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CITY OF SANTA ANA <br />Planning and Building Agency <br />LI & LI ENGINEERING SERVICES <br />REGISTERED CIVIL ENGINEERS <br />OWNER: <br />PROJECT: <br />2022 CBC SHEAR PANEL SCHEDULE (SEISMIC) <br />BASE ON SDPWS-2021 TABLE 4.3 A (REFERENCED STANDARDS) <br />FOR WIND GOVERN SEE FOOTNOTE " E " <br />P <br />L <br />J <br />GE I ARprpNed <br />M7ERMIT- 55 IANCE <br />BNO: --4-1o32. <br />Master ID: <br />Date: <br />NO. <br />MATERIAL <br />NAILING <br />LB/FT <br />SOLE NAILING <br />A.B. SPACING <br />S/W <br />16d @ O.C.5/8" <br />O.0 <br />10 <br />3/8" STRUCTURAL 1 PLYWOOD OR OSB <br />8d COMMON @ 6" O.C. EDGE & 12" FIELD <br />280 <br />_ <br />6" <br />_ <br />48" <br />OR 10d BOX OR 12d SINKER <br />1) <br />3/8" STRUCTURAL 1 PLYWOOD OR OSB <br />8d COMMON @ 4" O.C. EDGE & 12" FIELD <br />430 <br />4" <br />32" <br />OR 10d BOX OR 12d SINKER <br />12 <br />3/8"STRUCTURAL 1 PLYWOOD OR OSB <br />8d COMMON @ 3" O,C. EDGE & 12" FIELD <br />550 <br />3" <br />24" <br />OR 10d BOX OR 12d SINKER <br />713 <br />15/32" STRUCTURAL 1 PLYWOOD OR OSB <br />10d COMMON @ 3" O.C. Edge & 12" FIELD <br />665 <br />2" <br />16" <br />OR 16d SINKER <br />1 <br />15/32" STRUCTURAL 1 PLYWOOD OR OSB <br />10d COMMON @ 2" O.C. Edge & 12" FIELD <br />870 <br />2" <br />12" <br />OR 16d SINKER <br />NOTES: <br />A. PROVIDE 2x_ BLOCKING AT HORIZONTAL PLYWOOD PANEL JOINTS <br />B. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3x_ OR 2-2X NOMINAL OR WIDER, WHEN PANELS ARE APPLIED ON BOTH <br />FACES OF A SHEAR WALL AND NAILING SPACING IS LESS THAN 6" O.C. ON EITHER SIDE AND NAILS AT ALL PANEL EDGES <br />SHALL BE STAGGERED.- ( FOOT NOTE 6 OF ANSI/AF&PA SDPWS-2021 TABLE 4.3 A) <br />C <br />10 <br />WHERE NAILS ARE SPACED AT 2" OC, THEY SHALL BE STAGGERED AND 3x_ OR WIDER FRAMING MEMBERS SHALL <br />BE USED AT ADJOINING PANEL EDGES <br />USE .229"x3"x3" SQUARE WASHER FOR 5/8"X10" ANCHOR BOLTS <br />E ALLOWABLE SHEAR VALUE INCREASED 40 % FOR WIND DESIGN <br />