O 2x6 545 TOP RAIL, SLOPE TO DRAIN H-4 EASE ALL EDGES W V 5/S" TYPE "X" GYP. BD, 4X4 RESAWN INTERMEDIATE POST Ix x SKIRT BOARD WITH STRUCTURAL POST BASE -, 5/4" PLYWOOD PER STRUCTURAL DRAWINGS PRODUCTION MANAGER X Q Gary Culp -I MDi= WALL GAP W/ I/8" RELEASE DATE: 12/23/10 >< j RAD I USED EDGES I 2xI2 STRINGERS,GE S TYF'. REV I DAZE DESCRIPTION UNIT B&C REVISIONS N 04/01/2011 0 J I- n 1/2" GYPSUM E3OARD J I ON 2X STUDS 2x CONTINUOUS SHIM ' �-- - \ A I0 gm 5/a" ~ GYP. E3D. W CONNECTION OF POST TO DECK . °; PER STRUCTURAL DRAWINGS x/16 OSE3 SHEAR o! O SHEATHING IA ri W A Ild E2EGK GUARDRA I L HALF—kIALL GAP STRINGER TO MALL r IL- 8 2 -1 A SCALE: I-1/2"=I -O SCALE: I-I/2"=1-O SCALE: I-I/2 I O I- w Q Y X N I N PROJECT TYPE z - END OE 1/2 WALL -- v, �F 0 a COMMUNITY NAME N N Summer Creek 5. Townhomes o LAWSON COMMUNITY ID (5)2x 12 STRINGERS I.--TYPICAL 0000 CONTINUE TWO (2) 1/i" SEE PLAN LIJ END STUDS INTO (10" STD) N GARAGE HANDING FLOOR SYSTEM (c1" MIN) Z Varies N a Ix I 1/2" PLYWOOD AT ° RISERS 0 SPECIFICATION LEVEL U U 5/4" PLYWOO 1 D k Ili j TYPICAL AT TREADS z (E3ULL NOSED) w PLAN NAME Q FFH �� • _� FLOOR SHEATHING cUn NPC PLAN NUMBER 2x4 SILL IP4-- 1 A 1\7 /A I z LAWSON PLAN ID 0000 NAIL TO 2X ELK'G LEGACY PLAN NUMBER /NAME E3ETWEEN JOISTS 0000 0 HALF—VALL SUPPORT 0 STRINcER 6 , TO SLAB SHEET SCALE: I-I/2 =1 1-O SCALE: I-I/2"=I'-O" (c) Copyright Pulte Home Corporation - 2009 AD.5 I _PLOTTED; Mar, 30. 11 / Ranstow. Kevin / A0,5 / F:\TSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES, CRACKS BUTYL TAPE 0 AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS AND DEPRESSIONS TO BE I AND DEPRESSIONS TO BE FILLED WITH MORTAR FOR A FILLED WI TH MORTAR FOR A FILLED WITH MORTAR F R A CONTINUOUS EPDM OR FOAMED z SMOOTH CLEAN SURFACE. CONTINUOUS E D O P o M OR FOAMED Ilellill z SMOOTH CLEAN SURFACE. SMOOTH CLEAN SURFACE POLYETHYLENE SILL SEALER P /POLYETHYLENE SILL SEALER BUTYL TAPE / a HENRY'S#789 FIBRATED I HENRY'S 7 9 FI# 8 BRAYED �HENRYS#789 FIBRATED VAPOR BARRIER H Z ASPHALT EMULSION CAN BE ASPHALT EMULSION CAN BE i / 3 0 ASPHALT EMULSW&€ E N B VAPOR BARRIER o l�APPLIED WITH AROLLER LINEWORK REVISION TO r, APPLIED WITH A ROLLER, APPLIED WITH A SEE C1/WP 3.01 BRUSH OR SPY APPLD � COORDINATE WITH C1 WP 301 5 BRUSH OR SPRAIED I _ o c?SEE C1iWP-3.01 CONTINUOUS EPDM OR FOAMED � �► >.ii.. - u �, I�i� ' %. 1/ill v"is a o POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY .I o• ► „` o ec 1I { OPTIONAL TO EXTEND I��/ < w = INSULATION 2'HORIZONTALLY PER STRUCT / 24. GA PRE-FINISHED METAL FLASHING Q o u NO VEGETATION OR EARTH ' 0 �'�1i Q C `" UNDER FLOOR SLAB /4Ø4jf4 BUTYL TAPE ABOVE FINI H RAE I S G D L NE 2x BELLY BAND � � .o ,d. � W V 2-3 GAU100 SQFT HENRYS#789 . ! .�� SUB GRADE '' INSULATION PER ARCH w _, O N u I VAPOR BARRIER � ��- i FIBRATED ASPHALT EMULSION • " '1' • . ` . - \ N z E ., PER GEOTECH •4• � .. 4:rPr. ,L �, FINISH GRADE SLOPE AWAY g • . ., ABOVE FINISH GRADE LINE f u.:FROM 5% - k � ♦ f =t:>:rf�:�f�r;;<}>j><:;_:>> ::::>: � . z /o MIN FOR 10 0 .. •r ff /f t \ '�. : I y................... ..::::::.......... ...:.�:-- .:. ,♦.,, •• FINISH GRADE SLOPE AWAY• } 3 GAU100 SQFT HENRYS#789 _ t ;' � :::>`' . .. FROM 5% MI - m ♦ /o NFOR10 0 I "r ► . 1�' \ � ,/ .7• : 'its FIBRATED ASPHALT EMULSION ♦ 1. k•A 4 .\. WHERE FG IS ABOVE FLOOR LINE �� j j j T �, / ♦ .4 k.' _ 1 _ _ �� . ', \ \ \/\�\�\�� . '*. 2-3 GAL/100 SQFT HENRYS#789 -"• LINEWORK REVISION TO ►� .� /�/\/ � � , . � ,�, '� FIBRATED ASPHALT EMULSION . r,;, COORDINATE WITH C1 WP 3.01 z ANCHORS PER STRUCTURAL I i /,/ / / �� WHERE FG IS ABOVE FLOOR LINE }; <:< ANCHORS PER .: z• /\\/\\/ \` \\ \\ \\ \\ \ . . ». - FOOTING DESIGN CLOSED STORM DRAIN BY CIVIL STRUCTURAL ♦' % .: /� // ti. j"4 . . , ; ANCHORS PER STRUCTURAL•ESIGN AND . SUPPORT BY OTHERS - /♦ r \ \ \ \ \ \ \ \ \ , • - ,� ►� : / / / / / / .. . . .s. . . , .. CLOSED STORM DRAIN BY CIVIL • FILTER FABRIC OR SOCK i / / / / ED NOTE: IF FOUNDATION IS ui • PERFORATED DRAINAGE TILE IN ;_."" 7 \\ \\ \\ \\ \\ \\ FOOTING DESIGN AND ►♦ : ; 10 _ \ \ \ \ \ \ ♦ FILTER FABRIC OR SOCKED•f SUPPORT BY OTHERS POURED IN TWO POURS •t / / / / / / .. OU S A GRANULATED BACKFILL � �. ►/ WATERSTOP MUST BE USED • '� FOOTING DESIGN AND f \ \ \ \ \ \ v` : PERFORATED DRAINAGE TILE IN t •.> \\ \\ \\ \\ \\ \\ \ ►� GRANULATED BACKFILL BY CIVIL • SUPPORT BY OTHERS :♦. o 0 s o, ;(i30 . \ I . `�� • - NOTE: IF FOUNDATION IS tore 1 1 1 1 1 t' O�� - POURED IN TWO POURS A �. fi. O 0•Il C WATERSTOP MUST BE USED :� ,s, . •0104°, ■ I •' O NOTE: IF FOUNDATION IS 1 • A3 PERIMETER FOUNDATION AT UN HEATED SPACE A2 FOUNDATION @ENTRY POURED IN TWO POURS A O• WATERSTOP MUST BE USED WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: Al 0PERIMETER FOUNDATION WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID 2 08.13.10 FOR PERMIT A 09.23.10 REVISION B4 DETAIL B3 DETAIL B2 DETAIL B1 DETAIL �. ,_ WP-1.00 SCALE: 1-1/2 -1 -0 ARCH REF: WP-1.00 SCALE: 1-1/2 -1 0 ARCH REF: WP-1.00 SCALE: 1-1/2"=V-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=I-0" ARCH REF: -0 (l W Ci) � � W W Q ra. 2 1-- LL OO " I M r Ill Z W ca 2 mu) .- V 1- 2 ® try Ci) r \ } DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS SHEET NAME: FOUNDATION WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL (/- ;N\ DETAIL WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: WP 1 .00 1 3 TERI• COMPONENTS AND •6"OSB EXTERIOR SHEATHING SPF TRIM; FULLY PRIME ALL END CUTS ♦♦♦� INSULATION PER ARCH $" EL DORADO CORRUGATED PLASTIC CI IN FIELD' BARK SID IM ......... VAPOR RETARDER E OUT(TRIM SIZE IS �•;:: ♦ .........::::• BATTENS AT 16 O.C.ATTACHED W/ ♦ SHOWN EXAGGERATED TO INDICATE ♦• PER CODE ''��= �� NAILS PER MANUFACTURER z Ce CORRECT RELATIONSHIPS TO ♦♦ REQUIREMENTS �� o Q' n n — ♦....... RE UIREMENT AT 12 O.C.AND 1 FRAMING BATTENS AND SIDING a S ♦ FROM EACH END OF EACH PIECE ,- MATERIALS ♦♦ :�� DO NOT ATTACH ��U, a TO SHEATHING I in ONLY o II 1 ♦♦• .::.. .•:::::::.•:•.:.•::•::•:.:•:.•:.•:::.•.::•::::::•:. PANEL FASTENING ��.. .... . . :� .. w E•I N ::::::.: : `: to :::. ::::. :. :..::::::::::::::.:. SHALL PENETRATE ``....:: ::. : ' WEATHER RESISTIVE BARRIER: I 5/4 x 4 SPF TRIM FULLY � ..:.:::.::.: ::. �'�- o to NOTE: ♦� ff...:.:.::.:::.:.::.:.:.... ::,,-:::::. .. .. . .. D — —.—.—.—._.—.—. \ ♦. -.tt:::•::•::::•:::::::::•::.•. . • . . WEATHERMATE PLUS 0 . PRIMED ALL END CUTS IN d �:• INTO STUDS t U. cn oo p r- .d d• D TRIM BATTENS NOT o� A p. 0 •p HOUSEWRAP OUSE RAP BY DOW � D '�t O�. w FIELD >= CT I r rq .d d STRU U RAL x .d SHOWN FOR CLARI TY Q iii ,,, o u ... ... ........ . ...... .. . ................. ............... ................. ............... ................. ..................... t. FRAMING,M Q .t h o d d f- r d �� Z T � �O B d r LOCKING OR PROVIDE SOLI O d-.... . .. ....... D BL CKING OR W It!' d,II V T ERT. BATTEN d' w uw oc BATTEN TYP. STRAPPING /,f ,,7" ., J � �- PROVIDE GONT GA x 0 GAL o 1 W Y 20 3 G9 Vo N W u p. T ALL SE W/WEATHERMATE N p APE A SEAMS t ST FASTENED Z RAP TENE TO STUD WJ 2 in KIN .J BLOC G OR • O w T TAP W CONS RUCTION E BY DO 09 RING SHANK NAIL FA TEN E / S S lAigil FIBER C MENT P NEL W THER R TIVE A EA E IS S ST PPING SHA L a� w p RA A. SIDING TO ME ST P T BARRIER TAL RA W/E &F BE INSTALLED . ........ �•INSTAL SIDING I � _L W/NA L .100X1.5 X. DE 4 RZ. BATT HOLD � 25 H S 4144 OC ..HO ENS' � ., - e R R ED `• WHERE REQUIRED ...... ..... ��•: �:��.�:: PA WOOD I Q SPACE TO 00 TRIM 1 '' ........ ...... . ........................ EXTERIOR SHEATHING BACK FROM EDGE OF ."":: ' _.....iiid co SIDING 0 RT. ND VE BATTEN EACH E e.'---ZH::::::::::::::::::::::::::::::::::::::::::::::Zo:ff.:,:**.....:.:::::::::: :::i:::K:K:K:::::::::KA:K:K:gi:K:K:K FA ENIN � _ „,, A �1 ST G d d •p PATTERN PRIOR O T �:'�'••`••'��:��:�:�'�' HORIZONTAL BATTEN AT e A t e REINFORCE O 2 e C RNER W/ T IDIN OS • •� HORIZONTAL L PANE ED E � Q. G //////ICI/ICI//% ►\\ \v �\\\'�\\ \\\\ . PIE �:t t 24 PIECE OF WEATHER INSTALLATION STA LOCATE OVER SOLID FRAMING. ,... '� ER S RAM I t p •2 f e s d e - T RESISTIVE BARRIER WHETHER p• E JAMES HARDIE FIBER CEMENT P r S E FIB CEMEN PANEL;/ t t INDICATED I I d• NDIC IN t R RESISTIVE BA e •� WEATHE R SI TI BARRIER:S FASTEN P 6 f• ASTEN ANEL O.C.AT EDGES p• ..... e E G S A•�t DETAILS OR NOT I ftldki 0 •d d' DETA S O NO t• WEATHERMATE PLUS HOUSEWRAP FIELD 8 C IN ELD .0 2 X 2 FATHER .p t O W 9 SHANK 12 W RESISTIVE BARRIER' LAP BY DOW .225 RING SHANK HD G HAN NAILS FASTENED SUPPLEMENTAL S SF AROUND CORNER 12 EACH ID UPP CO EAC SIDE •...• e e • INTO STUDS NTO S U S&PER REQUIREMENTS OF INSTALLATION •......... .•• Q '.4;. ....• ..... CV 0 INSTRUCTIONS ........... ... ES LEGACY REPORT NER-405&SECTIO e FRAMING ....... 1405.17.1 IN 2003 INTERNATIONAL III CONTAINED IN .. - FIBER CEMENT PANEL 1 Ø 1 NOTE: TECHNICAL •• •••••• BUILDING CODE NOTE:TYPICAL TRIM MATERIALS BULLETINS SHALL ........... 2" S U . ..•FASTEN PER MANUFACTURERS NOTE:ALTERNATIVE DETAIL NOT REVISED TO INDICATE 5 4 BE APPROVED IN .......... TE / NOMINAL A INSTRUCTIONS W/PLASTIC CAP •...........• SUPPORTED BY INSTALLATION • I MIN THICKNESS MATERIAL PER PULTE WRITING BY THE 16 EACH WAY. "•""" NAILS @ O C. INSTRUCTIONS HZ-10(APRIL 2009)OR 4• LOCAL BUILDING NOTE NER-405(APRIL 4,2004)MUST BE 3 A OFFICIAL OR THE SEE A2/WP-300 FOR WEATHER APPROVED IN WRITING BY LOCAL ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION BUILDING OFFICIAL TO INSTALLATION A4 OUTSIDE CORNER @ PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2\ WEATHER RESISTIVE BARRIER INSTALLATION A FIBER 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"=V-0"-0 ARCH REF: EXTERIOR SHEATHING \ EXTERIOR SHEATHING 11111 WEATHER RESISTIVE BARRIER \ _ WEATHER RESISTIVE 11IØ 11110 LAPPED O/HEAD FLASHING I BARRIER; LAP O/METAL SHEATHING VERT. BATTEN lir EXTERIOR SHEAT G THRU-WALL FLASHING 24 GAPRE-FINISHED G 90 GALV • WTHER RESISTIVE BARRR; VERT. BATTEN BEYOND• / 3 /��/ BLOCKING AT PANEL EDGES /FIBER CEMENT PANEL ON VERT.• :SEAL W.R.B. TO METAL FLASHING ( iii BATTENS PROVIDE HORIZONTAL -��—��—��—�HORZ. BATTENS PANEL ENDS B EDGES ilk BATTEN PANEL @ TEN A W/NON-SKINNING BUTYL „ @ i i 14P410H.,,:: _ 9 d4D1 ' 1,4 ....... ..... P R DETAIL A1IWP 3.00 , !� E �`� 0 3 "UI FIBER CEMENT PANEL 2 110 ," ' HORZ. BATTENS PANEL .11, ,4 BLOCKING AT PANEL EDGES .� h.. i'�e, p / ENDS PER DETAIL A1/WP-3.00 - HORZ. BATTENS PANEL ENDS • @ EXTERIOR SHEATHING 3 T PER ETAIL Al • NOTE: —— I ' 3 / �"� , REINFORCE CORNER W/(2) li/41°40' • • SEE DETAIL A2/WP-3.00 FOR 24 GA. PRE-FINISHED METAL BRACKET FLASHING. a-, i 24 GA FLASHING OVER �` 24"PIECE OF WEATHER SECURE WITH A MIN.4 PANCAKE HEAD SCREWS. /� 2 WEATHER RESISTIVE BARRIER �� BELLY BAND RESISTIVE BARRIER — P CLADDING �:-. •LAP DETAILS FLANGE SHALL EXTEND AST FACE OF CLADD TO ALLOW ATTACHMENT OF SHROUD AFTER 1 .. _ , 0 WEATHER RESISTIVE X6 SPF PRIMED BELLY BAND' 5/4 X PRE P •'� i CLADDING IS INSTALLED ' BACK PRIME ALL CUT EDGES INSTALL or BARRIER LAP CORNER 12" HOSE BIB i I -- -----mot - / /Ak iI �.:. EACH SIDE :..:....:'-..;:.•.-..'..::''''-' NO. DATE SS BARK DE.OUT FASTEN W/(2) 16d GALV ISSUE VENT SHROUD 24 GA. PRE-FINISHED .. AR SIDLE ( ) " TO FLUSH i I NAILS EACH STUD SET O L SH - I 1 _ 1 i METAL.SECURE WITH CLOSE ENDED . CEDAR BLOCK, PR co � O K, IMED ALL 6 SIDES, &SET IN i• SEAL AND PAINT 1 07.27.10 FOR BID • PO R T T _C S © INSTALL SIDING WINAIL SPACE p • - NON-SKINNING BUTYL SEALANT - _ I to 9 :<: diwi..-. A INSTALL SIDING IN MODERATE % Ii% TO WOOD TRIM �. 1 PART POLYURETHANE ` / 08.13.10 FOR PERMIT • CONTACT WITH VENT HOUSING S TYP . v SEALANT INSTALL SIDING W/TAMLYN ,■ h ( } J-MOLD IN MODERATE 18 x 18 PIECE OF 30 MIL EPDM TARGET SPF TRIM FULLY PRIME ALL END 46i. 09.23.10 REVISION levi C O T T IT W•OD TRI ' l \FLASHING; CUT HOLE FOR / CUTS IN FIELD;ATTACH W/ 16d HOT • QUICK FLASH P-50, LAP WRB OVER / CUT HEM BACK AT I, U S !� O '° PENETRATION&NAIL TO SUBSTRATE JOINT TO ENSURE DIPPED GA.V. FINISH NAILS @ 16 O.C. 110 TOP LAP BOTTOM FLANGE OVER / / /FLASH AS DETAILED TIGHT FIT " 7i_ WRB BELOW; RE:A3/WP-3.04 •I / ``� 411( •WEATHER RESISTIVE F I BARRIER UNDERNEATH **1 / FIBER CEMENT SIDING ON VERT. ` IBER CEMENT PANEL / 4 NOTE: I \ - TARGET FLASHING NOTE: , ■INSTALL BEFORE BELLY �/ BATTENS INSTALL W/MODERATE ," HEAD FLASHINGS TO HAVE END DAMS ' � / CONTACT TO THE WOOD TRIM SEE DETAIL A2/WP-3.00 FOR BAND V WHEN FLASHING LENGTH IS >6" WEATHER RESISTIVE BARRIER THRU WALL FLASHING NOTE LAP DETAILS HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION @ FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLASHING LENGTH IS >6" B1 INSIDE CORNER @ SIDING , WP-3.00 SCALE: 3"=1'-0" ARCH REF: ■P-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: EXTERIOR SHEATHING EXTERIOR SHEATHING 1 / \ w > WALL AND SOFFIT / i /I WEATHER RESISTIVE BARRIER; LAP O/ limp WEATHER RESISTIVE BARRIER; LAP O/HEAD W W Q EXTERIOR SHEATHING I HEAD FLASHING 8�SEAL WJ FLASHING SEAL WITH NON SKINNING BUTYL • 4 = EA ASSEMBLIES PER ARCH / • ,.., I I •/g . NON-SKINNING BUTYL SEALANT SEALANT .*.� I WEATHER RESISTIVE BARRIER ■ I VERT. BATTEN VERT. BATTEN N '' 612• E � I = M 141kb■ P 24 GA. PRE-FINISHED METAL / / s"' •BATTEN • / HEAD FLASHING W/END DAMS I ' / w W �w�—�� I / I FIBER CEMENT PANEL I CM w.... ..■� I FIBER CEMENT PANEL / A 5 s I I HORZ. BATTENS @PANEL �° r e.- •� I I ENDS PER DETAIL A1/WP-3.00 I 24 GA. PRE-FINISHED METAL I C 1 i HORZ. BATTENS @ DETAIL A1/'WP-3 0 I ` G HEAD FLASHING WJ END DAMS I BATTENS&SOFFIT PANEL / FIBER CEMENT PANEL 1 , • . / ¢ / HORZ. BATTENS @PANEL ♦♦^^ 24 GA FLASHING vJ • I n. I / ENDS PER DETAIL A1/WP-3.00 • • 0 J I I CEDAR BLOCK, PRIMED ALL 6 SIDES, �� :. • 1 "x 3"TRIM 0/BATTEN INSTALL 'I I I &SET IN /4 STA I NON-SKINNING BUTYL SEALANT I _ i ,... IN MODERATE CONTACT WITH BATTEN Al `� JUNCTION BOX - 1 . 3 SOFFIT PANEL £ I _ I �/4 SPF PRE PRIMED BELLY BAND BACK ►'� LIGHT FIXTURE _ _ INSTALL WITH TAMLYN J-MOLD AT TOP • / I _ / EDGE, IN MODERATE CONTACT WITH I I PRIME ALL CUT EDGES INSTALL BARK CONDUIT / SIDE OUT FASTEN W/(2) 16d GALV I �_ WOOD TRIM NAILS EACH STUD; SET TO FLUSH I , I BATTEN SEAL AND PAINT 2 X 2 RABBET / / / e INSTALL SIDING IN MODERATE '.. FIBER CEMENT PANEL I I HORIZONTAL BATTEN AS OCCURS ` I-I • ... i CONTACT WITH JUNCTION BOX i.e.' NOTE: ri� I SIDING . • $ I i AP AT PANELS G SEE DETAIL A2/WP-3.00 FOR _ / Q H 5 , r I / .: WEATHER RESISTIVE BARRIER OVER TOP FLANGE,WRB DRAWN BY: JL, SH, JR ! AI / I / UNDERNEATH BOTTOM FLANGE / LAP DETAILS 3 INSTALL SIDING IN MODERATE CHECKED BY CRM 1 CONTACT WITH WOOD TRIM 4 RE:A3/WP-3.04 WEATHER RESISTIVE BARRIER I $ • SCALE: AS NOTED • I 110° I 1 4" NOTE: 1 .. 4" I HEAD FLASHINGS TO HAVE END DAMS I I s '� NOTE: original sheet size 24 x 36 EXTERIOR SHEATHING • I I BATTEN • / SEE DETAIL A2/WP-3.00 FOR 1 d 110 I 110°_,1 WHEN FLASHING LENGTH IS >6 I ° LAP DETAI SESISTIVE BARRIER I-.IBER CEMENT LAP : I€ + k)R SHINGLE SIDING I I i „ i PROJECT NO: 2010.P33940DCS I I / - 1 \ / I 0 , NOTE: SHEET NAME: �/ /., ,i/ • HEAD FLASHINGS TO HAVE END I \ CLADDING WP DETAILS NOTE: 1 „ Aft HEAD FLASHINGS TO HAVE END DAMS - SHEET NO: C4 SOFFIT @FIBER CEMENT PANEL TRIM BOARD @ SIDING TRANSITION WHEN FLASHING LENGTH IS >6" C2 LIGHT PENETRATION @ FIBER CEMENT PANEL C1 JUNCTION BOX PENETRATION @ FIBER CEMENT PANEL WP WP-3.00 SCALE: 3 -1 -0 ARCH REF: WP-3.00 SCALE: 3 -1 -0 ARCH REF: WP-3.00 SCALE: 3 -1 -0 ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: 3.00 1 1 EXTERIOR SHEATHING \ :, :.. .. EXISTING WALL EX N G AL _ ' STUDS PER STRUCT. ■WEATHER RESISTIVE BARRIER LAPPED T T T T T T ;'`,: '-'J... 1"SHEATHING PER AIN INSULATION&VAPOR f `' `f STRUCTURAL W/METAL HEAD FLASHING; SEAL W/ RETARDER PER ARCH ' : :r NON SKINNING BUTYL SEALANT �i '�, , ;��,-• .:�`_.;-�� ::./- ,: .:�� • t' f: O �1 EXTERIOR SHEATHING ` ce 24 GA. BAKED ENAMEL METAL FLASHING / DO NOT ATTACH ` `' ' ~ 1 a T SHEATHING . ��` ``��` Ai"OS G 3 © ;f ` EI DORADO CORRUGATED PLASTIC f. il I WEATHER RESISTIVE BARRIER LAP �� ;'.:: '" ' .. .:r`, z• VERT. BATTEN W/INSECT SCREEN ONLY. ` `' BATTENS @ 16 O.C. FASTENED AT o 1 I 1 11 r �, AROUND CORNER 12"EACH SIDE 1 SIDING FASTENING \��`� �;: r ,f `f' .. ° ..........:.. SHALL PENETRATE ` r. ='` +`' :,.,_,:iii- ` , STUD FRAMING W/NAILS PER w �, Z Z..........LAP SIDING W/STARTER STRIP f ' f �= o c?ri ::' .>',:=<:: { MANUFACTURER REQUIREMENTS AT �e�. V i 1 � J NTO STUDS _ � - ;; .' � �� D �• _ 't _ 12 O.C.AND 1 FROM EACH END OF cn o0 0 r' o I • UCT L {,. .o� STRUCTURAL f, f``Ai101 REINFORCE CORNER W!(2) �'— :=-`.lf :``.:>'. '_:!; EACH PIECE >- d- �- W = 1 A `,LJ ` 24"PIECE OF WEATHER �■■�i�C / FRAMING, OR .'`:-'; .'.`:': ' ` ® Q Q o BLOCKING ;' - :: - WEATHER RESISTIVE BARRIER: w ,o �. BUTYL SEALANT i / '- '`': J o f WEATHERMATE PLUS BY DOW w ° v BLOCKING SHALL '� +.�t'r;''.� >- z ERT. BATTENS .... / : . V REINFORCE CORNER W/(2) � ... ""f::,.: � W `� .. O W : W U / 24 PIECE OF WEATHER I BE INSTALLED '•. : •'`-_: ,:-•�' ;_,;::_ • ::�::��.... � tel � ,� v, HOSE BIB I .,. - WHERE REQUIRED tp 1 RESISTIVE BARRIER / 401PrP FI BER CEMENT LAP SIDING z IA1III P SIDING' —' ®� — ——�—— .— WEATHER RESISTIV i STALL SIDG W/NAIL SPACE CORNER 12// EACH SIDI I / PPROVED CORROSION RESISTANT >' •I / WHETHER '` ,`\� NG W!NAIL I A FASTENERS @STUDS AND PER :<_+\1 '{- r .• REQUIREMENTS OF ES LEGACY ="'/ A3 - .0 RE: /V1/P 3 4 REPORT NE -405 I ! 1 CD ' SPF WHITE WOOD TRIM; FULLY S I • — 1 _ • IAA14: : SUPPLEMENTAL PRIME ALL END CUTS IN FIELD �— `y ,, INSTALLATION 1 ' `'t'` ` :''` INSTALL INSECT SCREEN AT WEATHER RESISTIVE ��I I %�� %' LAP SIDING BARRIER UNDERNEATH "� ' - � INSTRUCTIONS ' , ��:--'t,:`` '�� :'''•f := ALL HEAD FLASHING AND BASE TARGET FLASHING • / 5/4 x4 SPF WHITE WOOD TRIM; FULLY VERT. BATTENS © CONTAINED IN ' r::: ;'`};-` <' WALL CONDITIONS ® IL - TECHNICAL 4 PRIME ALL END CUTS IN FIELD; BARK .