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a <br /> 4 <br /> A <br /> WEST1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL Jr --"1--LL, suite D2 wcse.net <br /> ENGINEERING,INC. , Marysville,WA 98270 <br /> NAILING,SHOWN BELOW, WALL SHEATHING ,f..1" <br /> CORRESPONDS TO THE SHEAR IS NOT SHOWN <br /> FLOW NAILING IN THE SHEARWALL FOR CLARITY <br /> SCHEDULE <br /> /". FLOOR <br /> SHEATHING PER UPPER DIAPHRAGM <br /> SHEAR WALL <br /> SHEAR WALL STUDS <br /> BASE PLATE SCHEDULE <br /> SHEAR FLOW NAILING BASE <br /> PLATE , <br /> FLOOR 114DIAPHRAGMI F <br /> RIM <br /> :. EDGE NAILING JOIST <br /> Spill <br /> RIM JOIST TOE NAIL,RIM JOIST \ S, 9C�A �/ <br /> II OR TOP SHEAR `: )FOG F� <br /> L FLOW NAILING `,\ II <br /> SIMPSON LTP4 II <br /> �CLIPS PER SHEAR \II� <br /> FLOOR JOIST WALL SCHEDULE I <br /> PER PLAN EDGE NAILING <br /> SHEATHING PER DOUBLE <br /> SHEAR WALL TOP PLATE <br /> SCHEDULE <br /> SECTION VIEW <br /> LOWER I <br /> WHEN CALCULATED SHEAR FORCES SHEAR WALL II <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"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. @ 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: W4371 Sheet No: 36 9/5/2017 <br />