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V V <br />21_�11 <br />DOW& 0 ' ID ow - <br />1<e— A B C ID E <br />(4) 3/8' DIA. X 2" LONGI <br />MTG BOLTS � O a <br />s (HISTRENGTHA325) <br />L" <br />r ALUM.13/4 X 4 X <br />1/8 <br />W Grade 6061-T6 <br />t Z <br />0 11 <br />or <br />DETAIL'A' �I pw <br />��cof� MaM <br />I <br />FINISHED GRADE I'I <br />_ L) F G H I <br />IIIIIIIIIIIIIIiil <br />T II .I <br />(4) 1/2' DIAX 24' LONG ANCHOR BOLTS, <br />Z I' II.N W/N THREAD (2) (WASHERSP <br />Q TOP AND <br />3" THREAD @ BOTTOM, <br />O I (<) NUTS & (2) WASHERS PER BOLT <br />ELECTRICAL / p4l <br />PER CODE <br />a� (3) #3 TIES IN THE TOP 6. <br />8O/C THEREAFTER Zzl�DO �ML@2 SThm <br />l� <br />(4)#4 VERTICAL REBARS <br />EQUALLY S DAROUND ME r@I? F@u <br />fi" DIA CIRCLE LLII LLII Ll Ll u�5 LI W <br />J K L M <br />FRONT ELEVATION <br />SCALE 1:16 <br />INSTALLATION <br />oo Oo 4949 SO. itOTH ST. <br />DRAWING <br />O o.. P.O. BOX 20020 <br />po0ppp0oq GREENFIELD, WI 53220 <br />THESE DRAWINGS ARE THE EXCLUSIVE <br />PROPERTY OF EVERBRITE, LLC. USE OF, <br />OR DUPLICATION IN ANY MANNER WITH- <br />F 414-529-3500 <br />01 EXPRESS WRRTEN PERMISSION OF <br />ANCHOR BOLT PATTERN <br />SCALE 1.4 <br />m��� <br />Emma <br />RE� FOR INSTALLATION <br />OVERTURNING <br />DIRECTION <br />1 <br />DOUBLE NUTS (GALV.) <br />TIGHTEN THIS NUT HAND -TIGHT <br />TIGHTEN THIS NUT 1/6 TURN BEYOND HAND -TIGHT <br />(MIN 60°, MAX 80') <br />60 <br />FLAT WASHERS <br />\ LEVELING NUT <br />THE DISTANCE FROM THE TOP OF <br />THE FOUNDATION TO THE BOTTOM <br />OF THE BASE PLATE TO BE 1.2" <br />)ATE <br />a� <br />ANCHOR BOLT DETAIL -'A' <br />SCALE 1:10 <br />IMPACT-MCM SITE <br />O- <br />U <br />0 <br />GENERAL NOTES <br />INSTALLER TO PROVIDE COMPLETION PHOTOS OF FOUNDATION WITH ANCHOR BOLTS, REBAR & <br />CONDUIT (BEFORE & AFTER POUR), BASE PLATE($) WANCHOR BOLT CONNECTIONS, GROUT <br />INSTALLATION, MATCH PLATE/SIGN CONNECTIONS, ANY WELDED CONNECTIONS, ELECTRICAL WIRING <br />AND OVERALL ELEVATION. <br />THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 <br />OF THE NATIONAL ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES <br />PROPER GROUNDING AND BONDING OFTHE SIGN. <br />INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED, CONNECTED AND GROUNDED. <br />LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE <br />PLATES. <br />THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING. <br />CONCRETE SPECIFICATION <br />0.09 CU. YOS. TOTAL. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 PSI @ 28 <br />DAYS. REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60.000 PSI. RECOMMENDED MIN. <br />CURE TIME OF DAYS BEFORE PROCEEDING WITH INSTALLATION, <br />LIFTING HOLE NOTE <br />ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER. LIFTING HOLES ARE TO BE <br />SEALED BY A CAP PLATE, WELDED OVER TO COVER AND THEN PAINTED. <br />WELDING NOTE <br />ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE <br />APPLICABLE POSITIONS NEEDED. <br />DESIGN NOTE <br />SIGN, POLE, AND CONCRETE FOUNDATION ARE DESIGNED TO WITHSTAND A WIND LOAD OF 35 PSF. <br />CONCRETE BASE DESIGNED USING A LATERAL SOIL BEARING CAPACITY OF 150 PSF / FT. OF DEPTH. IF <br />THESE SOIL CONDITIONS DO NOT EXIST AT THE FOUNDATION LOCATION, IT IS THE ERECTOR'S <br />RESPONSIBILITY TO NOTIFY EVERBRITE, LLC PRIOR TO PERFORMING ADDITIONAL EXCAVATION OR <br />ANY CONCRETE PLACEMENT. <br />INSTALLATION INSTRUCTIONS <br />1. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH G. C. <br />2. EXCAVATE FOUNDATION AREA. <br />3. SET ANCHOR BOLTS, REBAR AND CONDUIT STUB. (PRIMARY ELECTRICAL SERVICE TO BASE BY <br />G.C.) <br />4. POUR CONCRETE. ALLOW CONCRETE CURE TIMEAS REQUIRED. RECOMMENDED MIN. CURE TIME <br />OF DAYS BEFORE PROCEEDING WITH INSTALLATION. <br />5. ANCHOR POLE(S) AS SHOWN IN AB DETAIL. CHECK FOR PLUMB. <br />6. MOUNT SIGNAGE TO POLE(S).(INSTALLER TO PROVIDE WIRE BETWEEN SIGN AND BASE OF POLE.) <br />7. MAKE FINAL ELECTRICAL HOOK-UP. (ALL ELECTRICAL TO MEET LOCAL CODES.) <br />S. TEST SIGNAGE FOR PROPER FUNCTION AND LIGHTING. <br />9. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS. <br />10. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL. DO NOT DISCARD ANY MATERIAL OR <br />DEBRIS INTO ON SITE DUMPSTERS. <br />EVERBRITE TO FURNISH <br />1. 7-7 1/T X T-7 5/i6' SIGN WITH POLE <br />2. ANCHOR BOLTS AND NUTS 4• <br />3. ALL MOUNTING HARDWARE I� <br />4. TOUCH-UP PAINT 2• y <br />INSTALLER TO FURNISH <br />1. ALL ELECTRICAL COMPONENTS REQUIRED <br />2. FOUNDATION <br />GENERAL CONTRACTOR TO FURNISH <br />1. PRIMARY WIRES FROM BUILDING TO SIGN <br />ELECTRICAL SPECIFICATION: <br />LEOS : (14) 7 PER SIDE, APPROX 5 112• C-C <br />POWER SUPPLY: 1.3 AMP @120VAC ELECTRICAL HOLE <br />(1) 20 AMP CIRCUIT,60Hz SIGN MTG. PATTERN <br />ARE OF SIGN:-4 SO.FT SCALE IA <br />09/30/19 STANDARD DRAWING <br />CJB <br />09/30/19 SCALE AS SHOWN REF <br />TACO 2-7 1/2" X 1'-7 5/16" SIGN @ 5-0" OAH <br />4152�L_I N4152T�KIAA <br />