`. , : *PRIME CUTS OF SIDING IDI G e e BULLETINS MUST �±:: ,''�:� S I SIDE OUT(TRIM SIZE IS SHOWN .::` ' 1 1 110° NOTE: © BE APPROVED IN ;`:f,<``:''r�'' ` EXAGGERATED TO INDICATE I 1. ALL SEALANTS TO COMPLY WITH `f STARTER STRIP RELATIONSHIPS T WRITING BY THE ' =':::•=`.� CORRECT O . . LOCAL BUILDING CONFIGURATION, GEOMETRY,AND SUBSTRATE CONF RA G _ NOTE: I / FRAMING, BATTENS AND SIDING OFFICIAL 1 NOTE:ALTERNATIVE DETAIL NOT 0 ASTM 1193 2009/ REQUIREMENTS OF S M C 2 HEAD FLASHINGS TO HAVE END DAMS MATERIALS) 1 SUPPORTED BY INSTALLATION > I - 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR ARCHITECT PRIOR WHEN FLASHING LENGTH IS 6" INSTRUCTIONS HZ-10(APRIL 2009)OR - TO INSTALLATION INSTALL SIDING W/NAIL SPACE PAINTING NER-405(APRIL 4,2004)MUST BE II ►► 1 c ) TO WOOD TRIM A APPROVED IN WRITING BY LOCAL A4 HOSE BIB PENETRATION A3 OUTSIDE CORNER @ LAP SIDING 3 A2 INSIDE CORNER @ LAP SIDING Al LAP SIDING BUILD UP BUILDING OFFICIAL WP-3.01 W P-3.01 W P-3.01 S W P-3.01 SCALE: 3 1 -0 ARCH REF: SCALE: 1 -0 ARCH REF: .SCALE: 3 1 -0 ARCH REF: SCALE: NTS ARCH REF: SC 3 C EXTERIOR SHEATHING \ EXTERIOR SHEATHING 01 i N ..._ .. .. EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER; LAP O/HEAD FLASHING 0,9 EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED -� • / SEAL WITH NON SKINNING BUTYL SEALANT W/METAL HEAD FLASHING; SEAL W/ I II,' ,4‘ NON SKINNING BUTYL SEALANT WEATHER RESISTIVE BARRIER VERT. BATTEN / WEATHER RESISTIVE BARRIER; LAP O/HEAD �• .._.. FLASHING&SEAL.W/NON SKINNING BUTYL SEALANT • / • BATTEN ii i / 24 GA. BAKED ENAMEL METAL FLASHING / - : LAP SIDING W/STARTER STRIP VERT. BATTEN ' SHINGLE SIDING I ` / VERT. BATTEN W/ 24 GA. PRE-FINISHED METAL ' INSECT SCREEN s• .. • 24 GA. PRE-FINISHED METAL III I / HEAD FLASHING W/END DAMS INSECT SCREEN I HEAD FLASHING W/END DAMS / t i • ' LAP SIDING W/ ' , I / LAP SIDING W/STARTER STRIP STARTER STRIP I � EXPANDING FOAM TAPE / INSECT SCREEN ' . : I INSECT SCREEN I , • 24 GA FLASHING I Li I I, / 24 GA. PRE-FINISHED METAL BRACKET �'`N I / JUNCTION BOX I ► - FLASHING; SECURE W/MIN 4 PANCAKE HEAD i / / CEDAR BLOCK, PRIMED ALL 6 SIDES,&SET IN t SCREWS; FLANGE SHALL EXTEND PAST FACE t �' A % SPF PRE PRIMED BELLY � / :.• !IlLi •G � NON-SKINNING BUTYL SEALANT _ �lip 4 / cm OF CLADDING TO ALLOW ATTACHMENT OF i .•• BAND; BACK PRIME ALL CUT Zo 1111 / SHROUD AFTER CLADDING IS INSTALLED EDGES INSTALL BARK SIDE CONDUIT / /OUT FASTEN W/ 2 16d GALV , LIGHT FIXTURE P • .. NAILS EACH STUD; SET TO / • / 24 GA. PRE-FINISHED METAL VENT ,. @ e FIBER CEMENT LAP SIDING INSTALL WITH MODERATE _ _ ��FLUSH SEAL AND PAINT CONTACT WITH JUNCTION BOX ' 0 — '' SHROUD,SECURE W/CLOSE ENDED i i ` NO. DATE ISSUE — •: t� �/ POP RIVETS, (2)EACH SIDE ti:QUICK FLASH P-50, LAP WRB I HEAD FLASI-ZINGS TO HAVE END DAMS i� I/ 1 07.27.10 FOR BID in I / VER TOP FLAN E WRB � 3 FIBER CEMENT LAP SIDING INSTALL W/NAIL I/ 9 O G WHEN FLASI�ING LENGTH IS >6 i FIBER CEMENT LAP SIDING INSTALL / - ' 110° UNDERNEATH BOTTOM FLANGE .. �! SPACE TO JUNCTION BOX / WITH MODERATE CONTACT WITH • / , co 08.13.10 FOR PERMIT y• RE:A3/WP-3.04 ■ co / UNDERSIDE OF FLASHING ` © I / r� 1 T • / 18 x 18 PIECE OF 30 MIL EPDM TARGET il !p :.. A 09.23.10 REVISION • • 4" IBER CEMENT LAP SIDING INSTALL WITH MODERATE FLASHING, CUT HOLE FOR 4" r PENETRATION N L T •/ ~/ I / CONTACT WITH JUNCTION BOX O & AI O SUBSTRATE NOTE: / .BATTEN 110° SEE DETAIL A2NVP-3.00 FOR ' / FLASH AS DETAILED•z WEATHER RESISTIVE BARRIER 110° QUICK FLASH P-50, LAP WRB /... i LAP DETAILS , OVER TOP, LAP BOTTOM I / WEATHER RESISTIVE 1111.1•1 4 3 . � -� FLANGE OVER WRB BELOW BARRIER UNDERNEATH / RE:A3/WP-3.04 TARGET FLASHING •NOTE: n NOTE: I • - NOTE:• HEAD FLASHINGS TO HAVE END DAMS r WEATHER RESISTIVE I / HEAD FLASHINGS TO HAVE END DAMS �� 6"� WHEN FLASHING LENGTH IS >6 I \ •�� BARRIER UNDERNEATH SEE DETAIL A2/WP-3.00 FOR WHEN FLASHING LENGTH IS >6" - 2 / \ WEATHER RESISTIVE BARRIER TARGET FLASHING .. - LAP DETAILS B4 BELLY BAND DETAIL B3 JUNCTION BOX PENETRATION B2 LIGHT PENETRATION B1 VENT PENETRATION WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 M SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=l'-0" ARCH REF: III ai EXPANDING FOAM TAPE ll 1• ! I PLAN SECTION AA EXTERIOR WALL SHEATHING W v! rt II I I ` WEATHER RESISTIVE BARRIER, LAP ,1 P W W �� I �\\\_\∎\_\\\-\\ ' EXTERIOR SHEATHING i 1 EXTERIOR SHEATHING OVER FLASHING AND SEAL WITH NON/ SKINNING BUTYL SEALANT 0 G WEATHER RESISTIVE BARRIER, 2x6 SPF PRE PREMED BELLY BAND; BACK jt/ ii I?��il��i�� iiii / r ,PRIME ALL CUT EDGES INSTALL BARK DE J I I ij,iia TO FLASHING WITH NON SKINNING WEATHERMATE PLUS WEATHER v 0 LC) .• ` / BUTYL SEALANT RESISTIVE BARRIER M SKINNING BUTYL SEALANT OUT FASTEN W/(2) 16d GALV NAILS @ EACH C li / I / STUD; SET TO FLUSH SEAL AND PAINT I I / WEATHERMATE PLUS WEATHER t� � � BATTEN - • / •• ` BATTEN RESISTIVE BARRIER LAP SIDING W/STARTER STRIP I II / / W L Q W C •P SHINGLE SIDING I!! ■. �/—�Ar/-� FIBER CEMENT VERT. BATTEN W/INSECT SCREEN 24 GA. BACKED ENAMEL ■ ,� - 0) I 71 ' LAP SIDING METAL FLASHING I / V 2 0 f" —a WEATHERMATE I / � 1 SEALANT / LAP SIDING W/STARTER STRIP VERT. BATTENS W/INSECT SCREEN ` I• / 1— co STRAIGHT FLASHING / ' / i �� / 1- I / I TRIM BLOCK (,n• INSTALL INSECT SCREEN AT EXPANDING FOAM TAPE / -U / / (n BOTTOM OF BATTEN SYSTEM ,1.1. ;t'A i / TSELF-ADHERED WEATHER / IS.,,Pis , T RESISTI VE BARRIER / / EPDM OR FOAMED I 24 GA. BACKED ENAMEL I / / ' EXPANDING FOAM TAPE POLYETHYLENE SILL SEALER /METAL FLASHING �'/ „ FIBER CEMENT I / I t / /I I / 4 2X6 SPF PRE PRIMED BELLY BAND; BACK /SOFFIT O/BATTENS / 24 GA. BACKED ENAMEL ��i�._,� /II BATTEN I I 110 METAL FLASHING PRIME ALL CUT EDGES INSTALL BARK SIDE — ∎4., .. OUT FASTEN W/(2) 16d GALV NAILS @ EACH i 1 t I I i / / EPDM OR FOAMED STUD;SET TO FLUSH SEAL AND PAINT , � 1" 2X SPF PRE PRIMED BELLY BAND; l' .I I / J / / D BACK PRIME ALL CUT EDGES ° //� I A / A 11.. 4 ,P POLYETHYLENE SILL SEALER I NSTALL BARK SIDE OUT FASTEN W/ I I / v;,``' 2X BELLY BAND ► (2) 16d GALV NAILS @ EACH STUD; -% . ■ 4 4—.id RIDGE BRACKET �� ' 2X6 SPF PRE PRIMED BELLY BAND; BACK SHEATHING IS NOT TO SET TO FLUSH SEAL AND PAINT �,, I / 1" �' PRIME ALL GUT EDGES; INSTALL BARK SIDE COME IN CONTACT W/ ' / a ■ ill OUT; FASTEN W/(2)16d GALV NAILS @ EACH CONC AT SILL PLATES FACE OF SIDING BEYOND I / . STUD; SET TO FLUSH SEAL&PAINT Z DRAWN BY: JL, SH, JR• - '%//—//// EXTERIOR SHEATHING . CHECKED BY: CRM 11M11101000. I / EXTERIOR SHEATHING IS NOT TO COME IN SCALE. AS NOTED %.�.��r�� 4 CONTACT W/CONCRETE SELL PLATES-td ►�� WEATHER RESISTIVE BARRIER i / @ 1 T 4 III. / ' ' • �� 4" FINISH GRADE, SLOPE AWAY TRIM BLOCK PER ARCH _ I FROM 5% MIN FOR 10'-0" • original sheet size 24 x 36 A a 4., AM FIBER CEMENT LAP SIDING INSTALL WITH I 110 FIBER CEMENT SOFFIT PANEL INSTALL W/ MODERATE CONTACT WITH TRIM / . 110° f _ ;-. PROJECT NO: 2010.P33940DCS NAIL SPACE TO WOOD TRIM I / 4 4 a _ IN LJ RI / _ GRADE •I 3/4"x 3"TRIM O/BATTEN 1 3 ii SHEET NAME: / I I, BATTEN I / ,,, CLADDING WP DETAILS NOTE j 2 1 LAP SIDING O/VERT. BATTEN HEAD FLASHINGS TO HAVE END DAMS SHINGLE SIDING 4 SHEET NO: C4 TRIM @ SOFFIT WHEN FLASHING LENGTH IS >6" C3 BRACKET AT SOFFIT C2 BASEWALL @ PAVEMENT ��. C1 BASE WALL CONDITION WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=l'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP 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 z :i 12 0 • FROM EPDM.WEATHER LAP WITH F_, . .. , . . :�-----. .: : SLIT IN WEATHER OTHER FLASHING COMPONENTS TO OVERLAP . . . . :, BARRIER SHED WATER SEAL PENETRATION TO _ ARE HOLE PENETRATION I W RESISTIVE BARRIE 12" BUTYL ill : SEAL I .:,.......:.. _, A. FLASHING WITH SEALANT. 1 �� _ oo p• iiii i SEAL WEATHER RESISTIVE BARRIER u lily:..:: iii I 12 ::.:::.. N `��'�� SEE DETAIL B2iWP3.02 HOLE FOR PENETRATION 6" �� w . BIB TO FLANGE WNVEATHER 1 d- z RESISTIVE BARRIER TAPE . CUT 60%OF DIAMETER OF u 0 0 0 PENETRATION FOR SNUG FIT 101 °O W■■...._ Elm SEAL FLANGE �■ �+ _ Q C3� o u e Ln PRE-FABRICATED DRYER VENT �—_ Q o JOINTS W/TAPE LOUVER ASSEMBLY WITH SWING TYPE 111 . % I_ ^ Z .c /11 -lit aC w LO BIRD SCREEN. SECURE o J ui .o 17 Cc ( O w( N� O n '/ \ W N N U 2 .WITH MIN.4 PANCAKE HEAD SCREWS. \ : ROUND HOLE PENETRATION 6 SET FLANGE IN BED OF SEALANT. o T W Al—12"X12"PIECE OF 30 MIL EPDM CUT BUTYL c� I I . z I _. 4 OVERLAP .. '� ERLAP :;� 4 OVERLAP HOLE FOR PENETRATI N. NAIL T sEAL I - O O J ilk''° ° SUBSTRATE 60%OF DIAMETER SIZE I >. :f'0 CLADDING SYSTEM FLASH @TOP EDGE 6 O.C. I I I CV CV 1 ili I � REINFORCE CORNER WI ... I 24 WIDE CONTINUOUS :r HOLE FOR PENETRATION CUT I• 1 60%OF DIAMETER OF ..---- ifi` � NETRATION FOR SNUG FIT �4 •• •. 5/4 SPF PRE-PRIMED I I LAP TARGET FLASHING OVER WEATHER SIDING SEAL BOTH NOTE: — I SIDES WI SONOLAST � � RESISTIVE BARRIER 150 I 1 �� WHEN PENETRATION IS 3/2 DIAMETER • Q OR LESS, USE 12 X12 FLASHING I SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS >3/2", „ AT SIDES AND HEAD OF BRACKET. INCREASE FLASHING SIZE TO 18"X18" 12" WIDE COONTINUOOUS W.R.B. SEAL ALL PIN-HOLES W/SEALANT. FIBER CEMENT LAP SIDING INSTALL W/NAIL SPACE TO LOCK ON SHROUD COVER WOOD TRIM INSULATION NOT AFTER CLADDING IS INSTALLED SHOWN FOR CLARITY 3 IA4 '\� MULTIPLE � TIP LE PENETRATION FLASHING A3 VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE IA1' \ LAP SIDING BUILD UP • 1 WP-3.02 �._ � ,� WP- .0 ,�_ � �� , SCALE: - 3 2 WP-3.02 SC E: 3 -1 0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: SCALE: 3"=V-0" ARCH REF: WP-3.02 SCALE: 3"•=1'-0" ARCH REF: f 4" 3 VIF --,-- SINGLE PIECE COPING FOR LENGTH OF r • PRIVACY WALL SEAL W/1 PART -, ci SQUARE OR ROUND POLYURETHANE SEALANT PENETRATION FULLY SEALED AND 41111* : <RIVETED END CLOSURE _;', 1 STEP 1) ---�--- Q, PLACE WEATHER RESISTIVE BARRIER APRON WITH 'U'CUT; FIT TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING WI 16" POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) LA--4247GA FULLY SOLDERED G90 PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO �,, GALV METAL SADDLE �/ '/ PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW ' / STAPLES — �- / NO. DATE / _ ISSUE . .. .... . . to0./ . / _ z i/B3 SADDLE FLASHING PONY WALL @ /// 1 07.27.10 FOR BID PRE-FINISHED METAL CUT BACK HEM ON S•LICE WP-3.02 SCALE: 3"=1'-0" ARCH REF: /// }/// COPING CAP SEAL 0 PLATE TO FORM TIG FIT / / N A 2 08.13.10 FOR PERMIT ,� SEAL W/1 PART POLYURETHANE / , PIN HOLES COLOR . PER ARCHITECT / / / ---777/// CLOSED END 4 2 f / // 09.23.10/ _ REVISION PREFINISHED RIVETS . , NOTE. //////// , / / / SEE Cl WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET 16" STEP 2) PLACiE \3O IL EPDM APRON MIL R O 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 W B5 COPING CAP PONY WALL WEATHER RESISTIVE BARRIER A MIN. OF 4" @ B4 FLASHING SPLICE DETAIL B2 lJl BIB FLASHING SEQUENCE WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: EXTERIOR WALL - al SHEATHING PER STRUCT A (2)LAYERS$"EXTERIOR - - /� 3 w � 0 � GYP SHEATHING PER ER BATTE W/INSECT SCREEN CLOSURE � � l � �I� ARCH 24 GA COPING, TONGUE CLOSED W W V Q WEATHER RESISTIVE BARRIER, SEAL OVER DOUBLE CLIP SUPPLY 1.1 0 1 • I ` / „ I WEATHER RESISTIVE BARRIER � � � 'i TO FLASHING WITH NON SKINNING I �•: . ' .�.+ I 0 4) I , BUTYL SEALANT In LAP SIDING O/VERT. BATTENS � .. I \ WEATHER RESISTIVE BARRIER M ilo N • I \ LAP SIDING LL r• 1 STARTER STRIP W LI.J 2 ∎ EXPANDING FOAM TAPE _��-�P/AV-/�A-AI/� ��I 0)2!i \ \ 24 GAMETAL FLASHING 24 GA. G-90 GALV. 2 0 U) ,- I-, ........../.... NAI CONTINUOUS CLIP EPDM FOAMED I _ �^/. / 1 POLYETHYLENE (I), iiila.El■- _ i i rd SILL SEALER ,. - A •.` 1 . - HAND CLOSE OPEN HEM a 2X6 SPF PRE PRIMED BELLY BAND; 11„ I `: I BACK PRIME ALL CUT EDGES " ;' 1�� DECK FRAMING 2 I •„s.�:.; • r. • 6 •INSTALL BARK SIDE ! r STALL IDE OUT FASTEN W/ I :..: , , . I PER STRUCTURAL Ts' I :•..-:::..:: �• • .�-•� a a) (2) 16d GALV NAILS @ EACH STUD; ® SET TO FLUSH SEAL AND PAINT I `: • I LAP SIDING• I ... I . PER STRUCTURAL 2 x 4 2 x 4 VERT. BATTENS l SHEATHING IS NOT TO I .• I 0 iLT &; °ES 4 ' SLOPE 5/o AWAY BARRIER 4 ° • FROM BUILDING I • I I I 1 : =L: JR 1 1 a ( . : - I I�' RM •: 4 �J I : Thg:;RA::H.......... :f. original sheet size 24 x 36 © I t. .. I :.. . NOTE: \ ... : . COPING COVER TO BE FORMED OF SINGLE•a 1.....1 10° I I I . : CONTINUOUS PIECE AT PARTY WALLS;Q } REF-B5/WP 3.02 FOR END CAP PROJECT NO: 2010.P33940DCS a = ::F., I .4 _ � I a _ I I SHEET NAME: '''.7 /...f_ 1 I CLADDING WP DETAILS 1' C3 PONYWALL FOOTING AT DECK �� PONYWALL AT DECK LEVEL Cl PONYWALL AT DECK SHEET NO:illik WP-3.02 SCALE: 3"=1'-0” ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: V V 3.02 _______ 1 . t >1111Hil tn.l...! ! r.:-.- .1-'3.. °Eici c):!:!.5- _1 i L_ BATTEN/STUD BEYOND LAP SIDING 0/VERT. BATTENS ' NIII111114 I i / / - V r - ...w._„.:,... . _ ., ,.,: 4).. WEATHER RESISTIVE BARRIER LAPPED / 0/U-BIB W.R.B.TARGET FLASHING; SEE A2NVP303 FOR DETAIL IZ.., I pSEQNUEATRRAE OnRoRNOUND Zo 1 • r i I 0 _.- ,.„ 1 I / z WEATHERMATE I It26 GAUGE BAKED STRAIGHT FLASHING Zo 21 • ENAMEL COIL STOCK --• 24" I.- .1 1 ! — FLASHING CENTERED A A CONT. INSECT SCREEN z , STEP 1) BEHIND SIDING JOINT. A II II VAIIIIIM%I// -- i 1 1 ' PLACE WEATHER RESISTIVE BARRIER APRON WITH'U'CUT; FIT 4 L I c• Li" a .,.,,,.,, ..:::,::.,.. ce co : 1-11- :4: uj 1 COLOR TO MATCH 4:1- ■,,,. • ---,, SIDING COLOR L..-------- 16" ----..-1 1 -,,,,,. \ --, 0 1 - i TIGHT AROUND PENETRATION; SEAL TO SHEATHING W/ POLYURETHANE SEALANT EXTEND 12 BELOW PENETRATION . STEP 3) = PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO —1 1--- _ ,_ T . i /1 • PENETRATION; OVERLAP BOTTOM APRON BY 4 ATTACH WITH A FEW STAPLES —1- z --, • -,, zt -.... "Ts' \ 1 . . . . . . . . . . 7:r;:-.,-:,?,.'::.'„,',.'....:.':.'''.:'"'''.41-:::.:'.:'.'.'...'...::f..:',....v:"...:...::..::"........•'.-:,"-.....- -/ BUTT JOINT DO NOT 1 I .....................I i'D 3" 3" SEAL / • / 1 . " • . . . . Pr . . . . //lit • Liv - .,.................... . // • it/ .... .. .. / 3,r-11-- ELEVATION VIEW SECTION VIEW 117/// . . . . . . . . I 1 • EXPOSED BEAM PER STRUCTURAL LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE r' ..- 16" z FEASIBLE. IF SIDING BUTT OCCURS OFF STUD STEP 2) '..- PROVIDE 12" LENGTH OF BATTEN MATERIAL BEHIND PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT Le-- 24" ----g•I WALL FRAMING PER STRUCT. INSULATION,VAPOR fia BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. 1"SS SCREWS ABOVE AND BELOW SIDING COURSE. ik &ATTACH W/A FEW STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& AROUND PENETRATION OVERLAPPING LOWER SECTION OF WEATHER I 1 A4 LAP SIDING BUTT JOINT FLASHING A2 U BIB FLASHING SEQUENCE RESISTIVE BARRIER A MIN.OF 4" Al BEAM TO WALL WP-3.03 SCALE: 3"=-V-0" ARCH REF: WP-3.03 SCALE: 3"•=1-0" ARCH REF: WP-3.03 SCALE: 3"=V-0" ARCH REF: I i , ( HARDIE PLANK •" ID .1 :' T S / I / INSECT SCREEN CLOSURE A -----, i WEATHER RESISTIVE BARRIER LAP 0/ Mi VERT LEG OF HEAD FLASHING&SEAL _.Fi ,....v4W/NON SK INNING BUYTL SEALANT • • • 41q1N441c1 1 •I I ! 1 ;1- 10AA0411 24 GA. PRE-FINISHED G-90 GALV. METAL , r—•—•- SADDLE -1----,-,« HEAD FLASHING 1 STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE / 1-114" I ? It 1 I ; I .1 ■ STEP 1) Y2"GAP STARTER STRIP STEP 2) STEP 3) BARRIER OVER UPPER SADDLE FLASHING AND II PLACE WEATHER RESISTIVE BARRIER APRON I k INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, AROUND HSS BEAM PENETRATION NO. DATE ISSUE WITH'U'CUT; FIT TIGHT AROUND HSS BEAM; \ BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. OVERLAPPING LOWER SECTION OF WEATHER 1 14(111 I i I SEAL TO SHEATHING W/POLYURETHANE 3 BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN RESISTIVE BARRIER A MIN. OF 4" SEALANT EXTEND 12"BELOW PENETRATION -111 -' / 1 ROD&SEALANT BETINEEN BEAM &SADDLE SADDLE&BEAM .. .4- I k 1 07.27.10 FOR BID ..... .-.-.-.-. ... , f row,repoo i _ -------- BACKER ROD 2 08.13.10 FOR PERMIT • • • •••••• .-...-.........-.-...-.-.-.. vcillA . I ... ........... &SEALANT •••••••••• \\. EXPANDING FOAM TAPE BETWEEN . •. • • ,,,, - ••••••••••- ........... •••••:•••.:•:'::::::..:::.:: . ••,:•.,.•.••••..... ------•• 414 .......... ......... ') .. •••,.......••••••••••• .•:•••-•••••••••• METAL FLASHING&TRIM 09.23.10 REVISION : •••- SADDLE •••,••••„•••••••••• -• ol , : .-.-.-.-.-. •••• d •... •••,•••••••,,,•.•...••••• ..... •••,•• .••••••.,..,••..•••••• -• •••••• ••,:••• ••••••••,...•••.. ,11 1 ....„.. ........... •••••...... ........... 2 X 6 SPF TRIM PER ARCH BACK 1411.1._. . .............. p. NAR, ......,•.,, ,,,. •.•.•...,...••• ...................... ............. ,..._ i‘iiirMillis "•••••••••••••-:•••• ''''' ---' I :-:-::::-: 16d GALV NAILS @ 16"0.C. ;SET glik rrnammArAw,w,Arm-m-mm,rm.e. ,■. A .............. ,„ ..,..:. ........ ,..„,.. , ••,•t. TO FLUSH SEAL AND PAINT ,.,,,..,,. „ '.-\,.:••••..:i c::::„---1 •:':':::•...• 4" \,., -) ....1: M I N .. . ,..N 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"=11-0" ARCH REF: WP-3.03 SCALE: 3"=V-0" ARCH REF: WP-3.03 SCALE: 3"=V-0" ARCH REF: V as LIJ U) 0 ad, LLI III ce _,-- sk WOOD POST W/CB Ct 2 c: BASE PER STRUCTURAL + ° 0 (I)" g 0 DRAWINGS rt I 11- Cr) "0 FRAMED WALL ,, ,ffi U) 1- L- 2-PIECE CORROSION 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER CORNER ------N Lil z_ m CIS 0 COUNTER FLASHING FLASHING SPF TRIM PER G > - U) I= .1— -,...„.... 6" ARCH C.) TURN DOWN EDGE OF FLASHING -)‹....,.. ____ + 0 w 2 INTO SAWCUT AT BEAM ON ALL 4 6Q _< TURN DOWN EDGE OF FLASHING ,,----- ...„....>< -'. . ._,. .,.. ,..,.....7, EPDM GASKET SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 A...