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POLE SPECIFICATION: GENERAL NOTES <br /> APPROX.POLE WEIGHT:54 LBS THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRIC CODE AND/OR <br /> TOTAL POLE LENGTH:6" OTHER APPLICABLE LOCAL CODES.THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN AND INSTALLING DISCONNECT SWITCHES IF <br /> NOT FACTORY INSTALLED ON THE SIGN. <br /> SIGN ASSEMBLY IS INTENDED FOR OUTDOOR WET LOCATION. <br /> (2)LIFTING EYE BOLT 5'-0 1/2" <br /> INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED,CONNECTED AND GROUNDED. <br /> 0 o LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES. <br /> THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING. <br /> LIFTING HOLE NOTE <br /> ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER.LIFTING HOLES ARE TO BE SEALED BY A CAP PLATE,WELDED OVER TO <br /> COVER AND THEN PAINTED. <br /> WELDING NOTE <br /> ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE APPLICABLE POSITIONS NEEDED. <br /> PROOF OF WELDER CERTIFICATION REQUIRED(COPY OF WELDER CERTIFICATION,PHOTO OF AWS CERTIFICATION CARD OF PERSON DOING THE <br /> WELDING). <br /> DESIGN NOTE <br /> in SIGN AND POLE ARE DESIGNED TO WITHSTAND A DESIGN WIND SPEED OF 110 MPH,EXPOSURE C.PER 2018 IBC. <br /> a <br /> PHOTO REQUIREMENTS <br /> am <br /> INSTALLER TO PROVIDE COMPLETION PHOTOS OF THE FOLLOWING <br /> O o 1. MATCH PLATE/SIGN CONNECTIONS <br /> i° co <br /> 2. BEFORE AND AFTER PHOTOS OF ALL PLUG WELDS,CAP PLATE WELDS,AND ANY OTHER WELDED CONNECTIONS DONE IN THE FIELD <br /> 4 3. ELECTRICAL WIRING <br /> NKT HA/v 4. ALL SIGN ILLUMINATING(PREFRABLY SHOWING LED'S OR LAMPS ILLUMINATING) <br /> 5. ANY WALL PENETRATION CAULKED AND SEALED <br /> J, 6. OVERALL ELEVATION <br /> IO INSTALLATION INSTRUCTIONS <br /> 1. REMOVE EXISTING POLE <br /> 2. MOUNT NEW POLE TO EXISTING ANCHOR BOLT <br /> 3. MOUNT SIGNAGE TO NEW POLE.(INSTALLER TO PROVIDE WIRE BETWEEN SIGN AND BASE OF POLE.) <br /> GCT 4980 4. MAKE FINAL ELECTRICAL HOOK-UP.(ALL ELECTRICAL TO MEET LOCAL CODES.) <br /> ao L �N r� 5. TEST SIGNAGE FOR PROPER FUNCTION AND LIGHTING. <br /> (4) 3/4"DIA X T'LONG S/ONAL�N 6. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS. <br /> T' <br /> n MG BOLTS <br /> (A325 STEEL HI-STRENGTH) 7. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL.DO NOT DISCARD ANY MATERIAL OR DEBRIS INTO ON SITE DUMPSTERS. <br /> I I <br /> ______ 04/27/2023 <br /> EVERBRITE TO FURNISH <br /> HSS 4 X 4 X 1/4 'CLADDING'TO COVER 6"GAP 1. 