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CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />SHEARWALL_ SCHEDULE <br />MARK <br />SHEATHING <br />( 1 ) <br />NAIL <br />SIZE <br />2 <br />EDGE <br />NAIL <br />SPACING <br />FIELD <br />NAIL <br />SPACING <br />SILL TO <br />yy00D CONN. 1 <br />O <br />SILL TO <br />CONC. CONN. (1) <br />CAST -IN -PLACE <br />CONCSI <br />TIT N H <br />ESR- <br />P„ h01 <br />SCR♦�VS�Y <br />713) <br />LLOW. <br />HEAR <br />(PLF) <br />SHEAR <br />WALL <br />TYPE(3) <br />A615/32 <br />STR O.S. <br />10d <br />6" <br />12" <br />SDS1/4"x6" ®16" <br />2x: 5/8"0 A.B. ® 32" <br />3x: 5/8"0 A.B. 0 48" <br />2x: 1 2"0 S <br />/ <br />REW ®32 <br />340 <br />I <br />® <br />15/32 STR O.S. <br />10d <br />4" <br />12" <br />SDS1/4"x6" ® 12" <br />3x: 5/8"0 A.B. ® 32" <br />3x: 1/2"0 SCREW ® 24 <br />510 <br />ZL <br />A3 <br />15/32 STR O.S. <br />10d <br />3" STGR(4) <br />12" <br />SDS1/4"x6" ® 9" <br />3x: 5/8"0 A.B. ® 24" <br />3x: 1/2"0 SCREW @ 18 <br />665 <br />ZL <br />A2 <br />15/32 STR O.S. <br />10d <br />2" STGR(4) <br />12" <br />SDS1/4"x6" ® 6" <br />3x: 5/8"0 A.B. ® 16" <br />3x: 1/2"0 SCREW @ 12 <br />870 <br />H <br />4D <br />15/32 STR D.S. <br />10d <br />4" <br />12" <br />SDS1/4"x6" ® 6" <br />3x: 5/8"0 A.B. ® 16" <br />3x: 1/2"0 SCREW @ 12 <br />1020 <br />IIE <br />OD <br />15/32 STR D.S. <br />10d <br />3" STGR(4) <br />12" <br />SDS1/4"x6" ® 4" <br />3x: 5/8"0 A.B. ® 12" <br />3x: 1/2"0 SCREW @ 8" <br />1330 <br />A <br />15/32 STR D.S. <br />10d <br />2" STGR(4) <br />12" <br />SDS1/4"x6" ® 3" <br />3x: 5/8"0 A.B. ® 8" <br />3x: 1/2"0 SCREW ® 6" <br />1740 <br />1Z <br />SHEARWALL NOTES: <br />(1) O.S. INDICATES SHEATHING ON ONE SIDE OF WALL AS SHOWN ON PLANS. <br />D.S. INDICATES DOUBLE SIDED SHEARWALL: SHEATHING ON BOTH SIDES OF WALL. <br />(2) USE COMMON WIRE NAILS FOR ALL STRUCT-1 SHEATHING. <br />(3) SEE DETAILS 8/S1.2 & 12/S1.2 FOR SHEARWALL ASSEMBLIES BASED ON SHEARWALL TYPE. <br />(4) FOR STAGGERED EDGE NAILING REQUIREMENTS SEE DETAILS 8/S1.2 & 12/S1.2. <br />(5) SEE DETAILS 6/S1.1 AND 7/S1.1 FOR PLATE WASHER SIZE AND MINIMUM ANCHOR BOLT <br />EMBEDMENT, RESPECTIVELY. TITEN HD SCREWS TO BE USED IN RETROFIT CONDITIONS. <br />(6) WHERE 3x SILL PLATES AND EDGE STUDS ARE REQUIRED AT EXISTING 2x CONDITION, SEE DETAIL 6/S1.2. <br />JANCE <br />