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ILi Lu <br /> U <br /> F= <br /> L fD <br /> di <br /> 8 16 8 <br /> S06 SOS S06 <br /> P1-6 <br /> GABLE END TRUSS <br /> (2)2x6 (2)2x6 <br /> zap. <br /> wa <br /> +g t <br /> ATTICACCESS <br /> PER ARCH'L of ask4�/ <br /> a <br /> "-testa ,vv.^G' <br /> 509 S09 <br /> —__ W <br /> U <br /> LLI <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES _ <br /> @ 24"ac, <br /> TYP UNO C7 <br /> i — <br /> ROOF FRAMING PLAN NOTES: _ ; <br /> 1. Reef Sheathing shall be/a"thick(Panel Span Rating 24116).Fasten Sheathing to Framing wish 0.131"0 s 2Y--"Neils as follows. <br /> ---"-- _---- Framing, ges G'oc Ll1 <br /> Framing,EdField 12"oc J <br /> Boundanes,Blocking,Struts 6"oc LU <br /> At Unframed Panel Edges Provide PSCA Framing Clips centered between each Frem rig Member.See um rigs Ior otnar Q <br /> Sheathing Nailing requirements J <br /> - At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> Etlges,Fasten Sheathing to Fianningliaid Blocking with 0 13t 0 X 2X Nails-fo@ows. <br /> rq Framing,Etlges <br /> Framing,Field i2"oc <br /> ro Boundaries.Bbclting,Struts 4"oc <br /> to Sea Drawings for other Sheathing Nailing requirements. '^ <br /> 2. Roof Raining shall be as indicated on plan.Reterto General Structural Notes. v�J W <br /> 3. Trusses marked Strut shag be designed to accommodate the indicated loads and connections. L W <br /> 4. Overt arcing Members shall be 2,4 @ 24"ac posted do—to main framing below wi 2x4 Q 48"oc,staggered,or as Indicated by the LL <br /> Truss Manufacturer, 0 <br /> -- 6. Provide solid Flat Blocking at ell Valleys.Fallen Sheathing to Blocking In accordance with Nee I. <br /> 6. Provide H2.5A Clip each ade or Ti Screw each ply at'ply or greater Girder Truss ends.yp. V <br /> 11k6 7 Exterior Wale sshhall be Shear Wall typey Pt-6 with 2x6 Studs @ 16"oc,u.o.h. -�-- — Z <br /> (2)2xfi GABLE END TRUSS <br /> Interior Walls shall be 2x4 Surds g 16"oc.u.o.n. LL O <br /> 1 (2)2X6 (2)2x6 Where adjacent Shea-Walla are In contact nail studs together per 3/SO6.Sea i/SO6 far spec al stud requ cements at Shear Wall O <br /> types P1 3 P1-2 and P2-2 O Q <br /> GABLE END TRUSS <br /> 6 6 <br /> S09 SOB It. Headers shall be 44,u.o.n.See Detail 13IS06. Ln <br /> 1 <br /> i6 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> Notes for� fastening requirements.SO6 S09 SO6 � <br /> 10. See 101SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SXX DETAIL CALL-OUT <br /> m <br /> rP� SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> W �. <br /> a <br /> � GEARING OR SHEAR WALL BELOW _ <br /> N <br /> Lid <br /> h N <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 LU o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> ,14^_y.g• 0 1 2 4 6 16 S 0 5! H i <br />