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UNIT 20 <br />UNIT 19 <br />UNIT 18 <br />HORIZONTAL / DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />DESCRIPTION <br />CALLOUT <br />STRAP TYPE <br />CS1846" <br />BEAM TO BEAM <br />�2 <br />(2)CS18x36" <br />BEAM TO BEAM <br />❑3 <br />CS18x36" <br />BEAM TO <br />TOP PLATE <br />® <br />(2)CS1848" <br />BEAM TO <br />EA. TOP PLATE <br />❑5 <br />HTS30C <br />TRUSS/BEAM <br />TO TOP PLATE <br />© <br />DSC2R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />Efl <br />DSC5R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�8 <br />CS18x36" <br />PLATE TO PLATE <br />ROOF FRAMING PLAN NOTES: <br />1. Roof Sheathing s a t(Panel Span Rating 4Fasten Sheat ng to rem ng w t x e e ee <br />follows: <br />Framing, Edges 8"oc <br />Framing, Field 12"oc <br />Boundaries, Blocking, Strub 8"oc <br />At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings for other <br />Sheathing Nailing requirements. <br />At areas indicated 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 0.131"0 x 2'h" Neils as follows: <br />Framing, Edges 4"oc <br />Framing, Field 12"oc <br />Bcundedes, Blocking, Struts 4"oc <br />2. Roof Framing shall be Connector -Plate Trusses C 24"oc, u.o.n. Refer to General Structural Notes. <br />3. Trusses marked Strut shall be designed to accommodate the Indicated loads and connections. <br />4. Oveimming Members shall be 2x6 @ 24"oc. Poet down to Framing Members below w/ 2x4 @ 48"oc, staggered. <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 aide or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ. <br />WALL FRAMING PLAN NOTES: <br />7. enor alls shall be ShearWalltype Pl-6w!th 2x6 Studsu.o.n. <br />Interior Walls shall be 2x4 Studs C 16"x, u.o.n. <br />Demising Walls shall be (2) wells with 1"Air Space. Each wall shall be 20 Studs @ 16"oc, u.o.n. Each wall shall be sheathed with <br />1 layer of GWB In accordance with Architectural Drawings. <br />Where adjacent Shear Walls are In contact nail studs together per 3/506. See 1/S06 for special stud requirements at Shear Wall <br />types P1-3, P1-2, P24, P2-3, and P2-2. <br />8. Headers shall be 08 U.O.N. See Detail 181SOS. <br />9, Built-up Stud Groups In Wells supporting Beams, Poets or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural <br />Notes for fastening requirements. <br />LEGEND <br />SX.X <br />DETAIL CALL-0UT <br />SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />BEARING OR SHEAR WALL BELOW <br />POST BELOW <br />HDR <br />HEADER PER PLAN NOTE 8 <br />(F) <br />FLUSH FRAMED (BOTT. FLUSH W/ BOTT. <br />OF FRAMING) <br />OVERFRAMING PER PLAN NOTE 4 <br />0 1 2 4 8 18 <br />1/4"=l'-O" <br />