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a; <br /> O =� <br /> �S <br /> U �J <br /> - a cow <br /> x <br /> �n <br /> ZJ <br /> SO6 gpg SO6 <br /> u II >< w <br /> I I Zs <br /> 2�*�„ II a II II 172k6 <br /> It <br /> w <br /> W HIP MASTER ATTIC ACCESS <br /> a PER ARCH'L .4 of "sMiy <br /> - a <br /> S09 SOB <br /> 00 0 <br /> LL W <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES <br /> 24"oc, <br /> TYPUNO <br /> z <br /> O0 <br /> ROOF FRAMING PLAN NOTES: j <br /> 1. Root Sheathing shall be&"ruck(Panel Span ng 24J1 Rati6).Fasten Sheathing to Framing with 0.131V x ,"Nes asil follows: <br /> Framing,Edges <br /> 6"oc T � <br /> Framing,Field 12"oc y w <br /> -- - Boundaries,Blocking,Struts 6"oc <br /> At Untramed-Panel Edges,provide PSCA Framing Clip,centered between each Framing Member.See Drawings for other m <br /> Sheathing Nailing requirements. <br /> At areas indiwled as Blocked Diaphragm,provide 2.Flat Blacking(per General Structural Notes)at all Untamed Sheathing Panel — <br /> =dges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y-,"Nails as tollowa'. <br /> '4 <br /> Framing,Edges 4"oc <br /> n Framing,Field 12"oc <br /> ,�+6 22+ Boundaries,Blocking,Struts 4"oc <br /> 6 <br /> GIRDERP _ See Ornwin sfor other She HI MASTER .. Sheathing Nailing re uirements. <br /> 9 ng 9 9 LJ.J a <br /> 2. Roof Framing shall be as indicated on plan.Rater to General Stmctural Notes. Z w <br /> II w 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W <br /> rl <br /> si9 II 4. O nirfrah ing Members shall be 2x4®24"oc posted down to main framing below w/2x4 @ 48"0o staggered,or as indicated by the O <br /> E5 Truss Manufacturer, <br /> O 6, Provide solid Flat Blocking 1 all Valle Fasten Sheathing to Blocking� I g a ys. gin eccordanw with Note 1, Q Z � <br /> — 6. Provide H2.6A Clip each aide or TLOK6 Screw each ply at 2-ply or greater Girds,Trusa ands,lyp. Q U <br /> WALL FRAMING PLAN NOTES: <br /> (2)2x6 0 7. Exterior Walk shall be Shear Wall type P1.6 with 2,6 Studs @ 16"oc,u.o.n. --- - Z <br /> Interior Walls shall be 2,4 Studs @ 16"00,u.o.n. <br /> (2)2x6 (2)2x6 Where adjacent Shear Walls are in contact,nail studs together per 31S06.Sea 11SOB for special stud requirements at Shear Wall ~ <br /> types P1-3,P1-2,and P2-2. O U <br /> GABLE END TRUSS O <br /> S09 6 B. Headers shall be 4x6,u.o.n.See Detail 13/SO6. <br /> 506 <br /> 9. Built-up Stud Groups in Walls supporting Beams.Posts or Girder Trusses above shall be(2)Stutls,u.e.n.See General Structural s�s� <br /> BOB 16 SO6 Notes for fastening requirements. <br /> S09 <br /> 10. Sea 10/606 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> - k <br /> S X DETAIL CALL-OUT m <br /> on <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> ac <br /> W <br /> _ a—, BEARING OR SHEAR WALL BELOW <br /> POST BELOW 0 <br /> 0 <br /> OVER FRAMING PER PLAN NOTE 4 <br /> K <br /> HOR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5 B <br />