Laserfiche WebLink
UNIT 21 �I <br />�I <br />I <br />I <br />I <br />2,-0' <br />SETBA <br />JOIST / BEAM SCHEDULE <br />PLAN <br />TYPICAL SPACING <br />JOIST / BEAM TYPE <br />TYPICAL SIMPSON <br />CALLOUT <br />FACE MOUNT HANGER <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 />B1 <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 />opB2.5 <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 />CSl6x48" <br />O <br />STRAP <br />_ <br />14/SO6 U.O.N. <br />(2)CS16x48" <br />O <br />STRAPS <br />— <br />14/506 U.O.N. <br />(3) CS16x48" <br />O <br />STRAP <br />_ <br />14/SO6 U.O.N. <br />O4 <br />NOT USED <br />VERTICAL <br />O <br />HTS30 <br />_ <br />BEAM TO POST <br />OSTHD74 <br />— <br />17/SO7 U.O.N. <br />O7 <br />HDU8-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 />�7 <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 (Panel Span Rating 48124). Glue Sheathing to all Framing Members and Blocking below <br />with adhesive conforming to A.P.A.Specification AFG-01. Fasten Sheathing to Framing with 0.131"0 x 2Y" Nails as follows: <br />Framing, Edges 6"oc <br />Framing, Field 10"oc <br />Boundaries, Blocking, Stmts 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 "O x 2 i" 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. Floorjoists 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 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 acwrdance 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 Pl-3, Pi-2, P2-4, P2-3, and P2-2. <br />4. Headers shall be 4x8 U.O.N. See Detail la/SO6. <br />5. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Strucural <br />Notes for fastening requirements. <br />LEGEND <br />ENGINEERING P.S. <br />Z <br />OJ <br />J 0- <br />LL ,R <br />0Z <br />Z <br />OQ <br />U rr <br />w H <br />X <br />^_N <br />I..L <br />1 <br />W <br />E C N <br />O rn t <br />O <br />N Z <br />N <br />O E <br />O <br />a) > <br />N <br />W CO <br />W <br />i <br />O <br />L <br />CZ <br />NN <br />SX.X <br />DETAIL CALL -OUT <br />P1-X <br />SHEAR WALL BELOW PER SCHEDULE OF VS06 <br />SAGE. HOMES <br />BEARING OR SHEAR WALL BELOW <br />Sage Homes Northwest <br />9505 1911, Ave BE <br />— <br />BEARING OR SHEAR WALL ABOVE <br />118 <br />Suite A <br />Evere9 <br />tt, WA 98208 <br />.sagehomesnw.wm <br />POST BELOW <br />JOB NO.: <br />A <br />r<O <br />BLOCK THRU FLOOR FOR POST ABOVE (MATCH AREA) <br />22-447-02 <br />HDR HEADER PER PLAN NOTE 4 <br />(F) FLUSH FRAMED (BOTT. FLUSH W/ BOTT. OF FRAMING) <br />09/02/2022 <br />DATE: 09/02/2022 <br />�% <br />DRAWN: BDS <br />/ HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />CHCKD: RMH <br />