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0 <br /> W <br /> 0 <br /> �,A L <br /> w= <br /> Var a W:s <br /> �- i W <br /> D <br /> Q ww <br /> 1 TT <br /> d7 <br /> 11 � lJ <br /> SO6 Spg SO6 <br /> Pt-6 <br /> (2)2x6 -- (2)2x6 'V" <br /> i <br /> = a <br /> mop <br /> II II II p � <br /> u w = <br /> HIP MASTER ATTIC ACCESS l <br /> PER ARCH'L o�TaSry, <br /> LL <br /> h <br /> 11 $09 <br /> S09 <br /> T� <br /> i w <br /> `. 0 <br /> PRE-MANUF. <br /> ROOF -- of <br /> TRUSSES it ��� Q <br /> @ 24"oc, <br /> TYP LNG <br /> r <br /> o <br /> ROOF FRAMING PLAN NOTES: ; <br /> 1. Roof Sheathing shall be A,"Ihia(Panel Span Rating 24/16j.Fasten Sheathing to Framing with 0.131"0 x 2Y,Nails as follows. Uj <br /> Framing.Edges 6"oc T <br /> Framing,Field 12"oc y-----. Boundaries Blocking,Salts 6 oc <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Flaming Member.See Dr mqS for other wm <br /> Sheathing Nailing requi ements. - <br /> AI areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel _ <br /> Edges.Fasten Sheathing to Framing and Blocking with 0,131"O x 2Y-."Nails as follows. <br /> Framing,Edges I 4"oc <br /> a Framing,Field 12"a <br /> ry.y1.6 22 E Boundaries.Blocking,Salts 4"oc <br /> GIRDER HIP MASTER + a Sae Drawings far other Sheathing Nailing requirements. `n LU <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. Z w <br /> 3. Trusses marked Salt shall be designed w accornmadate,the indicated loads and connections. W W <br /> 14 I 4. Ovedraming Members shall be 2x4 @ 24"oc posted down to main framing below w!214 @ 48"oc.staggered,or as indicated by the LL <br /> UI S09 Truss Manufacturer. Q <br /> O <br /> p I 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in acrArdanw with Note 1. <br /> N I 6. Provide H2SA Cliph side or TLOK6 Screw each I 2 I ter Girder Truss ends,lyp,each ply at qvy or greater 9 U <br /> 22t WALL FRAMING PLAN NOTES. LL J ' <br /> (2)2x6 6 7 Exlar or Walls shall be Shear Wall type P1-6 wilh 216 Studs @ 16"oc,u.o.n. O <br /> Interior Wads shall be 2x4 Studs @ IT-u on <br /> P1$ (2)2x6 (2)2x6 Where adjacent Shear Walls are'n contact nail studs together 3/SO6.See 1/So6 for <br /> pedal stud r <br /> _ types Pt-3 P1-2 and P2 2 equitemems at Shear Wall O U <br /> - GABLE END TRUSS --- <br /> S. Headers shall be 4x6 u.o.n.See Detal113/SO6. <br /> S09 506 Pi-6 <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 <br /> S06 16 SO6 Notes for fastening requirements. <br /> S09 <br /> 10. See 10/S06 for Simpson to USP hardware conversion table. <br /> i <br /> LEGEND <br /> k <br /> XX DETAIL CALL-OUT <br /> SX.X m <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SOB ~ <br /> I W <br /> 1 BEARING OR SHEAR WALL BELOW <br /> Lu <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> HOR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 76 S 0 5 B <br />