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z� <br />UNIT 21 �I <br />�I <br />I <br />I <br />2'-C <br />SETS) <br />JOIST BEAM SCHEDULE <br />PLAN <br />CALLOUT <br />TYPICAL SPACING <br />JOIST I BEAM TYPE <br />TYPICAL SIMPSON <br />FACE MOUNT HANGER <br />J1-19.2 <br />192" oc <br />J11-16 <br />18"oc <br />11%"TJI 210 <br />IUS2.06/11.88 u.o.n. <br />O <br />J1-12 <br />12"oc <br />2,11 <br />— <br />(2) 11T/e" TJ1210 <br />MIU4.28/11, u.o.n. <br />131 <br />— <br />1a/i'xl 17/8" LSL <br />HU11 (MAX), u.o.n. <br />to <br />B2 <br />— <br />3Yz'x11T/s" LSL <br />HU/HUC412 (MAX), mo.n. <br />m <br />B2.5 <br />3Y'X1GLB <br />HUIHUC412 (MAX), u.o.n. <br />B3 <br />— <br />5Ye"xl1T/e' PSL <br />HUIHUC612 (MA)), u.o.n. <br />B4 <br />7"xl 17/8" PSL <br />HHUS7.25/10, u.o.n. <br />HOLD DOWN SCHEDULE <br />PLAN <br />SIMPSON <br />SIMPSON ANCHOR <br />DETAIL <br />CALLOUT <br />HOEDOWN <br />BOLT TYP <br />REFERENCE <br />TYPE <br />NOTES <br />O <br />CS16x48" <br />_ <br />14/S06 U.O.N. <br />STRAP <br />O <br />(2)CS16x49' <br />_ <br />14/S06 U.O.N. <br />STRAPS <br />O <br />(3) CS16x46' <br />_ <br />14/806 U.O.N. <br />STRAP <br />O4 <br />NOT USED <br />O <br />VERTICAL <br />_ <br />BEAM TO POST <br />HTS30 <br />OSTHD14 <br />— <br />17IS07 U.O.N. <br />O7 <br />HDU8-SDS2.5 <br />SB T/a"1k24 <br />18/S07 U.O.N. <br />HORIZONTAL I DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />DESCRIPTION <br />CALLOUT <br />STRAP TYPE <br />�1 <br />CS16x36" <br />BEAM TO BEAM <br />a <br />(2)CS16x36" <br />BEAM TO BEAM <br />❑3 <br />CS18x36" <br />BEAM TO <br />TOP PLATE <br />® <br />(2)CS16IM' <br />BEAM TO <br />EA. TOP PLATE <br />Efl <br />HTS30C <br />TRUSSIBEAM <br />TO TOP PLATE <br />© <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 />FLOOR FRAMING PLAN NOTES: <br />1. Floor Sheathing shal thick T& be . G (Panel Span Rating <br />48/24). Glue Shea mg to a I Framing a and Blocking below <br />with adhesive conforming to A.P.ASpecfication AFG-01. Fasten Sheathing to Framing with 0.131 "0 x 2Ys" Nails as follows: <br />Framing, Edges 6"oc <br />Framing, Field 10"oc <br />Boundaries, Blocking, Struts L 6"oc <br />At areas indicated as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing <br />Panel Edges. Fasten Sheathing to Framing and Blocking with 0.131 "0 x 214" Nails as follows: <br />Framing, Edges 4"oc <br />Framing, Field 10"oc <br />Boundaries, Blocking, Struts 4"oc <br />See Drawings for other Sheathing Nailing requirements. <br />2. Floor joists shall be size and spacing shown on plan. Joist layout shown is a visual representation and shall be adjusted for <br />penetrations as required. <br />WALL FRAMING PLAN NOTES: <br />3. Exterior Walls shall be ear a type P1-6 with 2x6 Studs Q 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 20 Studs @ 16"oc, u.o.n. Each wall shall be sheathed with <br />1 layer of GWS in accordance with Architectural Drawings. <br />Where adjacent Shear Walls are in contact, nail studs together per 3/SO6. See 1/S06 for special stud requirements at Shear Wall <br />types P1-3, P1-2, P24, P2-3, and P2-2. <br />4. Headers shall be 4x8 U.O.N. See Detail 181806. <br />5. Built-up Stud Groups in Wails supporting Beams, Posts or Girder Trussas above shall be (2) Studs, u.o.n. See General Structural <br />Notes for fastening requirements. <br />LEGEND <br />BTL <br />ENGINEERING P.S. <br />Cc Z <br />0a <br />J a_ <br />LL 0 <br />Q Z <br />0� <br />U rQY <br />LU LL <br />H <br />X <br />^^CD <br />1 <br />W <br />E 0 3 <br />O pt L <br />C O <br />N Z <br />N <br />N 0 <br />LL N <br />Tn <br />W <br />L <br />O <br />,-0 <br />L <br />Cz <br />2 <br />SX.X <br />DETAIL CALL -OUT <br />r.� <br />SHEAR WALL BELOW PER SCHEDULEOFI/503 <br />BEARING OR SHEAR WALL BELOW <br />Sage Homes Northwest <br />9505 19th Ave SE <br />BEARING OR SHEAR WALL ABOVE <br />Suite 118 <br />Everett, WA 96208 <br />www.sagehomesnw.com <br />POST BELOW <br />JOB NO.: <br />oT <br />22 447 02 <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />PLOT DATE <br />HDR <br />HEADER PER PLAN NOTE 4 <br />09/02/2022 <br />DATE: 09/02/2022 <br />(F) FLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING) <br />SCALE: Ya' =1'-0" <br />DRAWN: BOB <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />CHCKD: RMH <br />° ' 2 4B 6 S03a <br />1/4"=1'4Y <br />