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8 <br /> 55 <br /> 55 <br /> xG <br /> l � <br /> x <br /> Up wU <br /> I�x £ cat <br /> Q < JJ <br /> a coca <br /> xx <br /> mm <br /> on <br /> 8 16 B <br /> SO6 S0B SO6 <br /> n m <br /> GABLE END fPUSS <br /> (2)2x6. .. _. (2)2x6 0 111 <br /> z� o <br /> w <br /> 2�6 2�+6 tt <br /> ATTIC ACCESS L <br /> a PERARCH'L of asy'4 <br /> a <br /> BBBB F? <br /> S09 S09 F— <br /> ___....._ W Ur <br /> 2w <br /> PREROOF F. <br /> H <br /> ROOF <br /> x <br /> TRUSSES <br /> @ 24 ti <br /> TYP LI <br /> NO <br /> �? o <br /> J F- <br /> ROOF FRAMING PLAN NOTES: <br /> f. Roof Sheathing shall be 96"thick(Panel Span Raring 24116).Fasten Sheathing b Framing with 0.131"O x "Nails as follows: I.JJ <br /> Framing,Edges __ 6"oc W <br /> Framing,Field 12"oc J <br /> — — Boundaries,Blocking,Struts 6"oc LL1 <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Q <br /> Sheathing Nailing requirements, <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"O x 2Y"Nails Safi <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> 1ti�6 — 22t6 See Drawings(or oheer Sheaoth nlg Nad(ng requirements. f n LU <br /> a v <br /> -- 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. Z w <br /> 3. Trusses marked Strut shall be designed to accommodate the indicated bads and connections. W <br /> 4. Overhaming Members shell be 2x4 Q 24"oc posted down to main framing below w/2.4 Q 48"oc,Staggered.or as'ntdicated by the LL <br /> Truss Manufacturer. O <br /> 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1. <br /> '.i B. Provide H2SA Clip each side or TLO K6 Screw seat pty at 2-ply or greater Girder Truss ends,typ. <br /> 12t WALL FRAMING PLAN NOTES: LL n Z <br /> (212xfi 6` 7. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc,u.o.n. I.L <br /> GABLE E D TRUSS Interior Walls shall be 2,4 Studs @ 16"oc,u.o.n. U— O <br /> (2)2x6 (2)2x6 Where adjacent Shear Walls are in contact,nail Studs together per 3/SO6.See 1/SO6 for special stud requirements at Shear Wall O V <br /> types P7-3,P1-2,and P2-2. O <br /> GABLE END TRUSS Q <br /> 8. Headers shall be 4x6,u.o.n.See Debut 13ISO6. <br /> S09 SO6 ^ <br /> 9. Built-up Stud Groups In Walls Supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural x <br /> Notes for fastening requirements. 0 <br /> SOB S09 g <br /> i, 10. See 70/SOfi for Simpson to USP hardware conversion table. <br /> LEGEND <br /> k <br /> XX DETAIL CALL-0UT m <br /> y <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 ~ <br /> E <br /> tt <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> ~ ry <br /> POST BELOW � o <br /> OVER FRAMING PER PLAN NOTE 4 <br /> K <br /> HEIR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5A <br /> i <br />