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0 <br /> p xl <br /> KS € w- <br /> Vz w1 <br /> !-C3 <br /> mo <br /> m <br /> SOe soy-' SO6 <br /> 4D UTR SS F- <br /> (2)2x6 -" (2)2x6.. <br /> 7 <br /> ??x <br /> - —- - - - r T. <br /> ATI IL Al, - S. nn r 7 <br /> PERM CH'L a ( ' �,°f f-Asyv1 <br /> ssaa 0 I <br /> �4 S09 <br /> W <br /> L.L W <br /> PRE-MANUF. <br /> Q <br /> ROOF <br /> TRUSSES '`►� Q <br /> a <br /> @ 24"oc, <br /> N TYP UNO <br /> ROOF FRAMING PLAN NOTES: ; <br /> 1. Raof Sheathing shall be/hs'thick(Panel Span Rating 24116).Fasten Sheathing to Framing wily 031"0 z Vy Nails as f llows'. W <br /> Framing Edge 6"oc T J <br /> Framing Field ,2"a y W <br /> Boundaries Blocking,Struts 1 G'oc Q At Unframed Panel Edg p ide PSCA Framing Clips centarad be..-each Framing Member.See Drawings!or otlur _ <br /> Sheathing Nailing requirements. <br /> At areas indicated as Blocked Diaphragm provide 2,Flat Block ng(per General Structural Notes)a[all Unframed Sheathing Panal <br /> - Edges.Fasten Sheathing to Framing and Blocking wnh 0.131"0 x 2X"Nails as follows: <br /> Faming,Edges a'bc <br /> Framing•Field ,2"oc <br /> l`-- ------ --- -- 2 Boundares,Blocking,Struts oc 4" F- <br /> 2+6 <br /> I_ Be,Draw ngs for other Sheathing Nailing requirements. ,nLLJ <br /> elf <br /> 2. Roof Frain ng shall be as indicated on plan Rafar to General Stn aural Notes Z W <br /> 3. Trusses marked Strut shall be designed to accornmwlale the ndicated loads and connections- — W <br /> C <br /> 4. O.1f.o ing Members shall be 2x4 @ 24"oe posted down to main framing below wl 2,4 @ 48"pc,staggered.or as indi W led by the L LL <br /> Tn,aa Manufaaprer 0 <br /> 5 Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1, <br /> 6. Provide,H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss e,d,,typ. ' <br /> Of J U <br /> ---- - ,� �' WALL FRAMING PLAN NOTES. Z <br /> ND TRUSS (2)2x6 7. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16 oc,u o.n <br /> Inferior Walls shall be 2x4 Studs @ 16 oc u o n LL LD <br /> (2)2x6 { !%6 P1-6 Where adjacent Shear Walls are-n contact nail studs together per NS06.See 1/SO6 for speaal stud requirements at Shear WaII O <br /> —=�'_ a-.�—_ r- - •- = types P1-3 Pl-2,and P2 2. U <br /> CABLE EI D TRUSP O <br /> 8. Headers shall be 4x6 u o n See Detail 131S(l6 <br /> SO6 509 <br /> 9, Built-up Stud Groups 11 Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.h.See General Sbucural <br /> so, Notes for fastening requirements. <br /> 7 <br /> - 10. See 10lSO6 for Simpson W USP hardware carversipn table. <br /> LEGEND <br /> a <br /> S X DETAIL CALL-OUT m <br /> on <br /> on <br /> 1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SW <br /> W <br /> W <br /> _ a <br /> BEARING OR SHEAR WALL BELOW <br /> W o <br /> POST BELOW m � <br /> OVER FRAMING PER PLAN NOTE 4 W c <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 z 4 e s <br /> S05A(M) <br />