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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1. Floor %" Pa to ,�Sheathing shall be thick T& ( ,elS-pa-n-lkatin—g4iVI2��F.t�Flig�- ension�r Willi miar o.LIPPoltS, .:I hit,
<br /> Framing Members and Blocking below with adhesive conforming WA.PA.Specificaron AFG-01 FrinanS. ni.9 To
<br /> Framing with 0 131"10 x 2Y2'Nara or Simpson WSV#9xZW'scfews as folio-
<br /> IFraming,Edges
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<br /> Framing d L.. .... ,oMrt
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<br /> At ans-nd,cated as Blocked Diaphragm provide 2x Flat BkctsIq jpar General Structural Notes)at all Unt-ned Sheathing Panel W
<br /> Edge, Fasten Sheathing to Framing a,,a Blocking with 0.131-0 N.J.or Simpson WSV99x2Y.,",-vva as follows.
<br /> IFraming,Edges T-W7..
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<br /> Bt -T :
<br /> oun, WIN,Strut. -7.1 <
<br /> 0
<br /> CONT I HR
<br /> See Drawngs for other Sheathing Nad,ng mquirements.
<br /> VAL SHTG WALL SG raming hall be as ntrificared an plan.Refer to General Structural Notes to, tharniiq a z
<br /> NNEF �H 3U 2. Floor F R 1, I-P I CONT.T CORNER F-P 1-6-1 z
<br /> Z ---III BH�M to ROOF FRAMING PLAN NOTES:
<br /> (2)CS16x3'-0"- 0 0
<br /> 3 Roof Sheathing hall be V,"thick(Panall Par' In 416).Fasten Sheathing to
<br /> BEAM TO EA. T-6W
<br /> 1-11 PLATE
<br /> LOW RU l 'I I Boundaries,Blocking Struts—s'oc
<br /> TRUSSES 12
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<br /> III A Unframed Panel Edges,provide PSCA Framing Clips cantered lo—II-act,Framing Member,S-D-mgsf-1he,
<br /> do -SDV1 Sheathing Nadmg rq,nerrenls.
<br /> �6 W
<br /> c, LOW IIICD W A-- dJisd a,Blocked provide Zx Flat Bl,,k,,,g(p,,General Stri,di.ral Notes)at all Untraired,51-thing Panel F-
<br /> c, TRUSSESEdge,.Fair-Sheathing to F-mg Struts
<br /> nd Blocking.,In 0 131 0.2Y.'N.fla a,follows oG
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<br /> 11 1 Fra
<br /> 24"oc % Fra T07C
<br /> Id 12 oc
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<br /> (,Lb l,i, I ad Sea Drawings for other Sheathing N�,imgniiqu cements
<br /> GL,8 PER SO4
<br /> 4 Roof
<br /> Framing sh.11 be-sidicaned on plan Refer to General til-1-1 Not.,.
<br /> S. Trusses Marked SUIT shall be designed to secol,moost,the 11,11noted loads and connections.
<br /> ALL IIAMIN,, I,, z
<br /> ALL FRAMING OR HAIR 6. Overfrinning Members shall be 2x4 @ 24"o,posted do.,w Tie g below w/2x4 @ 48"o,siaggerad asm,cated by the
<br /> NOT 51 01 W, NOT SHOWN OR SPECIFIED Truss M-fai,t-ir.TO, L 1�
<br /> UW�il/vk TO REMAIN UNCHANGED 0 <
<br /> III 7 Provide solid Flat Blocking at all Valleys.Fasten Sheathing w Blocking accordance with N.i.3 1 W
<br /> 0 CL -L-
<br /> III 8. Provide H2.5A Chp each ode.,TLOKB Screw each ply at 2-Tit,., ns.i.rG,,d.,Truss ands.I,p, 0
<br /> WALL FRAMING PLAN NOTES
<br /> 4x-10 9, Exterior Was shall The Shear Wall type P1-Cw1th-2W5-(.-da L.L 0 1
<br /> I
<br /> linterno Walls shall be 214 Studs(!9 16"oc I,.-
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<br /> i Pi �ry Where ad)-irl Shear Walls are in contact,na,l attics rxi pet 31S06.
<br /> Type.P1,1 P7-2 a,I 11-2,
<br /> W Hands,a hall be 44 u.o.n.See Detail 13/SO6, 0
<br /> <S,nIft-.P St'd G-P,in Wall,-pp"t"o Be—Posts or G,,J,.Trusses above hall be(2)Studs .o,,.So,General Structural 0
<br /> Notes for faster, g risif-mitsts.
<br /> 12. See 10IS06 lot Simpson to USP hardware conversion table
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<br /> XTEN G DED ARAGE OP; 3-CAR GARAGE OPTION-ELEV. LEGEND
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<br /> XX
<br /> DETAIL CALL-OUT
<br /> rQr
<br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06
<br /> BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<br /> FO
<br /> POST BELOW
<br /> FIT.I.D. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 114`=V�0" 0 1 2 4 8 16 SO4.1 B(M)
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