Laserfiche WebLink
O <br /> F� <br /> �m <br /> W }dt <br /> a <br /> 2 <br /> Q 1 JJ <br /> a WW <br /> �o <br /> mm <br /> h <br /> SO6 S06 S09 <br /> 0. <br /> 4x6 [)2xlls996 <br /> Z f•c= <br /> _ 1s <br /> PRE-MANUF. SD9 <br /> ROOF <br /> TRUSSES <br /> TYP UNO i ' tTasN/N <br /> otf <br /> y ATTIC ACCESS `X1hE1L Y'` <br /> PER ARCH'L <br /> F <br /> 4 p p <br /> a w w <br /> do <br /> m CO � <br /> — L.L <br /> z W <br /> < <br /> LL <br /> Q <br /> I <br /> 0 0 <br /> d-o,, <br /> ROOF FRAMING PLAN NOTES: Q <br /> 14 1. Roof Sheathing shall be Y,thick(Panel Span Rating 24116).Fasten Sheath ng to FramiN with O.131"0 x 2Y'Nails as follows. Z <br /> Framing,Edges 6"oc W <br /> Framing,Field 12"oc UJ <br /> —I <br /> Boundaries,Blocking,Struts 6"oc W <br /> ;.INSET GIRDER TRUSS At Untrained Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Q <br /> Sheathing Nailing require ants. <br /> At areas iruficaled as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sneathing Patel - <br /> Edges.Fasten Sheathing to Freming and Blocking with 0.131"0 x?y"Nails as(allows: <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc )-- <br /> Bountlaries,Blocking,Struts 1 4"oc �— <br /> See Drawings for other Sheathing Nailing requirements. W <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. v LLI <br /> 7 y 11 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W <br /> S09 S09 <br /> 4. Overframing Members shall be 2x4 Q 24"oc posted down to main framing below cal 2x4 Q 48"oc,staggered,or as inairatetl by the � L.L <br /> Truss Manufacturer. 0 <br /> (2)2x6 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Not,1, <br /> GABLE END TRUSS 1 (2)2x6 6. Provide H25A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.lyp. <br /> 11 WALL FRAMING PLAN NOTES: U— " <br /> GABLE END TRUSS ]. Exterior Walls shall be Shear Wall type Pt-6 with 2x6 Studs @ 16'oe,u.o.n a— Z <br /> 16 I <br /> Interior Walls shall be 2x4 Studs @ 16"ac,con <br /> Lj— 0 <br /> S09 S06 Where adjacent Shear Walls are in contact,nail studs together per 3/SU6.See,lSOfi for spacial stud requirements at Shear W,II O U <br /> S06 B� types P1-3,Pl-2.and P2-2. Q <br /> 8. Headers shall be 4x6,u.o.n.See Detail 13IS06. 0 (n <br /> 9. Buill-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Sbuclural W <br /> Notes for fastening requirements, <br /> 7 <br /> 10. See 101SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX x DETAIL CALL-OUT m ' <br /> do <br /> P,-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 I_ <br /> 2 <br /> of <br /> W <br /> a <br /> BEARING OR SHEAR WAL,BELOW <br /> W o <br /> POST BELOW p a <br /> o <br /> OVER FRAMING PER PLAN NOTE 4 <br /> HDR HEADER PER PLAN NOTE 8 <br /> D , 2 4 B 16 S05A <br />