Laserfiche WebLink
RB Engineers,Inc. Project: By: RB/MJT <br /> 1312 2nd St Kirkland,WA Client: Date: <br /> Phone:(425)822-3009 Subject: Lateral Page: <br /> Email:rbe1992@gmail.com <br /> SHEARWALL SCHEDULE <br /> Typ.Ext.Wall Construction <br /> SW-6 1) Sheathing: 1/2"Plywood or 7/16"O.S.B Exterior Side,Blocked,Nail <br /> or w/8d @ 6"O.C.All edges and @ 12"O.C.Field <br /> A2) Bolt Sill Plate to Concrete w/5/8"DIA.X 10"A.B.'s @ 48"O.C. <br /> 3) Nail bottom plate to framing below w/16d @ 4"O.C. <br /> 4) Fasten double plate to joist or blocking above per details on S 1 &52. <br /> I Capacity:240 lb/ft <br /> Shearwall Schedule <br /> Indicates shearwall w/Plywood one side <br /> I SW-4 1) Sheathing: 1/2"plywood or 7/16"O.S.B.one side,blocked,nail w/8d <br /> or @ 4"O.C.all edges and 12"O.C. field. <br /> © 2) Bolt sill plate to concrete w/5/8"DIA.X 10"A.B.'s®32"O.C. <br /> 3) Nail bottom plate to framing below w/16d @ 3"O.C. <br /> 4) Fasten double plate to'oast or blocking above per details on S 1 &52. <br /> Capacity:350 lb/ft I <br /> -- -- -- -- -- -- -- -- <br /> Indicates shearwall w/Plywood two sides <br /> (2)SW-3 1) Sheathing: 1/2"plywood or O.S.B.two sides,blocked,nail w/8d @ 3"O.C. <br /> or all edges and 12"O.C.field <br /> 2) Bolt 3x or double sill plate to concrete w/5/8"DIA.X 10"exp.Bolts @ 12"O,C. <br /> © 3) Fasten double bottom plates to double joist or blocking below w/2 rows <br /> 2 layers 16d @ 6"O.C.or 2 rows A35 clips @ 16"O.C. <br /> 4) Fasten double top plates to double joist or blocking above w/ <br /> 2 rows A35 clips @ 16"O.C.or per details on Sl &S2 <br /> 5) Use 3x all framing members receiving en.From abutting panels <br /> I Capacity:900lb/ft I <br /> Indicates shearwall w/Plywood one side <br /> SW-3 l it Sheathing: 1/2"plywood or 7/16"O.S.B.one side,blocked,nail w/8d <br /> or @ 3"O.C.all edges and 12"O.C.field <br /> 2) Bolt 3x or double sill plate to concrete w/ 5/8"DIA x 10"A.B.'s @ 24"O.C.(U.N.O.) <br /> e 3) Fasten double plate to joist or blocking above per details on S 1 &S2. <br /> 4) Use(2)2x studs @ 16"O.C.at detail D/S1 (U.N.O.) <br /> 5) Provide 3x stud framing at all members receiving edge nailing from abutting panels(U.N.0) <br /> I Capacity:450 lb/ft <br /> - - -- -- -- -- -- <br /> Indicates shearwall w/Plywood one side <br /> I SW-2 1) Sheathing: 1/2"plywood or 7/16"O.S.B.one side,blocked,nail w/8d <br /> or @ 2"O.C.all edges and 12"O.C.field <br /> © 2) Bolt 3x or double sill plate to concrete w/5/8"DIA x 10"A.B.'s @ 16"O.C. <br /> 3) Fasten double plate to joist or blocking above per details on S1 &S2. <br /> 4) Provide 3x stud framing at all members receiving edge nailing from abutting panels <br /> Capacity:585 lb/ft <br />