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T,0_) <br /> W <br /> d f xI <br /> w- <br /> Uf o a N <br /> lLG >i <br /> a =_ <br /> I- <br /> � B <br /> rn <br /> ABI E END o ^-+ <br /> I)2xfi <br /> �W 7, <br /> ; <br /> r c <br /> 0 <br /> � 11 <br /> S09sits .} <br /> -__ J <br /> I sae r ce .�1 <br /> 00 w <br /> L. J <br /> LU <br /> CD <br /> zr ; <br /> z <br /> ROOF FRAMING PLAN N <br /> R NOTES <br /> : > <br /> Roof Sheathing shall be 7&thick(Panel Span Rating 2W16).Fasten Sheathing to Fli ng w lh 0.131"0 x 2Y-Na Is as follows. z <br /> GLE EN--I framing Edges 6"oc -i <br /> Framing Field 12'bc W W <br /> D F c:. 8 u At e Ede Blo Yi g Struts hoc - <br /> p tl PSCA F 9 r ps cemeretl bntwean each Fram ny Member. a Drawinys for other <br /> She eat th'g Netting etl P Il qqn Sa <br /> t <br /> At aindicated BI k d D'pI g p d 2x Flat Block ng lips,General Structu al Notes)at all Unfrar,etl Sheathing Panel <br /> Edges.Faster Sheathing to Framing and Blocking with 0A31 0.2Y;Na Is as follows'. <br /> n. Framing,Edges 4"0c <br /> l Framing,Field _12"oc <br /> Boundaries,Blocking.Struts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. (D u <br /> 2. Roof Framing sl'ull be es Indicated on plan.Refer Io General Suuctural Notes. L J <br /> __ - -- - I z 7 <br /> 3. Trusses marked Shut shall be dasigned to accommodate the Indicated loads arid c-c-t o,s. LLJ <br /> 16� -_ 4. Ovedraming Members mall be 2,4 Q 24"oc posted tlown to main lramiag below wl 2x4 Q 48"oc,staggered,or as Indicated by Ins <br /> S09 ---- - - Trq M 0 racturar. <br /> 5. Pro'tl IiU Flat Block ny at all Valleys.Fasts,Sheatl'''y to Blockng in accarda,ce w 1,Note 1. < <br /> rl ` GABLE END F LJ:^ 6. Prov de H2.5A GI p each side or'FLOK6 Scre,- c,ply al 2-ply or greater Girder Truss ends,typ.ea J <br /> (2,2xa � L) <br /> - -- ..—, <br /> WALL FRAMING PLAN NOTES 7. E Z <br /> xterior Walls shall be Sneer Wall lyp P1 6 will,2xfi Slutls Q iti oc u o n �y, <br /> Interior Walls shall be 2x4 LL O Studs Q 16 oc,uo.n. <br /> I �509 Where adjacent Shear Walls are In contact,a I studs together pet 31S06.See VS06 fo spec al stud requirbne rts at J"hea,Wall O <br /> MONO _8 <br /> S06 r :>I E./ types P1-3 P1 2 and P2-2. U <br /> LED SEE `- 6. Headers shall be 4x6.u.o.n.See Detail 131S06. O <br /> TRU SEES I <br /> S. Built-up Stud Graups m Walls supporting Be.—Pasts a Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> Notes for fastening requirements. <br /> 10. See 10IS06 for Simpson to USP hardware conversion table. T <br /> I <br /> LEGEND J <br /> SX X DETAIL CALL-OUT do <br /> m <br /> rN <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> Ud <br /> BEARING OR SHEAR WALL BELOW <br /> QPOST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> HDR HEADER PER PLAN NOTE 6 <br /> 0 1 2 J 6 16 <br /> S05B(M) <br />