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W <br /> o =; <br /> U _ C <br /> L= <br /> u' u, <br /> a zw <br /> / e B <br /> "sos sos <br /> ILE— <br /> (2)2x6 <br /> W <br /> 0It <br /> II II <br /> 1 L i ll II v II II 22+� <br /> rt as„, <br /> ATIIL xLt t Sc 36TER <br /> f _ PER ARCIlcr <br /> -- <br /> sos 1 i I 17 <br /> Ii sos <br /> 00 w <br /> 1L J <br /> L�� w <br /> PRE-NIANUF. <br /> ROOF <br /> TRUSSES Q <br /> @ 24"oc, (J <br /> TYP UNO x III <br /> Z <br /> ROOF FRAMING PLAN NOTES: ; <br /> 1. Roof Sheath ng shall be/q°thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131' 2);Nails as follows'. <br /> �. Framing Edges 6 oc T w <br /> — y w <br /> I Frammg Field 12'oc ...I <br /> .- Boundaries Blocking Struts 6'oc <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member Sae Draw ngs for other <br /> i Sheathing Naling egti aments. <br /> At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> '- - ----- Edges.Fasten Sheathing to Framing and Blocking with 0.131"N z 2Y"Nails as follows: <br /> W <br /> Framin Ed es 4"oc <br /> I a Framin Field 12 oc <br /> 2- Bound n es Blocking SWIs 4 oc <br /> Drawings for other Sheathing Nailing requirements. t n W P MASTER Sad D v <br /> _. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> Z w> <br /> -- K 3. Trusses marked Strut shall be designed to accommodate the ildlatetl loads and mnnaclians. <br /> w w <br /> II K 14 4. Trues a ng Members shall be 2x4(�24'oc pasted down Ismaili ha nirg below w/2,4�,48 dc,slaggaretl,or as indicated by the LL <br /> 0 <br /> --_ - (7 SOB I U Truss Manufaclurar. O <br /> O V/ <br /> Q I b Prdv de sold Flat Blocking at all Valleys.Fasten Sheathing to Slocli ng in accordance with Note 1. ` <br /> --" I m 6. Provide H2 6A Clip each aide or TLOK6 Screw each ply at 2-ply o greater Girder Truss ends,typ. <br /> L(2)2x6 <br /> WALL FRAMING PLAN NOTES: Ll ]. Eer!or Walls Shall be Shear Wall type Pi$with 2x6 Studs @ 16'ac u.o.n.t>)2x:, ?x6 Interior Walls shall be 2x4 Studs @ 1)e P u o n � (� <br /> Where adjacent Shear Walls are n dantacL nail studs together per 3/SO6.See 1/S06 for speaal stud requirements at Shear Wall O <br /> -- types P1 3 P7 2 and P2 2. O <br /> B. Heatlers shall be 4xfi u o n See Detail 13/SO6 <br /> g. Built-up Stud Groups'n Walls supporting Beams,Posts or Girder Trusses above shall be Q)Studs u.o.n.See General Stuclural LJ� <br /> SO6 f O6 Notes for fastening requirements <br /> 10. Sae,O/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX.X DETAIL CALL-OUT <br /> 7 <br /> N <br /> F <br /> SHEAR WALL BELOW PER SCHEDULE OF iISO6 <br /> r BEARING OR SHEAR WALL BELOW <br /> F <br /> �T POST BELOW g � <br /> OVER FRAMING PER PLAN NOTE 4 c <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 <br /> S05B(M) <br />