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CITY OF SANTA ANA <br />Planning and Building Agency1 <br />BASE PLATE DETAILS (SHEET 10) <br />X-OVER <br />3/$.,X8"X$„ <br />BASE PLATE with <br />4" X 4" X 3/16" COLUMN <br />ALL BASEPLATES AS SHOWN TO HAVE (4) 3/8"0 X 3" LG. DeWALT <br />POWER STUD + SD1 CONCRETE ANCHOR, WASHER, AND 3/8" HEX NUT <br />AND DESIGNED PER ICC-ESR 2818 <br />SEE PLAN VIEW OF <br />BASE PLATE DETAIL <br />FOR ANCHOR SIZE <br />COLUMN <br />TUBE <br />CONCRETE <br />ANCHOR <br />LEVEL 0 <br />MIN. <br />EDGE <br />(E) <br />TYPICAL <br />it rLA I t <br />BASE PLATE DETAIL <br />MINIMUMS PER EXPANSION ANCHOR SIZE @ CONCRETE FLOOR <br />BOLT <br />ANCHOR <br />BOLT SPACING <br />EMBEDMENT <br />CONCRETE <br />EDGE" <br />SIZE <br />LG. <br />(S) <br />(D) <br />THICKNESS <br />(E) <br />LOCATION <br />3/81, <br />3 <br />33/4" <br />23/8" <br />4 <br />21/4" <br />GROUND LVL <br />*EDGE IS DEFINED AS THE DISTANCE FROM THE CENTER OF THE ANCHOR TO AN <br />EXPANSION JOINT, CONTROL JOINT, OR SLAB EDGE. <br />NOTE: VALUES SHOWN IN TABLES ARE MINIMUMS PER ESR REPORTS AND <br />MANUFACTURER'S DATA. ENGINEER RESPONSIBLE FOR CONCRETE ANALYSIS AND <br />DESIGN MAY REQUIRE LARGER DIMENSIONS. <br />&1 <br />pp <br />A rove <br />FOR F'�:ilk isMand <br />JnT--aRta155,rVr'iA C <br />drawingta shown thereon is CONFIDENTIAL <br />and can not be used without priorwritten consent <br />of Steele Solutions, Inc. <br />Master ID: <br />Date: <br />SCALE: 1" = 1' <br />1 <br />QIIXIxIm <br />rl <br />❑ <br />U <br />W z <br />� O <br />W �� <br />w� <br />X U <br />W <br />Z O 0 <br />O <br />1 [__ <br />Q Q 10 <br />v) cn L.i O <br />w _z L <br />Of Q� Q� U <br />O OL_ <br />O L ❑ LL_ <br />w <br />❑LU W N_ Q ❑ LL <br />U7 J d U) <br />W z x W <br />11� LL d C� <br />N <br />N <br />N <br />N <br />O <br />O <br />O <br />O <br />uJ <br />N <br />N <br />cV <br />N <br />CEO <br />Q0 <br />O <br />— <br />Q <br />O <br />\ <br />M <br />N <br />❑ <br />00 <br />(D <br />Ln <br />O <br />O <br />O <br />O <br />I I N I IUj <br />(Y <br />PLAN NORTH MAY <br />NOT ALIGN WITH <br />TRUE NORTH <br />ENGINEER STAMP I <br />EXPIRES <br />12-31-2025 <br />DATE DRAWN: 2025/04/10 <br />SALESPERSON: JWP <br />1;:/►:0 111I: <br />PROD. ENGINEER: TRD <br />PROJ. MANAGER: PD <br />SSI Phase: <br />(FOR INTERNAL USE) <br />DRAWING DESCRIPTION: <br />ALL PLATFORMS <br />TYPICAL DETAILS <br />STEELE <br />SOLUTIONS <br />1117 E RAWSON AVE PHONE 888-542-5099 <br />SOUTH MILWAUKEE, WI 53172 www.steelesolutions.com <br />PROJECT NO: 10010 <br />PROJ. NAME: COLLECTORS.COM <br />CUSTOMER: S & H SYSTEMS <br />LOCATION: SANTA ANA, CA <br />DWG. NO: 10010 - D ET 1 <br />