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0 <br /> 50 <br /> �on <br /> W <br /> Rul L, <br /> w w= <br /> Np � <br /> U �J <br /> a ww <br /> 0� <br /> WM <br /> c <br /> 8 B i1 <br /> S06 SOB S09 <br /> (2}2 o 9 <br /> gar <br /> W <br /> W sw <br /> ,B Y <br /> S09 <br /> PRE-MANUF. <br /> ROOF <br /> TRUS <br /> '@ 24 <br /> TYP UNO <br /> In ATTIC ACCES <br /> m r <br /> PER ARCH'L -' <br /> a0 0 <br /> but z <br /> w � <br /> do do <br /> w = <br /> _ <br /> < �0 C7 <br /> U_ <br /> z w <br /> Z I <br /> ROOF FRAMING PLAN NOTES: Q <br /> 14 `.... 1. Roof Sheathing shall be s"thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 z 2Y"Nails as fulkays: z w <br /> Framing,Edges 6"oc J <br /> Framing,Field 12"oc W <br /> '. --_ ': eountlarles Blocgng Shuts 8"oc <br /> r-INSET GIRDER TRUSS Al Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Q <br /> PLY MIN) +e Sheathing Nailing requirements. <br /> 2}S Mry Al areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(perGeneral Structural Notes)at all Untrained Sheathing Panel <br /> Edge,.Fasten Sheathing to Framing and Blocking with 0,131"O x 2Y-."Nails as follows: <br /> a Framing,Edges ' <br /> Framing,Field 1Z"oc <br /> Boundaries,Blocking,Struts 'Z <br /> See Drawings for other Sheathing Neigng requirements. <br /> 2. Roof Framing shall be as indicated on plan.Rafe,to General 11—ti al Notes. Z w <br /> LU <br /> 11 1 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W <br /> S09 S09 <br /> 4. Overframing Members shall be 2z4 Q 24"oc posted down to main Naming below w/2,4 Q 08"oc,staggered,or as indicated by tl18 � LL <br /> Truss Manufacturer. lQ <br /> (2)2x6 5. Provide solid Flat Blocking at ag Valleys.Fasten Sheathing to Blocking in accordance with Note 1. �/ Z <br /> -- - - -- - - GABLE END TRUSS (2)2x6 6. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder �Truss ends,lyp. V <br /> J <br /> GABLE END TRUSS WALL FRAMING PLAN NOTES: ^ Z <br /> 7, Exterior Walls shall be Shear Wag type P1-6 with 2.6 Studs Q 16"0o,u.o.n. � LL O <br /> 16 $ F Interior Walls shall be 2x4 Studs Q 16"oc,u.o.n. _ <br /> S09 SOfi Where adjacent Shear .Its ate in contact,nail studs together par,3/SOS.Be.1/SOfi for special stud requirements a1 Shear Wall O <br /> $ 16 types Pt-3,P1-2,and P2-2. U <br /> SO6 S09 O Q <br /> 8. Headers shad be 4x6.u.o.n.See Detail 13/S06. (n <br /> 9. Built-up Stud Groups in Walls supporting Seams,Posts or Girder Trusses above shag be(2)Studs,u.o.n.See General Sauclunsl <br /> Notes for fastening requirements. <br /> 10. Sea 10/SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX.7C DETAIL CALL-OUTdo <br /> N <br /> H <br /> Pt- SHEAR WALL BELOW PER SCHEDULE OF 1/SW � <br /> K <br /> W <br /> _ a <br /> --I BEARING OR SHEAR WAL.BELOW <br /> F <br /> POST BELOW � <br /> 0 <br /> OVER FRAMING PER PLAN NOTE 4 <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5A <br />