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O <br /> N� <br /> j0 <br /> 30 <br /> � =u <br /> uz W <br /> w <br /> a' a �w <br /> __ <br /> oC) <br /> m0 <br /> m <br /> d\ 11 d n <br /> sos S09 sos <br /> yI 'I p1-6 In <br /> R � HDR <br /> j <br /> OWM41W <br /> I <br /> a <br /> I r�T.I.J <br /> \—�}r__ PRE-MANUF. 11 I <br /> ROOF TRUSSES <br /> III @ 24"oc,TYP LINO <br /> 16 S09 YS�' <br /> S09 � <br /> II <br /> S CO UL <br /> ATTIC ACCESS-,\ W <br /> W <br /> PER ARCH'L I <br /> W <br /> to I �' <br /> to <br /> to T <br /> 2 <br /> Q <br /> F- I <br /> < m <br /> z <br /> � a <br /> ROOF <br /> oof Shame MING hLAN <br /> I be N'iOh ik Panel Spann tin 241i61.Fasten Sheathing to Fmmin Q it 9 s Rating g g with 0.131"0 x Nails as follows. W <br /> I Framing,Edges oc W 6" <br /> Framing,Field 12"oc W <br /> o 506 6 Boundarie Blocking,Struts 6"oc <br /> = <br /> At Unframed Panel Edgs,es,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other = Q <br /> Sheathing Nailing requirements. <br /> At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)Mail Unframed Sheathing Panel <br /> C Edges Fasten Sheathing to Framing and Blocking with 0,131"0 x 2Y"Nails as follows. <br /> / I ?+s Framing,Edge. 12'bc <br /> —— —— -- —— Boundaries,Blocking,Struts 4"oc <br /> See Drawings far other Sheathing Naling requnemenls. /^ <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. W <br /> v W <br /> —— — — i, Trusses marked Sbut shall be desi red to aonam—dale tha indicated loads and connections. W <br /> ---- -- - -- 9 c ecos. <br /> 4. Overframin Members shall be 2x4 24"oc posted down to fr mi / 4 9 P man a, n below 2x 48"oc staggered <br /> I @ -9 @ 99 or a5 indicated by the � LL <br /> Tn,sS Manufacturer. O <br /> 14 5. Provde solid Flat Blocking at all Valleys.Fasten Sheathing to Bkxk'ng'n accordance with Note 1. < 1-- <br /> 6, Provide H2.5A Clip each side or TLOK6 Screw each ply at 2 ply or greater G rder Truss ends typ. \ <br /> INSET GIRDER TRUSS(3 PLY MIN) (2)2,, (2)2x6 WALL FRAMING PLAN NOTES: Z <br /> T Exter r Walls shall be Shear Wall type P1-6 with 2x6 Studs @ i6'oc u.o.n. <br /> (2)2x6 l —i_Pt-6. Inleror Walls shall be 2x4 S4 tls Qp i6'oc.u.o.n. LL O <br /> _ _ O <br /> GABLE END TRUSS Where atljacent Shear Walls are n contact.nail studs together per 3/906.See 1/SO6 for spec al stud requrzements at Shear Wall <br /> ----.- --------L & 8 types P1 3 P 1 2 and P2-2. <br /> S06 S05.: sos fl. Headers shall be 4zfi u.o n.see Detail l3/SW. ON <br /> g. Built-up Stud Groups in Walls supporiing Beams,Posts or Glider Trusses above shall be 12)Studs.—.0.See General Structural ((— <br /> sob sos <br /> NofeS for fastening requirements. <br /> 10. See 10/B061of Simpson to USP nardvrue conversion table. <br /> LEGEND <br /> K <br /> SX X DETAIL CALL-OUT m <br /> 1-X SHEAR WALL BELOW PER SCHEDULE OF 1IS06 ~ <br /> Of <br /> K <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> F N <br /> POST BELOW O a <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 6 16 <br /> S05A(M) <br />