7431 EVERGREEN WAY TACO BELL 2023-08-01

66hve on p 12) H rnR .YVLL YYCIUR 1.J'4 LJJ I IIID JIUIV IJ IIV 1 CIVUCV 1 V OC IIVJ IHLLCU IIV HVUVRVHIVVC YYI I Il Ina RCV UIRCIVI CIV I J Vf HRI II.LC OUV Vf 1 flC IVHI IVIVHL CLCD I Rll.V VUC MIV UIVR TOTAL POLE LENGTH:6" OTHER APPLICABLE LOCAL CODES.THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN AND INSTALLING DISCONNECT SWITCHES IF NOT FACTORY INSTALLED ON THE SIGN. SIGN ASSEMBLY IS INTENDED FOR OUTDOOR WET LOCATION. (2)LIFTING EYE BOLT INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED,CONNECTED AND GROUNDED. 0 o LANDSCAPING MATERIALS SHOULD BE KEPT MINIMUM TWO INCHES AWAY FROM SIGN POLES OR BASE PLATES, I THIS DRAWING IS FOR INSTALLATION PURPOSES ONLY AND NOT TO BE USED FOR MANUFACTURING. LIFTING HOLE NOTE ANY LIFTING HOLES CREATED ARE THE RESPONSIBILITY OF THE INSTALLER.LIFTING HOLES ARE TO BE SEALED BY A CAP PLATE,WELDED OVER TO COVER AND THEN PAINTED. WELDING NOTE ANY REQUIRED WELDING IS TO BE COMPLETED BY AN AWS CERTIFIED WELDER QUALIFIED IN THE APPLICABLE POSITIONS NEEDED. PROOF OF WELDER CERTIFICATION REQUIRED(COPY OF WELDER CERTIFICATION,PHOTO OF AWS CERTIFICATION CARD OF PERSON DOING THE WELDING). io DESIGN NOTE u) I SIGN AND POLE ARE DESIGNED TO WITHSTAND AN ALLOWABLE WIND LOAD OF 20 PSF. v PHOTO REQUIREMENTS OINSTALLER TO PROVIDE COMPLETION PHOTOS OF THE FOLLOWING 4 1. MATCH PLATE/SIGN CONNECTIONS w 2. BEFORE AND AFTER PHOTOS OF ALL PLUG WELDS,CAP PLATE WELDS,AND ANY OTHER WELDED CONNECTIONS DONE IN THE FIELD 4 3. ELECTRICAL WIRING io 4. ALL SIGN ILLUMINATING(PREFRABLY SHOWING LED'S OR LAMPS ILLUMINATING) 5. ANY WALL PENETRATION CAULKED AND SEALED 6. OVERALL ELEVATION INSTALLATION INSTRUCTIONS 1. REMOVE EXISTING POLE 2. MOUNT NEW POLE TO EXISTING ANCHOR BOLT 3. MOUNT SIGNAGE TO NEW POLE.(INSTALLER TO PROVIDE WIRE BETWEEN SIGN AND BASE OF POLE.) r I 4. MAKE FINAL ELECTRICAL HOOK-UP.(ALL ELECTRICAL TO MEET LOCAL CODES.) t2 5. TEST SIGNAGE FOR PROPER FUNCTION AND LIGHTING. (4) 3/4"DIA X 3"LONG 6. REMOVE ANY LIFTING BRACKETS AND REINSTALL BOLTS. (A332525 STEEL HI-STRENGTH) n BOLTS 7. CLEAN UP AREA AND REMOVE ANY PACKING MATERIAL.DO NOT DISCARD ANY MATERIAL OR DEBRIS INTO ON SITE DUMPSTERS. ------ I- I11 ----- EVERBRITE TO FURNISH 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 ` City of Everett Permit Review PP467263A INSTALLER IS RESPONSIBLE FOR 2. MOUNTING POLE THE MOUNTING&INSTALLATION FINISH GRADE WHILE IN FIELD 3. ALL MOUNTING HARDWARE EVERETT Status: Approved Q ° wnseirvcrory ° a INSTALLER TO FURNISH 1. ALL ELECTRICAL COMPONENTS REQUIRED 05/11/2023 11 :42:29 AM �IIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIII�I GENERAL CONTRACTOR TO FURNISH ° 1. PRIMARY WIRES FROM BUILDING TO SIGN Permit #: S2305-001 DETAIL-'A' BHT-24 o �I zj EXI;DIAMETER ELECTRICALBPECIFICATION: Site Address: 7431 EVERGREEN WAY (4)EXISTING ° CONDUITSPOWER SUPPLIES: HARDWIREDAC POWER Owner: KFP-S LLC 5/8"DIA.ANCHOR BOLTS, ° 1201240V50/60Hz Application Date: 05/01/2023 N-1 1150VV ULRAT RATED MAX p Description: REPLACE MENU BOARD UL RATED @ 10Amp p EXISTING FOUNDATION &A/B BACKLIGHT:LED LIGHT SOURCE FRONT ELEVATION 380 CD/M2 TO 3,500 CD/M2 Review Status: APPROVED SCALE 1:16 WEIGTH:915 LBS Review Date: 05/11/2023 EXISTING FOUNDATION NOTE THE EXISTING FOUNDATION SIZE AND THE EMBEDMENT DEPTH OF THE EXISTING ANCHOR BOLTS(IF APPLICABLE)ARE UNKNOWN,AND ARE THE RESPONSIBILITY OF THE SIGN OWNER. THE AREA OF THE NEW SIGN IS SAME AS EXISTING SIGN.THE EXISTING FOUNDATION WAS NOT ANALYZED AND IS ASSUMED ADEQUATE BASED ON ALL OF THE INFORMATION AVAILABLE. I InTAI I Arlr\wl I I f I InRAWN RV ---. ._ .— _ ___ J RITF I TITIF I 1 Page of i _ Customer/Site No. Prepared By: Michelle Michalski TACO These drawings and designs are the exclusive property of Everbrite,LLC. Address Date: 05/16/2022 PIF: 469242-0 � BELLUse of duplication in any manner,wilhout express written permission Description:TACO BELL Customer Signature: