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W ^.s <br /> jZ <br /> F <br /> I <br /> s <br /> SO6 SO6 <br /> ..,-.u.. VD TRUSS <br /> a <br /> W <br /> H <br /> Ci <br /> ;y, a2k6 <br /> jAT nr 11 T.C <br /> PER Al t.l l', 4. _ <br /> ._._.. ......_.._.... ' a. o <br /> t <br /> case d <br /> s E1GN,�1� <br /> I 11 <br /> � SOB <br /> W LL <br /> Lit <br /> PRE-NIANUF. <br /> ROOF <br /> TRUSSES m <br /> �24"oc, <br /> TYP UNO Z I <br /> ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheathing shall be/e'thick(Panel Span Rating 24116).Fasten Sheathing to Framiny with 0,131'`$H 2Y"Nails as follows Uj <br /> Fram ng,Edges 6"oc T J <br /> Framing,Fieltl 12"oc y LU <br /> Boundaries,Blocking Struts 6"oc Q <br /> t... ._ -... _ -- ..... At Unframed Panel Edges row p de PSCA Framing Clips centered pelween each Ffa ring Member.See Drawings for other _ <br /> Sheathing <br /> heath g Nailing requirements <br /> At areas indicated as Blocked Diaphragm provide 2x Flat Block 1g(per General Structural Notes)at all Unframed Sheathng Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2%"Nails as follows, <br /> ,o Framing,Edges 4"07C <br /> d Framing,Field 72'oc �, <br /> Boundaries Blocking,Struts )— <br /> �. ly +s See Draw ngs for other Sheathing Nailing requirements. /L"\ <br /> -__: -- -- — 2. Roof Fremirg shall W as ndtcaled on plan Rafe,to Got.erat Structural Notes. �J <br /> 3. Tu,eses marked Strut shall be deigned to accommodate the indicated loads antl connections. W <br /> 4. 0-franung Members shall be 2x4 @ 24 oc posted down to plain training below w/2,4 @ 48-oc scaggaredi or as indicated by the LL <br /> Truss Manufacturer. O <br /> i <br /> 5. Provide solid Flat Blocking at all Valleys.Fasten Sheath ng to Blocking In accordance w,in Note t. < z >- I <br /> fi Provide H2 5A Clip each side or TLOK6 Screw each pl <br /> y y at 2-ply or greater Girder Truss ends,ryp. '1 U <br /> WALL FRAMING PLAN NOTES' LL J <br /> (2)2x6 7 Exterior Walls shall be Shear Wall type P7-6 with 2x6 Studs @ 16 oc..o.b. CL <br /> ND TRUSS <br /> Interior Walls shall be 2.4 Studs @ 16 oc u a n. L <br /> (2)2x6 x6 W—e adjacent Shear Walls eras,contact mad stunt together per 31SO6.Sea 1/SO6 for spectral stud requt ments at Shear Wall <br /> re O <br /> types P1-3 P1.2 and P2.2. O U <br /> tl. Headers shalt be 4x8 a o.n.See Detail 131SOB O <br /> � SO6 S09 N <br /> 8 3 S. SoL-up Stud Groups in Walls supporting Beams.Posts or G der Trusses above shall be(2)Studs,u.o,n.Be,General Structural <br /> Notes for fast <br /> SO6 Ola airing requirements. <br /> I )� <br /> 7 <br /> 10. Sae 10/806 for Simpson to LISP hardware conversion table, <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X m <br /> on <br /> X1 ~ <br /> SHEAR WALL BELOW PER SCHEDULE OF 1I806 � <br /> WK <br /> r I BEARING OR SHEAR WALL BELOW -- <br /> POST BELOW QO <br /> OVER FRAMING PER PLAN NOTE 4 <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 z a a ,ti <br /> S05A(M) <br /> wv4^=r-o^ <br />