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S) <br /> V <br /> ul Z <br /> W= <br /> W 4 <br /> V J J <br /> a F= <br /> o� <br /> 8 -.1 <br /> S06 a�I SO6 <br /> s. ,L, ,IDTRUSS D, <br /> (2)2x6 a a <br /> W!' <br /> W z <br /> H N <br /> 0 <br /> t•� �2k6 <br /> ATTIC ACCESR <br /> PER ARCH'L <br /> i <br /> ,11` <br /> `u7Qi� <br /> � <br /> ll'de <br /> —= <br /> co LL_ <br /> ILLI <br /> - ---- PRE-MANUF. <br /> --- - ROOF C <br /> TRUSSES Q_ `� Q <br /> @ 24 oc <br /> A TYP UNO <br /> i <br /> ROOF FRAMING PLAN NOTES: 1 <br /> 1. Roof Sheathing shall be cn'chick(Panel Span Rating 24%16).Fasten Sheathing to Frarning wwit 0.13l'O.2Y2"Nails as iollows: Uj } <br /> Framing,Edges 6roc T J <br /> f- -- - :- Framing,Field <br /> Boundaries,Blocking,Struts V oc <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.Sea Draw ngs for ptlur Q Sheati Nailing requirements. - <br /> --- At areas indicated as Blocked Diaphragm,provide 2z Flei Blocking(per General Structural Notes)of all Unirarnetl Sheathing Panel -_— <br /> Edges.Fasten Sheathing to Framing and Bbcking wide 0.131"0 z 2>4"Natle es follows: <br /> Framing,Edges 4"oc <br /> Framing,Flefd 12"oc <br /> Boundaries Blocking,Struts 4 M <br /> See D' g f th r Shealhmg Nadingnequk.rembs. !n <br /> erzdng shall be as nd caled on plan Refer to General Stn cfural Notes. vz w <br /> 3. Trusses masked Strut shall be designed to accommodate the indicated loads and rgnnections. W <br /> """' -""-------- - 4. Ovedraming Members shall be 2x4 @ 24"oc posted down to main framing below wl 2,4 Q 48"oc.staggaretl.or as indlcaletl by uha � LL <br /> Truss Manufacturer. Q <br /> 5. Provide solid Flat Blocking at all Valleys Fasten Sheathing to Btocting m accordance with Note 1. <br /> 6, Pro v de H2.SA Clip each&de or Ti Screw each ply at 2-ply ar greater Girder Truss ends,typ. t <br /> "-- _ -- - - - <br /> ryX'IF WALL FRAMING PLAN NiNOTES. _ <br /> U <br /> _ ND TRUSS (2)2X6 7 Exterior Walls Shall be Shear Wall type P7-6 w,h 2x6 Studs @ 16 oc u.o.n. 11,, <br /> Interior Walls shall be 2x4 Studs Q i6•oc u.o n L.1.. O <br /> (2)2x6 !x6 P,-6 Where adjacent Shear Walls are in contact nail studs together per 31SO6.See 1/SOB for speial slid requirements at Shear Wall <br /> .a.-..' types Pi-3 Pi-2 and P22 O U <br /> O 0 <br /> AEI E FI if TI`I I'; <br /> `- SO6 S09 d. Headers shall be 4x6,u o n See Debut,3lSOB <br /> S. Built-up Stud Group,in Waits supporting Beams,Posts or Gutter Trusses above shall be(2)Studs u o n.See General ShucNral <br /> SO6 i,jOg. 1� Notes for fastening requirements. <br /> 7 <br /> 10. Sae 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX.X DETAIL CALL-OUT <br /> N <br /> I�1-)TI SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> W <br /> a <br /> I , BEARING OR SHEAR WALL BELOW -- <br /> q W <br /> POST BELOW � a <br /> OVER FRAMING PER PLAN NOTE I c <br /> HDR HEADER PER PLAN NOTE a <br /> U , 2 4 8 16 <br /> S05A(M) <br />