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i w <br /> U_ <br /> 8 8 i6 <br /> SO6 SO6 S09 <br /> P1 <br /> 7. <br /> r <br /> 4x8 (2)2x6 `(.,i <br /> or, E <br /> � JE <br /> C7�o <br /> - �•r ty , <br /> SO9 �� � `� ssae�•'� <br /> ATTIC ACCESS S09 <br /> PRE- NUF. PERARCH'L _-- <br /> a ROOF <br /> TRUSSES <br /> ® /1 <br /> 24"oc, _ —h <br /> TYP UNO (f,�+,J <br /> z �Wrrn1 <br /> z , <br /> d. ROOF FRAMING PLAN NOTES: _ Q <br /> 1. Roof S ,,'thick(Panel Span Rating 24/,S) Fasten Sheathing to Framing with 0.131"B x "Nails as follows: Z <br /> Frarning,Edges 6"oc W <br /> Framing,Field 12"oc Uj <br /> —) <br /> --- GABLE END TRUSS Boundaries,Blocking,Struts 6"oc W <br /> At Untrained Panel Edges,provide PSCA Framing Clips centered between each Flaming Member See Drawings for other m <br /> Sheathing Nailing requirements. - <br /> p-gm,prowde 2x Flat Blocking --..--At areas Intlicated as Blocked Uia his g(per General Structural Notes)at all Unlearned Sheathing Panel <br /> Etlgea.Fasten Sheathing to Framing and Blacking with,0.131"m x'LY"Nails ac follows: <br /> Framing,Edyes 4"oc <br /> Framing.Field " 12"oc <br /> _ Boundaries,.Blocking,Struts 4"oc <br /> See Orewings for other Sheathing Nailing requirements. /nLLJ <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. vz W <br /> 3. Trusses marked Strutshell be desgnad tb accommodius file indicated loads and coiutactions C W <br /> 1 B 4. Ovedraming Members shall be 2x4 Q 24"oc posted down to main framing below cal 2,4 @ 46'oc.staggered,ur as indicated by the L LL <br /> S09 Truss Manufacturer O <br /> (2)2X8 5. Provide solid Flat Blocking M all Valleys Fasten Sheathing to Stocking in accordance w,in Note 1. z GABLE END TRUSS (2)2x6 5. Prov de H2 5A Clip each side er TLOK6 Screw each ply at 2 ply or greater Girder Truss ands,iyp. V <br /> WALL FRAMING PLAN NOTES: n Z <br /> 7. Extenor Walls shall be Shear Wall type P1-6 with 2,6 Studs @ 16'oc,u.o.n. L.L <br /> i6 -4 Interior Wells shall be 2x4 Studs Q 16"0C u.c.n. U_ O <br /> S09 $O6 Where adjacent Shear Walls are in contact,nail studs together per 3/SO6.See 1/S06 for special slud requirements at Shear Wall O <br /> 11 6 MONO types P1-3,Pt-2,and P2-2 O V <br /> S09 SO6 TRUSSES 0 <br /> ®24"oo S. Headers shall be 4x64 u.o.n.See Detail 131806' <br /> 9. Bullt-up Stud Groups In Walls supporting Be..,,Posts or Gilder Trusses above shall be(2)Stubs,u.o.n.See General Suuctural a�s� <br /> Notes for fastening requirements. <br /> 10. See 10IS06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> DETAIL CALL-OUT <br /> N <br /> rPl"X1 SHEAR WALL BELOW PER SCHEDULE OF 1IS06 <br /> bu <br /> W <br /> a <br /> I � BEARING OR SMEAR WALL BELOW <br /> /y W �N <br /> liy POST BELOW a <br /> OVER FRAMING PER PLAN NOTE 4 K o <br /> HDR HEADER PER PLAN NOTE 6 <br /> 0 1 2 4 8 16 S 0 5 B <br />