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O <br /> w <br /> ro <br /> Q. <br /> r. <br /> W <br /> �W � w— <br /> Uo c Q <br /> U J i <br /> 8 8 11 <br /> S06 S06 S09 <br /> P1-6 n <br /> 4x8 (2)2xb { <br /> Z aT <br /> 2 _ <br /> 16 <br /> S09 <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES <br /> @ 2S'oc, <br /> TYP UNO ti F sNr1, <br /> of <br /> m ATTIC ACCES51 y 7I.AL Y1d''� <br /> dood <br /> -- —. PER ARCH'L ¢ <br /> T ~ � <br /> o Z <br /> d Ut W <br /> Ut <br /> do ad <br /> < c� CC) (9 <br /> zw <br /> U <br /> a _ JQ <br /> cos I_'! <br /> Z " <br /> H <br /> _ ROOF FRAMING PLAN NOTES: Q <br /> ,p 1. Roof Sheathing shall be/s"snick(Panel Span Rating 24116).Fasten SheaMmg to Framing with 0.131"0•Z/'Nails as follows: <br /> __ = Framing,Edges 6"oc W LU <br /> Framing,Field 12"oc W <br /> - Boundanes,Blocking,Struts 6"oc <br /> .:INSET GIRDER TRUSS At Unframed Panel Edges,provide PSCA Framing Clips centered h—en each Framing Member.See Drawings for other Q <br /> (3 PLY MIN) +e shaaming Nailing requirements. <br /> 'b Al areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Stmpurol Ndtesl at all Unframed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2K"Nails as follows: <br /> Framing,Edges 4"oc <br /> Framing,Field IT— <br /> Boundanes,Blacking,Struts w, �— <br /> Sea Drawings for other Sheathing Nailing squire—d'.. (n w0, <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Stuuural Notes, Z LU <br /> 11 11 3. Trusses masked Strut shall be designed to accommodate the indicated loads and connections. w <br /> S09 S09 - cS <br /> 4. ming Members shall be 2x4 Q 24"oc posted down to main haming below col 2x4 Q 48"oc,staggered,of as�ntllcated by the T us. L LL <br /> - Truss ManufaUurer O <br /> (2)2x6 _ 5 Prov de solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking h accordance wnh Note 1. Q z <br /> GABLE END TRUSS (2)2x6 6 Pro,,H26A CUP each side or TLOK6 Screw each ply at 2 ply or greater Gader Truss ands.typ. L(1V� <br /> WALL FRAMING PLAN NOTES: LL <br /> PI-4GXND --- Z <br /> 7. Exterior Walls shall be Shear Wall type Pt-6 with 2x6 Studs Q 16"oc,u.o.n. <br /> 16 8 F InteriorWallsshallbe2x4StudsQ,6"oc,ubnUWhere adjacent Shear Walls are in contact,nail studs together per 3/506-See 1/SO6 for specal stud requirements al Shear Wall O <br /> S09 types P1-3,Pt-2.and P2-2. O U <br /> 8. Headers shall be 4,6,u.o.n.See Detail 131SO6. L <br /> 9. Buitt-up S[ud Groups in Walls supportiny Beams.Posts of Girder Trusses above shall be(21 Swds.u.o.n.5ea General 5tmctural olf i <br /> Notes for fastening requirements. Z <br /> 10, See 10/SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> i <br /> k i <br /> SXX DETAIL CALL <br /> -OUT ad <br /> do <br /> SHEAR WALL BELOW PER SCHEDULE OF 1IS06 ~ <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> F <br /> POST BELOW � <br /> OVER FRAMING PER PLAN NOTE l o <br /> HDR HEADER PER PLAN NOTE 8 <br /> 1 2 4 8 t6 S05A <br />