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WEST 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST _:111-4,— <br /> #137 wcse.net <br /> STRUCTURAL <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 FOR CLARITY �y'1 <br /> SCHEDULE <br /> -- FLOOR <br /> SHEATHING PER UPPER / DIAPHRAGM <br /> - <br /> SHEAR WALL SHEAR WALL <br /> STUDS <br /> BASE PLATE SCHEDULE r <br /> r <br /> SHEAR FLOW NAILING - <br /> BASE <br /> PLATE N"� <br /> FLOOR r �\ <br /> DIAPHRAGM \ <br /> RIM <br /> EDGE NAILING JOIST _ ',t <br /> RIM JOIST—1 TOE NAIL,RIM JOIST �, q `,; <br /> �� :-OR TOP SHEAR <br /> v <br /> _i FLOW NAILING . ,.0�< �A �I. <br /> SIMPSON LTP4 <br /> CLIPS PER SHEAR \-�`�� <br /> FLOOR JOIST WALL SCHEDULE II <br /> PER PLAN EDGE NAILING <br /> SHEATHING PER \ DOUBLE <br /> — SHEAR WALL TOP PLATE <br /> SCHEDULE <br /> SECTION VIEW <br /> LOWER .� <br /> WHEN CALCULATED SHEAR FORCES SHEAR WALL ----- <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 FIELD BASE PLATE TOE NAIL RIM ANCHORS ** <br /> BLOCKED JOIST OR TOP <br /> SW1 7/16"OSB 8d @ 8d @ 16d @ 16d @ 1/2"0Anchor 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. @ 19"o.c. @ 32"o.c. &@ ends <br /> *) Use common nails for all nailing. <br /> **) Anchor bolt washers must be 3"x 3"x 0.229"thick. <br /> Shearwall Capacity: <br /> SW1 = 260*0.93 = 240 plf limited to 150 plf for toenailing rim joist <br /> SW2 = 380*0.93 = 353 plf limited to 350 plf for single member at abbuting panel edges <br /> per footnote 3 of AF&PA SDPWS-2008 Table 4.3A: capacity is reduced for framing material other than douglas-fir-larch <br /> or southern pine with specific gravity adjustment factor= [1-(0.5-SG)] = [1-(0.50-0.43)] = 0.93 <br /> per footnote 2 of AF&PA SDPWS-2008 Table 4.3A: 15/32" values can be used for 7/16" sheathing if studs are spaced <br /> at a maximum of 16"o.c. <br /> Project: W4737 Sheet No: 23 3/11/2022 <br />