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- 1 <br /> w I <br /> B ir, 8 <br /> SOfi 5ab' SO6 <br /> 4D TRUSS 3 <br /> (2)2x8 <br /> z. <br /> V I <br /> PLItf <br /> a r toe x f <br /> f SO9 <br /> _ 00 U- <br /> le J <br /> LL <br /> PRE-MANUF. Q <br /> y� ROOF <br /> TRUSSES Q <br /> ___.. i@ 24"oc, (� <br /> TYP UNO Z <br /> Z <br /> � I <br /> ROOF FRAMING PLAN NOTES: > <br /> 1. Rcof Sheathing shall ba/6'thick(Panel Span Rating 2W16) Fasten Sheath ng to Frani ng wM 0.131"O x 2Y"Nails as follows. w <br /> T 6"- T J <br /> Framing,Fieltl 12"oc ...L W <br /> Boundanes Blocking,Struts 6'oc _, <br /> At Ur d Panel Edges,proside PSCA Framing Clips centered halween each Fratn 1g Member,See Draw r gs for other Q <br /> At area n—red q to Edges Diaphragm.provide 2,Flat Block tg(per General Structural Nolesl at all Unframed Shealhing Panel Al areas id ++ <br /> Edges f�st Sheathing M Framing and Blocking w th 0 1310 x 2/"Nails as follows <br /> _ � Framing,Field 12"oc �, <br /> 1. <br /> a — <br /> `- 22 Boundaries,Blocking,Struts <br /> -Y ks See Drawings for other Sheathing Nailing requirements. LU Ilia <br /> -r-_ - --- -- 2. Roof Framing shall be as-ndicalad on plan.Refer to General St,aural Nores. Z W <br /> 3. Trusses marked Strut shall be designed to ucoommodate the ind-e d loads and connections. W <br /> ' --) - ---- 4. O—Ira ruing Members shall be 2x4 @ 24"oc posted down to mern framing below wl 2x4 @ 48"oc,staggered,or as indicated by the LL <br /> Truss Manufacturer <br /> . .:::. -- ---- ------- - — 5. Pr-oat solid Flat Blocking at all Valleys Fasten Sheathing to Blocking in accordance with Note 1. Q z O <br /> o. Provide,H2 5A Clip each side or TLOK6 Screwsach ply at 2-ply or greater Girder Truss ends,typ (LyL U <br /> WALL FRAMING PLAN NOTES. H _j <br /> 1 (2)2x6 7. Exterior Walls shall be Shear Wall type P7.6 will)2x6 Studs @ 16 oc o u n Z <br /> ND TRUSS , _ , Inferior Walls shall be 2x4 Stutls @ 16 oc,u o n. Q <br /> r 11} (2)2xb ao 1"6 Where adjacent Shear Walls ate in contact nail studs together per 31S06.See VSO6 for specal stud requ rements at Sneer Wall O <br /> - 1 --_ P1�Pi-— -- - -.- types 2 and P2.2 O U <br /> CAFt h l <br /> - SO6 S09 8. Headers shall be 4x6 u o.n See Detail 13/506. <br /> g. Built-uP Stud Groups in Walls support ng Beams,Posts orG oer 1—se,above shall be 12i Stutls,o.o n See Ger eral Structural e+� <br /> SOfi <br /> No,for fastening requirements. <br /> 10. See 101SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> G <br /> XX DETAIL CALL-OUT <br /> SX.X i � I <br /> SHEAR WALL BELOW P;R gCHEDULE OF 111366 <br /> tf <br /> I— BEARING OR SHEAR WALL SEL�W <br /> W b III <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 W <br /> iY <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 1b <br /> S05A(M) <br />