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W I <br /> Vt a? <br /> Q _ <br /> a <br /> t <br /> a e <br /> sos sB6 <br /> .. lD TRUSS p, <br /> (2)2t6 - .. -(2)2x6 <br /> - <br /> W <br /> —— -— -- — 7 <br /> Ci <br /> 2 <br /> W <br /> -- — ATTIC,ACGE <br /> 1 _ r <br /> PER ARCH <br /> SS66 ¢ <br /> AWL H•,�Y...I\ <br /> �scgl — 11 <br /> LL J <br /> W <br /> < <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES <br /> 24"oc, <br /> TYP UNO z <br /> p - O , <br /> ROOF FRAMING PLAN NOTES: ' 1 ' <br /> ---- UJ <br /> 1. Roof Sheathing shall be/s"thick(Panel.,-,,Rating 241161.Fasten Sheathing b Frammy with 0.131"0 z 2Yz"Nails as fellows: W <br /> Framing,Edges 6"oc T J <br /> Framing,Field 12"oc y w <br /> Boundanes,Blocking Struts I 6-op <br /> At Uninsured P I Edges,provide PSCA Framing Gins centered between eadl Frain t9 Member See Draw rgs for other _ <br /> Sheathing N T g aquireman[s. <br /> At areas indicated as Blocked Diaphragm provide 2,Flat Blocking(per General Stro—al Notes)stall Unframad Sheathing Panel <br /> Edges.Fasten Sh—lud9 to Fmni ng and Blacking with 0.131"0 z 2Yz"Nails as(allows: <br /> Framing,Edges 1 4'oc <br /> aFraming,Feld 12"oc �, <br /> Boundanes Blocking 3tr is1 4"oc <br /> m +s See Drawings for other Sheathing Had g q cols. <br /> l <br /> LLJ <br /> Rod F- g shall be as ndicated on plan Rater to Geri—1 Structural Notes. L1.1 <br /> 3. Trusses marked Strut shall be designed to accommodate the rdicride i loads and........irons. W <br /> --'- — 4. Overfosodg Members shall be 2,4 @ 24'oc posted down to ma n fra ri ny below w/2,,4 @ 48'oc staggered o as i icatad by the �' ! LL <br /> Truss Manufacturer. O <br /> 5. Provide sold Flat Blocking at all Valleys.Fast.t Sheathing to Blocking in accordance w h Note 1, Q Z <br /> 6 Provide H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. <br /> WALL FRAMING PLAN NOTES: Z <br /> _ (2)zxb -- =b _ 1 (2P 6 _. T type,P Wails <br /> zle a P z Studs <br /> @ 16"Q.so im zx6 Studs(r9 is Oc.o o.n --- O <br /> ND TRUSS hall'ble16 LL O � <br /> re n contact,nail studs together per 31SO6.See 1/S[N6 for special sWtl-equ'rements at Shear Wall <br /> GABLE I n 1.1 0 <br /> 8. Headers shall be 4k6,u.o.n.See Detail 13/806 O C) <br /> 9. Built-up$Wtl Groups n Walls support ng Beams.Posts or Grder l ruses above shall be 12)SWUs,u.o.r,.See General SUudural a� <br /> 8 ) Notes for fastening requirements <br /> S06 0o <br /> - - I0. See 10/SOB for Simpson I.USP hardware conversion table. <br /> I <br /> LEGEND <br /> SX.X DETAIL CALL-OUT odb <br /> to <br /> SHEAR WALL BELOW PER SCHEDULE OF 11S06 ~ <br /> up <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> q W o <br /> a POST BELOW �'+ L <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> R <br /> HDR HEADER PER PLAN NOTES <br /> 505A(M) <br /> 0 1 2 4 8 16 I <br />