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WEST 1 1 <br /> COAST ir 1 hl 9540 Semiahmoo Parkway (425)347-8998 <br /> STRUCTURAL° _' I'' I 1 1 , <br /> #137 wcse.net <br /> ENGINEERING, INC. Blaine,WA 98230 <br /> NAILING,SHOWN BELOW. ' WALL SHEATHING <br /> CORRESPONDS TO THE SHEAR IS NOT SHOWN <br /> FLOW NAILING IN THE SHEARWALL I FOR CLARITY '1 <br /> SCHEDULE <br /> UPPER r1 __FLOOR <br /> ;/ SHEATHING PER 11 SHEAR WALL DIAPHRAGM <br /> - SHEAR WALL STUDS <br /> BASE PLATE_ SCHEDULE i �i i�) <br /> SHEAR FLOW NAILING ` <br /> BASE <br /> PLATE 'N <br /> FLOOR ( S. 1 \ <br /> DIAPHRAGM , lI <br /> I <br /> RIM . <br /> i, ... _ •_EDGE NAILING JOIST '' ,1,---- <br /> 1! <br /> yESpq <br /> RIM JOIST tl' TOE NAIL,RIM JOIST ., p' g7 <br /> '. I,1�.-_OR TOP SHEAR � C* p� <br /> 1, FLOW NAILING • i , O6z 9 t <br /> !! SIMPSON LTP4 / ; ` <br /> j `, CLIPS PER SHEAR II ,q <br /> FLOOR JOIST I WALL SCHEDULE . , _="' <br /> PER PLAN I EDGE NAILING ! A• <br /> I SHEATHING PER 1 . DOUBLE <br /> Imo_, <br /> SHEAR WALL I TOP PLATE <br /> SCHEDULE • <br /> SECTION VIEW I,,.. <br /> - E <br /> LOWER , <br /> WHEN CALCULATED SHEAR FORCES SHEAR WALL-'/ t.!. -. <br /> ARE LARGER THAN 150 PLF, STUDS <br /> TOE-NAILING IS NOT ALLOWED. USE A <br /> SIMPSON LTP4 CLIP AS SHOWN ABOVE. <br /> OBLIQUE VIEW <br /> SHEARWALL SCHEDULE <br /> MARK SHEATHING NAILING * SHEAR FLOW NAILING SILL PLATE <br /> EDGES HELD BASE PLATE TOE NAIL RIM ANCHORS ** <br /> BLOCKED JOIST OR TOP <br /> SW1 7/16"OSB 8d @ 8d @ 16d @ 16d @ 1/2"0 Anchor Bolt <br /> 1 side 6"o.c. 12"o.c. 8"o.c. 5"o.c. @ 48"o.c. &@ ends <br /> SW2 7/16"OSB 8d @ 8d @ 16d @ Simpson LTP4 Clip 1/2"0 Anchor Bolt <br /> 1 side 4"o.c. 12"o.c. 5"o.c. @ 20"o.c. @ 32"o.c. &@ ends <br /> `) Use common nails for all nailing. <br /> '*) Anchor bolt washers must be 2"x 2"x 3/16"thick. <br /> "`) Framing members receiving edge nailing from abutting panels shall not be less than a single 3-inch nominal member. <br /> Project:W4861 Sheet No: 19 9/13/2023 <br />