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STRONG-WALL®HIGH STRENGTH WOOD SHEARWALL SHEAR ANCHORAGE <br />MODEL <br />SEISMIC <br />Lt OR <br />Lh(in.) <br />SHEAR <br />REINFORCEMENT <br />MIN. CURB/ <br />STEMWALL <br />WIDTH (in.) <br />ANCHOR <br />BOLT <br />FIELD TIE AND SECURE DURING CONCRETE <br />PLACEMENT. OVERLAP VARIES WITH BOLT <br />SPACING. <br />#3 HAIRPIN, GRADE 60 REBAR (MIN.) <br />ANCHOR BOLT <br />#3 HAIRPIN (#3 TIE SIMILAR). <br />SEE TABLE FOR REQUIRED QUANTITY. <br />3" <br />Lh MIN. <br />1 1/2" CLR. <br />HAIRPIN INSTALLATION <br />HAIRPIN SHEAR REINFORCEMENT <br />(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) <br />WSWH18 15 (2) #3 HAIRPINS 6 <br />(2) 1" WSWH-AB <br />WSWH-RTBL <br />BRICK LEDGE <br />INSTALLATION <br />TOP OF CONCRETE <br />(2) 1" WSWH-AB <br />WSWH-RTPF <br />PANEL FORM <br />INSTALLATION <br />(2) 1" WSWH-AB <br />WSWH-RT WITH <br />ANCHOR BOLT <br />STABILIZERS <br />2x2 <br />1 1/2" <br />(2) 1" WSWH-AB (2) 1" WSWH-AB <br />WSWH-RT EXTERIOR <br />INSTALLATION <br />WSWH-RT INTERIOR <br />INSTALLATION <br /> 6 1/2" 6 1/2" <br /> <br />6 1/2" <br />le <br />LENGTH <br />WSWH18 WSWH-AB1x24 1" 24"15 1/2" <br />WSWH <br />PANEL <br />MODEL <br />MODEL NO. DIAMETER LENGTH L e <br />DIAMETER <br />LENGTH <br />HS ON HIGH STRENGTH MODELS <br />HEAVY HEX NUT FIXED <br />IN PLACE ON ALL <br />WSWH-AB ANCHOR <br />BOLTS <br />HEAVY HEX NUT <br />PLATE WASHER <br />HEAVY HEX NUT <br />36 <br />XX <br />1 <br />HOLES <br />● MAX. THREE <br />HOLES IN FACE <br />AND THREE IN <br />EDGE. <br />● 3/4"-DIA.Ø <br />HOLES, MAX. <br />● 6" O.C., MIN. <br />ALLOWABLE SMALL HOLES <br />FACE AND EDGE DRILL ZONES <br />ALLOWABLE LARGE HOLES <br />IN ADDITION TO ALLOWABLE <br />SMALL HOLES <br />HOLES FOR <br />WSWH24X7 PANEL <br />ONLY <br />● MAX. OF ONE 4 5/8"x6" HOLE. <br />● 8" FROM TOP OF PANEL, MIN. <br />HOLES <br />● 4 5/8"-DIA. HOLES, MAX. <br />● MAX. OF TWO 4 5/8"-DIA.Ø <br />HOLES OR ONE 41/4"x12" HOLE. <br />● NO MINIMUM ON-CENTER <br />SPACING REQUIRED. <br />NO EDGE HOLES <br />ALLOWED IN LOWER <br />26" OF PANEL <br />NO FACE HOLES <br />ALLOWED IN LOWER <br />46" OF PANEL <br />FACE DRILL ZONE <br />MAINTAIN 1 1/2" <br />MIN. EDGE <br />DISTANCE FROM <br />CHASE AND <br />OUTSIDE EDGE, <br />TYP. <br />NO HOLES <br />ALLOWED IN TOP <br />8" OF PANELEDGE DRILL ZONE <br />MIDDLE 1/3 OF <br />PANEL THICKNESS FACE DRILL ZONE <br />CENTER 4 5/8" OF PANEL <br />FACE AS SHOWN <br />NO HOLES ALLOWED <br />IN TOP 8" OF PANEL <br />24 " <br />22" <br />12" ABOVE <br />EXISTING HOLE, MIN. <br />INSTALL SDS 1/4"x6" SCREWS AT <br />AN ANGLE THAT PREVENTS <br />THEM FROM EXITING SIDE OF <br />FRAMING; APPROX. <br />30 DEGREES (TYP.) <br />WSWH-TP24 46 8 <br />WSWH-TP CONNECTION <br />MODEL NO. <br />FASTENER QUANTITY <br />SWS16150 SDS25600 <br />FURRING NOT <br />REQUIRED <br />EXCEPT AS <br />REQUIRED FOR <br />FINISH <br />MATERIAL <br />ATTACHMENT <br />TOP PLATES <br />7/8" MAX. WOOD <br />SHIM. FOR SHIMS <br />GREATER THAN 7/8", <br />SEE <br />ATTACH WSWH-TP PLATE <br />(PROVIDED) ON ONE SIDE ONLY WITH <br />A COMBINATION OF SDS 1/4"x6"AND <br />SWS16150 CONNECTOR SCREWS <br />ALIGN WSWH-TP <br />NOTCHES WITH <br />BOTTOM OF TOP <br />PLATES <br />OPTIONAL 1"Ø BY 1/4" DEEP <br />COUNTERBORE <br />STRONG-WALL® <br />HIGH STRENGTH <br />WOOD SHEARWALL <br />1" DIAMETER BY <br />1/4" DEEP <br />COUNTERBORE <br />INSTALL <br />WSWH-TP ON <br />EXTERIOR FACE <br />SWS16150 <br />SDS25600 <br />SECTION <br />4x FRAMING <br />SECTION <br />6x FRAMING <br />12/S0.31 <br />WSWH-TP18 26 4 <br />STRONG-WALL® <br />HIGH STRENGTH WOOD SHEARWALL <br />TOP PLATES <br />RIM JOIST, BM., <br />OR BLKG. <br />IF APPLICABLE <br />HEAVY HEX NUT AND <br />HEAVY BEARING PL <br />WSWH HOLDOWN <br />SEE FOR ALLOWABLE <br />EDGE AND FACE DRILL ZONES <br />7/8" MAX. WOOD <br />SHIM. FOR SHIMS <br />GREATER THAN 7/8", <br />SEE <br />WSWH-TP SHEAR <br />TRANSFER PL <br />S0.31 <br />10 <br />S0.31 <br />4 <br />3/S0.31 <br />12/S0.31 <br />SEE , , AND <br /> FOR ANCHORAGE DETAILS <br />HEAVY HEX NUT AND HEAVY <br />BEARING PLATE <br />STRONG-WALL® <br />HIGH STRENGTH <br />WOOD SHEARWALL <br />PLACE STRONG-WALL® HIGH STRENGTH WOOD <br />SHEARWALL OVER THE ANCHOR BOLTS AND <br />SECURE WITH HEAVY BEARING PLATES AND HEAVY <br />HEX NUTS (PROVIDED). DO NOT USE AN IMPACT <br />WRENCH. USE 1 5/8" WRENCH FOR 1" NUT. <br />TIGHTEN ANCHOR NUTS FINGER TIGHT + 1/2" TURN. <br />1/S0.31 5/S0.31 <br />6/S0.31 <br />FULL-HEIGHT <br />ADJACENT <br />STRONG-WALL® <br />HIGH STRENGTH <br />WOOD SHEARWALL <br />LTP4 CLIP, <br />MIN. (2) E/S <br />INSTALL SDS 1/4"x6" <br />SCREWS (MIN.) FROM THE <br />TOP SIDE OF THE PLATES <br />PER QTY. AND SPACING <br />REQUIREMENTS DETAILED <br />IN <br />SEE <br />FOR TOP CONN. <br />4x SHIM <br />BLOCK <br />FULL-HEIGHT ADJACENT <br />FRAMING <br />CRIPPLE SHEARWALL, <br />BLKG. AND STRAP <br />4x SHIM BLOCK <br />STRONG-WALL® <br />HIGH STRENGTH <br />WOOD SHEARWALL <br />SEE <br />FOR TOP CONN. <br />1" TO 4" SHIM BLOCK4 1/8" TO 12" SHIM BLOCK <br />CRIPPLE WALL <br />FOR 8" TO 12" BLOCK DEPTHS: <br />ATTACH SIMPSON STRONG-TIE ® CS16 STRAPS AT <br />EDGE OF WSWH PANEL (EACH SIDE) USING 10dx11/2" NAILS <br />SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO 10": <br />• 8 NAILS INTO BLOCK <br />• 8 NAILS INTO WSWH PANEL <br />SHIM BLOCK HEIGHTS GREATER THAN 10" AND UP TO 12": <br />• 10 NAILS INTO BLOCK <br />• 10 NAILS INTO WSWH PANEL <br />4/S0.31 <br />4/S0.31 <br />TOP OF CONCRETE <br />HEAVY HEX NUT FIXED <br />IN PLACE ON ALL <br />WSWH ANCHOR BOLTS <br />1" HIGH STRENGTH ROD <br />HX ON <br />EXTENSION KIT TOP OF <br />CONCRETE <br />WSWH-HSR <br />CUT TO <br />LENGTH AS <br />NECESSARY <br />HIGH STRENGTH <br />COUPLER NUT <br />WSWH-AB <br />HIGH STRENGTH <br />COUPLER NUT <br />LENGTH <br />6 1/2" <br />6 1/2" <br />ASSEMBLY le = <br />WSWH-AB le + <br />WSWH-HSR le +6 1/2" <br />le <br />WSWH18 <br />WSWH-HSR1x24KT 1" 24"17 1/2" <br />WSWH-HSR1x36KT 1" 36"29 1/2" <br />WSWH <br />PANEL <br />MODEL <br />MODEL NO. DIAMETER LENGTH le <br />24 <br />HX <br />1 <br />WSWH-HSR <br />AND WSWH-AB <br />ASSEMBLY <br />WSWH-HSR_KT <br />Scale <br />Project number <br />Date <br />Drawn by <br />Jen Dunbar, AIA <br />phone: 310.435.3928 <br />12314 La Maida Street <br />Valley Village, CA 91607 <br />jen@dunbararchitecture.com <br />DUNBAR <br />ARCHITECTURE <br />1" = 1'-0" <br />2/ <br />2 <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />: <br />5 <br />6 <br />: <br />0 <br />6 <br /> <br />P <br />M <br />S0.31 <br />TYPICAL WSWH <br />DETAILS <br />23005.10 <br />CYPRESS STREET <br />FIRE STATION <br />REHABILITATION <br />CITY OF SANTA ANA <br />01/12/2024 <br />IK <br />625 S. CYPRESS <br />S0.31 1" = 1'-0" <br />1 STRONG-WALL® WSWH SHEAR ANCHORAGE <br />SCHEDULE AND DETAILSS0.31 1" = 1'-0" <br />5 WSWH ANCHOR BOLT TEMPLATES <br />S0.31 1" = 1'-0" <br />6 WSWH ANCHOR BOLTS <br />S0.31 1" = 1'-0" <br />3 TRIM ZONE AND ALLOWABLE HOLES <br />S0.31 1" = 1'-0" <br />4 TOP CONNECTION <br />S0.31 1" = 1'-0" <br />9 SINGLE STORY WSWH ON CONCRETE <br />S0.31 1" = 1'-0" <br />10 STANDARD INSTALLATION BASE CONNECTION <br />S0.31 1" = 1'-0" <br />12 TOP OF WALL HEIGHT ADJUSTMENTS <br />S0.31 1" = 1'-0" <br />7 WSWH ANCHOR BOLT EXTENSION <br />No. Description Date <br />1 100% DD ISSUANCE 01/12/2024 <br />2 75% CD ISSUANCE 03/15/2024 <br />3 90% CD ISSUANCE 05/03/2024 <br />4 PERMIT SET 05/17/2024 <br />5 BACKCHECK SET 01/17/2025 <br />EXP. 03/31/26 <br />No. C78947 <br />STATEOF CA LIFORNIA <br />REGISTERED PROF E SSIONALENGINEE <br />R <br />NINAAZAD HMAHJOUB <br />E <br />CI V IL <br />DATE SIGNED <br />02/27/2025 <br />6 2 BACKCHECK SETND 02/27/2025