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0 <br /> ac <br /> a <br /> a =_ <br /> o� <br /> m� <br /> m <br /> 11 <br /> SO6 SO9 SO6 <br /> P1-6 <br /> �e <br /> u <br /> HDR �i HDR j <br /> z w�-a <br /> o W ;1 <br /> om Z <br /> II II i II II mru Zs✓ <br /> W <br /> jI II II II II III <br /> � "-HIPMASTER <br /> 11 11 <br /> IL <br /> _ _ATTICACCESS__..i- `•L <br /> -- --PERARCH'L - - — - <br /> W <br /> C� <br /> Q <br /> PRE-MANUF. <br /> ROOF TRUSSES Q <br /> -- --- -- @ 24"oc,TYP LINO (� <br /> ^ n <br /> t <br /> O Z <br /> ROOF FRAMING PLAN NOTES: Q Q <br /> 1, Roof Sheathing shall be/is"thick(,Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 2,'Nails as follows: <br /> (� Framing,Field 1 � <br /> 2' W <br /> oc w <br /> 8 p Boundaries,Blocking Struts <br /> At Unframed Panel Edges.provide PSCA Fram rigg Cl,Clips centered between each Framing Member.See Drawings for ocher m <br /> f _ Sheathing Na'I'ng requirements <br /> Ai areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unf2metl Sheathing Panel <br /> 0 Edges.Fasten Sheathing to Framing.rid Blocking with 0.131"0 x 2y"Nails as follows_ <br /> Framing.Etlges 4"oc <br /> -- Framing,Field 12"oc <br /> GIRDER HIPMASTER Boundaries,Blocking,Struts 4"oc <br /> See Drawings far other Sheathing Nailing requirements. 'n Uj <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. v7 W <br /> Z, 14 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. `� W <br /> 509 <br /> Q II I 4. Overfram ng Members shall be 2x4 @ 24 oc pasted down to man farming below w/2x4 @ 48 oc,staggered,ar as indicated by the LL <br /> m ___�W T Manufacturer. 0 <br /> � p Zrmia 'I --Z 5. P de sot d Flat Blocking at all Valleys Fasten Sheathing to 61od<ng in accordance with Note 1. } <br /> 6- P ov de H2.5A Clip each side or TLOK6 Screw each ply at 2 ply or greater Girtler Truss ends \LL <br /> typ. < U <br /> (2)2x6 WALL FRAMING PLAN NOTES. Z <br /> r- Exterior Walls shall be Shear Wall type P1{i with 2x6 Studs @ 16'oc,u.o rt <br /> P1$ Interior Walls shall be 2,4 Studs @ 16'—..an, LL O <br /> 2)2x6 <br /> Where adjacent Shear Walls are ct in conta .nail studs together per 31SO6.See 1/S06 for special stud requirements at Shear Wall <br /> GABLE END TRUSS types P1-3.P1 2 and P2 2 O V <br /> 6 11 6 P7�I j 6. Headers shall be 4.6,u.o.n.See Detail 131SO6. <br /> SW S09 SO6 N _ <br /> i6 9. Built-up Stud Groups in Walls supporting Beams,Pasts or Girder Trusses above shall be(2)Studs,—mo See General Structural 1.t <br /> S09 SO6 Notes for fastening requirements. <br /> 10. See 101606 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> S DETAIL CALL-OUT m <br /> y <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 11SM <br /> K <br /> m <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> Q <br /> POST BELOW p <br /> OVER FRAMING PER PLAN NOTE i W o <br /> K <br /> HDR HEADER PER PLAN NOTE 6 <br /> 0 1 2 4 8 ,S S 0 5 B <br />