„4111 ... SIDES, SET IN SEALANT U.) EXPOSED WOOD .....„-„,„ EXPOSED WOOD , ,,. ,. III ,- 4" BEAM ,,,--- --' .,..„--"' < ,„..,- c :r BEAM I\ "--,,,. %1 tio‘----' „,-"- ,,,..., 1 / \ ,„.„,„, i \ --,:( -.0. :,--- -----, 2" . • _ / . C \ CONCRETE FOOTING < • \ \ , ,kMIN . . \ III:: PER STRUCTURAL ...- a • ..' -- li \ / / . • • 4 • • A • iI . -- 4 4 IN \ / 1 • 4 . . • .< Co } 1 Ss -----‹ „ GRADE . • r -.. 14,..-------- \ ,„,..,, 01°' 4 . < • . • . • <1 DRAWN BY: J L, SH, JR ,,,- 1 ,..,...,.., , 4 4 ' . • • -- 4" \ , ,.„ ,,, • ,6 --- \ „„„.„...,„„ , -. • 4 • • zr-1 CHECKED BY: CRM II' LAP COUNTER FLASHING MIN 2 OVER BASE , . < •• -- , . . . . . FLASHINGSET IN NON SKINNING BUTYL SEALANT TAPE •k • . SCALE: AS NOTED FASTEN WITH CLOSED END RIVETS LAP COUNTER FLASHIN16 MIN • . 2"OVER BASE FLASHING • 4 . . .• FULLY SOLDERED SS < original sheet size 24 x 36 } . a • . •4 • I BASE FLASHING CORROSION RESISTANT • . a • • • 4 BASE FLASHING • . •• 1 • • • FLUSH CONDITION • . • /I PROJECT NO: 20 10.P33940DCS . • FRAMED WALL r - CORNER 1 SHEET NAME: i CLADDING WP DETAILS CORNER CONDITION i SHEET NO: C3 BEAM FLASHING C1 POST BASE DETAIL WP-3.03 SCALE: 3"=1-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP 3.03 WEATHER RESISTIVE BARRIER O/QUICK - ,h? 0 FLASH PANEL Ce Z I o P. , 4 ,4.. L1J < II J v, QUICK FLASH PANEL S 0 N 0 BUTYL SEALANT 1 ° w =vlats) aQ aIA ce ,.,:::::,::„:„:::,:. _ ,_� � ^ � Z `O �' cC w w LI V oc J -- ---- W r., ••N � U of , .N.,. 1:: O w W U u BUTYL SEALANT i ? p _ ...--!A --,,,,,::::::.::::e. : . ..,.... :. QUICK FLASH PANEL 1 0 .,,...---:" -------w r,." WEATHER RESISTIVE .7 _r "f i= �� BARRIER UNDER I ......- �.-��. j �, QUICK FLASH PANEL 1 V 1 1 1 / NOTE: WHEN PENETRATION IS GREATER THAN 4"0, USE EPDM FLASHING; SEE DETAIL A2/WP3.02 3 A4 DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: TP-3.04 �WP-3.04/ SCALE: 3 -1 0 ARCH REF: SCALE: 3"=1'-0" ARCH REF: 1 I 1/ I 1 ' . • hNL I '*4k OVERLAP CORNER BY 12" i EACH DIRECTION III II ", •. CORNERS W/34 WIDE CONTINUOUS W.R.B. " I I I hi I I I I ii.. / ` VERTICAL BATTEN . FIBER CEMENT LAP SIDING ► Wit. INSTALL W/NAIL SPACE TO WOOD TRIM I rANNE' /1111Iiiii I 1. OM : NO. DATE ISSUE I n n I In ell 1 07.27.10 FOR BID &OW V.7 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 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-71 DETAIL 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: CV W Cn � � W W Q o% 2 _c oC 1 V ® 45 175 ° C I 11- M -ci r IL)W Z ., o W c 1 2 v � 2O u, , Cn i \. } i '\ DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 J PROJECT NO: 2010.P33940DCS SHEET NAME: CLADDING WP DETAILS Alak SHEET NO: C4 DETAIL DETAIL C2 DETAIL C1 DETAIL 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 g :l INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER 0 13e z o _ \\° FASTEN FLANGES \ `�° J . PER WINDOW N ° MANUFACTURER z ° °'�., ° APPLY A FULL REQUIREMENTS \e\ N w •d- Z BEAD OF SIKA o p z LASTOMER 511 . ° \ cn oo p o Cal 0 „,, ... �, BUTYL SEALANT TO o` - ..... . 0,.). \ I S >- ° w = • ::. HEAD&JAMB INSTALL WINDOW, \ \ ¢ Q °o............. FLANGES ° INSTALL 12 WIDE FLASHING FROM ^ .o ? WEATHERMATE PLUS WRB STAPLE `.: w cc w ONLY TOP EDGE WITH MIN. SS 1" �F ::;.r::•:. ® N �+ z CROWN STAPLES WITH MIN 1/2" ^��O PENETRATION LEAVE BOTTOM OF �y� ............... 1 PIECE FREE FIELD FABRICATE AND INSTALL ,�D o A JAMBSILL PAN REF C3 AND C4/ �\� SEALANT BEAD OF WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO ° ` r °_° INSTRUCTIONS SEAL TO TRANSITION ::<:> ' fl_ It - .... CUT 1' SLITS TO ALIGN .. - WITH SILL AND HEAD + I A W WEATHERMATE +*..:: ::: NOTE:ALL CUTS, SLITS, PUNCTURES OR STRAIGHT FLASHING TO JAMBS, FOLD ..•:' BREACHES OF ANY KIND IN THE CONTINOUS INTO JAMB THE FULL WIDTH OF THE 1�. . SECTION AT FRAME A . . . . ... ......... WEATHERMATE PLUS WEATHER RESISTIVE WINDOW FRAME, LAP OVER SILL PAN BARRIER SHALL BE FULLY SEALED WITH END DAMS, EXTEND 3"ABOVE ROUGH INSIDE FACE OF WINDOW WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED INSTRUCTIONS TOE BEAD OF NON SKINNING BUTYL AND AT JAMSILL JOINTS NOTE: ' , LAP OVER TOP OF PAN FLASHING AND NO SEALANT @ SILL NAIL SILL FLASHING, PORTION OF REMOVE FLANGE 4 STRAIGHT FLASHING THAT OVERLAPS 4 WEEP TROUGH IN JAMSILL PAN 4 4 4 A4 SCALE: NTS ARCH REF,:,,,,, WP-4.01 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- WINDOW INSTALLATION WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 UENCE-STEP 4 WI Q SCALE: NTS ARCH REF: INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER I �� ADHERE 9"DOW WEATHERMATE �� \ EXTEND WRB BEYOND HEAD TO \� STRAIGHT FLASHING TO HEAD OVER `.° ALLOW FOR REQUIRED OVERLAPS NAIL FLANGE, EXTEND TO OUTER ��° EDGE OF JAMB FLASHING \ . 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'I :---•••• / FLASHING FROM STEP 6 g s4 rd INSTALL WRB LAPPED UNDER SILL - - I FLASHING I::, : , 4 , ., 1 1 oFd, NO DATE ISSUE VA.........4###,J....................... :..... ...: : : :: : /:.:::::::::-::-::-.: 3 09.9.10 REVISION 4 09.14.10 REVISION I 5 09.22.10 REVISION / /6\ 10.07.10 REVISION 4 4 4 4 B4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 8 HEAD FLASHING WP-4.01 WP 4. 1 SCALE: NTS ARCH REF: 0 SCALE: NTS ARCH REF: WP-4.01 WP-4. 1 SCALE: NTS ARCH REF: 0 SCALE: NTS ARCH REF: CO INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO w CO O 4) INSTALLATION BY SIDER EXPANDING FOAM TAPE HEAD FLASHING AND SEAL WRAP AROUND BOTTOM OF BUTT JAMB TRIM TO HEAD INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER PART NO. 1639042 TO BACK LEG WITH NON BATTEN SPACERS 4 TRIM W W Q \ it 2 ::::::: SKINNING BUTYL ce 0 0 \ SEAL SLIT AT END ° INSTALL HORIZONTAL ° SET HEAD TRIM 1/4"ABOVE 0 co INSTALL METAL � � �....\�..•:•:.: �, HEAD FLASHING WITH END DAMS -'\ DAM WITH NON \ BATTENS TO SUPPORT BOTTOM SLOPING SURFACE co INSTALL WRB, : : : \ ': := : :: :..: ° PANEL SIDING EDGES AS V) �' L- OVER EXPANDING FOAM TAPE \ EXTEND INTO HEAD :::..::` .:::::.:: .:.:.:.:::.:..:. . .::..: SKINNING BUTY _ OF HEAD TRIM(ON TOP OF NOTE: HEAD FLASHING SHALL ` : \ \ OCCURS END DAMS) w ® W a .-- FLASHING AND ..... :.:.: .. :: : :: S G SEAL ............. ........ � EXTEND FULL WIDTH OF WINDOW \ �\ Cn '� TO BACK LEG WITH NON SKINNING BUTYL �- \° '0 Nk ;:i :::.::::.:_...::::::::::::: ::::.. �i \e e- ` `�� SET JAMB AND SIL4 WITH NAIL SPACE TO�. .,.:•::::::: ::::: 'k - WINDOW FRAME:: ::: : :: i 1 . 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SHEAF TNAME: ALTERNATE WINDOW WRAP 4 e 4 4 SHEET NO: SEQUENCE 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: SCALE: NTS ARCH REF: WP-4.01 ' '"P 4.01 1 i INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATI N BY -o O FRAMER 4 -w, o Q oe \ o_ �_ \ Z ,o \o o O 0 0 _•� , o U \ \\ 1 \ \- O U in a o"' °� W u \ 44 ^ Z \ W � F: W � �r � `� � oC w :F: J J 'O 'O 17 d W r N N U 01A I— L N tl J FIELD FABRICATE AND INSTALL 1 ` " JAMSILL SILL PAN REFC38�C4/ ` :I:: WP4.02 FOR PAN FABRICATION Q k:: f INSTALL EPDM INSTRUCTIONS OR BUTYL BACKED \ -A AT SILL EPDM SILL PAN WHERE INDICATED _ =I: BY C4-WP 4.03 CUT SLITS TO ALIGN _A \ WITH SILL AND HEAD :: =_:= ;' ADHERE 9"WIDE DOW WEATHERMATE ADHERI ' IDE DOW WEATHERMATE 11 ' !.:::.` .='�;as;.. 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BREACHES OF ANY KIND IN TH'E CONTINOUS �+ `''`� JAMB SILL, LAP OVER SILL PAN END FLASHING WEATHERMATE WEATHER RESISTIVE DAMS, EXTEND 3"ABOVE ROUGH BARRIER SHALL BE FULLY SEALED WITH �► OPENIP�G HEAD AT EACH SIDE ~ WEATHERMATE TAPE IN STRICT ADHERANCE WITH MANUFACTURES PUBLISHED LAP SELF ADHERED FLASHING OVER © INSTRUCTIONS END DAM OF PAN FLASHING AND SILL FLASHING e A4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 1 A3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 2 JAMB FLASHING A2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 3 Al DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 4 .SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 <• INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER ADHERE 9 DOW WEATHERMATE INSTALL DOOR WITH INTEGRAL BRICK STRAIGHT FLASHING TO HEAD OVER ��\ MOLD WITH CONT. BEAD OF NON \ \ ':, NAIL FLANGE, EXTEND TO OUTER SKINNING BUTYL AT HEAD AND JAMBS \� \� \ INSTALL WRB PER A2/ ::..` .\�\ EDGE OF JAMB FLASHING \ BEHIND INTEGRAL BRICK MOLD \ .� .� WP 3.00 -:.:: ::.: :::':.:. TOOL OFF EXESS SEALANT AT JAMBS : :::::::'::'::': .. : :::::.::::. :.:::. :.�� ....:: :: ►:...::::. :.:::::::. :::::::::::::... .... ............. INSTALL HEAD SEAL WRB TO HEAD ••: •.:.:_._--:....:. .............. FLASHING FLASHING WITH NON '. :::..':.:`�:::::::::. ::. :::.'::.:\ SKINNING BUTYL • :: :'::.�.. •:::•. ............. .. SEAL WITH INSTALL EXPANDING SEAL WRB AT JAMBS TO ::::::: [::.: : LOW FOAM TAPE PART NO. JAMB FLASHING :-: :: : -I::::::�::::::::::: ::::::::: :::: PRESSURE FOAM SEALER 1639042 INSTALLED IN STEPS 3 { OVER BRICKMOLD :::::�:: AND 4 WITH CONT. BEAD :::::::::� PRIOR TO SETTING OF NON SKINNING HEAD FLASHING BUTYL I :I: ::t: :: NO. DATE ISSUE . ...... ... 1:::::�:::: :: 1 07.27.10 FOR BID ::-:::':::. :.: : : : : :. I::: �: :::: 2 08.13.10 FOR PERMIT ............. :. ::::: :: 3 09.9.10 REVISION SEE DOOR JAMB DETAIL DOOR FRAME I ::_ :::: :::: ::: : 4 09.14.10 REVISION �� FOR ADDITIONAL W/INTEGRALI:: �:::::::__::::::::: :::: MATERIAL INFORMATION BRICKMOLD 'I - 5 09.22.10 REVISION . BEAD OF NON SKINNING J T•_,_ BUTYL ON AT JAMBS AND - HEAD USE SUFFICIENT SEALANT FOR SEALANT TO BE e VISIBLE,TOOL OFF EXCESS e 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 ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: SLOPED CU BUTT JAMB TRIM TO HEAD w � � j WEEP'AREA PRE MEASURE TRIM CENTER SECTION INSTALLATION BY SIDER I� INSTALLATION BY SIDER I,\ W W -' INSTALL HORIZONTAL SET HEAD TRIM 1/2"ABOVE � - • . �- BOTTOM SLOPING SURFACE t , '�' 1' 1' BATTENS TO SUPPORT U O - _ _ o o OF HEAD TRIM {ON TOP OF �, M •• PANEL SIDING EDGES AS �, \ APPLY ABS ��L- OCCURS . END DAMS) !� uJ Z = ct L COMPATIBLE W 7�-� NON-SKINNING \ ° (n -� BUTYL SEALANT \ V I'® �•�� WHERE SILL WILL ��) \ A� \ \ � Ocn ® CONTACT FRAMING GLUE TAB AREA BOND WITH =� '� �� `\\ INSTALL BATTENS TO FULLY \ D I-- (ts TO FORM FULL BED PVC CEMENT PER CEMENT �e \ SUPPORT ENDS OF SIDING. �`.� \ o\ �^ ®o ' OF SEALANT MANUFACTURER AND v, / FIELD MEASU AND JAMSILL INSTRUCTIONS �� ` ASSEMBLE JAM L \� 1 1 PIECES TO FORM �� + N SLOPED ONE PIECE SILL WEEP AREA PRIOR TO INSTALLING IN OPENING � BACK PRIME AND INSTALL I j,, ,` SIDING WITH NAIL SPACE FOR TO DOOR FRAME � CONSTRUCTION 4 4 i I '' DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 1 !; PROJECT NO: 2010.P33940DCS SHEET NAME: DOOR FLASHING SEQUENCE 4 0 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 C1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 10 SIDING WP-4.02/ SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: V V f- 4.02 WALL FRAMING PER WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, STRUCT. EXTERIOR SHEATHING SHEATHING PER STRUCTURAL STRUCT. INSULATION, VAPOR BARRIER, INTERIOR FINISH VAPOR BARRIER, HARDIE LAP SIDING �� INSULATION, , VAPOR BARRIER, MATERIALS PER ARCH /11.'� WEATHER RESISTIVE BARRIER; HEAD INTERIOR FINISH / FLASHING AND SEAL WITH NON INTERIOR FINISH WEATHERMATE LAP SEAMS AT MATERIALS PER ARCH. WEATHERMATE PLUS LAP OVER WEATHER RESISTIVE BARRIER; LAP SEAMS AT SKINNING BUTYL SEALANT MATERIALS PER OPENING HEAD — HEAD FLASHING VERTICAL LEG, WINDOW HEAD SET IN NON SKINNING BUTYL z ARCH. 9"WEATHERMATE STRAIGHT ` SEAL WITH BUTYL © ' 111 i/ I FIBER CEMENT PANEL 0/BATTENS WEATHERMATE 9 STRAIGHT FLASHING JAMB FLASHINGS ` FLASHING TAPE LAPPED O/ e BEYOND /, Øiry WINDOW NAIL FLANGE z © � 9 WEATHERMATE STRAIGHT © I ----- o O r V 11 —ii N I pi I - ;, x I LAP SIDING W/STARTER / JAMB FLASHINGS AT EACH � �,Z 1 1 © 24 GA. PRE-FINISHED METAL <i- z a \ / BARON VERT. BATTENS /1 END OF OPENING 1 „ o �?• � II HEAD LASHI � - :11-:I ' F NG FASTEN 16 OC � W� : � � 1 � „ 1 1 � � 0 i 24 GA. BAKED ENAMEL METAL _STARTER STRIP 9 WEATHERMATE STRAIGHT FLASHING LAPPED OVER _z / LAP SIDIN W STARTER G I >- �{ z ! i HEAD FLASHING• FASTEN 1fi"OC III �+ _` /,1 ` WINDOW FLANGE Q o u 1 (►I ► STRIP 0/VERT. BATTENS x z I ,_ � 24 GA. PRE-FINISHED METAL /I VERTICAL BATTENS W/INSECT SCREEN / � � a o °c e � x I j\ r� �" ! HORIZONTAL BATTEN REF Al /WP 3.00 FOR ', d 24 GA. PRE-FINISHED METAL oc �o h\ \ � HEAD FLASHING; FASTEN 16 / WRAP CLOSURE ` � W/ i OC AT BATTENS STRIPS • 1 STARTER STRIP 11 ADDITIONAL INFORMATION � 1 HEAD FLASHING FASTEN 16 OC AT �, W 1 0 t / I I I I W V 4 I 1 N x I `I EXTERIOR SHEATHING L BATTENS © .. :: SPF WOOD HEAD TRIM PER ..,. ER ARCH FULLY PRIMED :_:>�, .. SEALANT PER PULTE DESIGN ' 1 1 II / I .. o � W � u z r 1 PRE PRIMED SPF R P N PRE-FINISHED HEAD FLASHING; \ TRIM PER ARCH PRIME Co oo cn OVER HORIZONTAL 24 A. PRE FINISHE E S G ... t- �� ZONTAL BATTENS FASTEN WITH 2 /• G O IMIA STANDARD 1 ifliiiii 16d HOT DIPPED GALV NAILS W/FINISH HEADS @ I I . 1I� �' � FASTEN 16 OC �! CUT ENDS IN FIELD FASTEN WI 16d HOT z j ' - _ DIPPED GALV NAILS W/FINISH HEAD @ 16 OCS SEAAND PER AIli I \ + - LJ _, EXPANDING FOAM TAPE BELOW 16 OC, SET, SEAL,AND PAINT PER!L'! �i�INSECT SEEN LOSRAP .:.:._... -4 FLASHING. PART NO. 1639042 ■ ARCH. 1 I HEAD @ 16 OC, SET, SEAL, � �� I t ,. AND PAINT PER ARCH. �� _,__z_;� EXPANDING FOAM TAPE BELOW 1�I I EXPANDING FOAM TAPE BELOW FLASHING. PART NO. �� EXTEND BATTENS BEHIND TRIM f.. 7......,...... ._ FLASHING. PART NO. 1639042 II �`t.1� PROVIDE INSECT SCREEN WRAP�- DOOR FRAME WITH INTEGRAL I`i I ` l 1639042 �`-11 ICI a.�r..r�r C l__ ..::. �� -II. 1/20 CLOSURE 4 . ,,:: : A SEAL AT SPLICES ... ...:. BRICK MOLD PER ARCH. =-■�) -= - � ibis.' EXPANDING FOAM TAPE; PART Ni.• " FULLY PRIMED 711-Itj� �� AND AT END DAMS , I r� 24 GA. PRE-FINISHED HEAD FLASHING, _ 1639042 € € WOOD STOP PER i 4 „ © W/1 PART FASTEN 16 OC I 'I POLYURETHANE SIKH LASTOMER 511 BUTYL ARCH. �"� LOW PRESSURE SPRAY I�-- i SWING DOOR FOAM SEALER I!.= I 400 SEALANT 5 r I DOOR&TRACK SIKA LASTOMER 511 BUTYL LOW PRESSURE SPRAY t I PER ARCH SEALANT BEHIND NAIL FIN FOAM SEALER 5 „ VINYL WINDOW INTERIOR COMPONENTS 4 / PER ARCH. 110° SPLICE ONLY @ It REFERENCE Al WP-4.02 FOR ■ RUNS> 10 FEET REFERENCE Al WP-4.02 FOR REFERENCE Al WP-4.02 FOR HEAD ADDITIONAL HEAD FLASHING ADDITIONAL HEAD FLASHING INFORMATION -� INFORMATION FLASHING SPLICE Jr�i CUT HEM BACK AT-.. 4 © JOINT TO ENSURE ANI- TIGHT FIT GARAGE A4 G GE DOOR HEAD PANEL SIDING HEAD LAP SIDING HEAD '''7 4 A3 SWING DOOR HEAD A2 FIBER CEMENT PA S G Al y., WP 4.03 SCALE: 3"=V-0"-0 ARCH REF: WP 4.03 SCALE: 3"=V-0" ARCH REF: WP 4.03 SCALE: 3"=V-0"-0 ARCH REF: WP 4.03 SCALE: 3"=V-0"-0 ARCH REF: © 5 VINYL WINDOW PER ARCH 4 A SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC• DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH BETWEEN WOOD TRIM BRICK MOLD PER ARCH. HEADS @ 16"OC, SET, SEAL AND PAINT 4 PER ARCH.W/NAIL SPACE TO BATTEN SCHEDULED GARAGE WINDOW FRAME SPF TRIM PER ARCH FASTEN WITH 16d DOOR&TRACK 4"WEATHERMATE STRAIGHT 4"WEATHERMATE HOT DIPPED GALV NAILS WI FINISH STRAIGHT FLASHING HEADS @ 16"OC, SET,SEAL AND PAINT BATTEN PER ARCH. WRB WEATHERMATE PLUS A 77) — — 2 x 4 TRIM PER ARCH 5 9"WEATHERMATE JAMB 4©FLASHING OVER NAIL FIN AND UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN FLASHINGS REF A4/WP 4.01 FIBER CEMENT PANEL INSTALL WITH 4 TRIM AND WINDOW FRAME 4 9"WEATHERMATE NAIL SPACE TO WINDOW TRIM STRAIGHT FLASHING VINYL WINDOW O --...-:. 2 x 6 WALL FRAMING PER STRUCT. FIBER CEMENT PANEL INSTALL i::: 1SIDING WITH NAIL SPACE TO DOOR I __ e e FRAME� 9"STRAIGHT FLASHING AT JAMB 4 Fes` BATTEN • WEATHERMATE PLUS - CONTINUOUS BEAD OF ' '/ i�� tir.�9 WEATHERMATE STRAIGHT 1 I 9 STRAIGHT FLASHING OVERLAP NON SKINNING BUTYL �ZIL i FLASHING It■�� 1� ONTO SHEATHING © ._._ liri.i i S A SEALANT •�i , © WEATHERMATE PLUS WEATHER — SPF JAMB TRIM PER ARCH C .. ! ..� -------- %/�//1Ar//MArA/�A .. . !s•:b I `�, RESISTIVE BARRIER SIKA LASTOMER 511 BUTYL �� D WR O JAMB NA EXTEN B T IL' �� SEALANT BEHIND NAIL FIN 5 i 1_._._._:�._._._._._._._. .1':=.-:_: r/iiiiiiiiiiiiii�iis_�ii I!/�li ri�1 0 in FLANGE 9 WEATHERMATE JAMB EMIEMEdip_._-. 11111kir�� NO. DATE ISSUE ,,. ' SPF WOOD TRIM PER ARCH %////////////AI%AWE I � I FLASHINGS REF A31 WP 1 .� 1 __—_—_—___—_—_—_—_____ ► DOW GREAT STUFF PRO LOW A 4.01 / I _ _ 1 07.27.10 FOR BID `__ _._._._._._._._._._._._._.�:_._._:; i --- ---�—�—' '— —��+ — SIKA LASTOMER 511 BUTYL PRESSURE SPRAY FOAM SEALER -�__—__ __— •....... �� FORMULATED FOR WINDOW I i SEALANT BEHIND NAIL FIN �� 5 INSTALLATIONS AND APPROVED BY �� rt S WING 2 08.13.10 :::M1T WINDN3 09.9.10 WEATHER MATE PLUS SEAL ONTO JAMB FLASHING ! PRESSURE SPRAY FOAM SEALER WITH NON SKINNING BUTYL i FORMULATED FOR WINDOW PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT/ illiM ' INSTALLATIONS AND APPROVED BY 4 09.14.10 REVISION 1 J WINDOW MANUFACTURER WALL FRAMING PER PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 A J STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER VAPOR BARRIER, 5 09.23.10 REVISION SIDING PER PLAN INSTALL WITH NAIL STRUCT. INSULATION, INTERIOR FINISH SPACE TO WOOD DOOR JAMB VAPOR BARRIER, A. INTERIOR FINISH WALL FRAMING AND SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT MATERIALS PER ARCH. 6 10.07.10 REVISION © MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 NOTE: BATTENS INDICATED BEHIND BARRIER, INTERIOR FINISH FOR ADDITIONAL INFORMATION TRIM TYPICAL MAT IALS PER ARCH. B4 GARAGE JAMB DETAIL B3 SWING DOOR JAMB B2 FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: t13 DOOR DOW SILL PAN @ CORNERS CUT BACK WINDOW PER ARCH Ill (t 0 q) THRESHOLD DAM AS NECESSARY TO FIT UNDER Q TOE BEAD OF NON SKINNING FASTEN FLANGE PER W W WIDTH THRESHOLD SET CORNER IN FULL BED 24 GA. 1/2"X 1/2" BUTYL 4 MANUFACTURERS /2" OF NON SKINNING BUTYL SEALANT BACK ANGLE VINYL WINDOW PER ARCH. INSTRUCTIONS Ce 2 " -c o 0 SBACK SLIDING DOOR THRESHOLD; SET IN JAMSILL SILL PAN W/END DAMS 0 a� ANGL- TOE BEAD OF SEALANT _ BEAD OF SILICONE SEALANT SET WINDOW IN TOE BEAD OF u— Ce') FASATAN SK 30 MIL BUTYL NON SKINNING BUTYL SEALANT (1) r s- BACKED EPDM PAN FLASHING FASATAN SK BUTYL BACKED EPDM W a W ��,. JAMSILL, SET IN BUTYL SEALANT SILL PAN, INSTALL PER C4 ® .