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0 <br /> o <br /> w <br /> t� <br /> 7� <br /> m� <br /> 0=w � <br /> Ua 8 w u= <br /> <L= $ w3 <br /> U � <br /> a caw <br /> xx <br /> G~ <br /> m0 <br /> m <br /> a• <br /> 8 r- <br /> Spg J SOfi <br /> � ) n <br /> (2)2x6 <br /> Will' <br /> 509 <br /> - - <br /> - PRE-MANUF. [h <br /> I <br /> ROOF <br /> ! TRUSSEa <br /> @ 24"oc IIT. <br /> TYP UNU <br /> I <br /> I II <br /> 'I <br /> x <br /> < I L <br /> N I AC LESS li <br /> cc LF RCH'L <br /> W i, 0 - <br /> W <br /> J <br /> — /yam LL <br /> W W <br /> J <br /> W <br /> Z <br /> Jso <br /> p <br /> ROOF FRAMING PLAN NOTES: Z QQ <br /> 1. Root Sheathing shall be/a thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 x 21�"Nails as follows: / <br /> Framing Edges °0C W W <br /> ii framing Field 11 00 <br /> Blocking,Struts 6 oc Q <br /> INSET GIRDER T . At Unframed Panel Edges,provide PSCA Framing Clips canlerad between each Framing Member.See Drawings for other <br /> - (s PLY MIN _0 Sheathin o ,y} g Nailing requirements. <br /> � AI erects 1Y1dIGaled a5 Blocked Diaphragm.prov da 2x Flat Bloncing(per General Slrucrurel Notesl al all Unfamed Sheathing Pana1 <br /> Edges.Kasten Sh silting to Framing and Blockirg with 0 131"0 x 214 Nals as follows: <br /> Framing Edges °C <br /> Framing Field 1� <br /> - - - Boundaries Blocking Struts <br /> See Drawings forolher Sheathng Nailing requirenill"N /n W <br /> 2. Roof Framing shall be as indicated on plan Refer to General Structural Notes. Ir <br /> Vz W <br /> 17 1 d 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W <br /> S09/ 4. Overtrain ng Members shall be 2,4 @ 24"oc posted down to main framing below w/2.4 @ 48"oc,staggered,or as indicated by the LL <br /> J Truss Manufacturer. O <br /> 6. Provide solid Flat Blockingt all Valle fasten Sheathing to Blocking <br /> -- ---- -- I GABLE END TRUS�—� — a Valley., h gin accordance with Note 1. <br /> - �_. 6. Provide H26A Clip <br /> p each side or TLOK6 Screw eaU ply at 2-ply or greater Girder Truss ends.typ. V <br /> GABLE ENCn TRUSS -_--- -- LAN NOTES, <br /> 7. Exterior WALL eds shhallll be Shear Wall type P1-6 with 2x6 St ds Q 16"oc,u.o.n. O <br /> ---I P,4 � - _ 16 Interior Walls shell be 2x4 Studs @ 16"oc u.o n <br /> SO9 O,fi '� Where adjacent Shear Walls are In canted nail suds togen,er per 3/so6.see vs6s mr special stud requ renem6 at shear wall <br /> U— <br /> Soe s9n Types Pt-3,P1-2,and P2-2. Q <br /> 8. Headers shall be 4x6.u.o.n.See Detail 13/S06. U r�y <br /> 9. Buill-up Stud Groups in Walls supporting Beams.I'odtb or Girder Trusses atime ghdb to(2)StutlS,uti,n.She General StNclural {� <br /> Notes for fastening requirements. <br /> 10. See 10/606 for Simpson to USP hardware conversion table. <br /> 7 <br /> LEGEND <br /> SX X DETAIL CALL-OUT m <br /> D <br /> ®-X SHEAR WALL BELOW PER SCHEDULE OF VS06 t <br /> W <br /> BEARING OR SHEAR WALL- <br /> ELOW Ld <br /> H <br /> Q � <br /> POST BELOW � <br /> OVER FRAMING PER PLAN NOTE i w <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S05A(M) <br /> I <br />