6'-0 7/16"X 5'-0 1/2"MENU BOARD W/CLADDING <br /> ° PP467263A INSTALLER IS RESPONSIBLE FOR Wright Engineers2, MOUNTING POLE <br /> THE MOUNTING&INSTALLATION 1645 Village Center Circle,Suite 10 <br /> WHILE IN FIELD Las Vegas,NV 89134 3. ALL MOUNTING HARDWARE <br /> FINISH GRADE 949.477.4001 wrightengineers.com <br /> D a II — — — —77— CA@wrightengineers.com <br /> a INSTALLER TO FURNISH <br /> _ <br /> III I I 4 III 1. ALL ELECTRICAL COMPONENTS REQUIRED <br /> II—H III III THE MENUBOARD BASE PLATE,COLUMN, BASE <br /> _W HEM III III= PLATE,ANCHOR BOLTS,AND FOUNDATION ARE <br /> —III a I I a a ADEQUATE TO WITHSTAND A DESIGN WIND GENERAL CONTRACTOR TO FURNISH <br /> II <br /> DETAIL'A' SPEED OF 110 MPH 1. PRIMARY WIRES FROM BUILDING TO SIGN <br /> Q I b <br /> SHT-2 <br /> EXISTING <br /> (3)1"DIAMETER PROFESSIONAL ENGINEER STAMP IS LIMITED TO THE ELECTRICAL SPECIFICATION: <br /> a a I I � <br /> a °— a CONDUITS — — MENUBOARD BASE PLATE, COLUMN, MATCH PLATE, POWER SUPPLIES: HARDWIRED AC POWER <br /> (4)EXISTING L — — — — — — — BASE PLATE,ANCHOR BOLTS,AND FOUNDATION ONLY <br /> 5/8"DIA.ANCHOR BOLTS, I I 120/240V 50/60Hz <br /> (N)MENU BOARD WAS ANALYZED FOR CODE PRESCRIBED WIND 1150W(@ MAX LOAD) <br /> (DESIGN WIND SPEED=110 MPH,EXPOSURE CATEGORY=C)AND UL RATED @ 10Amp <br /> GRAVITY LOADS FOR EVERETT,WA.GRAVITY LOADS IMPOSED ON BACKLIGHT:LED LIGHT SOURCE <br /> EXISTING FOUNDATION &A/B THE(E)ANCHOR BOLTS AND FOUNDATION FROM THE(N)MENU 380 CD/M2 TO 3,500 CD/M2 <br /> FRONT ELEVATION BOARD ARE WITHIN 5%OF THE GRAVITY LOADS IMPOSED ON THE <br /> SCALE 1:16 (E)ANCHOR BOLTS AND FOUNDATION FROM THE(E)MENUBOARD. <br /> THE LATERAL LOADS IMPOSED ON THE(E)ANCHOR BOLTS AND WEIGTH:915 LBS <br /> FOUNDATION FROM THE(N)MENUBOARD ARE WITHIN 10%OF THE <br /> LATERAL LOADS IMPOSED ON THE(E)ANCHOR BOLTS AND EXISTING FOUNDATION NOTE <br /> FOUNDATION FROM THE(E)MENUBOARD.THEREFORE THE <br /> PROJECT ADDRESS: THE EXISTING FOUNDATION SIZE AND THE EMBEDMENT DEPTH OF THE EXISTING ANCHOR BOLTS(IF APPLICABLE)ARE UNKNOWN,AND ARE THE <br /> EXISTING ANCHOR BOLTS AND FOUNDATION ARE OK PER IEBC <br /> 7431 EVERGREEN WAY RESPONSIBILITY OF THE SIGN OWNER. THE AREA OF THE NEW SIGN IS SAME AS EXISTING SIGN.THE EXISTING FOUNDATION WAS NOT ANALYZED <br /> 5024 AND 5025NO ADDITIONAL ANALYSIS FOR THE EXISTING. . . <br /> EVERETT,WA 98203 ANCHOR BOLTS AND FOUNDATION WAS PERFORMED. AND IS ASSUMED ADEQUATE BASED ON ALL OF THE INFORMATION AVAILABLE. �/ <br /> DRAWN BY SITE TITLE TACO 6'-0 7/16" X 5�-0 1/2° V12 DOUBLE <br /> INSTALLATION TECHNO-MC <br /> °o0 0 o° E DRAWING TB21145-5 <br /> °o�O�0°° DATE 04/13/22 13410 ROSECRANS AVE MENU BOARD SWL @ 6'-6 7/16° OAH <br /> °Oo O 0000 4949 SO.110TH ST. THESE DRAWINGS ARE THE EXCLUSIVE <br /> °oo0 Ooo° P.O.BOX 20020 CHECKED BY CJB NORWALK, CA 90650 PROJECT NO. DRAWING NO. REV <br /> *0009009000* PROPERTY OF EVERBRITE,LLC.USE OF, <br /> ° .-06 p600-000 GREENFIELD,WI 53220 OR DUPLICATION IN ANY MANNER WITH- <br /> 0 <br /> °° 414-529-3500 OUT EXPRESS WRITTEN PERMISSION OF A 04/13/22TECHNUIC CJB RELEASED FOR INSTALLATION DATE 04/13/22 SCALE SHEET 467263 IN467263A A <br /> EVERBRITE,LLC.IS PROHIBITED. REV DATE BY CHK DESCRIPTION AS SHOWN 1 OF 2 <br />