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W <br /> a <br /> a tutu <br /> •a <br /> 8 t 8 r1 <br /> SO6 SO6 <br /> - —JD TRUSS <br /> _ <br /> —— <br /> f - <br /> z <br /> s , <br /> --- --- - '--- ATIh A C5C W It PER AK CH l_ pF 4SX41 <br /> "ki l��Way F,r+ � <br /> LL <br /> CO w <br /> le J <br /> UJI <br /> LL. <br /> I PRE-MA" <br /> UF. �p — ROOF <br /> II TRUSSES <C 24"oc, <br /> t� NP UNO J z <br /> L <br /> Y 0 0 <br /> J - <br /> ROOF FRAMING PLAN NOTES: .- <br /> 1. Roof Sheathing shall be/,'thick(Pane(Span Rating 24/16).Fasten Sheathing to Framing with a 131"0 zVy'Nails as folbws <br /> w <br /> r Framing,Edges 6"oc J <br /> . I — Framing,Feld 12"a W <br /> Bountlanes Blockmg SUuts_ 6"oc � Q--. _ At Unfraled Panel Edges pray de PSCA Framing Clips centered between each Framing Member.Sae Draw rigs for the, _ <br /> Shealhing Nailing requirements. <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)Wall Unframed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blacking with 0.131"0 x 2Y2"Nails as follows: <br /> ro Fromm9 Edges <br /> es <br /> 9. 4"oc <br /> 1 _ Framin Field 12"oc <br /> _ <br /> 22 u Boundarles,Blocking,Struts 4"oc <br /> See Drawingsfor other Sheathing Nall iLU <br /> 9 9 requirements, <br /> 2. Roof Fram ng shall be as Indic,t,ol on plan.Refer to General Structural Notes. vz W <br /> 3. Trusses marked Strut shall be designed to—mmodale the ntIh—ed loads and connections. W <br /> - 4. Owark m rig Members shall be 2x4 @ 24 oc posted down to n a n haming below wl 2,4 @148 oc,staggared,or as,d tiled by the LL <br /> ITruss Manufacturer. O <br /> .. S. Prowde solid Flat Blocking at all Valleys Fasten Sheathing to Slcckng in accordance with Nate 1. <br /> — 6. Provide H2.8A Clip each side or TLOK6 Screw said,ply at 2-ply or greater Girder Trues ends,lyp. <br /> ti'L*b WALL FRAMING PLAN NOTES: <br /> _ LL _j U <br /> ND TRUSS (2)2x6 7. Exterior Walls shall be Shear Wall type Pt-6 with 2x6 Studs @ 16"oc,u.a.n. O <br /> Interior Wails shall be 2x4 Studs @ i6 oc u o n. LL O <br /> (2)2zb !X6 %, - Where I.3,adjacent Shear Walls are n contact,na studs together per 3IS06.Be,1/S06 for special stud regti re Hants at Shear Wall <br /> —�— �= types P1-3 Pt-2,and P2 2. O U <br /> GAS I_F�IJD TRUST:-. <br /> S. Headers shall be 44 u.o.n.See Debit 13/806. co <br /> 9, Built-up Stud Groups in Walls supporting Beams,Posts or Girder l'russa,above shall be(2)Studs.u.u.n.Be.General Structural <br /> SO6 I SIOU l ]� Notes for fastening requirements. <br /> 10. See 10/SO6 for Simpson to USP hardware carversion table. <br /> LEGEND <br /> SX.X DETAIL CALL-OUT <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF VS06 ~ <br /> K <br /> a <br /> ( I BEARING OR SHEAR WALL BELOW <br /> W �o <br /> POST BELOW O a <br /> OVER FRAMING PER PLAN NOTE 4 - Of <br /> HDR HEADER PER PLAN NOTE 8 <br /> U 1 2 4 8 78 <br /> S05A(M) <br />