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CITY OF SANTA ANA <br />F IcIll 11 1 evsans gency <br />0 10-20-23 YJ <br />For Approval <br />1 8-19-24 Per YJ <br />A `GEO REPORT <br />2. 2 <br />Per P C <br />NOT USED 6 NOT USED 3 <br />FIC <br />'I <br />SHEAR WALL SCHEDULEI <br />SILL CONNECTION <br />TOP AN <br />HORAGE <br />SHEAR <br />ivias, <br />SYM <br />(2022 <br />WALL SHEATHING (SEE 2) <br />CONCRETE & <br />WOOD <br />SIMPSON <br />CBC) <br />MASONRY <br />A35 <br />10 <br />280 <br />15/32 " STIR I PLYWD BLKD w/8d @ 6" O.C. E.N. & 12" O.C. F.N. <br />5/8" A.B. @ 32" O.C. <br />16d @ 3" O.C. <br />16" O.C. <br />11 <br />340 <br />1%2 " STIR I PLYWD BLKD w/10d @ 6" O.C. E.N. & 12" O.C. F.N. <br />%" A.B. @ 24" O.C. <br />5/6" Lag @ 6" O.C. <br />12" O.C. <br />1 <br />12 <br />430 <br />15/32 " STR I PLYWD BLKD w/8d @ 4" O.C. E.N. & 12" O.C. F.N. <br />5/8" A.B. @ 24" O.C. <br />5�6" Lag @ 6" O.C. <br />8" O.C. <br />Al <br />13 <br />510 <br />1%2 " STIR I PLYWD BLKD w/10d @ 4" O.C. E.N. & 12" O.C. F.N. <br />5/8" A.B. @ 16" O.C. <br />5/16" Lag @ 6" O.C. <br />8" O.C. <br />14 <br />665 <br />1%2 " STIR I PLYWD BLKD w/10d @ 3" O.C. E.N. & 12" O.C. F.N. <br />5/8" A.B. @ 16" O.C. <br />5/16" Lag @ 5" O.C. <br />8" O.C. <br />1 <br />15 <br />870 <br />15/32 " STIR I PLYWD BLKD w/10d @ 2" O.C. E.N. & 12" O.C. F.N. <br />%" A.B. @ 8" O.C. <br />5/6" Lag @ 4" O.C. <br />6" O.C. <br />A. ALL EXTERIOR WALL TO BE SECURED WITH 5/8"Ox12" A.B.'S AT J. 5/8"0 A.B. MAY BE REPLACED BY 5/8"0 THREADED RODS BY 5" <br />72" O.C. WITH 7" OF EMBEDMENT, UNLESS OTHERWISE NOTED EMBED. WITH SIMPSON ET EPDXY, ICBO ER 4945, (OR <br />AND WITH MINIMUM 3"x3"x1/4" THICK PLATE WASHER UNDER EQUIVALENT) AT THE SAME SPACING, WITH SPECIAL <br />NUT AT EACH BOLT. INSPECTION. EACH BOLT SHALL HAVE MIN. 2.5"x2.5"x1/4" THICK <br />B. ALL INTERIOR WALLS WITH SHOT PINS; RAMSET # 3348, OR SQUARE WASHER. <br />EQUIVALENT, AT 36" O.C. AT BEARING WALLS AND 48" O.C. AT K. FRAMING MEMBERS OR BLOCKING SHALL BE PROVIDED AT ALL <br />NON -BEARING WALLS, UNLESS OTHERWISE NOTED. EDGES OF ALL PLYWOOD SHEETS IN SHEAR WALL. <br />C. CODE MINIMUM (2) ANCHOR BOLTS PER PANEL. L. ALL PLYWOOD PANEL SHALL BE MANUFACTURED USING <br />D. CODE MINIMUM 16d SOLE PLATE NAILS AT 16" O.C. TYPICAL AT EXTERIOR GLUE. <br />ALL SECOND FLOOR WALLS (U.N.O.). <br />E. WHERE DOUBLE 2x SOLE PLATES ARE USED, PROVIDE 1. USE 3x STUDS, AND 3x BOTTOM PLATE WITH STAGGERED <br />PROGRESSIVE NAILING. NAILING WHERE THE ALLOWABLE SHEAR VALUE EXCEEDS 350 <br />F. ALL NAILS ARE COMMON NAILS. PLF. <br />G. TABLE FOR USE WITH STUDS AT 16" O.C. MAXIMUM. 