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SHEAR WALL NOTES: Ltl <br /> 1. ALL EXTERIOR WALLS ARE 2X6 STUDS O 16"O.C. NTH 1/2"COX PLYWOOD U� 1a <br /> ,WITH SHEARNAILING UNLESS OTHERWISE NOTED ON PLANS. 1� <br /> 1 <br /> 2. WHERE PANELS ARE APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6"O.C. W O <br /> ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER WITH <br /> 3"NOMINAL WIDTH OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. <br /> SHEAR WALL SCHEDULE �^ <br /> SHEAR PANEL NAILING SILL PLATE SIMPSON A35 BETWEEN BLK'G <br /> W 00 C7 <br /> WALL TYPE AND MATERIALS NAILING(FLOOR) OR RIM MEMBER&TOP PLATES O ti 00 <br /> cN N O <br /> Q 1/2"CDX PLYWD.W/8d O 6"O.C. 16d O 6 z a A v W <br /> 1 "O.C. A35 O 24"O.C. <br /> EDGES&12"O.C. FIELD O <br /> Q1/2"CDX PLYWD.W/8d O 4°O.C. 16d O 4"O.C. A35 O 16"D.C. <br /> EDGES&12"O.C.FIELD HOEDOWN SCHEDULE F7i L�HOLDOWN BOLT TO STUD ANCHOR DIAMETER SSTB BOLT EMBEDMENT(2500 PSI CONCRETE) c) W <br /> A* 1/2"CDX PLYWD.W/8d O 3"O.C. 16d O 3"O.C. A35 O 8"O.C. HD7B (2)-7/6"M.B. 7/8" SSTB28 24 5/8"MIN. NOTE: ALL FASTENERS FOR PRESSURE TREATED WOOD (P.T.) <v aG a <br /> 3 EDGES&12"O.C. FIELD <br /> HD58 (2)-3/4"M.B. 5/8" 55T824 zo s/e"MIN. MUST BE "ZMAX" HOT—DIPPED GALVANIZED (13185) OR <br /> �* 1/2"COX PLYWD.W/8d O 2°D.C. 16d O 2"D.C. 35 O 8"O.C. <br /> STAINLESS STEEL. <br /> 4 EDGES&12"O.C. FIELD . HOEDOWN,SEE SCHEDULE ABOVE FOR 5 GEORGF <br /> SIZE&NUMBER OF CONNECTION BOLTS �Q OF VVASh7 YQ <br /> *AN <br /> TE -USE 2x SILL PLATES OR BASE PLATES FOR SHEAR WALLS TYPE 1 AND TYPE 2. -4( P� <br /> 4x6 MINIMUM POST TO BE LOCATED AT �'. �� N <br /> 2 BOLTS 5/8"0 x 10" <br /> # USE 3x SILL PLATES OR BASE PLATES FOR SHEAR WALLS TYPE 3 AND 4. OR NEAR END OF SHEAR WALL AND TO .1 ,--, T <br /> RECEIVE END NAILING TO PLYWOOD O.C.,W/3"x3"x0.229° <br /> * USE(2)-2x STUDS FASTENED TOGETHER WITH(2)-16d O 12"O.C.FOR ALL FRAMING MEMBERS IN LATE WASHERS(U.N.O.) -0 <br /> RECEIVING EDGE NAILING FROM ABUTTING PLYWOOD PANELS FOR SHEAR WALL TYPE 3 AND 4. �3 EMBEDMENT AS SHOWN PER SCHEDULE ABOVE MIN. <br /> * USE 4X6 STUDS AT EACH END FOR SHEAR WALL TYPE 4 AND FOR TYPE 3-DOUBLE FACE. 1 8"CONCRETE FOOTING Q,p R 53261 <br /> HORIZONTAL DIAPHRAGMS: �4 CONCRETE FOOTING STEM WALL 5 STEM WALL CcssFG/STER`��G� <br /> �QNA L E <br /> ROOF: 1/2"APA PLYWOOD WITH 8d NAILS O 4"O.C.PERIMETER,6"O.C.EDGES, AND 12'O.C.FIELD,(UNBLOCKED). 2x6 P.T.D.F.SILL PLATE 46 HORIZONTAL DIAPHRAGMS: SIMPSON SSTB HOEDOWN ANCHOR,SEE SCHEDULE ABOVE FOR EMBEDMENT �7 ""� 11/30/2023 <br /> FLOORS: 3/4"APA PLYWOOD WITH 10d NAILS O 4"O.C.PERIMETER,6"O.C. LENGTH AND BOLT SIZE IIJ• <br /> EDGES,AND 10"O.C.FIELD,(UNBLOCKED). <br /> �7 SILL PLATE ANCHOR BOLT <d ° <br /> 7 °d <br /> SHEAR WALL SCHEDULE AND NOTES 2 HOEDOWN AT FOOTING DETAIL �3 ANCHOR BOLT EDGE DISTANCE <br /> S-3 S-3 S-3 AT SILL PLATES <br /> z N <br /> o � <br /> N � <br /> (/1 Ld CC <br /> Z o <br /> O <br /> c 5 <br /> CD <br /> � O <br /> W N <br /> � O <br /> F N <br /> Q � <br /> O <br /> Z <br /> O <br /> Z <br /> U <br /> A <br /> H � � <br /> W F o <br /> O <br /> �Q <br /> F- <br /> U <br /> W <br /> 0 <br /> O <br /> Of <br /> a <br /> DWG. S-3 <br /> NO.: <br /> CITY OF EVERETT SCALE: N.T.S. <br /> REVIEWED FOR PERMIT <br /> DATE: NOV 20,2023 <br />