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N a <br /> W <br /> vo e wT <br /> LL £ wS <br /> IL Q <br /> ww <br /> o0 <br /> �m <br /> T <br /> 'IIIIk N ry <br /> HE <br /> z <br /> HIP MASTER ATTIC ACCESS <br /> PER ARCH'L .,4o AS, <br /> c <br /> w <br /> a <br /> Sit" <br /> CRY EW`� K <br /> S08 - I'I S09 <br /> W C� <br /> L <br /> LLJ <br /> PRE- NUF. <br /> ROOF <br /> TRUSSES <br /> 24'oc, <br /> TYP UNO <br /> z <br /> O <br /> ROOF FRAMING PLAN NOTES: ' ' <br /> 1. Roof Sheathing shall be a"Utiok(Panel Span Rating 24/16).Fasten Sheathing to Frei with 0.131"O x ;•Nails is Tall— ■ a a <br /> Framing,Edges 6"oc T J Framing,Field 12"oc 1 <br /> Boundaries,Blocking,Struts 6"oc W <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered bemoan each Framing Member.See Drawings for other m <br /> Sheathing Nailing requirements. - <br /> At areas Intlicaled as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0,13 V'O x 2Y2"Nails as follows'. <br /> w <br /> Framing,Edges 4"oc <br /> a FramingFramin9,Field�l2"oc <br /> 4+6 2 k Boundaries,Blocking,Salts 4"oc <br /> GIRDER HIP MASTER _ B d See Drawings for other Sheathing Nailing requirements. ^ LU <br /> 2. Roo(Framing shell be as Indicated on plan.Refer to General Structural tholes. vz W <br /> W3. Trusses marked Strut shall be designed to accommodate ttk Indicated loads and cannsidions. W <br /> y I it S09 K ( 4. Overframing Members shall be 2x4 Q 24"oc posted down to main framing below w/2x4 CU 48"oc,staggered,or as indicated by the ILL. <br /> V 0 Truss Manufacturer. O <br /> ro O SrProvide solid Flat Block 1 all Valle Fasten Sheathing a,Blockin ZC'�I g a Valley,. g gin accordance with thole 1. <br /> N 6 Provide H2.6A Clip each side or TLOK6 Screw each ply at 2-Ply or greater Ginter Truss end- s',bP. V <br /> ??,y WALL FRAMING PLAN NOTES: ' <br /> (2)axt @ ]. Exterior Wells shall be Shear Wall_ type Pt-6 with 2xfi Studs Q 16'oc,u.o.n. L a O <br /> — Interior Walls shall be 2.4 Studs @ 16"oc,u.o.n. <br /> (2)2x6 (2)2x6 Where adjacant Shear Walls are n contact,nail studs together per 3/SO6.See'I/506 for special stud requraments at Shear Wall <br /> — ... - types Pt 3 Pt-2 and P2-2 0 <br /> GABLE END TRUSS U <br /> 8. Head—,hall be4x6 O u c.n.See Daunt l3)$06. 0 <br /> SOB <br /> 9.$ Not Stud Groups in Wane supporting Beams,Poste or Girtler Trusses abava shall be(2)Stutls,u.e.n.She General Structurales f� 16 SOB tholes for fastening requirements. of <br /> S09 <br /> 10. Sea IQ/SOU for Simpson to USP hardware conversion table. <br /> LEGEND <br /> a <br /> SX X DETAIL CALL-OUT m <br /> m <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 ~ <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> III POST BELOW 0 <br /> OVER FRAMING PER PLAN NOTE o <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5 B <br />