� # 1295030 SILL SEALER EXTEND TO __ PER /WP4.000RC3/C4 WP 4.01 1,, -- BASE OF TRIM © © U F° .,c I 4 FOR JAMSILL ALTERNATE, SET JAMSILL IN DOOR THRESHOLD y,��jM 4 .,_,\ BED OF ABS COMPATIBLE NON SKINNING ,1. n- 1 BUTYL ' SPF TRIM PER ARCH FASTEN WITH 16d HOT r�►;4is �• 1 ' SEE ALSO INSTALLATION ■ � -.�� 1/4" 1/4" 4" GALV NAILS W/FINISH HEADS 1 I 1!4 X 1/4 KERF CUT AT 4 OC • 111 DIPPED G S / S @ 6 OC, _�� SPF TRIM PER ARCH FASTEN WITH 16d HOT DIPPED SEQUENCE SHEET WP 4.02 � � .2:--,;--EnT. . 11jij' SET, SEAL AND PAINT PER ARCH. 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PRE-FINISHED METAL 0 I ; AND © original 1 © o sheet size 24 x 36 FLASHING FASTEN 16 OC p \ \ A/„ I SHEATHING FIBER CEMENT PANEL I 1 PER STRUCT. © I INSULATION, WALL FRAMING AND SHEATHING 1 CONCRETE PER STRUCTURAL PROJECT NO: 2010.P33940DCS PER STRUCT. INSULATION,VAPOR VAPOR ' DECKING,JOISTS&HANGERS riti■I BARRIER,' INTERIOR FINISH AND LEDGER PER STRUCT. ' V INTERIOR MATERIALS PER ARCH. NOTE: TYPICAL TRIM MATERIALS SHEET NAME: WEATHER RESISTIVE BARRIER FINISH REVISED TO INDICATE 5/4 NOMINAL WINDOW WP DETAILS LAP SIDING O/VERT. BATTENS MATERIALS THICKNESS MATERIAL PER PULTE SHEET NO: PER ARCH. C4 DECK DOOR THRESHOLD I C3 SWING DOOR THRESHOLD C2 FIBER CEMENT PANEL SIDING SILL Cl LAP SIDING SILL „_ WP-4.03 „_ „ WP-4.03 "_ , ” WP-4.03 "_ , „ WP-4.03 VVP 4.03 S CALE: 3 —1 -0 ARCH REF: SCALE: 3 1 -0 ARCH REF: / SCALE: 3 1 -0 ARCH REF: SCALE: 3 1 -0 ARCH REF: 1 -, ...____ _ „„ . .. 2"MAX 1 , 12"0.C. 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". ...-...-.." ."."."."1"....'"'•••••'-'...'•'•.;•`•"'-.-""-.;" ••• •-• -..-.•••••••••••••••.••••••.-.....,....,......;......,.... ....,..... ..,, 19%2"STARTER STRIP OF ASTM UNDERLAYMENT HEAVY DUTY BY IKO • . • . . •.. . • ASTM D 4869 TYPE III ,.'. ... .... : -...-. .••••.... • ..." •.. ..•. •••...... •:. . ....•-...... ALT: IF STAPLES • . • ''''''..- .."'"...---....-;;;;;;••••• ••••••••••••';•'•";••••";-'7-.:-..--••••••••••••••'.••••••.-..'.•.•••••••.'.'. .-. ......,................,.............. . .. .• .. . -;-••••••••-7--------••••-••••.".••••.,.,... .. .. .. ..,.... .. ..,... ... .. .. .. - . • • • • •-••••-• .-.-2.......,...,............ ..,.. .. ... ... ... .. . PLYWOOD DECK-ENSURE THAT DECK IS . • . . . . . . . Ui mTEESDDHI FAAO:REL. • • • • • • - • • ,..,..,.. . • • • • •• ••• • • • SHINGLE • • • . . • • • • • • - '"...• "" - -•-"-•- - - - ••• •- •••,---.-....-...,-.....-.-,-...-,-,...,,..,,..,..,,.,..,,,.....,,;..,. / CLEAN&DRY&DOES NOT HAVE VOIDS OR .". . . ... . •• . •..•. •• • ••• • .•.: . . . . . .*..."-...•".... •. ..:". . • .. .. . . . .. .- . . • • :.... .... •, • - - - --- •••••••••••••• •• ••• • ----------- .„..... ... ........ ...,,,,,,_ - --•-• - ".. ------------. ........... .• .. ... ....,......._____... ...v.--.-----'...2.-•'-'..-.1--,......-....,..-..,-.-.,-.•..-.-...,-............,......-..•..... INSTALLATION C AS PUBNAILS ST i T ••• •. - • . ............,..,. . , . •• . • . .. BE REQUIRED A . . .. .• .. • • •• • ... .. . . . . • • • AREAS THAT ARE NOT GSuUTPTPEORRTwEiDspiKE& • .• .. ••• -. • • . . . . • 1\ FERRULE ATTACHMENT . ,....-____\ • . • • PLAN VIEW Al A2 UNDERLAYMENT LAPPING , A4 EAVE & RAKE CORNER WP-5.00 SCALE: 3"=1'-0" ARCH REF: WP-5.00 REF: G PATTERN WP-5.00 SCALE: 3"=1'-0" ARCH REF: I SCALE: TARFACSHTRE I , I ..- Arill10, ...._ ./ ,x‘ ....--__ ..... ,.... -- UNDEFRALASTYEMNEPNETR mNFR.s ..,..._,... -......:-..z.•.„,,...... REQUIREMENTS , H 3/8"0 1--*-- 1-11 40-7/8" 1 4 fd/A‘V t •% ZAIA .....-•"....---".. /011r ...„,„„ -.,.,,, ' &Alit ...... ...... ..., -.... ..... ....1 :::........ IA I Irl AI I I I IF ‘‘ EXISTING EXTERIOR ........... A A soorn_ 111411100141,„, ..... SHEATHING , DOUBLE HOT DIPPED ...--"-AO/ del ■..v‘‘‘‘ ...-Air," CH s,'" /40,e GALV., MIN. 12 GA; g--13" FROM EDGE 11111.- ■ (BOTH SIDES) 73_,. 8 PO" FROM EDGE 1Y2" (--- (BOTH SIDES) 13-3/4" NO. DATE ISSUE , MUST PENETRATE 1 07.27.10 FOR BID COMPLETELY THROUGH ROOF SHEATHING t DECKING MIN. 1/4" 1 / 1 / I / / / REQUIREMENTS , A, STANDARD GALVANIZED / / / I NAIL / / LAYMENT 08.13.10 FOR PERMIT 1 3 09.23.10 REVISION I ...., , - CAMBRIDGE 30 AR Nv401,,, --.„......z,„ ....., 50(14.CIDS ArAltr ;111101rilli- SHINGLES BY IKO SEAL SHINGLES W/ lik ‘ el\GI4 _................... ...,itogrAV ROOFING PLASTIC liwilic,:-........... *NOTE: **I, •■■•••:„5......j: Affillir TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: 1 I iiik li i z 1/4.10 lik ...--.....,.."-.7.......,,....... ....-- ,.... #12 SMOOTH 1-1/2" NAIL IN 7/16"OSB PANEL AVGERAGE SHINGLES SHALL BE FASTENED W/(4) NAILS. PLACE NAILS ..,4147 ........,„„.........:11: CEMENT PER MNFR 74' 1114111111;*.Vs 11/4, ........ ...... Aar CAPACITY PER NAIL=29 LBS Nii-.., -•-• ..... ..„,„ iiird, AS INDICATED, ;:is..:-,. .....•''''''''' ''''''':"':•:/< &NO CLOSER THAN 1"FROM , EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; (4)NAILS PER SHINGLE X 29 LBS/NAIL= 116 LBS/SHINGLE , B I NOT USED C3D (IID WP-5.00 SCALE: 3"=1'-0" ARCH REF: 73 SHINGLE FASTENING PATTERN AT FIELD OF ROOF WP-5.00 UNDERLAYMENT LAPPING @ RIDGE&VALLEY SCALE: 3"=1'-0" ARCH REF: Ca I l‘WP-5.00 SCALE: 3"=1'-0" ARCH REF: _ Ce >■ 10" W Ill ct 2 ct " ' 0 ......, 1 0" ...-- RAKE 3 e I ll- cY) -0 0 N— L- ____„,_ 1 0" f: ._....._._._. _.....__ ...........„ ....._....._. I 40-7/8" 410 3'MIN. 8 1 10" 1 i 1 H 3/8"0 H- • r , r' \ / ----- ----- ------- ----- NOTE: SUBSEQUENT SHINGLES NOT 0 v 2 0 cn c I ..... , ,------.: (/) .....- ANULAR RING SHANK., ......... „ . ....._-,...., . ill.,.,,,,....„,.......:„..., .......,,,:.,::..,::„..„......,...,:,!,:.......:,:,:::::::,...:,......,:.,..:,":,,,,„:„.,:„.,,, :....,:::,,,,,.,...,.SHOWi4N.,: FC)R CL;.A::% ..,i,..r..,...,...::,..,,,,. .,..,.. .,..„ (f) MIN. 11 GA; Pg13" FROM EDGE ...- •:,::-...:;,-,.-•::::•;.:::...i.:,-•:-.;-;,-,:-•:••:, ••..,;,:::.•-•-i-s.,:••:•::"..••,:••:•:-::•:.-;.-.,. t:.:!..57.-,..:,..;,,,,',77:777:77.:,:.:.,..:,::,-.:::-..::::-...,..:-.•-:;:::;:::::-:...'•:::;:--.L`::'s.: ••••••-.,:--•-••'-•••••' '---. . • • . ......, :1 (BOTH SIDES) • ......• ,,• I 1 .........,, ...„...... ............. ,......... • ., . 11 ., 1" At--:•• A i i Aili . A 7811 A. - ... , 15;1 =1" FROM EDGE Y , r (BOTH SIDES) i• FULL-WIDTH F 0 R [5:1 . . \V 7 \ / \ ,„/„.„. ,,,,,, „„„ „.,,, i-m IN. ANCHORAGE I NC R O k .DRAWN CHECKED CONSTRUCTION BYB:BY: ,csRE im, j R 1 3-3/4" K\" .'W:-. •\;:c.:'..,,,,, •.:.::.:, „:„.:, ..:.,, ....:.„.... .:.......•• IOCDN AN INADEQUATE 00 IC:?EE INADEQUATE I STRAIGHT, GOOD : ANNULAR RING SHANK NAIL 1 / 1 ,.........., ...,...., ............. ....."...... .............. SHINGLEEAvE PENETRATION D FLUSH WITH PROPERLY SHINGLE DRIVEN SURFACE INAUDNEDERDRIVDEENC: K PENETRATION OTVERDRIVPEN, : I MCUPTRSOPINETROLYSHDIRNIGVLEEN CROOKED:E DT:E i / / \/\\ / HOT FOR EXPOSED EAVE 1 / / 0 SCALE: AS NOTED PERIMETER ! FASTENERS SHALL BE DOUBLE DIPPED GALV. } CAMBRIDGE 30 AR r SHINGLES BY IKO SEAL SHINGLES W/ mM uI Ns1T2HGAAv.E,Ws/uMF MIN. HEAD i EN TL DIAMETER ET Ro OF FE Ng'E'.TSHANK RI II ki‘ill-I-GES.-S original sheet size 24 x 36 , ROOFING PLASTIC THOAII1E<ANN/BARBS , *NOTE: TESTED NAIL WITHDRAWL RESISTANCE CALCULATION: CEMENT PER MNFR SHINGLE DECKING MIN.211„ FOUR(4)NAILS PER #11 ANULAR RING SHANK 1"NAIL IN 7/16"T-111 PANEL SHINGLES SHALL BE FASTENED W/(6)NAILS. PLACE NAILS ---0 \ 0 \ / 0 \ i 0.- NOTE: UNDERLAYMENT NOT AVGERAGE CAPACITY PER NAIL=27 LBS AS INDICATED, Earli,i=&NO CLOSER THAN 1"FROM \ / \ / \ / SHOWN FOR CLARITY PROJECT NO: 20 10.P33940DCS SHEET NAME: ROOFING WP DETAILS EDGE OF SHINGLE. NAILS SHALL BE HAND DRIVEN; (6) NAILS PER SHINGLE X 27 LBS/NAIL= 162 LBS/SHINGLE NAIL v vF IE,„PL.PATTERN 00T°EFFRRONORSOEHFAO,vsWEENEE DFC0G3REI SHEET NO: 01 C2 ASPHALT SHINGLE PATTERN \iv p 5.00 C3 SHINGLE NAIL PATTERN WP-5.00 , SHINGLE NAILING OVER EXPOSED EAVES WP-5.00 SCALE: 3"=1'-0" ARCH REF: TYPICAL FASTENER APPLICATION WP-5.00 SCALE: 3"=1'-0" ARCH REF: SCALE: 3"=1'-0" ARCH REF: , , 1 LEAD CAP OR OPTIONAL LEAD PIPE 24" MIN. 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR FLASHING TURNED DOWN PLUMBING VENT PIPE {� ®) USE PRE-FORMED RIDGE SHINGLES FROM MANUF. INTO SOIL STACK 1" (SOIL STACK) FASTEN METAL W/#10 X 1"PANCAKE _ _ _ (DO NOT BLOCK I.D. OF PIPE) HEAD TYPE'A'SCREWS, MIN. 12"O.C. CI %2" € DOUBLE HOT DIPPED --.. PIPE PENETRATION; INTO PRE PUNCHED /32 OVAL HOLES � ; Z EXTEND METAL FLASHING � ; r GALVANIZED NAILS o gENTuBNADSEERILAN MASTIC € _ F BEYOND PENETRATION 4 YMENT 4- LAP VALLEY METAL 8 MIN.& a (TYP.)IN ALL DIRECTIONS FASTEN ONLY THE BOTTOM O ; f: SET IN TWO BEADS INSTALL RIDGE SHINGLES TO SELF-SEAL 7:...... SELF ADHESIVE MEMBRANE LAPPED VALLEY METAL. SEE F EALANT WITH UNDERLAYING RIDGE SHINGLE �'i POLYURETHANE S z VALLEY METAL SECTIO � B4 P � € BACKER PLATE SOLDERED ��..-.�.-.----�r�--.-�---- g o OR SEALED TO RIDGE �`' 3 5.02 : w E z .. FLASHING TO CLOSE GAP. o_ c?METAL VALLEY FLASHING W/ O UNDERLAYMENT TO EXTEND -�-•� ��:� .C.,. ,� _ � UNDERLAYMENT; �� c=n co 6 o/� - COMPOSITION � � �:� .,_.,..........., ..... CENTER RIDGE`:-.0 .. � .: .:. ASPHALT SHINGLES ONTO VALLEY METAL FLASHING - �^ �^�,;�� LAP EACH ROOF PLANE � ' .�. . SEAL PIN HOLE Q� �- � w - ..... / ... . &SEALED W/MASTIC , N N; c ,f, u ' LAYER OVER RIDGE Q o ac :.:. ' : FULL SHEET OF SELF-ADHERED EXTEND UNDERLAYMENT Z,�. 8�/ CHALK LINES DIVERGE "/FT j f MEMBRANE OF SHAKE FELT IN TO TOP OF STEP w ,o �-cn o o w .......„,. Z 1..` © DOWN THE ROOF SLOPE \ _ ; VALLEY ; FL ASHING w N N u .. \ . :. ...., ::..... :.' . HINJ :;::: :1 1 o ::: G�� WRB AND CLADDIN_�___ -r , �� RUN DOWN OVER' f SPATE METAL 1"CLIPPED OFF SHINGLE CLOSED END RIVETSG AP CORNER @ 45° . ..COUNTERFLASH LEAD ",� ,�� Apo:::.:: � OUNTRFASH WITH 4 � ,./ SECURE PER MNFR. ; STRIP OF SAM BONDED PREFABRICATED • € TO SUBSTRATE ....... : f PP . : : i i iiiir ..: •- � �� ; STARTER SHINGLE TO BE EVEN � V FLASHING COLLAR; SET IN FULL A. W/'T MIL EAVE FLASHING PLYWOOD ..::::::::::..: EA PI BED OF MASTIC SEAL PE TO .- .. ...- ,,, .FLANGE CONNECTION .,;iW ` # :.. .. r PREFABRICATED P4i•METAL FLASHING It$ 0 It*, t� + C • PIPE PENETRATION NOTE: It..$°.* STORM COLLAR HIP FASTENING SIMILAR ASPHALT SHINGLES . I 1 � I �4 , UNDERLAYMENT NAILED,STRIP EDGES W/ $0$ ♦ _ _ 1 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. v*jP4tt STORM COLLAR ��// •- //_��/ SEAL FLANGE TO CUTTING RIDGE SHINGLES -, •/�/ , UNDERLAYMENT W/ FROM 3-TAB SHINGLES• SOIL STACK PENETRATION I" SELF-ADHERED MEMBRANE RIDGE- NON VENTED Al RIDGE MEETS UPPER WALL A4 A3 OPEN VALLEY FLASHING SCALE: 3"=1'-0" ARCH REF: WP-5.02 3"=V-0" WP-5.02 ""- "" WP-5.02 WP-5.02 SCALE: ARCH REF: SCALE: 3 -1 0 ARCH REF: SCALE: 3"=1'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER DOUBLE HOT DIPPED OSB ROOF SHEATHING VENT PER ARCH; ROOF VENT; SET BASE IN MASTIC 41140411 IIII'.\ - GALVANIZED ROOFING NAILS FASTEN THROUGH UPSLOPE METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO • : • EDGE UNDER END TO CREATE SECURE VENT A TIGHT CONNECTION PRIMED T1-11 SIDING SQUARE EDGE AT OVERHANGS : . : W.R.B.TO LAP O/ () ^ \ ‹..,•.:.., CONTINUE FLASHINGS MIN.2"' TRUSS TAILS © : : : ■ . . . . .. . . ,.,,,,,. ,.. .• UPSLOPE W/ /1' ��W �� .. : STEP FLASHING 4y�` SINGLE LAYER OF yy4` UNDERLAYMENT : . ..• .::.. ... .. :.. .. TOP LAPPED VALLEY METAL -� ■ , VL SECURE TOP LAPPED VALLEY TWO rd , 2� 500mm STARTER STRIP . ' . BEADS OF POLYURETHANE *�� SEALANT / i`} .-.. - •t ::/, ..,.�y2"MIN./ NI *1*" •FASTEN ONLY THOUGH THE I ,., DOUBLE HOT I � " '''�•,, o BOTTOM LAPPED VALLEY METAL. S �' SPIKE&FERRULE IL EXPOSED DIPPED , • ,..:� 40A :. SURFACE NO. DATE ISSUE GALVANIZED � F •.: : ''''% ATTACHMENT BOTTOM LAPPED VALLEY METAL _ _•- �' �' _. ROOFING NAIL o� ;. ;� 6"MIN. r��`^. 1 07.27.10 FOR BID UNDERLAYMENT _•—•®• : f __ `,- � ` 4 2 08.13.10 FOR PERMIT UNDERLAYMENT : :�� .: `-�`;; SIDING OVER SHEATHING 1 , •" . .2 .1 REVISION . ..-.. �..........�.:..�• ..:..._::::::�:::::.:,:.,, LOCK SEAM ' r ., 09 3 0 POLYURETHANE �... 70-00,00,..00.SEALANT : :{ � 26 GA. GUTTER;.. TYP. EXTERIOR WALL WITH FULLY SOLDERED CLADDING KICK-OUT FLASHING A I' NOTE: ■ APRON FLASHING TO BE COMPOSITION COUNTERFLASHED 3"MIN W/W.R.B. ASPHALT SHINGLES &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT B3 VALLEY METAL FLASHING SECTION B3 APRON FLASHING W/KICKOUT B2 E:AVE ADJACENT TO PROPERTY LINE BI TYPICAL VENT PENETRATION WP-5.02 "" WP-5.02 3"=11-0" WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: SCALE: 3 -1 -0 ARCH REF: 3 SCALE: ARCH REF: CES W u) o > W W Q Q! 2 ' .c 0! O0 a0i: L L M W 2 Z o W u) iz: c OCOc:I-- I" FOR --•• CONSTRUCTION} DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } PROJECT NO: 2010.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02 it GENERAL: METAL PLATE CONNECTED TRUSSES: 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, 1. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH "DESIGN ABBREVIATIONS SPECIFICATIONS,THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", TPI-24 AS PUBLISHED BY THE TRUSS ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM LOADS: CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. AB ANCHOR BOLT HT HEIGHT CO 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH TOP CHORD =25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS ANY WORK OR FABRICATION. BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND =5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD SAFETY REQUIRED FOR THE WORK. APPROX APPROXIMATE MAX MAXIMUM TOTAL LOAD =45 PSF +SELF WEIGHT 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK, AND NET UPLIFT (WIND) = 5 PSF ARCH ARCHITECTURAL MB MACHINE BOLT d,. TEMPORARY SHORING REQUIRED FOR THE WORK. 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING BBO BEAM BY OTHERS MECH MECHANICAL (f� CD 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO T US U BO BY OTHERS MIN MINIMUM THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF- CO THE EXTENT SHOWN. BP BASE PLATE MISC MISCELLANEOUS CO 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE RECORD FOR REVIEW. BLDG BUILDING NIC NOT IN CONTRACT r LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE, ANCHORAGE,AND METAL SEATS REQUIRED,AND SHALL BM BEAM NO OR# NUMBER < REPRESENTATIVE OF ANY DISCREPANCIES. DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. Q CENTERLINE NTS NOT TO SCALE 06 (f.) 7. DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF CLR CLEAR OC ON CENTERS w 0 1.-- A CONK S COL COLUMN 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. CO CO U PCF POUNDS PER CUBIC FOOT 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES & RECESSES. 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3"X 5". CONC CONCRETE PLCS PLACES W 0 ' 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY R, PL PLATE i- ®I DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF POUNDS PER SQUARE FOOT ® ,6 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH w 00 II 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED Z r 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI,ASTM, ETC...) SHALL BE PER THE LATEST OR MOST CURRENT 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING DIA, 0 DIAMETER R RADIUS - W EDITION AVAILABLE. GRADES: DIM DIMENSION REINF REINFORCING W Ct V 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE DWG DRAWING REQ'D REQUIRED _ - DWL DOWEL RET W RETAINING WALL 0 Z C..) g...,1 ROOF(SNOW LOAD) 25 PSF 2x&4x BEAMS DF-L NO. 2 EA EACH REV REVISION FLOORS 40 PSF 6x BEAMS, POSTS = DF-L NO. 1 EF EACH FACE SCHED SCHEDULE W WIND 100 MPH (EXPOSURE B), BUILDING CATEGORY II 2. ALL 2x LUMBER SHALL BE S-DRY, U.N.O. ELECT ELECTRICAL SHT SHEET r1 J C� SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR L I D R= 6.5, Ss= 0.942, S1= 0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND&3RD FLOOR POSTS,ALIGN &MATCH POST BELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS L_I..1 FOUNDATIONS: 5. OVER-FRAMING TO BE 2x6 RAFTERS @ 24" O.C. W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF @ 48" 0.C. TYPICAL. ETC ET CETERA SQ SQUARE J m „ 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. F 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. EXIST EXISTING STIFF STIFFENER III 7. POSTS AT WINDOW AND DOOR OPENINGS SHALL BE (1)2x TRIMMER AND (1)2x KING, UNO. EXIST EXISTING STL STEEL 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. 8. (FB) DENOTES FLUSH BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF SHEATHING. FB FLUSH BEAM STRUCT STRUCTURAL 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. fc COMPRESSIVE STRENGTH T& B TOP & BOTTOM COMPACTED TO A DENSE, NON-YIELDING STATE. 10. REFER TO DETAIL 1/S7.0 FOR TOP PLATE SPLICE CONDITION. OF CONCRETE, PSI TOC TOP OF CONCRETE C.J3 o FCO FLOOR CLEANOUT TOS TOP OF STEEL 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED 11. REFER TO DETAIL 2/S7.0 FOR FRAMING OF TYPICAL OPENING. FD FLOOR DRAIN TS TUBE STEEL PROCTOR. 