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WEST <br /> COAST /.....,, j 4 T ' ,.... -"Nl 9540 Semiahmoo Parkway (425)347-8998 <br /> STRUCTURAL ' � I #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA 98230 <br /> — — , <br /> NAILING,SHOWN BELOW WALL SHEATHING <br /> CORRESPONDS TO THE SHEAR IS NOT SHOWN <br /> FLOW NAILING IN THE SHEARWALL ' 1 FOR CLARITY I <br /> SCHEDULE <br /> • <br /> ,�� r FLOOR <br /> ..,/'- SHEATHING PER <br /> UPPER I DIAPHRAGM <br /> i <br /> ` SHEAR WALL SHEAR WALL —+- I I <br /> I-..._ STUDS I ,r; <br /> BASE PLATE- j SCHEDULE i <br /> SHEAR FLOW NAILING ! //J <br /> BASE i <br /> ' PLATE NI j <br /> FLOOR ` ` 1 <br /> DIAPHRAGM i I I <br /> ' s'N„ l 1 / <br /> ‘ 1 ,.-• --- EDGE NAILING JOIST ,,l i <br /> FSA <br /> a RIM JOIST I TOE NAIL,RIM JOIST , 1tiF F 0,. ' / _,- <br /> - OR TOP SHEAR 0 , <br /> `,,___.--_..__ FLOW NAILING / L<$.R 1 <br /> > SIMPSON LTP4 .7 l <br /> FLOOR JOIST d ` CLIPS PER SHEAR 1 11 r <br /> WALL SCHEDULE <br /> PER PLAN EDGE NAILING l 1 '1,717 <br /> SHEATHING PER i i • DOUBLE <br /> I SHEAR WALL ;j I TOP PLATE <br /> t SCHEDULE I <br /> SECTION VIEW �A <br /> • <br /> • <br /> - .._ <br /> LOWER I <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. i <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. @ 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 />