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W <br /> V <br /> L W <br /> u <br /> a - <br /> w? <br /> rfi lL <br /> 8 <br /> SO6 <br /> UJ SO6 B <br /> 1 <br /> JD TRUSS <br /> (2)24 (2)2x6 <br /> 7 <br /> J PER H:_ o' <br /> .r+wu <br /> F— <br /> F. LL <br /> J <br /> LL <br /> Lij <br /> PRE-MANUF. � d' <br /> ROOF `./ < <br /> TRUSSES <br /> e <br /> J TYP LING <br /> O <br /> ROOF FRAMING PLAN NOTES: 1 I 1 } <br /> 1. Roof Sheathing shall be/4s Mick(Panel Span Rabrrg .Fasten 24/161 Sheathing to Fra -g wish U.13i'O 2Y'Nails as follows LLJ w <br /> Framing,Edges <br /> - - 1 <br /> - Framin Field ,2"oc <br /> gLU <br /> J _ 6ountlaries Blocking,Struts 6"oc Q <br /> -"' Al Unframed Panel Edges Provide PSCA Framing Clips centered between each Fra mmg Member.See Draw ngs for he, _ <br /> _----= Sheathing Naifng requ rem,nb, <br /> At areas indwted as Blocked Diaphragm..prowde 2,Flat Bbcking(,,a,Go-,.[Structural Noresi at all Unframed Sheathing Panel --".-- —. <br /> Edges.Fasten Sheathiny to Framing and Bbcking vnth 0.131"f0 x 2"Nails as Follows: <br /> Framing,Edges <br /> `O Framing,F eld 12' <br /> _ a Boundaries,Blocking,Struts 4'oc <br /> y �'B See Drawings for other Sheathing Nailing requirements. (nLLJ <br /> 2. Roof Framing shall be as Indicated on plan.Refer to General Structural Notes. W <br /> 3. Trusses marked Strul shall be designed to accommodate the mdiceted loads and tonne t-s. W <br /> 4. Overfreln hg Members shall be 2,4 @ 24"oc posted down to na n framing below w/2x4 L 48'oc.alagg' tl. as,dialed by the LL <br /> Truss Manuraaurer. Q Z p <br /> 5. Provide solid Flat Blocking at a9 Valleys Fasten Sheathing 1 BI eking in a—d-os w th Note 1. I <br /> 6. Provide H2.5A Clip each side or TLGK6 Screw each ply at ply ur greater GTder Truss e td>,typ. - U <br /> LL <br /> y6 <br /> tit WALL FRAMING PLAN NOTES ^ Z <br /> (2)2x6 7. Enter or Walls shall be Shear Wall typeP7-6ll 6 Studs @ 16 a, <br /> ND TRUSS Inter dr Waits shall be 2,4 Studs @ is _ <br /> (2)2x6 a :z6 m— P1-6 Where adpoaht Shear Walk.,am contact nail studs together pe 3/S06.nSee 1/S06 for special stun-equaemem,al Shear Wall 11'' <br /> O <br /> types Pi 3 P1 2 and P2-2 U <br /> :ABL.F CND T RLS- 0 <br /> 8 i6 8. Headers shall be 4.6,u.o n See Det'-1131506. (n <br /> 9. Built-up Slud Groups-n Walls suppo my Beants.Posts or G rder Trusses above shall be 121 Studs.u u.n.See Ger eral Shod—] a+� <br /> Notes for fastening requirements. <br /> S06 ,u51'' l6 <br /> 10. See 10/S06 for Simpson to LISP hardware--son table <br /> LEGEND <br /> SX"X DETAIL CALL-OUT m <br /> N <br /> r <br /> Pt- SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> to <br /> W <br /> _ a <br /> BEARING OR SHEAR WALL BELOW - <br /> y®/y Q ` I <br /> POST BELOW � <br /> I � <br /> ' OVER FRAMING PER PLAN NOTE 4 of <br /> HDR HEADER PER PLAN NOTE 6 <br /> B 16 S05A(M) <br />