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 1'-0" 0.C. FDN FOUNDATION TYP TYPICAL 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO 1'-0"VERTICAL PRESSURE TREATED (P.T.) LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE 1. MILD STEEL & UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES & HOLDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE STEPS. SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT FS FAR SIDE VERT VERTICAL 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. OF THE SILL PLATE. FT FOOT OR FEET W OR W/ WITH 2. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. GA GA CONCRETE (CAST IN PLACE): 3. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. f` 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED THE GALV GALVANIZED _ oN 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE ,; e, �, COMPRESSIVE-CYLINDER STRENGTH OF 3000 PSI. O V P N 2. CONCRETE FORMS, MIXING, PLACING,AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, LATEST HGR HANGER HORZ HORIZONTAL .,r; a o EDITION AND SPECIFICATIONS. SHEATHING: HS HIGH STRENGTH O Fn 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HSB HIGH STRENGTH BOLT J--� -0 4. CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: f=: ,;.. , 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 v .: ``' o THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, INDEX 48/24 ':, ° , E 3RD FLOOR =3/4" NOMINAL, INDEX 48/24 LI--q . ° a C) WALLS = 7/16" NOMINAL, INDEX 24/16 '� ..-. N a REINFORCING STEEL: ) f` 1. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: 2. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END ® ... ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. JOINTS SHALL BE STAGGERED. '..: 3 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. 3. BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. ... 62 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. `,, 0 1...4 , 5 4. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI MANUAL » x 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT NAILING AND FASTENERS: ` 0 M AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH , °iss ADEQUATE LAPS. 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR AD[�ITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION f' v-, 6 OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. IN ES ;. `A ° BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. --- A) CONCRETE CAST AGAINST EARTH = 3" 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL EXPOSED EARTH OR WEATHER BE HOT-DIP GALVANIZED. St�vcruaA� B) CONCRETE s o O t\_ ,' PROTS�+ #5 AND SMALLER= 1 Y 2 4. SHEATHING NAILING SHALL BE AS FOLLOWS: GI NE � / C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER A) ROOF SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES 34" � .,1 2,320 SLABS, #11 BARS AND SMALLER= 8d AT 12" O.C.AT ALL INTERMEDIATE SUPPORTS BEAMS AND COLUMNS = 1Y2"#6 AND LARGER = 2" B) FLOOR SHEATHING = 8d AT 6" O.C.AT ALL PANEL EDGES it,... , j s� 7. PLACE 21-0"x 21-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND 8d AT 12" O.C.AT ALL INTERMEDIATE SUPPORTS SPACING TO HORIZONTAL REINFORCING. C)WALL SHEATHING = BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS �� OREGON�A_ �_ 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24"MIN.) LAPS. 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND "C_ Y 15,1 �� 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE&TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. �/ J ENS 10. REFER TO DETAILS 1/S6.0 &2/S6.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. 6. JOIST HANGERS, HOLDOWNS, AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, EXPIRES 12-31-2011 MANUFACTURED JOISTS: U.N.O. 1. ROOF AND FLOOR FRAMING DESIGNATED "AS MANUFACTURED SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS, AND 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD MANUFACTURED BY OTHERS SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK SHALL BE SUPERVISED BY A SPECIAL INSPECTOR,AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 0 Q uj ° 2. ALL BEAMS DESIGNATED "PSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2''' DIAMETER X 10" LONG ANCHOR BOLTS WITH < 0 (1) o Fb=2,900 psi, Fv=328 psi, E=2.0 MILLION Y4"x 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4'-0" 0.C. MAXIMUM AND WITHIN 1'-0" OF SILL PLATE o 3. ALL BEAMS DESIGNATED"LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. o Fb=2325 psi, Fv=460 psi, E=1.55 MILLION w z o 4. SUPPLIER OF SHALL DESIGN RE ARCHITECT Oi ENGENEEIR FOR REVIEW.OF A REGISTERED PROFESSIONAL ENGINEER LEGEND AND SYMBOLS w = tc- 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES 0 o o o 1 NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. 6. TRUSJOIST TRUSSES&JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. BEARING WALL ELEVATION LETTER 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: FLOOR LIVE LOAD = 40 PSF Ark 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 IN cr) UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS,AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. SHEET WHERE DRAWN oz z 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. - INDICATES HOLDDOWN ANCHOR o 11. JOIST SUPPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKING, WEB STIFFENERS,AND ALL OTHER TYPE AND LOCATION a O ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ _ _ Co WITH A FINAL REPORT. FOUNDATION i STEM WALL SECTION LETTER o 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. SEE SHEARWALL SCHEDULE FOR TYPE � BUILDING SECTION- � GLUE LAMINATED MEMBERS: Aa■ Mr _ 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE SHEAR PANEL :::NI EM :`gn.:",.: SHEET WHERE DRAWN 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. .:<.:::,::,.,., .::.:,<::..::...<. ..,2' 2.2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF SEE HOLDDOWN c, LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SCHEDULE FOR TYPE m ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. w 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. co 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. b i °' BREAK INDICATOR Y 15 w Q 0 Q E SHEET NO. 0 cu cu o. 0. co i., S I a) E co JOB NO. CEN-090 U KEY NOTES 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 (7-1 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS O SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y" 0 x 4%2" @ 12" O.C. CI) 0 SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOIST . W ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 0 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL q 6 SIMPSON LGT3 0 22 SIMPSON ABA66 W/WEDGE ALL 0 ■ 1- = (Cs ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 07 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA / 16'-0" / 16'-0" � 16'-0" � 16'-0" / 1 CONDITIONS SHALL BE PRESSURE TREATED LUMBER 23 W/8d NAILS @ 2%2" O.C. EDGES, 12" O.C. FIELD. Z 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x 8 W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD MIN & NAILS SHALL BE STAGGERED 1'-5-"' "" 5'-3,;" 5'-3�" "" 1'-57" 5'-3�" " ," 1'-5�" 5'-3�" 1'-57" @ / 2� 9-3 f_ �. / 2 / 9-3 / 2` 2 / 9-3 / 2/ 2 / 9-3 / 2/ � 0 HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA a. 0 CE2 10 SIMPSON HUCQ412 W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD BALLOON FRAMED WALL. PROVIDE WALL STUDS Z Q 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 @ 12" O.C. I 0 J 12 SIMPSON HUC46 NAILING) SIMPSON LTT19 W 5/$" 0 x 6" LAG SCREWS O I-- W co (MAX( 26 PER DETAIL 37/S7.2 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 Q 0 27 1 SIMPSON AC6 � 0 SIMPSON ECCQ5-6 ( � 0 i i SIMPSON HUC414 28 SIMPSON LBV1.81/14 - _ - - 0 2 SIM SIM SIM SIM EXTEND WALL SHT'G THROUGH PERPENDICULAR 11 1' • 11 11 11 El 'ill Z Z D C.) - 0 0 CD WALL PER DETAIL 16/57.1 INFILL WALL A - _ 29 S NEEDED O o 56.0 56.0 56.0 S6.0 0 LL C:t --I U ® ® ® ® . Eg ® ® 0 zo W D F © 7 D O Q { n CO ANCHORSCHEDULE \ -- ti .. \ 1 SSTB28L 1-7 L L - J _ J _ ® O � < 7 I.. © 1 O , I D CO 2� SSTB24 EE 10 I 10 10 C3-) 1" 0 SSWAB HS %4" 0 SSWAB HS 6 i 6 I 6 I I I S6.0 4 56.0 S6.0 S6.0 . 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O a es 3 = _ w (2)#4 BARS TOP LONGIT o 3 3 o b) rn "n co 56.0 56.0 4 2-6x2-6x12 © 18" 0 x 12" L ,, ' 3 . 3 8'-0"x 3'-0"x 24"W/(3)#4 BARS BOTTOM LONGIT, .� 56.0 ' SIMN SIM �� SIM 56.0 ,n 6 S�¢u uRac 2 #4 BARS TOP LONGIT - - - ��)V ;; ( ) to to TO to �� I 6 6 r �` c! n 5'-0"x 3'-6"x 12" 56.0 56.0 1 56.0 � LNG N f CC /* 12,320 ; 1 8 4'-0"x 4'-0"x 15"W/(7)#4 BARS EA WAY @BOTTOM • •- 1 " �--1 I �'� °'"" ,,.,. AA.,...j - V` 115100,144;2.... FTG LENGTH= UNIT WIDTH + 1'-0" EA SIDE (UNO)x SIM , I v OREGON• F91 WIDTH AS SHOWN x 18" DEEP W/#5 BARS @ 12" 0.C. 7 7 7 Y 15,1ga� �Q' BOTTOM LONGIT, #4 BARS 12" O.C. 1 S @ 0 C. TOP LONGIT 56.0 S6.0 .. 56.0 C"C_ 2'-0"x UNIT WIDTH + 1'-0" EA SIDE (UNO)x 18" DEEP 56.0 N J. ENS . 10 � 3 1 W/(2)#5 BARS TOP LONGIT& BOTTOM LONGIT I . 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To ca A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY) o. 0 S2.1 SCALE: 1/4" = 1'-0" U S2 0 1 N E co N JOB NO. v CEN-090 SHEARWALLSCHEDULE KEY NOTES BEAM SCHEDULE POST SCHEDULE 10 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2)2x8 x 8 15 5Y x 14 PSL (FLUSH BM A 4 x 4 Cf) "� ,� O ( ) O 2 ( BM) O H (2)2 x 6 TRIMMER M (2) 2 x 6 TRIMMER SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4 0 x 4Y2 @ 12 O.C. g 4 x 6 O (1) 2 x 6 KING O 6 x 6 KING Z � O W 2 2x10 JOIST OR BL CONDITION 2 ( } 16 5 x 10 GL (DROP B @ BLK'G 3 SIMPSON ACE6 19 SIMPSON LUS26 EA JOIST O 0 Ys YZ ( 0 BM) 6 x 6 < O C X"APA RATED %"x 10" AB's O @ O I (2) 2 x 4 TRIMMER N (2) 2 x 4 TRIMMER -J A SHT'G ONE 2 @ , SIMPSON LTP4 @ ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 3 4 x 8 17 4 x 6 D 6 x 6 DF#1 O (1) 2 x 4 KING O (3) 2 x 4 KING 0_ 39 OC (EMBED 7 ) �, O O O O lir SIDE W/8d NAILS @ 6 OC 24 OC RIM JOIST SEE NOTE 1, 2 (9 ® d- EDGES& 12" OC FIELD 16d @ 6" OC TO PLATE BELOW ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 1%4 x 14 TS/LSL (FLUSH CO (2) 2 x 4 J (3)2 x 4 1 2 x 6 TRIMMER V 3 x ( ( ) 4 � 9 GL 18 0 � O s X"APA RATED SHT'G ONE %"x 10"AB's @ SIMPSON LTP4 © SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL O BM) 1 2 x 6 TRIMMER K (2) 2 x 6 O (3)2 x 6 KING B SIDE W/8d NAILS 4" OC 12" OC (EMBED 7") @ O O O � - = ' @ 16 OC RIM JOIST SEE NOTE 1, 2, 3 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL 13E BLOCKED AT HATCHED AREA O 3Ya x 10Y2 GL CD1 5 Y$x 16Y2 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 O CONDITIONS SHALL BE PRESSURE TREATED LUMBER Y2" 23 WI 8d NAILS @ 2Y2" O.C. EDGES, 12" O.C. FIELD. ® (3) 2 x 6 O 6 x 6 KING C0 X"APA RATED SHT G ONE Y2 x 12 AB s© SIMPSON LTP4 DIAPHRAGM SHALL BE BLOCKED HATCHED AREA O FRAMING AT ADJOINING PANEL EDGES SHALL BE 2 2x 6 5Y8 x 12 GL (DROP BM) 20 5�x 15 GL 24-V8 O @ @ c ) O ) „ 8 O , we SIDE W/8d NAILS @ 2 OC 12 OC (EMBED 7 ) 9" OC RIM SEE O W/8d NAILS 6" E " - 2 0 (-1) 12" �� JOIST S NOTE 1, 2, 3, 4 @ 0 C EDGES, 12 O.C. FIELD MIN & NAILS SHALL E3E STAGGERED GIRDER EDGES& 12 OC FIELD 16d @ 3 OC TO PLATE BELOW 7 3Y2 x 14 TS/LSL ( FLUSH R TRUSSES ll- �--- Og HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL I3E BLOCKED AT HATCHED AREA O BM) 21 BY OTHERS %°APA RATED SHT'G %"x 12"AB's 24 ) O G BOTH 2 i @ SIMPSON LTP4 W 8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD D 12" OC (EMBED 7" @ 10 SIMPSON HUCQ412 8 (2)2 x 4 Ipir SIDES W/8d NAILS @ 4" OC 7") 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 BALLOON FRAMED WALL. PROVIDE WALL STUDS O 22 2 x 8 LEDGER WALL IDENTIFICATION -' 25 EACH UNIT HAS BEEN ENGINEERED ® -- EDGES& 12" OC FIELD 16d @3" OC TO PLATE BELOW 11 ALIGN FLOOR JOIST WITH SHEARWALL O @ 12" 0.C. FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT co Y2" � ENDENT A. APA RATED SHT'G BOTH /2 x 12 AB s MPSON LTT19 9 (2)2 x 12 0 uJ © SIMPSON LTP4 12 SIMPSON HUC46 AX NAILING) W/ 0 x 6 LAG SCREWS O (MAX( OTHERS 0 S GOOD FOR 26 PER DETAIL 37/S7.2 23 OF ADJACENT UNITS � I V SIDES W/8d NAILS 2" OC 7" OC (EMBED 7") 5" @ O O a @ 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 380 PLF WIND HOLDOWN LOCATION @ 13 STRAP ENDS OF BEAM PER DETAIL 12IS7.0 10 5Y$x 22Y2 GL (24-V8) v 0 EDGES& 12" OC FIELD 16d 2" OC TO PLATE BELOW O. SIMPSON AC6 (DRAG LOAD) 14 SIMPSON ECCQ5-6 ,,...,,,,,,.. :..f,,::.::::.:.,;::::..,...r,,:;.;:. S EAR WALL 0 06 c...) = I © /4 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE O ....:.:......:..:::.:......:.. SSW12 x 7 END (EMBED 12" INTO FTG) 11 2 x 8 @ 16" O.C. 24 4 x 10 lir N/A OR HEADER W/(4) SDS 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 J N/A Y4"x 3Y2 SCREWS. SEE EXTEND WALL SHT'G THROUGH PERPENDICULAR @ 2 x 6 @ 16" O.C. 25 6 x 12 jr BEARING WALL -J .I NOTE 5 16 O < WALL PER DETAIL 1 6/S7.1 INFIAf.4b. LL ILL WALLAS NEEDED 14" FLOOR TRUSSES w D 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 13 26 33/8 x 12 GL(DROP BM) NON-BEARING WALL lipr CIO SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(6) SDS O BY OTHERS O N/A ROOF TRUSSES Y4 x 31/2 SCREWS. SEE 14 NOTE 5. 0 BY OTHERS < 1" O SIMPSON SSWAB HS @EA w © ATTACH TO TOP PLATE D SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS lir N/A „ Alk gh ask iik Cn CI) x 3 SCREWS. SEE /4 Y2 O00 O€ O '® ® ® OO ��© 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE END EMBED 14" INTO FTG lir SSW24 x 7 ( - - _- _ C. N/A OR HEADER W/(14) SDS ►t - _ __ - _ _ _ _ N/A �"x 3Y2 SCREWS. SEE © 7 � �� • • I • f Q NOTE 5. • O O • O 0 t NOTES: I = C , 33 � „ „ 3" S7.2 eke, 3 7� 1./4 x 3"x 3 STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 25 2. 1F IF AB SPACING IS ® ..G S GREATER THAN 00* ® , SHEAR WALL LENGTH INSTALL .. �, G NSTALL 1 A O B WITHIN 12 OF EACH WALL END. ••• O � -.-. ® 25 N 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF �; _ 0 `.- ® c f, � N ADJOINING WALL SHT'G ARE TO BE STAGGERED. ,.., M �� SIM 6 SIM 6 SIM SIM �� I) o 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 6 e et>c) CUM c 6 ® 4� O , I VERIFY SPACING OF ANCHOR BOLTS. 57 0 57.0 S7.0 .d .. 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT- cO © © O ar © 57.0 ,a V1 li Nor glio - „: , „. ∎■i. :;.:::: .:.:.: :.�:.. fr.Aa. .:r r.: ..: .:i r .....F/.'9;. :i...�/' ,y'e rt:n l r•:":0 .!!r%r: : air:' �J .: O;' 't in p' l r m (5 ,-I ,..... .... :::: t1. /' �,�Lbw...1r ;.1.4 Y.6Ua..0 rif 0 (__0 9 L >€ © © 13 5 0 O 0 © 13 5 0.,, ;::: ( 20 �--� ' ": � . ,,,0 0 HOLDOWNSCHEDULE TYP UNO JD O O TYP,UNO .... '--1• : v .. -8 --1 e v . pN c4 M HOLDOWN ATTACHMENT COMMENTS o 0 G ,r w 4 f„ v, olins ink > j 57.0 ° Adk N p 0 NOT REQUIRED NA NA TYP, UNO® �: ' ' Vil, •--1,P, UNO 1 Alk SIMPSON SSTB24 ANCHOR EMBED 20%" INTO PROVIDE#4 DOWELS r siRVCTUR4t I SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK :. PRO,rt 1 .26 10d COMMON NAIL � J S EAH HOLDDOWN( ) O OWN B LT 0 ��< 1 N - `:: LNG EFR 49"o - -lir .!:::!SIMPSON SSTBL28 ANCHOR(%$ 0 THREAD D W/ � �o o 0 12,320 t 'Q STD NUT AT EMBEDDED END,AT INTERIOR : >i SHEARWALL . .:. PROVIDE (2)#4 DOWELS . 0 d EMBED 24/ INTO FOUNDATION/8 AT INTERIOR ® W/STANDARD HOOK _ . m G. In OREGON SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ - � © @ EA HOLDDOWN BOLT Q� r .._, O �e2 g�� Q' (20) SDS Ya x 3 SCREWS. EDGE NAIL WALL SHT'G TO - 15,� �` EACH 2x PER DETAIL 5/S6.0&SHEARWALL J ?54 _ - © O N J. EN �SCHEDULE. (3)2x SHALL BE FULL HEIGHT&SECURED Q J Q T 0 OGETHER W/ 16d NAILS @6" 0.C., EA SIDE. ®m v GO g EXPIRES 12-31-2011 AL. SIMPSON SSTBL28 ANCHOR EMBED 24%$" INTO PROVIDE (2)#4 DOWELS 117.0 g g © 57.0 SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, Wi W/STANDARD HOOK �� S7.0 S7.0 © 20 SD \( ) S/4 x 3 SCREWS. � _@ EA HOLDDOWN BOLT � o U w 21 1 1 DIA © Q N• TH READED R D 0 W/STD WASHER O Q U CO c9 P R VI O DE2 #4D 21 OWELS , o d.Ali■ EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK o SIMPSON HDU14 WASHER&MASH THREADS ABOVE &BELOW NUTS. @ EA HOLDDOWN BOLT j , 24 ' 24 0 0 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ®.f: - SECURE HOLDDOWN TO 6x6 DF-LPOST W/ ( 5 ' NOV w - v di 0 M 36 D :,,,: EN S SY x 2/ SCREWS. ;M( ) 4 T V 2 O i 1� ?.::: e•:04-PROVIDE (2)#4 DOWELS 'r/\' 1 li %" DIA THREADED ROD W/STD WASHER @ O :::::: / --e EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF 1 W/STANDARD HOOK �•°; .. : • SIMPSON HD19 WASHER&MASH THREADS ABOVE &BELOW NUTS. @ EA HOLDDOWN BOLT 4 , 24; © © wr r© Alik v 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL- ... .,, 7.0 S7.1; ;.. r 'f , SECURE HOLDDOWN TO - _ _ 0 •., 6x6 D F 0 L POST W/ 5 1 DIA - � _ � ) 0 v v A307 BOLTS. i I co 17 16d NAILS @T OP f v AIL S 0 INTO DBE. T D ( ) @ S U S& WRAP AND NAIL STRAP TO 1 C: 0 �. ® ;<::: cn 6 SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/S7.0 0 Kr °. ` - o W. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE , z , . O Z �� (24)- 16d NAILS @ TOP INTO DBL- STUDS & WRAP AND NAIL STRAP TO 21 21 Ali 21 SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 r. O O BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE a 57.1 • ' 0 1 OQ ,, Q 0 w w 17 - 16dNAIL ® o NAILS TOP AND BOT FOR 0 EA STRAP INTO D( ) W :RAP A @ ND NAIL STRAP T D AL O(2) SIMPSON m J ® ® ere ® © 0 w 6x6 P T. m J OS TA S GGER STRAPS APS ON OPPOSITE � 16 OSITE SIDES OF S O m BM/HDR BELOW W _ 0 PER 11/ 7.0 MST48 S J co 8 S EA END �•I�� ND C 0 0 POST AND CENTER STRAPS ON FLOOR CAVITY ' ''' & 12/S7.0 IF APPLICABLE Q ::I�' . It � ::�`,¢� /r/..•:j::;; �•' n:;vi. :a; f ;� F :+'i;;4'' �-'01 wlw yF"''r.::< .0' L AL (24)- 16d NAILS @TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO c� ;':` ,!