2. WHERE SHEAR MATERIAL IS INSTALLED ON BOTH SIDES, THE <br />H. ALL LAG BOLTS (LB) TO BE 8" LONG INSTALLED WITH PILOT SPACING FOR THE ABOVE TOP ANCHORAGE AND SILL <br />HOLE AND WRENCH. CONNECTION SHALL BE HALF SHOWN. UNLESS OTHERWISE <br />NOTED ON PLANS. <br />ROOF PLYWOOD DIAPHRAGM (SHEATHING): <br />USE 1/2" STRUCTURAL C-D OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (24/16) WITH 8d NAILS AT 6" O.C. SUPPORTED EDGES AND <br />BOUNDARIES; AT 12" O.C. IN THE FIELD (UNBLOCKED U.O.N.). FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. <br />FLOOR PLYWOOD DIAPHRAGM (SHEATHING): <br />USE 3/4 " STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. <br />SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. <br />DECK PLYWOOD DIAPHRAGM (SHEATHING): <br />USE 3/4" STRUCTURAL, C-D, OR C-C PLYWOOD, MIN. PANEL INDEX NUMBER (48/24) TONGUE & GROOVE, WITH 10d NAILS AT 6" O.C. <br />SUPPORTED EDGES AND BOUNDARIES; AT 10" O.C. IN THE FIELD (UNBLOCKED U.O.N.) FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. <br />NOTES: <br />1. USE DOUBLE FLOOR JOISTS BELOW ALL PARALLEL SHEARWALLS U.O.N. <br />2. AT FLOOR LEVELS, USE SOLID BLOCKING AT PERPENDICULAR SHEARWALLS AND DOUBLE FLOOR JOISTS AT EACH END OF THE <br />SHEARWALL <br />3. ALL BEAMS SUPPORTING SHEARWALLS MUST BE STRAPPED TO THE WALLS BELOW. <br />4. ALL HOLDOWNS ON UPPER LEVEL MUST BE CONNECTED TO A POST BELOW WITH A HOLDOWN TO THE LOWER LEVEL OR TO THE <br />FOUNDATION. <br />R PE <br />IT ISSY <br />NCE <br />erID: <br />z <br />V <br />z <br />Mr <br />W� <br />Lu <br />z� <br />W — <br />z c� c O <br />z z m CO o <br />w � `n <br />c.D Lu Q <br />z L <br />�z��� <br />z - - <br />O r H <br />U <br />o <br />N <br />O <br />W00 <br />LuaC) <br />a C6 <br />Z J <br />W N <br />T J J �W <br />o <br />-a m Qz� <br />C co U) <br />N � 0 N <br />0 <br />LLB <br />�o <br />Z:) LLJ N <br />a a' <br />Q Q <br />U) <br />p UU <br />Lu LLJ Q <br />C/) CEZ <br />O �¢ <br />UQ <br />cz <br />co <br />U) <br />U Cf) <br />N � <br />O � <br />d Q <br />NOT USED <br />7 <br />NOT USED <br />4 <br />SHEARWALL SCHEDULE <br />oQROFESSI�Nq� <br />c.O Z y <br />cj c � <br />w Fn <br />r o.0 3 <br />xp. 06 0/ 6 <br />lFC I I <br />F <br />OF C <br />- 2-25 <br />3x14 RIDGE <br />BOARD <br />ROOF SHEATHING <br />2x 1 4 R.R. <br />w <br />J Q <br />D <br />1T� <br />r) w <br />U z <br />- - <br />cn O <br />J <br />J <br />>Q <br />CQ <br />SHEAR WALL <br />w z <br />(2) 2x4 TOP --PER SCH'D <br />= O <br />PLATE <br />PLYWOOD <br />Date <br />10-24-23 <br />SHEATHING <br />Scale <br />AS NOTED <br />Drawn <br />YJ <br />Job <br />2023-31 <br />SCALE: _ . <br />Sheet <br />/ <br />S-4 <br />NOT USED <br />8 <br />NOT USED] <br />DETAIL !2 <br />2 <br />