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10179804_1229 E. 17TH - Plan
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10179804_1229 E. 17TH - Plan
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Last modified
11/19/2022 2:31:05 AM
Creation date
10/25/2020 5:17:32 PM
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Plan
Permit Number
10179804
Full Address
1229 E Seventeenth St
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10179804 - Permit
(Permit - Plan)
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\Building\Permits\S\Seventeenth St\1229 E Seventeenth St
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8.4375 <br />8'-2 <br />45' 1 8'-11 <br />.17 1/4'. ,ILLUMINATED EXTENDER 1'11:263/8'MT'G DETAIL TOP V[EV MAX <br />1'35 <br />1 - -0 ILLUM1'-11 7/16'8 TOPPI <br />SINGLE <br />ILLUMINATED <br />EXTENDER TAC <br />67 7/16'El.BEL <br />5-4'AACk <br />15. <br />1/4' <br />, , r-91/4, <br />3 5/16" DIA.TRIPLE HIGH EXTENDER <br /> LOGO DISPLAY liT'G DETAIL TIP VIEW <br />-UFTING ANGUE <br />IATED / -ER <br />-lI--ILLINATED TOPPER <br />TRIPLE IT'G DETAIL SIDE VIEW0 HIGH.L EXTENDER - 61-5 7/16· <br />111 <br />15' <br />LAMPS: (1) F72T12 CW/HO <br />BAUAST (1) 51-742-R/256-248 <br />INSTALLER INSTRUCIIONS <br />1.. STAKE FOUNDAION AREA AND. CONFIRM FINAL <br />GRADE REQUIREMENTS WITH G.C. <br />2. EXCAVAIE FOUNDATION AREA. <br />3. SET ANCHOR BOLTS CAGE PWMB,INSTALL CONDUIT <br />SlUBS 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. LEVEL SIGN <br />AND GROUT AROUND ANCHOR BOLTS. <br />6. REMOVE UFRNG BRACKET AND REINSTALL BOLE <br />7. CLEAN UP AREA AND REMOVE ANY PACKING MALL <br />NOTE: <br />INSTALLAIION 1,1TG OF UUM TOPPER, ILLUM & <br />NON ILLUM. EXTENDERS, AND ILLUM TRIPLE <br />EXTENDER. SEE DWGS. IN00152P, & IN00886B <br />DESIGN SPECIFICATION: 3000 P.S.I. CONCRETE .33 CU. YDS. <br />TOTAL- <br />IVIll/V <br />6'-8'BOARD <br />SINGLE <br />NON-ILLUM. <br />EXTENDER <br />- t L - -- r -- <br />3]11Ir <br />1'-4.3' X 3' TURE- 1" 1 <br />5'-0'I <br />3/4'-10 X 20 1/4' LG. ANCHOR BOLTS <br />W/4* HOOK &50 THRD LINGIH <br />(4) REO'D I.............. <br />ELECTRICAL DATA: <br />MENU BOARD: <br />LAMPS: (4) F60T12 CW/HO <br />BAUAST (1) 6G3959 <br />2.9 AMPS <br />TOPPER: <br />LAMPS: (1) F24T12 CW/HO <br />BAUAST (1) 51-609-XR/256-148 <br />.55 TOTAL MIPS <br />MENU BD EXTENDER <br />LAMPS: (1) F42T12 Cw/liD <br />BAUAST O) 51-609-XR <br />.55 TOTAL AMPS <br />0) 15 AMP CIRCUIT 120V REQ'D <br />1RIPLE HIGH EXTENDER <br />.90 TOTAL AMPS <br />(1) 20 AMP CIRCUIT 120V REQ'D <br />-10 1 2-0 -7T <br />'Cl <br /> 12- MIN <br />2 CODE <br />e ELECTRICAL CONDUIT <br />BY OTHERS.l« <br />ANCHOP DAIT <br />\PROJEC CUT <br />161/4 <br />1 DULI <br />mON <br />4.9 AMPS TOTAL <br />(fOR SIGN LIGHTING) <br />i »f 1 <br />OUTLINE OF BASE COVER <br />FRONT OF SIGN <br />ANCHOR BOLT & CONDUIT SETTIN6 <br />LOCK VASHER (SCALE FULL ) <br />FLAT VASHER <br />\ SWITCH <br />GRADE LIEY»l) b <br />DESIGN NOTES: <br />1.9GN, AND BASE ARE DESIGNED TO WITHSTAND <br />A MID LOAD OF 30 P.S.E <br />2. ALL CONCREIE EXCEPT CONCRETE USED FOR BACK <br />ALL SHALL DEVELOP A MINIMUM COMPRESSIVE <br />STRENGTH OF 3000 P.S.1 <br />3. CONCRETE BASE DESIGNED USING GOOD TO AVERAGE <br />SOILS HAVING AN ALLOWABLE CAPAQTY <br />OF 400 P.if./FT. <br />4. ALL FOOTING EXCAVAMNS ARE TO BE FREE OF WATER <br />AND FOREIGN MATTER BEFORE PLACING CONCRETE. <br />5. IF THESE SOIL CONDITIONS ID NOT EXIST AT THE <br />FOUNDATION UIATION IT IS THE ERECT[R'SRESPONSIB]LITY TO NTIFY EVERBRITE, INC <br />PR][R TO PERFORMING ADDITIONAL EXCAVATION <br />[R ANY CONCRETE PLACEMENT, <br />MAIN MENU BD. E 00036BR TOPPER PVD 20065 <br />SIDE MENU BD. PVD 20179 MNBD. EXTENDER E 00098B <br />71. ... 4.1· · These drawings ore the:91 Everbrite exclusive property of Everbrite, Inc.LEVELING-->Ar·>® 4949 so. 110th St.| 1'-6' DIA | NUT . FER PILE IS LEVELED AND P.O. Box 20020 Use of, or dupligation in any mannerPOLTED INTO PLACE, nLL ENTIRE <br />AREA UNDER PLATE WITH STRUCTIRAL Greenfield, WI 53220 without express written permission <br />hON-SHRINK, NON NETALIC COENTIT[OUS 414-529-3500 of Everbrite,Inc. is prohibited. <br />GROUT, FOLLOW ALL [F THE MA,UFACTURERS ITLE <br />A RELEASE TO INSTALL 5-27-03 PJL INSTRUCTIONS FIR ALL GROUT MIXING,TACO BELL OUT DOOR MENU BD <br />PLACEMENT, AND CURINGSYMDESCRIPTIONDATECHGECN DRN HED DT 5-27-03 SCALE DRWO NR 'REV <br />REVISION RECORD CKD PIL OT 5-27-03 1:30 IN01340B A
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