%;f �: �' ; ,/ 1► ©. S7.0 _ © (2) SIMPSON INTO 6x6 POST. TA 1,`/ ;� %: W O - 0 :, j -Co C Q O c� STAGGER STRAPS ON OPPOSITE SIDES !' •� F D �// _ 9 MST60 EA END ° hole `� „' !f :. -> OF POST BM/HDR BELOW PER 11/S7.0 :. ,r, . my AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 6 °° (42)- 16d NAILS @TOP AND BOTTOM FOR EA STRAP R !""' , .f..,.ff: t .. ' ' : _ .a> 6 fy >0 Allk (2) SIMPSON W AP AND NAIL STRAP TO �- ,� © © O , mow:INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES r � m.,10 CMST12 x 96" EA END BM/HDR BELOW PER 11/S7.0 �� ., S7.0 S7.0 :`i`" "m OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12f 7.0 I © O ©` L .R © 0 �� S F APPLICABLE ri 0o NOTES. L' " � r , \/L� MAIL - - I�mv @ o�i 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). O 'I © Q © © © © ►�. �� z ct 2. PROVIDE HOLDOWN NOTED WITHIN 6 OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. ® © "" 15 3. ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y") MIN. • 3 e 0 0 a_ 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF O Q BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. © © 0 0 0 w E 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. o m 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. UNIT BM U N I T C UNIT Ta LOT 63 LOT 64 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. UNIT B LOT 61 LOT 62 SHEET NO cp Q. co -2 L 53 a' MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN A ca S3 SCALE: 1/4" = 1'-0" m JOB NO. 6 CEN-090 BEAM SCHEDULE SHEAR WALL SCHEDULE KEYNOTES Q (2)2x8 15 55 x 14 PSL (FLUSH BM) POST SCHEDULE SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 -- 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 2 (2) 2 x 10 16 5/ x 10Y2 GL (DROP BM) 4 x 4 2 2 x 6 TRIMMER 2 2 x 6 TRIMMER O (NJ H (2) M (2) C1� SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O. SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4" 0 x 4Y2" @ 12" O.C. g 4 x 6 0 (1) 2 x 6 KING o 6 x 6 KING Z + @ JOIST OR BLK'G CONDITION ® SIMPSON ACE6 03 4 x 8 17 4 x 6 6 x 6 Q ,, e 1 0 19 SIMPSON LUS26 @ EP,JOIST a ® I (2) 2 x 4 TRIMMER N (2) 2 x 4 TRIMMER .__I 1 x 14 TS/LSL (FLUSH / US 4 A / APA RATED SHTG ONE /2 x 10 AB's @ SIMPSON LTP4 @ 4 SIMPSON ACE4 POSTS FOR HANDRAILS. REFER TO DETAIL 34/ 7.2 4 3Ys x 9 GL 18 ( ® 6 x 6 DF#1 0 (1) 2 x 4 KING o (3) 2 x 4 KING 20 0 S „ 39 � O O BM} o 1 lir SIDE W/8d NAILS 6 OC OC (EMBED 7") o 24" OC RIM JOIST SEE NOTE 1, 2 5 SIMPSON HUC48 CO (2) 2 x 4 ® d' EDGES& 12" OC FIELD 16d @ 6" OC TO PLATE BELOW 21 SIMPSON ABA46 W/WEDGE-ALL ® 3Ys x 10Y2 GL J (3) 2 x 4 (1)2 x 6 TRIMMER 0 19 5Ys x 16Y2 GL(FLUSH BM) O Y2" o O , M (Cs " 1 " (3)2 KING B / APA RATED SHT'G ONE /2 x 10 AB's @ SIMPSON LTP4 ® SIMPSON LGT3 < SIMPSON ABA66 W/WEDGE ALL (1) 2 x 6 TRIMMER K (2)2 x 6 ( ) z 4" 12" OC (EMBED 7") 16" 1 O (2) 2x 6 KING SIDE W/8d NAILS 4 OC ( ) 6 5/ x 12 GL(DROP BM) 20 5 x 15 (24-V8) ( ) 16 OC RIM SEE NOTE 1 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR s { Y GL 24 V8 6 x 6 DF#1 @ C M JOIST , 2, 3 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA o ) O s ( ) (1) 2 x 6 TRIMMER O 12" 4" - CC r- �, EDGES & 12 OC FIELD 16d @ 4 OC TO PLATE BELOW O CONDITIONS SHALL BE PRESSURE TREATED LUMBER " - O 6 x 6 KING W/8d NAILS @ 2Y O.C.. EDGES, 12" O.C. FIELD. 3Y2 x 14 TS/LSL ( FLUSH GIRDER TRUSSES ® (3)2 x 6 C0 %"APA RATED SHT'G ONE Y2"x 12"AB's @ SIMPSON DIAPHRAGM SHALL BE BLOCKED HATCHED AREA (5":-1 FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O 21 < SON LTP4 @ @ ( ) BM) BY OTHERS © SIDE 12" OC (EMBED 7") ® ) S E W/8d NAILS 2" ( ) OC W/8d NAILS 6" O.C. EDGES, 12 O.C. FIELD MIN & SHALL BE STAGGERED 9 OC RIM JOIST SEE NOTE 1 2, 3, 4 ED 12" @ 16d @ 8 (2) 2 x 4 22 2 x 8 LEDGER ® II- EDGES & 12 FIELD 6d 3" OC OC IELD @ TO PLATE BELOW Og HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O o ' 1 " 24 W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD 11-- 0 D /"APA RATED SHT GBOTH /2 x 12 AB's @ � SIMPSON LTP4 @ 1 p SIMPSON HUCQ412 @ FLOOR TRUSS BY g (2)2 x 12 J lir SIDES W/8d NAILS @ 4" OC 12" OC (EMBED 7 ) .8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 O BALLOON FRAMED WALL. PROVIDE WALL STUDS O OTHERS GOOD FOR WALL IDENTIFICATION EDGES& 12" OC FIELD 16d 3" OC 11 ALIGN FLOOR JOIST WITH SHEARWALL 25 23 EACH UNIT HAS BEEN ENGINEERED @ TO PLATE BELOW @ 12 O.C. 380 PLF WIND 0 10 5Ys x 22Y2 GL(24-V8) TO BE STRUCTURALLY INDEPENDENT CO IMP (DRAG LOAD 0 A• i/2" RATED SHT'G BOTH /2� x 12"AB's @ 7") SIMPSON LTP4 @ 12 SIMPSON HUC46(MAX NAILING) 26 SIMPSON LTT19 W%" 0 x 6 LAG SCREWS ( ) OF ADJACENT UNITS .J Wre SIDES W/8d NAILS @ 2" OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1 2, 3, 4 O PER DETAIL 37/S7.2 „ a HOLDOWN LOCATION „ O. STRAP ENDS OF BEAM PER DETAIL 12/S7.0 ® 2 x 8 @ 16 O.C. 24 4 x 10 EDGES& 12 OC FIELD 16d @ 2 OC TO PLATE BELOW 27 SIMPSON AC6 v a SIMPSON ECCQ5-6 ....'f <� ::{�.O.f:f:f:`' EE€E>`€E': SHEAR WALL Atk. /4" 0 SIMPSON SSWAB HS EA ATTACH TO TOP PLATE 14 Q o 2 x 6 16" O.C. 6 x ```€'`E```' `"'r''"""'''`'' '"''E'"'` z 1r SSW12 END (EMBED 12" INTO FTG) OR HEADER 12 @ 25 12 CI 2 x 7 ) N/q ,� DER W/(4) SDS 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 14" FLOOR TRUSSES -� N/A 1 Y4 x 3/2 SCREWS. SEE 13 26 3y x 12 GL (DROP BM BEARING WALL NOTE 5 EXTEND WALL SHT G THROUGH PERPENDICULAR o BY OTHERS O ( ) °J of 16 o _ WALL PER DETAIL 16/S7.1 INFILL WALL NEEDED Q D O29 AS EDE_D ROOF TRUSSES 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE o 1-. BY OTHERS NON-BEARING WALL END (EMBED 14" INTO FTG) ..................................... ._.,_.. lir SSW15 x 7 ( ) N/A OR HEADER W/(6) SDS 1:2 CO N/A %"x 3Y2 SCREWS. SEE v _ NOTE 5. \ \ \ \ Q 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE W lir- SSW21 x 7 END (EMBED 14" INTO FTG) cr) U3 N/A ) N/A OR HEADER W/(12) SDS /4 x 3/2 SCREWS. SEE E NOTE 5 4k 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 0 0 1 lir SSW24 x 7 END (EMBED 14" INTO FTG) OR HEADER W/ 14 SDS CI) 25 25 25 N/A O O O O N/ 1 " 1 N/A x3 /a /2 SCREWS. SEE NOTE 5. 6 6 6 S7.0 S7.0 • 6 NOTES: 1 S7.0 1 7.0 : S7.0 /a STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 0 413, 2. IF AB SPACING IS RE :r.:r:. 0 0 GREATER THAN SHEAR WALL LEN , ?:::: , . :.:::.:..::::: ,::.::f:<. .:....,:...:.:. ::. ..........r. .. :........ , LENGTH INSTALL 1 AB WITHIN 1 N 2 OF :::,: � 0 EACH WALL :.r.::.,:.::.: ........:........:..... ... :....:::::...f...:.. ..r.. . ....... f,:f,. .::..:::.�.:�:.. :.f..:....,r..::.:::::f::� .... C LEND. .. . .:::.�.... ::.. ...f.�....:..r:.... . .... ..irr.r ..... ..... :. ..rf..: :........:......... f ........::.:::r..r :::.-:.:. ... { ) ..........fr.. ....... r......f...r.r...r.. .::: .. .. ..........r..:...... .. .... ......:. ! ..!....... ......r.... �r .::/... �:� ::l:y.::.::i {� p ::::..:....:: :: :.:r::f%frr}:{r•i.:r.r::::x..:. .::.:. -a � ........... '4 ...:..:..r.P' :R".� .... . .... .. 5�.,�..r....... :..lr:iil....:..:....:.. ...fi..i.i. ......... .. .....:.... ../.r:lr:r! !...... ... :ff.. .B.- .da. .. .......:.............r..r. ... �7 ............ ... .......... -'�- ww r:...:.....:.r:/.r.n.r:.. k}�,�66. ...:.:.•::.�::..... ..i....!. :•:!f::•!.:•>::.:�. ..'4R'_. :.',�' .&x a.�ltc..6+.. ....:.....r.:./.:. �' -.:Y�..f. .. q R::..:. . ....f fr..:.:..:.l....r.............. ... .. .: f:y.:. .:..:......... ...dk. .dt� ..... ......:..F' ....:.....:::r.�..:..r.:.. 9'� ,tw��',G.�:::fi.::....::•>/'.:::•:...f..w 'Q. f.:.>::•f::l::�..;.:::f fv: �•::.:::•;.;:::.t�,,a� ,8 .6 YEx,.......:......r........../...��.c�..w.r.... /./..:. :�f.,.,fr:c;:�::::::..... :..Y,tO�, • �;,�,,� :niE�%<rEf%r`.::::�� • t,: � .-.0 i I 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF l ► j o �, ADJOINING WALL SHT'G ARE TO BE STAGGERED. 0 0 O 0 0 0 0 © 0 0 co © l o 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. 1 ;::4, O Q O ,,, VERIFY SPACING OF ANCHOR BOLTS. €> E' b 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT. O Q 4,•v v f 5 r f::. • o 8 `.y �i S7.0 o �; NT N Q, 3� fir' � Z = '."23 € I g::: 1 - HOLDOWNSCHEDULE S7.1 SIM SIM '` x A e A(r r O N m 9 0 9 ., rq HOLDOWN ATTACHMENT COMMENTS S7.0 ® S7.0 ; v� o P, UNO P, UNO f,. w. :..:VD „ v., . , ,:. Eaii■, AL 1 0 NOT REQUIRED NA NA = ...r�+ . .. _,•. ;: tRUCTUR SIMPSON SSTB24 ANCHOR EMBED 2(�8 INTO PROVIDE#4 DOWELS ® - j 21 s A� 0 SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK O ; O 0 O PR ... ,Nr- (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT -> 21 60) - �� G%NE cf/ „ • el , • 12,320 0 IMP �� SIMPSON SSTBL28 ANCHOR / 0 THREADED ROD W/ s STD NUT AT EMBEDDED END AT INTERIOR SHEARWALL) ,:#0,....4„ PROVIDE (2)#4 DOWELS Q E ; " AL j C52a=4 -- EMBED 247/" INTO FOUNDATION/8"AT INTERIOR 18 18 W/STANDARD HOOK E. • o _ ® 18 SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ OREGON @ EA HOLDDOWN BOLT OPTIONAL '..z:. .: w �.. ": O2 'y © (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO w w OPTIONAL; el),15s\s, 4r. EACH 2x PER DETAIL 5/S6.0 &SHEARWALL x €` w �y : ,y N LJ_ ¢ LL € J. E\41 ' SCHEDULE. (3) SHALL BE • S FULL HEIGHT& G SECURED ¢ , { ) w : w : : r TOGETHER W/ 16d NAILS @ 6" O.C., EA SIDE. u- r E z ilili Z :..,,r,».:..:,.. �,,:,>.,:,,,.,,.:,:.r E Z EXPIRES,12-31-2411 0 O 0 0 €€ SIMPSON SSTBL28 ANCHOR EMBED 247/8" INTO PROVIDE (2)#4 DOWELS '•' 0 _� 0 ;: Alik : €< J 6P -N--m-� OI •N _J OP .N (1 8#?EN r w SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK w _� :. ,M ¢ .., _ _. © (20) SDS x 3 SCREWS. :: TYP UNO �z; : < -� _• { ) Y4 @ EA HOLDDOWN BOLT ¢ - M M m ' © m E; "" r ¢ TYP, UNO•,N• le co ,.,..„ < _, (-NI 1 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS - / s<II' rJ/ " • "~ \ v, �" �� ¢ U co e EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK >r€ r• , Ak SIMPSON HD WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT 0 co SO HDU14 : u, ® > v 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. '"' E AL ::•• i 6 g O O I' :!:. U Ed:•:•. ,SECURE HOLDDOWN TO 6x6, DF-LPOST W/ Er 21 Q 21 El w• i ,,,,,,,L._ „, i ,36 SDS 1 ® N 21 Zv €Y w �d = Q::::: , ,.. , .:__„, :::: ,S S x R f / 21/ SCREWS.{ 0 0 0 0 ) 4 2 p ,... 1 ±?€ 21 ;...:;,.: 1Y" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS ; EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK S7.1 : : :r 1 ALWASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT EEE'' .: €€€€'' SIMPSON HD19 € ":::::::::,., 1 v 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. 4 >` I 0 `` ` I' '{ SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA S7.0 6 € '� 6 `: r • A307 BOLTS. ;> :::.r S7 0 r S7 0 :. ..... ...0 a r AL 1 , AL (17)_ 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO ;€ €I O �C 18 0 x O © O 18 Q O 4 SIMPSON MST48 (1 ) 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 ® -8 : ,, , 6 ir, O BELOW. (CENTER STRAP ON FLOOR CAVITY) D & 12/ 7.0 IF APPLICABLE CABLE �. .;;,<.:>;;;>;;;:::;:<,: ,:f E: 's :.1 .:.: f.. f ff ..r.i... :moo-v ..... : : �,:.::�:::::,.::::•........ :.ff:... ,,.l... .:.,..�1/1 ■►1�..��:::::..f :::...:. � f .... r,f.;1� / ► \ z Ak. 24 16d NAILS TOP INTO DBL. STUDS& I >: Q { )- @ WRAP AND NAIL STRAP TO D i „ f 1{' E; SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 0 " .. _© .+ ".. © - BELOW. CENTER STRAP ON FLOOR CAVITY) 1 / �� Q� © f:< co v ( ) & 12/S7.0 IF APPLICABLE A 0 r ll v _ r 0 w 0 i'D_ .: o 17 16d NAILS TOP :€ ::::>s«<:>E:;E:.:>:::<;<::>;:�r»:>::::;<::>:..� 6 .,�,r ( ) S 0 AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO �� .<.fr`:r,... ::;>,:<::<<,`;`::»<:>r<.<,.•<:>::�� - @ 0 -_.6w'E:Er' :•: .. ..rfr:.•:::;•>::9.am . •. ...''`.:.:::::;/?:Yf.:l.'::.<.,::>;:•:; ' ■ O .� (2) SIMPSON 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF 30 � 30 30 30 =_-8 MST48 EA END BM/HDR BELOW PER 11/S7.0 Q POST AND CENTER STRAPS ON FLOOR CAVITY & 1 <` © © S7.2 S7.2 57.2 S7.2 co 2iS7.0 IF APPLICABLE <. © ti!41) OPP OPP €r . (2) SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO `'' ''`� ''` ''' • 9 MST60 EA END INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 i 6 - OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE O O S7.0 O O 06 Ak (2) SIMPSON (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO 6 > INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 I 57.0 10 CMST12 EA END UNIT BM UNIT C UNIT C UNIT B w m OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 0. NOTES: LOT 61 o) 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6 FULL HEIGHT(TYPICAL). LOT 62 LOT 63 LOT 64 0 cK =1 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. `co 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. .1:7) 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF o BEAM w TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. w 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. o a� 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. TO 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. U o SHEET NO. Ta- co 0 ca SECOND LEVEL SHEARW III A ALL & THIRD FLOOR FRAMING PLAN 54 cts S4 SCALE: 1/4" = 1'-0" a.> JOB NO. co CEN-090 SHEAR WALL SCHEDULE 1 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE 1 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 OA 4 x 4 (2) 2 x 6 TRIMMER (2)2 x 6 TRIMMER (f) O O BM) H ( ) M ( ) SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O2 SIMPSON CCQ66 1 g (2) SIMPSON SDS SCREWS y4" 0 x 4Y2" @ 12" O.C. g 4 x 6 O (1)2 x 6 KING O 6 x 6 KING O z 2 2x10 2 16 CONDITION ( ) 5 x 10 GL DROP BM @ JOIST OR BLK G O Ys Y2 ( ) 1, 1 " 1 O3 SIMPSON ACE6 19 SIMPSON LUS26 © EA JOIST C 6 x 6 O O I (2) 2 x 4 TRIMMER N (2) 2 x 4 TRIMMER Q A / APA RATED SHT G ONE /2 x 10" ABs @ SIMPSON LTP4 @ ® SIMPSON ACE4 POSTS F R 4 x 6 ® 6 x 6 DF#1 0 1 2 x 4 KING O (3) 2 x 4 KING °� 1 lirr SIDE W/8d NAILS 6" OC 39" OC (EMBED 7") 24" SEE N O 20 S 0 HANDRAILS. REFER TO DETAIL 34/57.2 O3 4 x 8 17 O ( ) E CL 0 DGES& 12" OC FIELD 16d 6" OC OC RIM JOIST S NOTE 1, 2 O J (3)2 x 4 @ TO PLATE BELOW 5 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 1/4 x 14 TS/LSL (FLUSH (2) 2 x 4 (1)2 x 6 TRIMMER APA RATED SHT'G Y2'x 10"AB's 6 SIMPSON LGT3 O4 3ys x 9 GL 18 BM) OO 0 = co B G ONE @ SIMPSON LTP4 @ O 0 SIMPSON ABA66 W/ ALL ) F (1) 2 x 6 TRIMMER K (2) 2 x 6 (3) 2 x 6 KING lir SIDE 12 OC (EMBED 7 16" Z W/8d NAILS ( BE 1 O (2) 2x 6 KING S 4 7")OC A ALL MEMBERS PER 1 ( ) @ 16 OC RIM JOIST SEE NOTE 1, 2, 3 S PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE. BL 5 Sys x 10/2 GL 19 5/ x 16Y GL (FLUSH BM (1) 2 x 6 TRIMMER P 6 x 6 DF#1 „ 7 BLOCKED AT HATCHED AREA O O s 2 ( BM) - ( ) ER O EDGES& 12 OC FIELD 16d @ 4" OC TO PLATE BELOW O CONDITIONS SHALL BE PRESSURE TREATED LUMBER L 11 I, 1 6 x 6 KING 23 W/8d NAILS @ 2/2 O.C.0 , EDGES, 12 O.C. FIELD. O (3) 2 x 6 � %°APA RATED SHT'G ONE Y2"x 12"AB's© SIMPSON LTP4 DIAPHRAGM SHALL BE BLOCKED HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x 6 Sys x 12 GL (DROP BM) Ci) Sys x 15 GL(24-V8 0 11 1, @ @ O O (24-V8) 2_......„ V SIDE W/8d NAILS 2" OC 12 OC (EMBED 7") O Cr) 9 W/8d NAILS 6 O.C. ED E MIN & NAILS HA OC RIM J01 JOIST SEE NOTE 1 2 EDGES, 12 O.C. FIELD S S SHALL BE STAGGERED 12" @ S 2, 3, 4 @ 31 x 14 T / GIRDER TRUSSES 2 S LSL FLUSH S EDGES & 12 OC FIELD 16d 3 OC ( 7 @ TO PLATE BELOW 21 F® 0 Og HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE. BLOCKED AT HATCHED AREA O BM) O BY OTHERS L.L , 1 1 11 1� 1 24 1� 11 4"A / x12 AB's O PA RATED SHT G BOTH 2 @ SIMPSON LTP4 W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD D lipr12" OC (EMBED 7") 8" OC RIM J O I S T SEE NOTE 1, 2, 3, 4 O. SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS O (2) 2 x 4 22 2 x 8 LEDGER WALL IDENTIFICATION 0 u.... -� SIDES WI 8d NAILS @ 4 OC EDGES & 12" OC FIELD 16d @ 3" OG TO PLATE BELOW O. ALIGN FLOOR JOIST WITH SHEARWALL ,../TA 5 @ 12" O.C. EACH UNIT HAS BEEN ENGINEERED 12" O FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT 11 g 2 2 x 12 CO APA RATED SHT'G BOTH y2 x 12 AB's @ SIMPSON LTP4 12 SIMPSON HUC46 MAX NAILING) SIMPSON LTT19 W5/8" 0 x 6" LAG SCREWS O ( ) OTHERS GOOD FOR© @ O ( ) 26 23 0 OF ADJACENT UNITS r SIDES W/8d NAILS @ 2" OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 PER DETAIL 37/S7.2 O 380 PLF WIND a HOLDOWN LOCATION W EDGES& 12" OC FIELD 16d @ 2" OC TO PLATE BELOW O. STRAP ENDS OF BEAM PER DETAIL 12/57.0 10 5Ys x 22Y2 GL (24-V8) v 20 SIMPSON AC6 (DRAG LOAD) 0 lik. /4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE 14 SIMPSON ECCQ5-6 16" <: <ff:f:-off;; :;..;; r:;;;.. SHEAR WALL z 12" 11 2x8 @16 O.C. 24 4x10 lir SSW12 x 7 END (EMBED 12 INTO FTG) N/A OR HEADER W/(4) SDS 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 O -I N/A 1 "x 3 O O BEARING -I ya Y2 SCREWS. SEE EXTEND WALL SHT'G THROUGH PERPENDICULAR 12 2 x 6 @ 16" O.C. 25 6 x 12 jr G WALL f/ NOTE 5 I.J� ----I 16 <O _ WALL PER DETAIL 16/S7.1 INF 1" ILL WALL AS NEEDED 14" 1 0 SIMPSON SSWAB HS @ EA O. 14 FLOOR TRUSSES W © EN ATTACH TO TOP PLATE 13 BY OTHERS 26 Sys x 12 GL (DROP BM) NON-BEARING WALL END (EMBED 14" INTO FTG) O lir SSW15 x 7 ) N/A OR HEADER W/(6) SDS N/A 1 „ 1 ROOF TRUSSES Y4 x 3/ SCREWS. SEE 14 2 O BY OTHERS NOTE 5. w © 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE = D lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS (i) co N/A Y"x 3Y2 SCREWS. SEE 18 18 18 18 NOTE 5 S7.1 S7.1 S7.1 S7.1 Allik 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS ■ / Q 1 O N/A Y4"x 3Y SCREWS. SEE v Q 111.1 Q • :..::. v ..r... ...:..... • f.r..r....:...:..::..J......: J..- -. :.. �/.: ...f..... � rr.. .�.:.. :..J....:::. r ./.. ....:..nFr.r.....:.:.... �. ........./:.:...l.:....... .:........--:..........:..... .. ..r. ....r.{. I.J.... ...r :n f.....f... ./frr .s.r....:... .........f....x...... ...... +....J.f....... a ..:.........:.. r.:/: ....::i..../Frv•F :.?•!•J•.-. .r:....<< f•:x: ...•.•::•�v::.�_ r. :... /..r:. .... ... '•/:ff:'F.i%air?-.'•'+.'•iif4;1,. J a ..f r ??••/i:%•:.•.-:iY r: NOTE 5. -I .�..::. ..... . < , .,.J. :. ....:. . :.. .:.....F . :.1+< � .... f.::... .:::.. ,:'.: „>�:.<�:. J{{J,y:z.