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8.4375 <br />8'-21/8. <br />8'-111/4' <br />17 1/C 1' 115ILLUMINATED EXTENDER 26 3/EMT'G DETAIL TOP VIEW MAX <br />4'-35, <br />0 ILLUMIN <br />1'-11 7/16' Toppi <br />11 I <br />SINGLE <br />ILLUMINATED EXTENDER TAC <br />8'-7 7/16' <br />5'-40 - <br />/19 <br />. 1'-9 1/4' 15 <br />==3 5/16' DIA.TRIPLE HIGH EXTENDER <br />LOGO DISPLAY MT'G DETAIL TOP VIEW <br />/8. <br />- -UFING ANG\iS <br />'ATED <br />-R <br />- ILLUMINATED TOPPER <br />TRIPLE MT'G DETAIL SIDE VIEWO HIGH <br />ExTENDER · 6'-5 7/16" <br />C £01 <br />15U1\¥ 7 <br />BELL <br />MENU <br />BOARD <br />_C<Ji <br />3' X 3' TUBE-- I | <br />ELECTRICAL DATA: <br />MENU BOARD <br />LAMPS: (4) F60T12 CW/HO <br />BALLAST (1) 6Gj959 <br />2.9 MIPS <br />TOPPER <br />LAMPS: (1) F24n 2 CW/HO <br />BALLAST (1) 51-609-XR/256-148 <br />.55 TOTAL AMPS <br />MENU BD EXTENDER <br />LAMPS: (1) F42T12 CW/HO <br />BALLAST 0) 51-609-XR <br />.55 TOTAL AMPS <br />(1) 15 AMP CIRCUIT 120V RE® <br />RIPLE HIGH EXTENDER <br />.90 TOTAL AMPS <br />(1) 20 AMP CIRCUIT 120V REQ'D <br />LAMPS: (1) F72T12 CW/HO <br />BALLAST (1) 51-742-R/256-248 <br />INSTALLER INSmUCTIONS <br />1. STAKE FOUNDANON AREA AND CONFIRM ANAL <br />GRADE REQUIREMENTS WITH G,C <br />2. EXCAVATE FOUNDATION AREA. <br />3. SET ANCHOR 80LTS CAGE PLUMB,INSTALL CONDUIT <br />STUBS AND POUR CONCRETE. (PRIMARY ELECEICAL <br />SERVICE TO BASE BY G.C.) <br />4. ALLOW CONCRETE CURE TIME AS REQUIRED. <br />5. INSTALL SIGN ON ANCHOR BOLTS. LEE SIGN <br />AND GROUT AROUND ANCHOR BOLTS. <br />6. REMOVE UFENG BRACKET AND RONSTALL BOLTS. <br />7. CLEAN UP AREA AND REMOVE ANY PACKING MATL <br />NOTE: <br />INSTALLATION MTG OF UUM TOPPER, ILLUM & <br />NON ILLUM. EXTENDERS, AND ILLUM mIPLE <br />EXTENDER. SEE DWGS. IN00152P, & IN00886B <br />DESIGN SPECIFICATION: 3000 P.S.I. CONCRETE .33 CU. YDS <br />TOTAL <br />6'-8' <br />SINGLE <br />NON-ILLUM. <br />EXTENDER <br />1'-4" <br />% <br />- [Ee =EL <br />GRADE <br />12" MIN <br />OR CODE <br />4.9 AMPS TOTAL <br />(FOR SIGN UGHTING) <br />r <br />7-f- <br />/\3\« Y <br />SWITCH <br />DESIGN NOTES: <br />1. SIGN, AND BASE ARE DESIGNED TO WITHSTAND <br />A MID LOAD OF 30 P.S.F. <br />2. ALL CONCRETE EXCEPT CONCRETE USED FOR BACK <br />FlLL SHALL- DEVELOP A MINIMUM COMPRESSIVE <br />STRENGTH OF EDO P.Sl <br />3. CONCRETE BASE DESIGNED USING GOOD TO AVERAGE <br />SOILS HAVING AN ALLOWABLE CAPACITY <br />OF 400 P.S.F./FL <br />4. ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER <br />AND FOREIGN MATTER BEFORE PLACING CONCRETE. <br />' 79;. ·-'44··\ELECTRICAL CONDUIT <br />: ·. .: BY OTHERS. \ <br />3/4'-10 X 20 1/4' LG. ANCHOR BOLTS · ·U. ANCHOR BOLT <br />W/4" HOOK &5' THRD LENGTH <br />(4) REQ'D <br />NUT\PROJECTION \ 1 <br />LEVEUNG- ,":.: <br />OUTLINE OF BASE COVER J n.-'13„5. IF THESE SOIL CONDITIONS III NOT EXIST AT THE <br />FOUNDATION LOCATION, IT IS THE ERECT[R'S <br />RESPONSIBILITY TO NOTIFY EVERBRITE, INC <br />FRONT OF SIGN PRIOR TO PERFORMING ADDITIONAL EXCAVATION <br />OR ANY CONCRETE PLACEMENTANCHOR BOLT & CONDUIT SETTIN6 <br />,LOCK VASHER (SCALE FULL)MAIN MENU BD. E 00036BR TOPPER PVD 20065 <br />SIDE MENU BD. PVD 20179 MNBD. EXTENDER E 00098B-FLAT WASHER <br />These drawings are then ...74: E verb rite <br />1""":'® 4949 So. 110th St.exclusive property of Everbrite, Inc. <br />| 1'-6' DIA | lilli Al TER POLE IS LEVELED AND P.O. Box 20020 Use of, or dupliGotion in any mannerBOLTED INTO PLACE, FILL ENTIRE <br />AREA UNDER PLATE WITH STRUCTURAL Greenfield, Wl 53220 without express 5ritten permission <br />NON-SHRINK, NON METALIC CEMENTIT[OUS 414-529-3500 of Everbrite,Inc. is prohibited. <br />GROUT, FOLLOW ALL OF THE MANUFACTURERS TITLE <br />INSTRUCT]ONS FOR ALL GROUT MIXING,TACO BELL OUT DOOR MENU BDA RELEASE TO INSTALL 5-27-03 pi PLACEMENT, AND CURING. <br />SYM DESCRIPnON DATE CHG ECN DRN HED DT 5-27-03 SCALE DRWG NR REV <br />REVISION RECORD CKD PJL DT 5-27-03 1:30 IN01340B A