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0 <br /> in s <br /> W <br /> U >G <br /> O E =U <br /> U¢ °T <br /> wy <br /> Q a J <br /> a ww <br /> xx <br /> H r <br /> mco <br /> on <br /> SO6 SO6 <br /> JD TRUSS <br /> N <br /> w <br /> z <br /> - ATTIf,A CEbS. lr <br /> PER ARCH L a ' <IWOF.qsH 4,r <br /> a <br /> Mu ErF' <br /> ZlY1f Iwi.�� <br /> l W <br /> {Ifi� J <br /> Lij <br /> - _ 0 <br /> -- <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES `� Q <br /> m <br /> - v <br /> TYP UNO <br /> O Z <br /> J ~ <br /> ROOF FRAMING PLAN NOTES <br /> 1. Roof Sheathing shall be/e thick(Panel Span Rating 24116).Fasten Sheathmg to Framing vi Ih 0.131"0 x 2Y Nails as Fellows'. LU <br /> .... Framing.Edges 6"oc T J <br /> Framing,Field 12"oc 1 Uj <br /> Boundaries Blocking Struts 1 6oc Q At Unframed Panel Edges provide PSCA Framing b Clips cent—o etween each Framing Mempar.Sea Draw ngs for other _ <br /> Sheathing Nailing requirements. <br /> At areas'dicated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> --- —-' - �� Edges.Fasten Sheathing to Framing and Block ng with 0,131 O x 2h'Nails as foil—,. <br /> m Framing Edges 4'oc <br /> a Framing Reld 12"oc <br /> Boundaries Blocking Struts 4 oc <br /> Ii Sea Drawings for other Sheathing Nailing requirements. r n LU <br /> -' ----- - --- _ - 2, Roof Framing shall be as indicated on plan,Refer to General Sauu-1 Notes. vJ w <br /> 3. Trusses marked Strut shall be des gned to—a-madale the 1d wted loads and connecllons. L w <br /> -- -- 4. Overframmg Members shall be 2x4 @ 24"oc posted down to mam framing below wl 2,4 @ 48'bc,staggered or as Indicated by this LL ! <br /> Truss Manufadurer, O <br /> 5. Provide sold Flat Blodeing at all Valleys.Fasten Sheathing to Blocking-n accordance w h Note 1. _ I Z U <br /> 6 Prov d,H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. <br /> - — `ry2�,0 WALL FRAMING PLAN NOTES: _ LL <br /> J <br /> _.. ND TRUSS (2)2x6 7. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16'oc,u.o.n. Z <br /> Interior Walls shall be 2.4 Studs @ 16"oc,—.n. LL O <br /> ( ° 1 6 Where adjacent Shear Walls are m contact,nail studs together per 3/SO6.See VS06 far spcia el stud requ rements at Shear Wall <br /> GAB <br /> 2)2X6 GABLE E-E - -- `� types P1-3 P1.2 and P2-2 O Q <br /> ND TRu�: <br /> 8. Headers shall be 4x6,u o n See Debut 131SU6. <br /> 6 <br /> 8 MI6 3 6. Built-up Stud Group—Walls supporting Beams,Pasts or Girder Trusses above shall be(2)Studs,u.o.n,See General Strad ural <br /> SOB �0g� 0� Nolen for fastening requirements <br /> - <br /> 10. See 10/SOB for Simpson to USP hardwara conversion table. <br /> LEGEND <br /> a <br /> DETAIL CALL-OUT <br /> SX.X j <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S08 � <br /> W <br /> BEARING OR SHEAR WALL BELOW d -- <br /> W o <br /> POST BELOW 0 <br /> OVER FRAMING PER PLAN NOTE 4 c <br /> HDR HEADER PER PLAN NOTE 8 <br /> i05A(M) <br /> B 1 2 4 6 16 <br /> : <br />