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8 <br /> n3 <br /> W <br /> 5` <br /> p a xG <br /> w <br /> Ua IS wu? <br /> tLx i w3 <br /> Q e J <br /> a ww <br /> xx <br /> m0 <br /> m <br /> a, <br /> t,. <br /> S 01 <br /> 11 8 6 <br /> SO6 SO6 <br /> (2)2x6 xd <br /> yy <br /> S09 <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES _ <br /> Q 24'oc. ----- I <br /> TYP UNO <br /> k4 a <br /> fpir_ Etf°�,a� <br /> y ATTIC ACCESS <br /> PER ARCH'L <br /> z z <br /> du w <br /> w I j <br /> �\ F- <br /> 00 w <br /> LL <br /> la J <br /> W <br /> 8 <br /> ROOF FRAMING PLAN NOTES: <br /> 1 1. Roof Sheathing shall be&"thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x "Nails as follows: <br /> FieEtlges 6"oc ,J <br /> ld 12"oc w tJJ <br /> - - - _ J <br /> Boundares Blocking Salts 6"oc - <br /> _ ____ ._ — .. ._. Q <br /> _INSET GIR R TRUSS AI Unbemed Penal Etlges provide de PBCA Framing Clips centered between each Framing Mamba/.5e6 Drawings for other - <br /> ,� (3 PLY MIN) "" Sheathing Nailing requirements. <br /> At areas ind caled as Blocked Diaphragm.provide 2x Flat Blocking(per General Strucural Notes)at.all Unframed Sheathing Parel <br /> Etlges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y1"Nails as follows: <br /> a Framing,Edges 4"oc <br /> Framing,mast 12"oc <br /> Boundaries,Blocking.Struts 1 4"oc �- <br /> - See Drawings for other Sheathing Nailing requirements. (n W <br /> 2. Roof Framing shall be as indicated on plan Refer to General SUuctural Notes. Z w <br /> 11 11 3. Trusses marked SUuf shall be designed to accommodate 11--nd'cated loads and connections. W <br /> S09 S09 <br /> 4. TrussOverf—ing <br /> Members shall be 2,4 Q 24"oc posted down to main framing below w/2x4 Q 46'oc,staggered or as indicated by the U. <br /> '" --- Truss Manufacurer, O <br /> 5. Provide <br /> ruv tle sold Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1. Z <br /> go 9 <br /> ()2x6 GABLE END TRUSS 6. Provide H2.6A Clip each side or TLOK6 Screw each ply at 2ply or greater Girder Truss ends.yip. <br /> GABLE N TRUSS - - ---- I f 1 4 1- WALL FRAMING PLAN NOTES Z <br /> 7. E,ti Walls shall be Shear Wall type P146 with 2z6 Studs Q i6'ot u o n <br /> Inferior Wells shall be 2,4 Stud,all 16"oc,a c.n U— 0 <br /> P1-4 5 16 4 SOC S09 Where adjacent Sheet Walls are in con ac,nail Studs together per 3/SOfi.Sae 1/SW for special stud requirements at Shear Wall U <br /> S09 SO6� types Pi-3,Pi-2,and 12-2. O <br /> O <br /> 8. Headers shall be 4x6,u.o.n.See Detail 131506. O <br /> 9. Built-up Stud Groups in Walls supposing Beams.Posts or Girder Trusses above shag be(2)Studs,u.o.n.Sea General Structural <br /> Notes for fastening requirements. D <br /> 10. See 10/SO6 for Simpson w USP hardware conversion table. <br /> LEGEND <br /> SX.X DETAIL CALL-OUT m <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 g <br /> K <br /> w <br /> BEARING OR SHEAR WALL BELOW L�r <br /> ® POST BELOW a <br /> > Lis <br /> OVER FRAMING PER PLAN NOTE I W c <br /> C <br /> HDR HEADER PER PLAN NOTE fi <br /> 0 1 2 4 8 16 <br /> S05A(M) <br />