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hI <br /> i= x w 3 <br /> j �J <br /> I1 < =w <br /> m� <br /> it <br /> 11 <br /> SO6 S09 S06 <br /> HDR HOR <br /> I✓� <br /> II ad 2 g <br /> II II I II N <br /> HIPMASTER <br /> n+6 OF ASHiN-. <br /> SOB � S09 <br /> 0 _ <br /> = C9 <br /> ATTICACCESS_ <br /> PER ARCH'L <br /> W <br /> PRE-N ANUF. 1+ <br /> ROOF TRUSSES .-r-- ra Q <br /> -�i - @ 24"oc,TYP UNO <br /> Z <br /> ROOF FRAMING PLAN NOTES: O <br /> 1, Roof Sheathing shall be't6"thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x o"Nails as follows: <br /> p Framing Edges 6 oc <br /> Framing Field 12 oc _� J <br /> 8 p Boundanes,Blacking Struts 1 6'oc LC.I <br /> SO6 _ Al Unframed Panel Edges provide PSCA Framing Clips centered between each Freming Member.Sea Drawings for other m <br /> - Sheathing Nailing requirements. <br /> Al areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"O x Z`/"Nails as follows: <br /> ryti'6 te Framing,Edges 4'1 <br /> e Framing,Field 12"oc <br /> GIRDER HIPMASTER Boundaries,Blocking,Struts 4"oc ��ryyy <br /> See Drawings for other Sheathing Nailing requirements, <br /> II I I� I I I LLJ <br /> 2. Roof Framing Shall be as indicated an plan.Refer to Geneld S)IgC2UYa rJ619C. iJ W <br /> Z do 14 I 3. Trusses marked Strut shall be designed to a—mmadate the indicated loade and connections. (� W <br /> 509 <br /> U Io <br /> 4. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/2x4 @ 48'oc.staggered,or as indicated by the LL <br /> mI Truss Manufacturer, O <br /> 05 W ' Z II to Blocking in accordance with Not.1. <br /> m I t7 5. Provide solid Flat Blocking at all Valleys.Fasten Shealhin (Y < <br /> 6. Provide H2.5A Clip each side or TLOK6 Screw each ply a1--ply or greater Girder Truss ends,typ. \�`' U <br /> (2)2x6 ?)?xia WALL FRAMING PLAN NOTES z <br /> 7. Exterior Walls shell be Shear WaX type P1-6 with 2x6 Studs oc,u.o.h. ,B_ O <br /> (2)2x6 interior Walls shall be 2.4 Studs @ 16"oe a d.n. LS <br /> GABLE END TRUSS Where adjacent Shear Walls are in contact.nail studs togemer per WS06.See VS06 for special stud requirements at Shear Well O V <br /> types Pt-3.P1.2,and P2-2. <br /> 8 11 B P7-6 8. Headers shall be 44,u.o.n.See Detail 131S06, Cn <br /> SO6 S09 SO6 <br /> 16 B 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 /> S09 SO6 Notes for fastening requirements. <br /> 10. See 101S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> S DETAIL CALL-OUT j <br /> N <br /> 1-X SHEAR WALL BELOW PER SCHEDUi-E OF 1IS06 <br /> a <br /> BEARING OR SHEAR WALL BELOW - <br /> saN <br /> POST BELOW <br /> C <br /> OVER FRAMING PER PLAN NOTE 4 o <br /> HDR HEADER PER PLAN NOTE 8 <br /> 012 4 8 16 S05B <br />