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8 <br /> 50 <br /> 50 <br /> full <br /> p E xi <br /> J <br /> U� 5 as <br /> 6 ww <br /> xx <br /> m L1 <br /> m <br /> 8 6 11 <br /> SOB SO6 S09 <br /> 4x8 (2)2x6 <br /> i6 _. 2nes <br /> S09 <br /> 16 Z <br /> PRE ANUF. <br /> ROOF <br /> TRUSSES <br /> Q 24 <br /> TYP UNO <br /> ss I <br /> y ATTIC ACCLESS <br /> y PER ARCH' of <br /> m <br /> a w Ut <br /> w <br /> I <br /> m <br /> Zad <br /> J <br /> z <br /> oZ <br /> 0 <br /> ROOF FRAMING PLAN NOTES: Q <br /> 14 1. Roof Sheathing shall be ie'thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"Ol x 2Y"Nails as follows: z Uj <br /> = SOB =t <br /> r— = Framing,Edqes 6"oc W <br /> Framing,Field 12"oc w J <br /> Boundaries,Blocking,Struts 6"oc W <br /> INSET GIRDER TRUSS At Unlramed Panel Edges,provide PSCA Framing Clips centered between each Franung Member.See Drawings for other Q <br /> �+ (3 PLY MIN) +ro Sheathing Nailing requirements. <br /> 2Fy, 'h At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unnamed Sheathing Panel - <br /> Edgea.Faatan Sheathing to Framing and Boding with 0.131"0 x 2Y"Nails as follows: <br /> — a Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> Boundaries,Blocking,Struts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. `n W <br /> 2. Roof Framing shall be as indicated on plan.Rater to General Structural Notes. z W <br /> 11 11 3. Trusses marked Strut shall be designed to accommodate the Indicated loads and connections. W <br /> S09 S09 <br /> 4. Overtraming Members shell be 2,4 024"oc posted tlown to main(raining below wl 2,4(r'y 46'od,staggered,or as intlicafetl by the 2 l.L <br /> Truss Manufacturer. Q z OO <br /> (2)2x6 _ _ _ S. Provide solol Fiat Blocking at all Valleys.Fasten Sheathing to Blacking m accordance with Not.1. I.�i,w'� <br /> GABLE END TRUSS _(2)24 6. Provide H2.5A Cho each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.lyp. LL U <br /> P-0 GABLE END TRUSS WALL FRAMING PLAN NOTES: Z <br /> 7. Exterior Walls shall be Shear Wall type 11-6 with Tx3 Studs @ 16'oc.u.o.n. LL O <br /> [�/l 6 mist to,Walls shall be 2x4 Studs a 16"oc,u.o,n. <br /> \� —_— <br /> S19 506 O ~ <br /> 8 �6 types Pt3,P112S and rP2 21s are in contact,nail studs together par 3/SB6.See 1/SUB for special stud requirements al Sheer Wall U <br /> SOB S09 Q <br /> 8. Headers shall be 4x6,u.o.n.Sae Detail 13/S05. U <br /> 9. Built-up Stud Groups in Wells supp-ng Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> Notes for Iastening requirements. <br /> 10, See 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> k <br /> B DETAIL CALL-OUT m <br /> SHEAR WALL BELOW PER SCHEDULE OF 1lSlM g <br /> K <br /> w <br /> a <br /> BEARING OR SHEAR WAL,BELOW <br /> H N <br /> POST BELOW O <br /> OVER FRAMING PER PLAN NOTE 4 lu o <br /> HOR HEADER PER PLAN NOTE 6 <br /> 0 1 2 a 8 16 S05A <br />