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<br /> FLOOR FRAMING PLAN NOTES:
<br /> H.. (Panel Span Rating 48/24)with long d mansion psnpend,culartl=,1317 Shealhmg
<br /> to all MembemmdBlocking�im,itl,adliesive�t,,miN t,A.P!A'Specif_Uon AFG-01 m.gt to
<br /> Framing with 0,131"0 IZY,'Nails or Simpson WZiV#9,2,K.',c—as follows:
<br /> Fraintrigh Edges T-6"..] W
<br /> LL
<br /> IFraming,Field
<br /> Boundaries,Blocking,Struts L.L -.1
<br /> Ljj
<br /> ro At.—mitma"d as Bloaed Diaphragm,provide 2x Flat Blociong(per General Structural Notes) (,]I Unframed Sheathing Panel
<br /> Edge.,Fast,,Sheathing to Framing and Blocking with 0.131"0 x 2Y,"Nail, rSmup—WSVhG,2X"screws as follows
<br /> 3:
<br /> 7
<br /> 0- Framing,_— ':7
<br /> P1-6
<br /> Framing,
<br /> Blocking,
<br /> WALL S'TG Sea Dr—mg,to,other Sheathing Na,fing sq—ments.
<br /> I ILL S G
<br /> 1: CON-THRU CONT.TH RU z
<br /> c ORNER 2, Fluor Framing shall be as rank,ated on plan,Refer to General Structural Notes fit,other requirements.
<br /> CORNER
<br /> IIII I CP1-6 � ROOF FRAMING PLAN NOTES: z
<br /> (2)i-S (2)CS16x3P1" 31 Roof Sheathing shall be�,r`flud,(PanelSpan Rating 24/16),Fasten Sheathing to Framing 0.131" 0
<br /> III BEAM I(I E,
<br /> BEAM TO EA.
<br /> PLATE F�Ino n2Edges
<br /> R Id <
<br /> LOWROOFTRUS 12
<br /> bc,u= I W >
<br /> SES At Unframed Panel Edges,provide PSCA Framing Clips cena—between each Framing Member.So.Drawings for other LLJ
<br /> g 24 SOB do Sheathing Nadmgmquinamants.
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<br /> �0 LU
<br /> LOW 0.
<br /> 11 At indicated as Blacked Diaphragm,provide�Flat (per General Saud, Notes)at all Unframed Sheathing Pmel
<br /> _0 @ 24"oc
<br /> v d- TRUSSES 0. its
<br /> i Edges.Fasten Sheathing to Framing and Blocking with 0.131'0 1 2Y'Na as follows:M
<br /> !moox Framing,Edges 4".0
<br /> Framing, e 1 l
<br /> ill Lu
<br /> z Boundaries
<br /> rite Blo
<br /> cking B", 1
<br /> GLB PER SO4 gs for other Sheathing Nailing req—
<br /> Sea ments.
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<br /> 4. Roof Firsamung shall be as di-tsol an plan.Refer to General St—wral Note,
<br /> 5 Trusses marked Shut shall be designed to accommodate the nd cared loads antl con—titm, W
<br /> [ALL FRAMINI,O�J. ALL FRAMING OR HARDWARE 6. 0—fi-aming Members shalt be 2,4 @ 24",c posted down to mam ft—img b,l,,wl 2x4 @ 48",c,suiggered,a,samah�dsd by the Z
<br /> NOT SHOWN OR SPECIFIED Triuss ManufactinerIII .
<br /> TD 1:: TO REMAIN UNCHANGED1I1 0 < W>
<br /> 7. Provide aand Fiat 131—ing at all Valiey,.Fasten Sheathing to 81111ung in accordance with Note 3 W
<br /> (I LL
<br /> III Y III 8. Provide H2.5A Clip each side or TLOKG Screw each ply at 2-ply of greater Girder Truss ends,hip. 0 0
<br /> WALL FRAMING PLAN NOTES:
<br /> "a Is shot be
<br /> S ear all
<br /> "p. U—
<br /> Interior Walls shall be 2,4 Sauds @ 1 67m,u.o.n. Z
<br /> "I Vha..dja-.tSh-,W.II..u.m-ma.,-11 studs to that per WS06.S�l/SC6f�speaalst,�drqui,�eM�M61,..,W.11 z
<br /> types Pt P1-2,and P2-2.
<br /> 11, Read—shall 11411,u o n Sea 11slal 111511, nn
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<br /> tll up Stud Groups in Wane supporting Beams,Posts w Girder Trusses above shall be(2)Studs,u.o.n.$ee Gerreral Structural n �'-�
<br /> Notes for fastening requirement.
<br /> 12. Be,1 QiSQ6 to,Simpson to USP hardware.........table. LL
<br /> L JENDED GARAGE OPTION LEGEND
<br /> A- 3-CAR GARAGE OPTION ELEV,'&
<br /> Xx DETAIL CAU-OLIT
<br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06
<br /> ad
<br /> ad
<br /> :D
<br /> BEARING OR SHEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE Bu
<br /> 0,.
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH Viff BOTTOM OF FRAMING)
<br /> < Fa
<br /> Fa
<br /> POST BELOW
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<br /> PT-LD. BLOCK rHRU FLOOR FOR POST ABOVE W
<br /> HDR HEADER PER Pi-AN NOTE 10
<br /> 1 2 4 6 16 SO4.1 B(M)
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