•:? { :;;.:?.J,:;E�:;i • 1 �;f,• NOTES: ;:: I •a1 :;:. K © 2 ( H 0 � 0 (ID © 0 © © 2 0 K ;::::.'i., CI F ® 410 0 i ;fi: _ 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. �, 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF O E ;.. Q, N ADJOINING WALL SHT'G ARE TO BE STAGGERED. >% Fr. v • v 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FR M 16d Q {:> o 0 C COMMON 0 MONNAILST020dBXEN ..,.. BOX END NAI LS. • `` VERIFY SPACING OF ANCHOR BOLTS. TYP b UNO U 0 TYP UNO 0 �' 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. ` : f ;;; l,,,,� 19 411 V 57.1 •}> I f.r _:. I i ::J a° E {� a - v e� '� - f O 32 ! !".11v ., - 1) U ip a 57.1 ' r.., 0 cv i. ` S7.1 ff.: F °� is+:, , ii ' ::: Ct 0 .,...4 .... i , HOLDOWN SCHEDULE :::,i......... S179.1 v iJ'3 ;;y: t`1 .1uu !, il • - 1 , , M :: : 1 f/E ,.: U .........: s ? I is 3 ?3 HOLDOWN ATTACHMENT COMMENTS I. : j N �: :.g m J P, UNO ... w ii i P ---71.- )0 : .------------- :: :::.1 0 -7-7- i I ii: NA - E :: O `� ,.. { 0 AIL NOT REQUIRED NA :: :::::::::"::: -- yi�r,{3j{PTI O NFL :......... Y ri € AL SIMPSON SSTB24 ANCHOR EMBED 2 " INTO PROVIDE#4 DOWELS StRVCTURA� • .:,„_„.„:„.:.::::: 1:1:: J a 1 SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK ; 0 (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT 7 €� 3 �� G� f�?r, 1 N O 1 2,SIMPSON TBL ::::::::..-.-...,,....:::.:.SS 28 ANCHOR (/ 0 THREADED ROD W/ v _ »..,..:.i i J STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE 2 #4 DOWELS € " ' °� �"EMBED 24%" INTO FOUNDATION/8"AT INTERIOR O E W/STANDARD HOOK 17 €AIL SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ :i AA © @ EA HOLDDOWN BOLT 57.1 �; .. � . ;: �: : � v ORE $„ (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO •... i__ ® Y 1 EACH 2x PER DETAIL 5/S6.0 & SHEARWALL .:::.: :::I :.::::::::::.: I ,� - C� I SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED �; TOGETHER E: OG HER W/ 16d NAILS @ 6 O.C., EA SIDE. O � E.[ 1 ; OPTIONAL :! :::-.: :,:....,.: NA$ EXPIRES'12-31-2011 rr,I„.1:[ : W ? r OPTIO SIMPSON SSTBL28 ANCHOR EMBED 24/s" INTO PROVIDE (2)#4 DOWELS Allk, F; SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK � - � r- 1 32 20 SDS x 3 R r;, © S SCREWS./ G S EAHOLDDOWN B LT , 4 0 `: @ 2 O 71 W_ S . N �4r E: 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS � "' " - - :7 o EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ::::rf.::..•v.r:.».:,.rsf..r..f<oa:r.::y ' J :::::.w:............:.ns. { l :,::r o 0 I f o•WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT w AL SIMPSON HDU14 1, 4 12 MIN EMBEDMENT INTO FTG BELOW STEM WALL. :. ::::.:, �. ::..:.:: .r.::.:,:: z w SECURE HOLDDOWN TO 6x6, DF-LPOST W/ TYP @ 0 ER © O TYP @ 0 u; I Q Q OVER- cn w Q (36) SDS%4 x 2 2 SCREWS. FRAMING `'I w _ 32 0 0 U o MIN 1%" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS 7 57.2 �� 7 Ak EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK 57.0' `• , ` I S7.1 WASHER&MASH THREADS ABOVE & NUTS. @ EA HOLDDOWN BOLT O SIMPSON HD19 ® © 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. r: :••• SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA A307BOLTS. :':>:. :.:,:r??r:,: r�:<%...:.fF<f,.::.::�:,>:.::::,.<;;>... . :.::..:f„fJ�t.,?!:•r:????.;;?.:��{?.. .-.-//1.J.:J .{.J• ..r::.. r:4 aiii:•i::•:: F•::': • n:.... Sln <a.-...J.:..:J.r...M::i.:......... .. .../:i.a /� J ....:.::!•:�:il.:.:;:i J...f:.•!ll ?.-.... { f„Fr 7 ••• Lie i:•i:??•'fa:• ??:':i.?•iii'a:•? i•::........t y i (17)- 16d NAILS @ TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO Fir.E: O O 1 A. SIMPSON MST48 (17)- 16d NAILS BOTTOM INTO DBE. STUDS _ , 0 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) BM/HDR BELOW PER 11/57.0 21 © x_ © 0 © ® _ co ( ) & 12/S7.0 IF APPLICABLE 0 �G © © z z Alk ■�;. I t ,--...„ .,::::i;r?ry j.y ,.s O (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO - -_ -- _ "`` f.,,,•,., `` r:> SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 FK K _ � � OI Q - °- BELOW. (CENTER STRAP 0 r��. v ( S P ON FLOOR CAVITY) & 12/ 7 �, U S .0 IF APPLICABLE D FF 18 o . 17 - 16d NAILS TOP AND B T FOR EA 6iiiik.gitZ:;',: r;f{;•,•?;; o AIL ( ) @ 0 0 STRAP INTO WRAP AND NAIL STRAP TO 57.1(2) SIMPSON B - 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/57.0 NV • ' 8 MST48 EA END 0 6 • POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE 18 _ cn I 18 o v (2 SIMPSON (24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO S7.1 S7.1 AL ) INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES DR BELOW PER 11/S7.0 9 MST60 EA END UNIT BM UNIT C UNIT C � OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE 19 U N IT B 19 00 (42)- 16d S7.1 - (2) SIMPSON ( ) 6d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO (� (� 57.1 INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/57.0 LOT v LOT 62 LOT 63 -a 10 CMST12x96" EA END LOT 64 m OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE W = NOTES: co 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). o EC _c I 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. u' 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. _- 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF Q AMT SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. w 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. o a) 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. ca 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. U O SHEET NO. co cz -O Q. o. m ' UL • THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN 55 A n S5 SCALE: 1/4" = 1'-0" a) I JOB NO. U CEN-090 NOTE: 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. ANCHOR BOLT BETWEEN SILL PLATE AND NUT,TYPICAL. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. \ TRIMMER STUD OR 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. (3) 2x KING STUDS •\ POST @ OPENINGS WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SECURED TOGETHER ° PER PLAN 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT SBX/DOT CHEMICALS. W/ 16d NAILS @ 6" O.C. . EDGE NAIL WALL WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE, ARE WALL SHEATHING FROM EA SIDE, 16d NAILS . SHT'G TO EA 2x& SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ'D. SEE PLAN n WALL SHEATHING NOT SHOWN FOR CLARITY SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE, ARE n , �/ SEE PLAN STAGGER NAILS REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY,#4 BAR Y2" DIA x 10"AB's @ 48" V AS SHOWN VERTICAL REINFORCING IS REQUIRED @ 48" O.C.AS ILLUSTRATED OC &WITHIN 12" OF HOLDDOWN WHERE Y2" DIA x 10"AB's @ 48" ALL CORNERS & /- OC&WITHIN 12" OF ° 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR BELOW. APPLIES, PER PLAN HOLDDOWN WHERE WALL SHT'G EDGE VERTICAL REINFORCING IS REQUIRED @ 48" O.C. AS ILLUSTRATED OPENINGS. TYP UNO IN ° ALL CORNERS&BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED OPENINGS. TYP UNO IN APPLIES, PER PLAN NAIL SPACING PER SHEAR >.,.° J SBX/DOT CHEMICALS. - 2x PT SILL PLATE . • 2x WALL FRAMING °• 'a °.1 11 1 11 SHEAR WALL SCHED . ° WALL SCHEDULE/2 DIA x 10 AB s 48 _ @ TYP U.N.O. °°°° 2x6 @ 16 QC TYP ° 2x BOTTOM PLATE ri, @ WI/2" DIA x 10"AB's @ 48" OC &WITHIN 12" OF OC&WITHIN 12" OF EDGE NAILING PER • • U.N.O. SIMPSON HDQ8 ALL CORNERS & � 2x P.T. PLATE, SEE SCHED all \ ALL CORNERS& SHEAR WALL SCHED ' FOR ATTACHMENT EDGE NAILING PER • ° 2x P.T. PLATE, SEE SCHED PER HOEDOWN 't-.;,f"' • 0 OPENINGS. TYP UNO IN 4I II OPENINGS. TYP UNO IN SHEAR WALL SCHED FOR ATTACHMENT SCHEDULE • 7 2x P.T. SILL PLATE I I i 4 l I d SHEAR WALL SCHED II SHEAR WALL SCHED ° (2)#4 BAR d FINISH GRADE �� SLAB ON GRADE @ ° (1)#4 BAR CONT @ TOP CONT AT TOP 1 1 I k AT ENTRY � ��- FINISH GRADE t..,:.."1- � SIMPSON SSTB28-I I -I- Dg - r:t LIU 8 CONCRETE FACE OF = • d o e ° SLAB ON GRADE °' . /-; -- CONCRETE STEM WALL. cfl 4 d TE ALL LA '� II �S MW UNO ON P N CON RETE II � ..d 1 G d d j2::: AT GARAGE G G a 1 d . . - SEE TYP STEM/FTG # EQUAL TO FACE OF / II a ' d ° 4 BAR AS NOTED I d 00 ae ► d 4 d 1 ° ° 4 REINFORCING DETAIL STUDS ABOVE I ABOVE d _ II� ° I..L� cg • o. a • 4 d. z 4 d I l I 1 1 ° ;, I °d d d ° d . � I • Z ,� � -III I . . a ° � . .• _ ♦ ® � Qo \ . ►� RIGID R-15 INSULATION I III- d . a ' Ct (` \--- = z i� ° SLAB ON GRADE '' CONCRETE STEM WALL. ° °° ` °d 4'1 ° d W f, \/\//\/�. ° �}! '_ AT GARAGE SEE TYP STEM I FTG cr)u , �' = ° d. REINFORCING DETAIL a. • ° / J \//\ / / M -I d 0 (1)#4 BAR CONT ' e 1� / -1.--.14- .... .,,,r < • "' AT BOTTOM /�/ / /v, #4 BAR CONT CONCRETE STEM WALL. • FIRM UNDISTURBED i/�\ �\/ AT BOTTOM SEE TYP STEM 1 FTG %\X\\\j\/ A �`- - ° FIRM, UNDISTURBED FOOTING PER SOIL OR COMPACTED /\//\'/ REINFORCING DETAIL \�/\\�/\\�/.` //\��\X\ SOIL OR COMPACTED / / / / / FOOTING PER STRUCTURAL FILL SCHEDULE STRUCTURAL FILL / SCHEDULE / FOOTING PER j� � � CO SCHEDULE /�//./ TYP STEM I FTG REINFORCING TYP PARTYWALL REINFORCEMENT FOUNDATION SIMPSON HDQ8 DETAIL PERIMETER INTERIOR 5 1 3 4 2 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. - P N CUT PLATES AT SSW. VERTICAL REINFORCING IS REQUIRED @ 48" O.C.AS ILLUSTRATED ® V -. BELOW.VERTICAL REINFORCING MAY BE OMITTED WHEN POURED '" M 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR REFER TO 11/56.0 FOR � •.- MONOLYTHICALLY .f O o BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT,TYPICAL. ADDITIONAL INFO ;;; .. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ _iii_______ . SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1}#3 HAIR PINS TYP @ 4" CONC. PORCH ,{ i. o SLAB ON GRADE SIMPSON SSW SHEARWALLS. SLAB BY OTHERS a^ o 1" CLR AIR SPACE AT GARAGE =�'V � ; (2) @ SSW24 x 7 SHEARWALLS N II CONCRETE STEM WALL. INCLUDING SHEET \ �•4 •. a C� ® .T.-4 ' :. 3 ROCK CONTRACTOR I WALL SHEATHING, I G . SEE TYP STEM/FTG e \ ° °wimp-wpm;waii wigwam, - TO VERIFY AS REQ'D. SEE PLAN �i a I REINFORCING DETAIL . ��w��al,,*∎:* R = = P4 ' .-; 8 EFER TO PARTYWALL I 3 �1 ip �� T " ANCHOR BOLT C <i i i i FOUNDATION GARAGE °°.° ° a l i"a1:4`6INI 2x P.T. PLATE SEE SCHED @ I °•°° � . . la PER PLAN • ;��=��4 � ;:. .-., ,_.., wends DETAIL FOR INFORMATION _ • FOR ATTACHMENT d � �-�� 0�` .. NOT SHOWN °o°: (�(- =I I STEM WALL BEYOND I � I�� (1)#4 BAR CONT© �,N ° • SEE INTERIOR FOUNDATION -I 2x WALL FRAMING EDGE NAILING PER �,i_ �I DETAIL FOR INFORMATION - I °ro '� O ° 16" OC ,-- kiI NOT SHOWN. NFORCING @ I SHEAR WALL SCHED ',e- i �� f' o °' ';;/ / '`"" , I PER PLAN GRADE ! WELL GRADED FREE o 1 BOTTOM REINFORCING DRAINING GRANULAR M i �I J I 2 #4 @ 18" O.C. W/ 4 !' a ,�, oo STD HOOK ° BACKFILL. (NOT MORE SLAB ON GRADE 41 .• •Il /_ SLABONGRADE III. ∎∎:-. II a I PER PLAN \ - - 6" 0 AT GARAGE AT GARAGE c �*� c9 THAN to PASSING 200 II ° I VI a - �- �' d _ d c�' ' i -I I = SIEVE) S�gucruR,�� 'II • k � , 0 . 1 D .. 0 a 4 d d ° ' • r "\ ' /• d PROT IL N . • a 4 -III- - I d .' • FTG PER PLAN ► ° z , 6" CONCRETE � 0\01 NE4 `' = =I I d I I= =III III ° �� I D d 4 d a STEMWALL 12,320 l FACE OF CONCRETE ao a ° II III- EQUAL TO FACE OF ' °� Ara r• ...4:. d 4 d . FACE OF CONCRETE - III I �_ EQUAL TO FACE OF ' �/ STUDS ABOVE ° ', I l I- 1- n - a . _ MN #4 BAR AS NOTED '� f .< ::;� STUDS ABOVE RIGID R 15 - „_ o - ABOVE OREGON d CONCRETE STEM WALL �� INSULATION p a ---\-- /� ��/� ` a y 15,N Q' � & FOOTING PER ° v \/\ e e yy/ (1)#4 BAR CONT �,� �� TYP PARTY WALL M CENTER FOOTING BETWEEN \�// / /, AT BOTTOM N j. Ee ° REINFORCEMENT DETAIL SEE TYP PARTY WALL b d D FIRM, UNDISTURBED- STEM WALL AS SHOWN, / //\/ REINFORCEMENT DETAIL FOR f /i, kd a "• INFORMATION NOT SHOWN 4 �A . SOIL OR COMPACTED REFER TO FOUNDATION PLAN 0 FIRM, UNDISTURBED EXPIRES'12-31-2011 /ijX//\)/\%/,\Y �/ �% �� /\ STRUCTURAL FILL / FOOTING PER PLAN &SCHEDULE / I- / \ \ \ \ \ � \\ � \ \ \ c� FOOTING SOIL OR COMPACTED \ \ \ PER PLAN STRUCTURAL FILL%�/\�/\�/\/ \//x///\/ X/X<\ #4 STIRRUPS @ 18" O.C. &SCHEDULE 0 = o ,/\ \ ` < U co ti 7 SLAB INSULATION DETAIL AT PARTYWALL 6 PARTYWALL FOUNDATION @ GARAGE FOOTING DETAIL 9 TYPICAL PORCH PERIMETER -f- S6.0 SCALE: 1" = 1'-011 0 . S6.0 SCALE: 1" = 11-0" S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 z z w da i LR C] 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. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR ANCHOR BOLT 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. PER PLAN BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ -�^ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS (7---D TYP @ u) 1 l2" CLR SIMPSON SSW SHEARWALLS. (2) © SSW24 x 7 SHEARWALLS z z 0 I S ze \ FINISHED GRADE P SLAB ON GRADE a O I AT GARAGE - o REFER TO PARTYWALL I �\ ° D • -CONCRETE STEM WALL. o _IL cn FOUNDATION @ GARAGE I 1" CLR AIR SPACE ° ° a o. o ° SEE TYP STEM/FTG DETAIL FOR INFORMATION I INCLUDING SHEET -III= - 1 d =1 11=1 I ti REINFORCING DETAIL NOT SHOWN I ROCK CONTRACTOR -III =I II SLAB ON GRADE @ENTRY I TO VERIFY �. II CONCRETE STEM WALL. - SLAB ON GRADE _ ' SLAB ON GRADE D �' AT GARAGE i= - I #4 18" O.C.WI J.. SEE TYP STEM/FTG 1 o AT GARAGE @ 4 REINFORCING DETAIL A 4I � I . 48" MAX oo STD HOOK F . , . . . II • • I \ CONTRACTOR ° TOP REINFORCING d a • e °• a .�� op D 11 •d TO VERIFY 1 . ° d •d . PER PLAN ° - � ._. ..-- ..-.... W ._--------- w C" III= _ �' r SLAB ON GRADE . �•\ • ° #4 STIRRUPS I 1 I- o -I I 1 fATGARAGE FTG PER PLAN a 4 I I @ 18" O.C. #4 @ 18" O.C. W/ III I z -cr - d d ° a STD HOOK 4 �' RIGID R-15 INSULATION 721 G v _ d 4 d d TOP REINFORCING € 4 : a 4 Q BOTTOM REINFORCING d d PER PLAN w _ ° • PER PLAN - a G 1I= =I1 �- Q II a, SEE TYP PARTY WALL ° -III- //�//`l FTG PER PLAN - . . a 4 a E - FIRM, UNDISTURBED _---4 \/\\ d ° #4 STIRRUP REINFORCEMENT DETAIL FOR d INFORMATION NOT SHOWN SOIL OR COMPACTED d 18"• d 4 18 O.C. °. STRUCTURAL FILL FOOTING PER PLAN & SCHEDULE `•. - - < @ SHEET N0. O bd FIRM, UNDISTURBED \ \/ PER PLAN REINFORCING all Q 7/\%\%\%\% /\ /\ U % \ / SOIL OR COMPACTED y /,//,/ STRUCTURAL I L- FOOTING PER PLAN &SCHEDULE a) i PARTYWALL STEP FDN @ GARAGE FOOTING DETAIL 12 INTERIOR FOOOTING DETAIL 56.0 SCALE: 1" V-0" S6.0 SCALE: 1" = 11-0" S6.0 SCALE: 1" = V-0" JOB NO. CEN-090 a NOTES: 1. MAINTAIN 3/8" MINIMUM EDGE DISTANCE FROM SHEATHING TO NAILS. 1. HEADER PER PLAN NOTE: 2. TOENAIL-(2) 16d TYP 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE 3. 10d @ 8" O.C. STAGGERED EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 3. PLACE FACE GRAIN OF PLYWOOD HORIZONTAL. TOP PLATE. SEE TOP HEADER 0 4. SOLE PLATE C 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2) 2x8 NAIL LAMINATED 2. PROVIDE SOLID BEARING UNDER ALL POSTS& V J Wl(2) 10d A 12" OC, 5. SILL SHOWN CUT AWAY TO HEADERS w SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE REFER TO SCHEDULE PLANS CONTINUOUS WALL SHT'G 6. KING STUD 2x WALL FRAMING @ PER PLAN FROM DBL TOP „ ' 16 O.C. 0 - 7 7. TRIMMER. PLATE TO RIM JOIST, DO NOT EDGE NAILING REQUIRED II �� I� ' PLACE SHT'G JOINT @BOTTOM • 8. CRIPPLE STUD SILL PLATE NAILING (f) 4'-0" MINIMUM ALONG HOLDOWN POSTS - - - 2x STUDS PLATE OF WALL OR TOP PLATE J / / AND DOUBLE TOP PLATE @ 16" OC 9. (4) 16d EACH END FLOOR SHEATHING 0 PER SHEAR WALL SCHEDULE TYP 0 ~ PER PLANS AND Q 16d @ 16" 16d @ 4" O.C. GENERAL NOTES O.C. -TYP AT SPLICE SOLID BLOCKING ALONG 1 d W O PANEL EDGES PER © O WALL SHTG u��- © JOINT WI EDGE jla.__. .= _ SHEAR WALL SCHEDULE ■ (2) 2x \ NAILING EA SIDE 0 F--- [SILL I 4 jjji :: � ;ill © ALONG RIM OR RIBBON II II Q - FOUNDATION 1/4 L: L b r _ PER DETAIL IST U•iN a d v 1.• N ° °o. ° .41 ° d 4 11 ..�+°. a •°h II ° - c • .II -d• P OR 2x4 RIBBON �� (1) °.° . $' to.°�, 'u . ' u. ° d• e y rr Jkk ' AS RIM FLOOR TRUSS PER PLAN e • . 4' II . d '° .d °. I�` e e °... '° . II ° d• ° 4 ee e a d °' e ° e e d„ 4 0 CONTINUOUS DOUBLE (f� lli lir TOP PLATE. SEE TOP 2x WALL FRAMING 16"HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL PLATE SPLICE DETAIL. 16 O.C. 6" OF EACH END OF SHEARWALL, U.N.O. SCHEDULE. SEE SHEARWALL PLAN, TYP 2x STUDS @ 16" O.C. OR WHEN NO HOLDDOWN IS REQUIRED. SEE SHEARWALL PLAN Cil) TOP PLATE SPLICE 2 TYPICAL STUD & SHEAR WALL ELEVATION 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER S7.0 SCALE: 1" = 11-0" 6-005-01 S7.0 SCALE: NTS 6-038-01 S7.0 SCALE: NTS 6-013-01 S7.0 SCALE: 1" = 1'-0" 6-001-06 NOTES: `" NOTE: NOTE: N 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, ., N 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE: EAR PLAN SCHEDULE FOR SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, V M EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLA SC DU 0 ALL EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. ''''''',:..1'11-.'--i'''''':-:.''''''''' :;r :cDcr;N21.• 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR FLOOR SHEATHING HEADERS FLOOR SHEATHING PER PLANS AND •,� PER PLANS AND :1(1):;:44' �-'�GENERAL NOTES 1 2x WALL FRAMING GENERAL NOTES Q,� � s:2x WALL FRAMING @ N CONTINUOUS WALL SHTG @ 16 O.C. WALL SHEATHING,AS REQ D PER PLAN FROM DBL TOP p 8d @ 4" OC @ OC C� ;: :=ZvD1:21°:::PLATE TO RIM JOIST, DO NOT SILL PLATE NAILING FLOOR TRUSS ••SILL PLATE NAILING PLACE SHT'G JOINT @ BOTTOM 3 PLATE OF WALL OR TOP PLATE 1 /4 x 14 LSL GOOD FOR 380 PLF \<FLOOR SHEATHING CONTINUOUS DBL 1%4 TS/ESL FLOOR SHEATHING BLOCKING WIND LOAD PER PLANS AND RIM JOIST ALONG PER PLANS AND CI GENERAL NOTES LENGTH OF OPENING. GENERAL NOTES FLOOR TRUSS PER PLAN FLOOR TRUSS =..1! EXTEND 2'-0" BEYOND WALL SHTG ROOF SHEATHING . 2 x 6 CONTINUOUS PER PLAN V V STAIR OPENING @ EA. END JOINT W/EDGE ►, ___ PER PLANS AND NAILER W/(2) 16d ■NAILING EA SIDE AT �I GENERAL NOTES EACH TRUSS - 1�_<. ,__ `' °' ■ \ 1r WALL SHTG RIM (OR GABLE TRUSS) � !, � _„ � • JOINT W/EDGE 8d 6 OC ;1 ONLY @ I NAILING EA SIDE 1/ 0:121!,' �I 1 14 TS/ESL �j �,r° S�avcruRAL II RIM JOIST OR II jII GABLE TRUSS I �,�;.