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i <br /> 0 <br /> U so <br /> p it <br /> E <br /> S J S <br /> �y r <br /> a FT <br /> ID <br /> I <br /> 6 16 8 <br /> SO6 S09 SO6 <br /> P1-6 <br /> J <br /> GABLE END TRUSS <br /> _ r.. (2)2x6 r.._ _(2)2x6 v <br /> "'Aii z <br /> 6 r, <br /> rytifi ?2x6 1 <br /> `O ATTIC ACCESS <br /> a PERARCH'L <br /> I � , <br /> I <br /> 11 11 <br /> Sos sos � <br /> 00 _U <br /> PRE NUF. Q <br /> ROOF <br /> TRUSSES �� Q <br /> @ 24"00, -- <br /> TVP UNO - z <br /> I Z <br /> O o <br /> ROOF FRAMING PLAN NOTES: __ ' 1 ' Q> <br /> 1. PoolSheathin hall be/,'thick Panel S i Uj <br /> g s 1 pan Rating 24/161.Fasten Sheathing[o Framing with 0.131"0 x 2J"Nails as follows: <br /> Framing.Edges 6"a W <br /> Framing,Field 12"oc --I <br /> Boundaries,Blocking,Struts 6"oc LU <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other <br /> '.. Sheathing Nailing requirements. <br /> At areas ind Gated as Bbcked Daphragm.provide 2,Flat Slacking(per General Shuctural Notes)at all Unframed Sheathing Panel --� <br /> Edges Fasten Sheathm9 to Framr tg and Block ng w th 0 131 0 x 2Y Na1s as P Rm S: <br /> Framing,Edges 4"oc <br /> Framing,Field 12"a <br /> 2rLt6 22x Boundaries,Blocking,Struts 4"a F- <br /> 0 See Drawings for he,Sheathing Nailing requ'hemems. � w <br /> — 2. Roof Framing Shall be as indicated on plan.Refer to General Structural Notes. Z w <br /> 3. Trusses marked Shut shah be designed to accommodate the indicated loads and connections w <br /> j 4. Ovedraming Members shall be 2.4 @ 24"oc pasted down Io main framing below W 214 @ 48"11.Staggered,or as indicated by the LL <br /> Truss Manufadurer. Q <br /> I <br /> — S. Provide solid Flat Blocking ata0 Valleys.Fasten Sl lhmg to Blocking In a—dance with Note 1. Z <br /> 6. Provide H2.5A Clip each side or TLOK6 Screw each ply al 2-ply <br /> or greater Gondar Truss ends.lyp. U <br /> 2�+6 WALL FRAMING PLAN NOTES: Z <br /> (2)2x6 7. Eder or Walls shall be Shear Wall type P1E with 2.6 Studs @ 16"oc,u o n <br /> GABLE END TRUSS Interior Walls shall be 2x4 Studs aQ 16'oc.u.o.n. LL O <br /> P1-6 - O h <br /> (z)2X6 (2)zx6 .> Where adjacent Shear Walls'are'n contact,nail studs together per 3/SOIi.Sea 1/$B6 for spec al stutl requiremanu at Shear Wall U <br /> -GABLE END TRUSS-- types P1 3 Pt 2,and P2 2 _ <br /> - <br /> 8. Heatlers shall be 4x6,u.o n See Detail13/SW O. <br /> 8 16 8 9, Built-up Stud Groups a Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Str l uctura <br /> Notes for fastening require—ts. <br /> ', SO6 S09 SO6 � <br /> 10. See 10/S06 for Simpson to USP hard—re conversion table. <br /> LEGEND <br /> SX.X DETAL CALL-OUT <br /> NI I <br /> P1- SHEAR WALL BELOW PER SCHEDULE OF 1IS06 <br /> K <br /> BEARING OR SHEAR WALL BELOW <br /> Q <br /> POST BELOW <br /> I <br /> OVER FRAMING PER PLAN NOTE 4 W I <br /> HDR HEADER PER PLAN NOTE 8 'I <br /> 00 11 d 16 S 0 5A I <br /> I � <br />