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UNIT 21 �I <br />�I <br />I <br />I <br />I <br />I <br />JOIST / BEAM SCHEDULE <br />PLAN <br />TYPICAL SPACING <br />JOIST / BEAM TYPE <br />TYPICAL SIMPSON <br />CALLOUT <br />FACE MOUNT HANGER <br />to <br />J11-19.2 <br />19.2" oc <br />w <br />J1-16 <br />16"oc <br />11%"TJI 210 <br />IUS2.06/11.88 u.o.n. <br />O <br />J1-12 <br />12' oc <br />2J1 <br />-- <br />(2) 11%' TJI 210 <br />MIU4.28/11, u.o.n. <br />Bit <br />-- <br />1a%"xl1%" LSL <br />HU11 (MAX), u.o.n. <br />B2 <br />-- <br />3Y2"xl1%" LSL <br />HU/HUC412 (MAX), u.o.n. <br />mB2.5 <br />-- <br />3Y"xl1%" GLB <br />HU/HUC412 (MAX), u.o.n. <br />B3 <br />-- <br />5Y,"xl1%" PSL <br />HU/HUC612 (MAX), u.o.n. <br />B4 <br />-- <br />7"xl I%" PSL <br />HHUS7.25/10, u.o.n. <br />HOLD DOWN SCHEDULE <br />PLAN <br />SIMPSON <br />SIMPSON ANCHOR <br />DETAIL <br />CALLOUT <br />HOLDOWN <br />BOLT TYP <br />REFERENCE/ <br />TYPE <br />NOTES <br />CS16x48" <br />O <br />STRAP <br />_ <br />14/S06 U.O.N. <br />(2)CS16x48" <br />O <br />STRAPS <br />— <br />14/S06 U.O.N. <br />(3) CS16x48" <br />O <br />STRAP <br />_ <br />14/S06 U.O.N. <br />O4 <br />NOT USED <br />VERTICAL <br />O <br />HTS30 <br />_ <br />BEAM TO POST <br />OSTHD74 <br />— <br />17/S07 U.O.N. <br />OHDU8-SDS2.5 <br />SB %"x24 <br />18/S07 U.O.N. <br />HORIZONTAL/ DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />DESCRIPTION <br />CALLOUT <br />STRAP TYPE <br />�1 <br />CS16x36" <br />BEAM TO BEAM <br />7 <br />(2)CS16x36" <br />BEAM TO BEAM <br />CS16x36" <br />BEAM TO <br />TOP PLATE <br />® <br />(2)CS16x36" <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 />TRUSS/BEAM <br />DSC5R/L-SDS3 <br />TO TOP PLATE <br />® <br />CS16x36" <br />PLATE TO PLATE <br />FLOOR FRAMING PLAN NOTES: <br />1. Floor Sheathing shall be %" thick T&G iPahel Span Rating 48124). Glue Sheathing to all Framing Members and Blocking below <br />with adhesive we forming to A.P.A.Specifcetiun AFG-01. Fasten Sheathing to Framing with 0.131"0 x 2Yz" Nails as follows: <br />Framing, Edges 61oc <br />Framing, Field 10"00 <br />Boundaries, Blocking, Salts trot <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 z" Nails as follows: <br />Framing, Edges 4"oc <br />Framing, Field 10"oc <br />Boundaries, Blocking, Salts 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 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 I" 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 31S06. See 1/S06 for special stud requirements at Shear Wall <br />types P1-3, Pl-2, P2A, P2-3, and P2-2. <br />4. Headers shall be 48 U.O.N. See Detail 18/S06. <br />5. 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 />ENGINEERING P.S. <br />^Cf) <br />W <br />E C N <br />O rn t <br />O <br />O <br />N Z <br />N <br />O E <br />O <br />2 <br />ai N <br />EM W <br />W <br />i <br />O <br />L <br />Cz <br />NN <br />LEGEND <br />XX <br />DETAIL CALL -OUT <br />SX.X <br />SAGE. YIOMES <br />P1-X <br />SHEAR WALL BELOW PER SCHEDULE OF 11S06 <br />Sage Homes Northwest <br />BEARING OR SHEAR WALL BELOW <br />9505 191h Ave SE <br />Suite 118 <br />[ _ _ _ ] <br />BEARING OR SHEAR WALL ABOVE <br />Everett, omeenWA - <br />wwE-mft,h m <br />POST BELOW <br />pA <br /><O <br />JOB NO.: <br />22-447-02 <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />of nr nnr� <br />HDR HEADER PER PLAN NOTE 4 <br />DATE: 09/02/2022 <br />(F) FLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING) <br />DRAWN: BDS <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />CHCKD: RMH <br />0 1 2 4 8 16 <br />SO4a <br />