- J ` PROT 1 \ rte' ► \� oG1NEF 0 il ►., 12,320 y 16d TOE- � � ,_ 11 .;r NAILS @ 6 OC Ir SIMPSON LTP4 CLIP BLOCKING (ONE BAY ;,: _ 1"AIR GAP � SIMPSON LTP4 CLIP ) FLOOR TRUSS 48" OC W/ 10d NAILS ALONG SHEAR WALL ABOVE SHTG. ALONG SHEAR WALL @ � �� `'�- ''`� CONTINUOUS DOUBLE PER PLAN OREGON MAY FILL WITH @ 4 O.C. TO EACH BLOCKING t1� _ TOP PLATE. DO NOT 1 %4 x 14"TS/LSL BLOCKING ROOF SHEATHING TO MEMBER AS ■SHOWN ∎I■ c ,Y 19$� SPLICE FOR 2'-O" CONTINUOUS DOUBLE (ONE BAY) @ 48" OC TRUSS OR RAFTER CONTINUE BELOW ALL SHT'G CONTINUOUS DOUBLE ( ) <<),2:" "C 15' ��` BEYOND STAIR TOP PLATE. SEE TOP W/ 10d NAILS @ 4" OC SEE PLAN OVER-FRAMING EDGE NAILING TOP PLATE. SEE TOP 1"AIR GAP ABOVE N J. EN� OPENING @ EA. END PLATE SPLICE DETAIL. TO EACH BLOCKING PLATE SPLICE DETAIL. SHTG. MAY FILL WITH CONTINUOUS DOUBLE TOP PLATE. SEE TOP EXPIRES 12-31-2011 MEMBER (AS SHOWN) SHTG PLATE SPLICE DETAIL. 2x WALL FRAMING @ WALL SHEATHING 2x WALL FRAMING @ 16" O.C. \ 2x WALL FRAMING 16" O.C. EDGE NAILING � SIMPSON A34 CLIP @ 16" O.C. @ EA. BLOCK 2x WALL FRAMING @ WALL SHEATHING r- 16" O.C. 0 Q w o Q U w ti PARTY WALL @ LOWER STAIRS FLOOR PERIMETER OVER-FRAMING DETAIL INTERIOR SHEAR WALL 9 INTERIOR SHEAR WALL o 5 O 6 7 8 ° ° _ 1" = , 11 1" _ 1 n = Z Z 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 SCALE: 1" = 11-0" 6-009-08 C-9 Z 0 W Cl) 2 Q 0 0 0 0 NOTES: p 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 0 ATTACH ON OPPOSITE SHTG, WHICH HAS NOT BEEN SHOWN FOR CLARITY. DPI SIDES OF POST AS "' SHOWN HOLDOWN POST III PER SCHEDULE /-- SILL PLATE NAILING Ir 6X6 POST AT EACH 0 I END OF SHEAR SIMPSON STRAP BOTTOM PLATE II I WALL, SEE PLANS AND o z POST OR DOUBLE STUDS / / BEAM PER PLAN 2x 6 WALL OCFRAMING PER SCHEDULE, . \ , - SHEAR WALL SCHEDULE 0 @ CENTER ON RIM • FLOOR SHEATHING AT EACH END OF SHEAR PLAN VIEW JOIST °�• PER PLANS AND J ^ WALL, SEE PLANS AND I TOP NAILING SHEAR WALL SCHEDULE F I ° PER SHEAR WALL o (2) SIMPSON STRAPS WALL SHEATHING 2x PLATE, SEE SCHED ° GENERAL NOTES Q �- a - PER PLAN, (1) ON EA PER SHEARWALL FOR SILL PLATE NAILING ___ . Q a SCHEDULE SIDE OF BEAM PLANS &SCHEDULE i ��•"• w we .. NOTCH SHTG (6)8d @3 OC RIM JOIST _ ' FOR STRAP ° • ° ° " ° ° ° ° AT BLOCKING ONLY • ° / _!� •7 SIMPSON STRAP •�• ■ .:. . SEE SCHEDULE FLOOR SHEATHING o CONTINUOUS DOUBLE ::: • � TOP PLAT E. SEE TOP > >° PER PLAN AND GENERAL Q�' NOTES • • / PLATE SPLICE DETAIL. U Q 'ffi DOUBLE TOP PLATE �• boa V w°� BEYOND STRAP �;� •me • O �N BEAM, SEE PLAN II • . o MATCH SIMPSON NOTE: o o SEE TYPICAL FRAMING L...-_-.‘ NOTE: SEE TYPICAL FRAMING M ,�I Q - •m° • STRAP FROM ABOVE,. II • CENTER ON SIDE OF DETAILS FOR ADDITIONAL \ - DETAILS FOR ADDITIONAL �„ • a INFORMATION KING STUD NAIL II o ' • °o J: BEAM & FILL ALL w INFORMATION I d LAMINATE TO POST • . a .� w _ NAIL HOLES W/SIZE •Q POST PER PLAN W/(2) 16d @ 12" OC II �_ ° OF NAIL CALLED OUT D ¢ O b I BOTTOM NAILING W/SIMPSON ACE, TYP. °�° e ° IN THE HOLDOWN w0 • MATCH AND ALIGN W/ ;1-• PER SHEAR WALL ° •E SIZE TO MATCH POST e . • SCHEDULE STUDS OR POST ABOVE w m II - SCHEDULE AND BEAM, UNO. ° ° UNLESS OTHERWISE 'II •° 4 o \ FLOOR TRUSS OR • •me NOTED, SEE PLANS AND zis.IIII SHEET NO. = BLOCKING, SEE - SHEAR WALL SCHEDULE \ MATCH AND ALIGN W/ FRAMING PLAN WRAP STRAP MATCH HOLDOWN POST SIMPSON HOLDDOWN �_ II POST ABOVE UNLESS -0 AROUND BEAM AS SIMPSON HOLDDOWN I 0. FROM ABOVE STRAP, SEE PLANS \ II OTHERWISE NOTED, c REQ'D, SECURE EA END OF &SHEAR WALL SCHED. STRAP, (1) ON EA SIDE, SEE PLANS AND : BEAM WITH MATCHING BEAM PER PLAN SEE PLANS &SHEAR SHEAR WALL SCHEDULE S7. 0 -.0(1) SIMPSON STRAP WALL SCHED. ea 10 11 SHEARWALL STRAP TO SEAM 12 SHEARWALL STRAP TO SEAM 13 HOLDDOWN STRAP DETAIL 14 S7.0 SCALE: 1" = 1 -0 6-016-02 S7.0 SCALE: 1" = 1 -0 6-017-01 S7.0 SCALE: NTS 6-017-08 JOB NO. - 11 _ 1 11 II _ 1 11 1" 1- 11 S7.0 SCALE: 1 - 1 0 6-022-01 S7.0 SCALE: NTS 6-022-03 CEN-090 o NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION EDGE NAILING AND SILL PLATE NAILING. - TRUSSES @24" OC 2x4 FLAT w (1) SIMPSON RBC 2x6 BLOCKING @ 32" OC CLIP EACH BAY. @ BRACE. FASTEN 8d ©6" OC EXTENT OF WALL LENGTH u NOT REQ'D @ SHT'G TO BLOCK TYPICAL, UNO II SHT'G PER ROOF SHEATHING PER VENTED/SCREENED W/8c1 ©4" O.C. 6"SEE PLAN II SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. 8d @ 6 OC II SCHEDULE NOTES 2 16d PER 6"MAX FROM END _II �i' -�- -=:Yr∎ice CONNECTION Q OF WALL, TYP, U.N.O. pp 8d NAILS @ 6" O.C.- �� x x " 'II `,x(EDGE NAILING) 2x8 BARGE ROOF SHEATHING W(2) ROWS OF 16d NAILS ,EDGE EEA END NO SPACE PER EDGE NAILING EACH S DIEIOF R DGE -- y _ 2x2 TRIM SEE SHEARWALL IN SHEARWALL SCHEDULE �� \, ; ° 8d @ 6" OC UNO, SEE SCHEDULE , 1% ;r' ° 1 MIN. SHEAR WALL SCHED Q o o PLYWOOD SHT G WITHIN �� ° 1" / -I oC/8 FROM TRUSS OR'�° �' -'� `� �'- �' y. �' SHEATHING PER RAFTER EDGE NOTCH RAFTER OR MANUFACTURED TRUSS FOR Vii„ ;! _ �_ PLAN &SCHEDULE ;►� �- MANUFACTURED 2x SOLID BLOCKING,i TRUSSES OR ROOF 2x4 OUTRIGGER i� �\ TRUSS OR RAFTER VENTED BIRD BLOCKING RAFTERS @ 24 O.C. U HOLDDOWN, TYP � V EXTEND THRU �\V 1 C PERPENDICULAR ALLOWED A MIN. C3 I � 2 x 6 BRACE 48 OC FI NAI R I \ @ ELD LING PE '�� WALL OF EVERY 3RD BAY ;; 1 SHEAR WALL SCHEDULE =_°-=_ "- _ �� \ SIMPSON H2.5 CLIP W/(4) 16d NAILS TO BLOCK �I 1 @ EACH MEMBER TYP -c, 1..1�SHEATHING PER SHEARWALL EDGE NAILING UNO ON FRAMING PLAN SIMPSON A35 CLIP EDGE NAILING (/,PLAN &SCHEDULE SHT'G PER PLAN EACH BRACE AND SCHEDULE(2) ROWS OF EDGE NAILING WALL SHEATHING CONTINUOUS DOUBLE I HOLDDOWN CONTINUOUS DOUBLE TOP PLATE. SEE TOP I PER SHEAR WALL SCHEDULE PER PLAN & TOP PLATE. SEE TOP INTO HOLDOWN POST, TYPICAL PLATE SPLICE DETAIL. SCHEDULE PLATE SPLICE DETAIL. 2x WALL FRAMING@ H LDD W ET HOLDDOWN DETAIL RIDGE DETAIL ROOF PERIMETER 16" O.C. TYP, U.N.°. ROOF DETAIL AT RAKE 15 O O N D AIL 16 17 18 19 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: 1" = 1'-0" 6-026-01 S7.1 SCALE: 1" = 1'-0" 6-027-02 S7.1 SCALE: NTS 6-028-01 NOTES: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTES: i NOTE: NOTE: EDGE NAILING, SILL PLATE NAILING,AND CLIPS. N '"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: O V r N 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. �,,EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, c M�� 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. � ��° �-�� p ,�,2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 1 CLR AIR SPACE _<INCLUDING SHEET 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS �-- �l1 1 CLR AIR SPACE 1 CLR AIR SPACE ROCK CONTRACTOR INCLUDING SHEET INCLUDING SHEET 1" CLR AIR SPACE {INCLUDING SHEET o TO VERIFY ROCK CONTRACTOR WALL SHT'G,AS REQ'D INCLUDING SHEET `'' o 0 ROCK CONTRACTOR WALL SHTG,AS REQ'D ROCK CONTRACTOR WALL SHTG, AS TO VERIFY .. o TO VERIFY TO VERIFY 2x WALL FRAMING @ ROCK CONTRACTOR ,; - �, ¢N II II REQ D 16" O.C. WALL SHEATHING,AS REQ'D Il TO VERIFY �..� ': �?2x WALL FRAMI G I SILL PLATE NAILING b 16 O.C. SILL PLATE NAILING 2x WALL FRAMING SILL PLATE NAILING SILL PLATE NAILING \ �2x WALL FRAMING ��I ED E NAILING NTI N 1 EDGE NAILING \ EDGE NAILING @ 16 O.C. G ' ..:CO UOUS /4 I @ 16 O.C. II REFER TO DETAIL �,CONTINUOUS DBL 1%4 TS/LSL I FLOOR SHEATHING �,TS/LSL RIM JOIST I FLOOR SHEATHING II FLOOR SHEATHING FLOOR SHEATHING 1 Y4 TS/LSL 20/S7.1 FOR STAIR 1 �,1 %4 TS/LSL I PER PLANS AND RIM JOIST ALONG CONTINUOUS PER PLANS AND FRAMING THIS SIDE r"PER PLANS AND RIM JOIST I PER PLANS AND LENGTH OF OPENING. o BLOCKING PER GENERAL NOTES II GENERAL NOTES GENERAL NOTES _ ,� ,I GENERAL NOTES 'y �N i►.i i..i RIM JOIST I OF WALL�� .�,� EXTEND 2-0 BEYOND it �,= :.., M■iv�i■ ■imam �.-_�.�, /�._ ,•�� _ o DETAIL 6/S7.0 �) ∎II _ ___ ., :,• w=:,_- <�,. __ .. .. �- STAIR OPENING @ EA. END�1 I i� �i �I (2) 2x BLOCKING AT 0 it :hi .1 o I WALL SHTG ` -- -- --- -- -- --- I f, TRUSSES; (2) 1 Y4 x 14 o ii J INT W/EDGE 0 �I .I 1' I � �� TS/LSL BLOCKING , _I_I II NAILING EA SIDE BETWEEN TRUSSES ____� 1_____� �, �' II W/ 16d NAILS @ 12" O.C. I-I-- I I i �� , I �I t \ /I '\ /I' STAGGERED ��I �I �,D 0392ilIZZ* PROF��.� .III A Cj REFER TO DETAIL *1O1 NfFR f0 I �i - 2 16d TOE- tl \ 4 12 320 O 1 II I I 7 ,2 2x BLOCKING AT TRUSSES 22/S7.1 FOR STAIR� O � � NAILS 6" OC I BLOCKING PER DETAIL 6/S7.0 � I I 2 1 x14 TS/LSL FLOOR TRUSS PER PLAN @ O a G S S ►� �(2) 1/4 x 14 TS/LSL BLOCKING BETWEEN I BLOCKING BETWEEN FLOOR TRUSS I 'TRUSSES W/ 16d NAILS @ 12 O.C. FLOOR TRUSS II (2) 1y4 x14 TS/LSL OF WALL g � ; ,�� -yo :tiY ,;1 . __. -. BLOCKS W/ 16d NAILS PER PLAN (2) 2x BLOCKING AT TRUSSES; CONTINUOUS DOUBLE STAGGERED PER PLAN II BLOCKING BETWEEN OREGON =@ 12 O.C. STAGGERED FLOOR TRUSS PER PLAN (2) 1/4 x 14 TS/LSL BLOCKING�BETWEEN TOP PLATE. DO NOT I, BLOCKS SIMPSON LTP4 CLIP v�Y 1943 �,��/ TRUSSES W/ 16d NAILS @ 12 O.C. SIPLICE FOR 2'-0" PER SHEARWALL 15,/ EDGE NAILING STAGGERED BI_YOND STAIR �� SIMPSON LTP4 CLIP SCHEDULE N J. EN '�+l PER SHEARWALL SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP OPENING @ EA. END II SCHEDULE PER SHEARWALL PER SHEARWALL II EDGE NAILING EXPIRES�12-31-2011 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ SCHEDULE 2x WALL FRAMING @ I 2x WALL FRAMING @ 16" O.C. WALL SHTG,AS REQ'D 16" O.C. 16" O.C. �� II 16"O.C.WALL SHT'G, AS REQ'D v = w °WALL SHTG,AS REQ'D ¢ < N PARTY WALL FLOOR DETAIL WALL LOWER STAIRS 23 PARTY WALL FLOOR DETAIL PARTY WALL FLOOR DETAIL CD 20 21 PARTY WALL FLOOR DETAIL 22 PARTY 24 a -. 0_ S7.1 SCALE: 1" = 1'-0" 6-003-05 _ z z w S7.1 SCALE: 1 - 1 -0 6-003-05 S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 S7.1 SCALE: 1 - 1 -0 6-003-05 6 6 w w z a a 0 a 2x WALL - WALL SHT'G TRUSSES PER PLAN FRAMING (2) STRAPS SIMPSON ST18 EA END @ 16" O.C. I (4) STRAPS TOTAL PER FRAME SHEAR WALL +Ir 2x WALL FRAMING ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG @ 16" O.C. PER PLAN ROOF TRUSS W/ 16D I 2 x WALL FRAMING 1/NAILS @ 4" O.C. I (2) 10d NAILS / @ 16" O.C. FLOOR SHTG II �I__ - BLOCKING / PER PLAN & II SILL PLATE& 1 1 1 1 1 1 1 1 1 1 1 - 1 FLOOR SHTG ,' �' @ 4 O.C. II. . \�1��`\ ►�I II PER 6/S7.0 GENERAL NOTES II NAILING PER PLAN 1 ►ii 1 N N N H 11 H H H N ►1 ►; N 1 PER PLAN AND _-I�° FL R SHTG STAGGER ROWS II FLOOR SHT'G II z z TE 00 II II o GENERAL NO S , ,, PER PLAN & FLOOR TRUSSES I PER PLAN AND , 2x WALL FRAMING BEAM PER PLAN �' ,I WALL SHTG 10d COMMONS GENERAL NOTES @ 16" O.C. '+ GENERAL NOTES PER PLAN =ice II O FLOOR TRUSS @ 2" O.C. II =-=-=U cn PER PLAN ALONG TRUSS II SILL PLATE BEAM PER PLAN W CONT HEADER, FLOOR TRUSS ' 1� r �Y.: ��WALL SHTG. DO ° - SEE FRAMING PLAN �� ROOF TRUSS--� PER PLAN -° - -' , �I NOT PLACE JOINT__. --= BOTTOM ,I� WALL SHTG. DO -iII 4x4 MINIMUM EASIDE, • CAPABLE OF -, _ PLATE OF WALL -``. �►� NOT PLACE JOINT co ' @BOTTOM II TYP, UNO ON PLAN TRANSFERING pI-_ _ 625 PLF �' � _, ,:;' 4 x 4 SHIM - 2 . � o ROOF TRUSS EDGE NAILING PLATE OF WALL :...I�� . , „ ,, I X 7- 1 -4/2 MIN. BEAM PER PLAN _� I►1 -4�2 MIN. BY OTHERS PANEL WIDTH - r >::-- BLOCKING . �_=il > -a PANEL WIDTH I' -:::...::; I 11182._ �� U; . - , fir PER 6/S7.0 .� a, a O II. SIMPSON II BEAM PER PLAN t `:... 'r +, CLIP 10 O.C. I ►.�,_ - I DB w o HOLDDOWN @ AlA DBL TOP L TOP N SEE PLAN HANGERS BY TRUSS MNF HEADER PER PLAN I PLATE I - FLOOR TRUSS PLATE o co SILL PER d' BLOCKING @ 48" (2) 10d NAILS �� , (3) SIMPSON SCHEDULE _/II (N/A AT SIM) SHTG JOINT I PER PLAN O z cc �� O.C. W/10d TOE-NAILS CONT DBL -. p PER JOIST (DO NOT PLACE I HGA10 CLIPS c_n INTO TRUSS BOTTOM DBL TOP (3) SIMPSON TOP PLATE II LTP4 CLIPS ALONG I PER WALL y y \ y y 10d COMMONS PLATE (6) a ++ �� ++ II CHORD II 2" O C THIS JOINT) PER WALL CLIPS II 6 24"WALL ++ 1 3 SIMPSON BEAM PER PLAN II (3) 1, SIMPSON �¢ (6) 24"WALL II STRONG WALL (N/A AT SIM) ( ) LIJ Q '` " o FOUNDATION PER t°` a�� SHEAR WALL II HGA10 CLIPS PLAN = = PER WALL SIMPSON I 1. E s Bo EDGE NAILING II I PER PLAN a N `� II WALL SHT'G (2) @ 12"WALL STRONG WALL II NON BEARING WALL I'I PER PLAN II SHEET NO. o (1)#4 MIN UNO STRONG WALL POST PER PLAN cz SEE HOLDDOWN a. SCHEDULE PER PLAN III Q. co o) S7,. 1 co FRONT GARAGE DETAIL 25 26 28 29 ,� _ _ �. _ _ ,� JOB N0. (i' S7.1 SCALE: NTS 6-035-01 S7.1 SCALE: 1 - 1 -0 (2:71) SCALE: 1" - 1 -0 S7.1 SCALE: 1" - 1 -0 S7.1 SCALE: 1" - 11-0" CEN-090 U SIMPSON �� ROOF TRUSSES BY OTHERS BEAM PER PLAN NOTE: H2.5 EA TRUSS NOTE: NOTE: A I 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 \ / �`� 8d @ 6" OC EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED.• V SIMPSON . o . o . o' A35 @ 6x6 SEE RAIL DETAIL 1'-4" �/ 4'-0" O.C. MAX / r�1 V J 2x BLOCKING SHAPED• :.. POST OC S 2x6 FLAT BLOCKING W/ DRAG TRUSS BY OTHERS TO FOR CONNECTIONS W SIMPSON ST22 (2) 16d @ 4" OC ALIGN W/INSIDE FACE OF PARTY I ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN-PLANE \-- • WIN WALL TO WRAP II 8d NAILS 6" O.C. LATERAL FORCE TRANSFER FROM G SHEAR WALL SHEATHING @ i� < MIIIILVIrP2 0 DBL TOP AL DRA TC>P CHORD TO BOTTOM CHORD TYP ONG G AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO I 4x4 POST @X \ PLATE TRUSSES POST(BEYOND) BOTTOM OF BEAM I " O.C. 4x4 POST Jill, 3/4" -1 = (1) SIMPSON RBC I �� itpil �I/ &WITHIN 16" OF BELOW II TYP CLIP EACH BAY. AEI " � I1 EA CORNER OF '-'1" 2x6 VERT SHT'G AT NOT REQ'D @VENTED �° _III MNF TRUSSES DECK& FACE OF . BELOW Q x ° BY OTHERS WINGWALLS TO „� 2x6 W/SDS/4 x 3" BLOCKING. HOUSE W O BE ONE COMPLETE SCREWS 6" O.C. I o @ 2x SOLID BLOCKING, �� BLOCKING SIMPSON A35 CLIP, M SOLID PIECE TO 6x6 POST VENTED BIRD „ SUBSTITUTE FOR LTP4 (BEYOND) BLOCKING ALLOWED �� @ 48 O.C. '� CLIP PER SHEAR WALL —� PLAN VIEW 2x WALL FRAMING _ @ A MIN. OF EVERY �� AT TOP OF PLANS &SCHEDULE ><\ 2x6 FLAT PT,W!(2) SIMPSON Q SHEARWALL EDGE WALL @ 16" O.C. x NAILING (BEYOND) 3RD BAY �� DBL 2x8 BLOCK'G SDS Y4 DIA x 3 LONG ?C:;: D 8d @ 6OC !' 4x4 POST &@ EAPOSTOR (2) 2x8 JOIST ONWOOD S FULL HEIGHT 6x6 POST " �,� , � = z • EA END ND °Itf _ — @ 12 O.C. IN BETWEEN SIMPSON '.. EN OF WINDOW SEAT `-16d @ 6 O.C. -- U 2x8 DECK JOIST (1°) POATEOM LUS26, TYP'. x W/SIMPSON A35 CLIP A.- ' 2x4 CONTINUOUS cs\ 16" O.C. t' TOP& BOTTOM -�- NAILER -EDGE NAIL PER - [ MI° @ A_�_ � x _ z � Ti oc � 11: � EA SIDE OF POST \- �-- - -� ��.t��.��: � SHEAR WALL m - N cN /1 f • O 4x6 BEAM I� ROOF TRUSS SCHEDULE [ `�� , \ 4x4 POST ~ W 2x6 16" O.C. TYP @ (� @ 1" CLR AIR SPACE 2 SIMPSON 4'-0" O.C. MAX SIMPSON H2.5 INCLUDING SHEET WALL SHEATHING AS REQ'D � z ( ) EA RAFTER,TYP ROCK CONTRACTOR PER SHEAR WALL PLAN �` 2 SDSYa"x 3" &W/ IN 16 OF _............... \SHT'G TO EXTEND TO VERIFY 2x6 WALL STUD FA EA WOOD SCREWS E CORNER H & E TO BOTTOM OF 4x6 ■ 2x WALL SHEATHING II (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST C 0 F OUS AT END WALL I PER SHEAR WALL FRAMING II @ 16 O.G., TYP %8" DIA. THREADED ROD 2x8 DECK JOIST, NOT REQ'D 11-0" X ALIGN 4x6 W/6x6 POST SCHEDULE @ 16 O.C. II WHEN(2) SIMPSON HD2A ATTACHED OD MAX EA END W/SIMPSON HUC46 OR HEADER TO 2x8 JOIST EACH END 30 KITCHEN BAY WINDOW 31 ROOF PERIMETER 32 PARTY WALL @ ROOF 33 POST BASE CONNECTIOIN 34 TOP RAIL CONNECTION S7.2 SCALE: 1" = 1'-0" S7.2 SCALE: 1" = 1'-0" 6-034-08 S7.2 SCALE: 1" = 1'-0" 6-031-07 S7.2 SCALE: 1" = 1'-0" 6-045-02 S7.2 SCALE: 1" = 1'-0" 6-046-01 NOTE: NOTE: NOTE: NOTE: 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS 1. SEE SHEARWALL PLAN AND 8d @ 2" OC ... '-" 1. SEE PARTY WALL DETAILS FOR ALL CALLOUTS NOT SHOWN OVER-FRAMING _ NAILED AS PER ALTERNATE NAILING DETAIL. SCHEDULE FOR ALL SHEATHING, v f: ° S 1. OVER FRAMING NOT SHOWN FOR CLARITY. SEE OVER FRAMING DETAIL II FOR ALL OVER-FRAMING REQUIREMENTS BY PLANS. EDGE NAILING AND SILL I� FASTEN BLOCKING ® U N 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, PLATE NAILING. II W/(6) 16d EA. BLOCK '.•:-'•:•' o 0 $or;4 ),„„9 2. SEE DETAIL 32/S7.2 FOR ALL CALLOUTS NOT SHOWN EDGE NAILING, SILL PLATE NAILING, AND CLIPS. fl SHEAR WALL SHEATHING Cl) ,.. .-.,,:,..'.,),..:1/ 3. ALL DECK MEMBERS SHALL BE PT,AND DECK HARDWARE �II��►:� CD . 4, '� �j SHALL BE HOT-DIP GALVANIZED. �I �� MUST EXTEND DOWN TO FF o`I� 'I1 t-- BOTTOM WALL PLATE, TYP �"'� E V V 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN 1 �� 4) j--- ° "2x6 BLOCKING Q� :. ; ° , _i�I, CONTINUOUS WALL SHT'G 2x WALL FRAMING @ ALONG TRUSS ��\ (2) 8d @ 4 OC ;{ ., ��- "'`—' PER PLAN FROM DBL TOP �� BLOCKING �. C� O •r•-•� v'il 1 PLATE TO RIM JOIST, DO NOT 16" O.C. i\ + e�. ROOF SHEATHING_ __ _- PLACE SHT'G JOINT @ BOTTOM I � PER PLANS AND M SILL PLATE NAILING`,. 1;-. PLATE OF WALL OR TOP PLATE FLOOR SHT'G II \ GENERAL NOTES N PI /'' FLOOR SHEATHING PER PLAN AND jI �� ,/ N _ PER PLANS AND GENERAL NOTES � \ ;. M,'\ GENERAL NOTES ._: � x1 ', 2x6 FLAT DECKING W/ FLOOR TRUSS �, �; =`n IL► PER PLAN `; c) o NL_:-I (2) 16d NAILS EA MEMBER INTO EA JOIST + V —,,--r=m---..=-.=...=---,-111I''r-- \\ ��ICI -•�,� +ice �I—�� i-1/,11-1„�1/,-1„i' " MAX, CONTRACTOR I I i� PROF ■ 48 AX C O 0 _ rI ill �� D I `�1 1TEN_� • O • e [�I'i�'1:M1 TO VERIFY FA �• �� C,�G�NEF,P `►t� ..__I I 1 11 12,324 I\L SIMPSON LTT19 W/ /$ 0 L R JOIST OR I� . , * ' - '° x 6 LAG SCREW INTO F 00 � !„ >< BLOCKING OR RIM JOIST BLOCKING PER PLAN � �: ��_ OREGON Y15,1 2x8 DECK JOISTS @ 16 O.C. CONTINUOUS DOUBLE CRIPPLE WALL BETWEEN TRUSSES -�� SIMPSON LUS26 TOP PLATE. (3) 2x6 STUDS EVENLY SPACED SIMPSON J. EN 2x WALL FRAMING @ WI 7/16"APA RATED SHT'G LTP4 PER 2x8 LEDGER W/(2) SIMPSON W/2x6 TOP AND BOTTOM PLATES SCHEDULE EXPIRES'12-31-2011 I Y4" 0 x 4Y2" SDS SCREWS @ 12" 16 O.C. ALONG ENTIRE O.C. INTO RIM \ JOIST / CONT DBL FRONT ENTRY TOP PLATE 0 < w N __f WALL SHT'G < 0 (7) N- 35 PARTYWALLFLOORDETAIL 36 PARTYWALL@ROOF 38 ENTRYROOFDETAIL / o 0 0 Lu S7.2 SCALE: 1" = 1'-0" 6-003-05 S7.2 SCALE: 1 - I-0" S7.2 SCALE: 1" - -0 z Z 37 D E C K C O N N E CT I O N w v w 0 0 o Cl S7.2 SCALE: 1" = 1'-0" 6-047-01 cn z z O �-=- a_ E 0 U co w (1) c. to a) w • a CV M z N z cL .sr I Z) EL W v F-- Q o E: a) 0 SHEET NO. 0 to I o JOB NO. ci) CEN-090 U II