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W <br /> 0 c: <br /> r�:l <br /> UO a,n <br /> LL= x w<< <br /> 0 <br /> r r <br /> m <br /> 8 11 <br /> SO6 509 <br /> E...— 1-6 9 <br /> 3Yzx7Y,GLB (2)2. <br /> s <br /> 16 <br /> S09 <br /> PRE-MANUF. <br /> s69 <br /> ROOF <br /> TRUSSES <br /> @ 24"ac, <br /> TYP UNO �..of 's„rN <br /> ATTIC ACCESS <br /> � PER ARCH'L � <br /> r r <br /> � z z <br /> w w <br /> 00 <br /> LL <br /> 4)', <br /> t <br /> ROOF FRAMING PLAN NOTES: Q <br /> ,4 1. Roof Sheathing shall be/„'thick(Panel Span Rating 24/16).Fasten Sheathing to Framing wiN 0.131"B z s"Nails as follows: Z <br /> —— — Framing,Edges 6'oc - <br /> Framing,Fieltl 12"oc U W <br /> --. ......._ _ Bound arias.Blocking,Struts 6"oc <br /> INSET GIRDER TRUSS At Unframed Panel Edges,provide PSCA Framing Clips'centered between each Framing Member.Be.Drawings for other <br /> r? (3 PLY MIN) C Sheathing Nailing requirements. <br /> ,y+ <br /> 6' 'b At.—Indicated as Blocked Diaphragm,provide 2.Flat Blocking(per General Stmctural Notes)stall Unframed Sheathing Panel .. <br /> Edges.Fasten Sheathing to Framing and Blocking with C.131"0 z 2k"Nails as follows: <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> Boundaries,Blocking,Stints 4"oc <br /> See Drawings for outer Sheathing Nailing requirements. ('n W <br /> ? 2. Rout Framing shall be as indicated on plan.Refer to General Structural Notes. v W <br /> 2+6 z <br /> 11 11 3. Trusses marked Strut shall be designed to accommodate the indicated loads and conne >ctions. <br /> 509 S09 <br /> 1 4. Overbrurring Members shall be 2z4 Q 24 oc posted down to ma n framing below col 2z4 Q 48 oc,staggered, r a—diwtetl by the � LL <br /> ?}6 " Truss Manufacturer. Q <br /> (2)2x6 as o. Prov de sold Flat Blocking at all Valleys.Fasten Sheathing to Blockir g'n accordance wth Note 1. Q GABLE END TRUSS / 6. Prov Ce H2.6A Clip each side or TLOK6 Screw each ply at 2 pry or greater G rch r Truss ends,typ. <br /> _IlY-x6 LL. J <br /> WALL FRAMING PLAN NOTES: Z <br /> GABLL=END TRUSS 7. Exte for Walls shall be Shear Wall type P1-6 with 2z6 Studs Q 16"oc,u.o.n. <br /> 16 6 p1-4 Interior Walls shall be 2,4 Studs Q 16"oc,u.c.n. L- O <br /> Wis.a <br /> S09 SO6 Whedjacent She.,Walls.,am contact,nail stud.together per 3/S06.Be.1/506 for special stud requirements at Shear Wall <D <br /> SO6 S09 types P1-3,P1-2,and P2-2. t/1) U <br /> B. Headers shall be 46,u.o.n.See Detail 13/S06. <br /> 9. Built-up Stud Groups in Walls supporting Seams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structurals� <br /> Notes for fastening requirements. <br /> 10. Sae 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> k <br /> XX DETAIL CALL-OUT m <br /> u�i I <br /> rP� SHEAR WALL BELOW PER SCHEDULE OF 1/S06 I_ <br /> IL I <br /> a <br /> ...I BEARING OR SHEAR WALL BELOW <br /> POSTBELOW <br /> OVER FRAMING PER PLAN NOTE 4 w <br /> K <br /> HDR HEADER PER PLAN NOTE 8 CC //y- <br /> 1 2 4 8 S 0 5 r <br />