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W _ <br /> S <br /> V� W <br /> w3 <br /> a caw <br /> z= <br /> J <br /> S06 Spg SO6 <br /> Pt-6 <br /> (2)2x6 (2)2x6 <br /> c <br /> _ HIP MASTER TTIC ACCESS <br /> a PER ARCH'L <br /> w <br /> a <br /> Us h� k <br /> oral y6+µ,' K <br /> S08 509 <br /> W CD <br /> TLJ— <br /> .i W <br /> PRE-MANUF. < <br /> ROOF <br /> TRUSSES `./ Q <br /> @".00, <br /> TYP UNO <br /> ROOF FRAMING PLAN NOTES: j <br /> ___ <br /> i. Roof Sheathing shall be ie'Ihide(Panel Span Rat'ng 24/161.Fasten Sheathing toFrani ng with 0.131"O x 2Yy N As as/allows: <br /> i <br /> Framing,Etlges 6"oc TT Ll,l <br /> Framing,Fieltl 12"oc i J <br /> Boundaries.Blocking,Salts 8"oc LV <br /> At Un(ramW Panel Edges,provide PSCA Flaming Clips cantered between each Framing Member See Drawings for other m <br /> Sheathing Nailing requirements. .. <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unnamed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 21'."Nails as follows: <br /> Framing,Edges _ 4"oc <br /> a Framing,Field 12"oc <br /> too22+ w Boundaries,Blocking,Salts 4"oc <br /> GIRDER HIP MASTER B a Sae Drawings far other Sheathing Nailing requirements. '^ <br /> p� V� 2. Roof Framing shall be as Indicated on plan.Refer to General Stmctural Notes. Z riJ <br /> i _i; i <br /> W 3. Trusses marked Strut shall be designed 1.accommodate the indicated loads and mnnec[ions-. W <br /> S09 �I I 4. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/2,4 @ 48"oc,staggered,or as indicated by the ILL <br /> m (7 Truss Manufacture, O <br /> O <br /> Q �� S. Provida solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking In accordance with Note 1. Q Z <br /> I (LyL Q <br /> 6. Provide H2.SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. U <br /> 22,y6 WALL FRAMING PLAN NOTES: <br /> (2)2x6 7. Exterior Wags shall be Shear Wall type PI-6 with 2x6 SWEs @ 16"oc,u.o.n. --- O <br /> _ Interior Walls shall be 2x4 Studs @ 16"oc,u.o.n. <br /> (2)2x6 (2)2x6 Where adjacent Shear Walls are in contact,nad studs together per 31506.See 1/S06 for special stud requirements at Shear Wall <br /> GABLE END TRUSS types Pt-3 P7 2 and P2-2 O U <br /> 11 6 8. Headers shall be 4x6 u o.n See Detail 131S06. <br /> SB9 S66 F-- 4i <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs.u.d.n,$ea General SVuclural <br /> SO6 16 SO6 Notes for fastening requirements. <br /> SB9 <br /> 10. Sae 10/SO6 For Simpson to USP hardware conversion tablz. <br /> LEGEND <br /> K <br /> SX X DETAIL CA11-0U1' m <br /> W <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 11S06 ~ <br /> f <br /> BEARING OR SHEAR WALL 89LOW a <br /> a � <br /> L POST BELOW a � <br /> D <br /> OVER FRAMING PER PLAN NOTE 4 <br /> HDR HEADER PER PLAN NOTE 8 <br /> 1,4"=I'.O• 0 1 2 4 6 16 S 0 5 B <br />