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UNIT 21 <br />UI <br />HORIZONTAL / DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />CALLOUT <br />STRAP TYPE <br />DESCRIPTION <br />❑1 <br />CS16x36" <br />BEAM TO BEAM <br />❑2 <br />(2)CS16x36" <br />BEAM TO BEAM <br />�3 <br />CS16x36" <br />BEAM TO <br />TOP PLATE <br />�4 <br />(2)CS16x36" <br />BEAM TO <br />EA. TOP PLATE <br />�5 <br />HTS30C <br />TRUSS/BEAM <br />TO TOP PLATE <br />�6 <br />DSC2R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�7 <br />DSC5R/L-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�8 <br />CS16x36" <br />PLATE TO PLATE <br />ROOF FRAMING PLAN NOTES: <br />1. Roof Sheathing shall be 2" thick COX (Panel Span Rating 24/16). Fasten Sheathing to Framing with 0.131"0 x 2" Nails as <br />follows: <br />Framing, Edges <br />I oc <br />Framing, Field <br />12 <br />Boundaries, Blocking, Struts <br />6"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 2Y2" Nails as follows: <br />Framing, Edges <br />4"oc <br />Framing, Field <br />12"oc <br />Boundaries, Blocking, Struts <br />4"oc <br />2. Roof Framing shall be Connector -Plate Trusses @ 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. Overframing Members shall be 2x6 @ 24"oc. Post 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 side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ. <br />WALL FRAMING PLAN NOTES: <br />7. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n. <br />Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n. <br />Demising Walls shall be (2) walls with 1" Air Space. Each wall shall be 2x4 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 4x8 U.O.N. See Detail 18/S06. <br />9. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural <br />Notes for fastening requirements. <br />4xe3:4►1. <br />DETAIL CALL -OUT <br />SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />BEARING OR SHEAR WALL BELOW <br />POST BELOW <br />HEADER PER PLAN NOTE 8 <br />FLUSH FRAMED (BOTT. FLUSH W/ BOTT. <br />OF FRAMING) <br />OVERFRAMING PER PLAN NOTE 4 <br />1/4"=1'-0" <br />0 1 2 <br />4 8 <br />16 <br />rVT,J <br />^ <br />y <br />� <br />V <br />W0 <br />0 <br />x <br />z„ <br />x <br />BTT <br />ENGINEERING P.S. <br />=S_ goo <br />EEW �e� <br />T. <br />�OF ASSI <br />0 <br />z <br />s 5666 .,hT <br />FA <br />ee�evzezz <br />Revision Schedule <br /># <br />DESCRIPTION <br />DATE <br />PERM ITSET <br />09/02/2022 <br />1 <br />CITY COMMENTS <br />05/17/2023 <br />2 <br />REVISIONS <br />11/30/2023 <br />z <br />Q <br />J <br />LL <br />O C'3 <br />0z <br />Q <br />LL <br />^X <br />LL <br />U) <br />C <br />O C <br />L <br />C <br />i <br />to <br />O <br />z <br />Cz <br />to <br />0 <br />E <br />O <br />W > <br />W <br />cc <br />W <br />LU <br />U) <br />i <br />0 <br />Cz <br />2 <br />SAGO T <br />u o a w r <br />THE5 <br />Sage Homes Northwest <br />9505 19th Ave SE <br />Suite 118 <br />Everett, WA 98208 <br />www.sagehomesnw.com <br />JOB NO.: <br />22-447-02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Ya" = 1'-0.. <br />DRAWN: BIDS <br />CHCKD: RMH <br />SHEET NO.: <br />S05a <br />