HomeMy WebLinkAbout19-21331 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21331
BUILDING PERMIT
PERMIT INFORMATION = 'LOCATION INFORMATION
Permit Number: 21331 Address: 5897 GALL BLVD
Permit Type: SIGN ZEPHYRHILLS, FL.
Class of Work: WALL SIGN Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: h Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 10-26-21-0020-00000-0090
Improv. Cost: 2,350.0054 OWNER INFORMATION .
Date Issued: 6/04/2019 Name: ZEPHYR II LLC
Total Fees: 150.064� Address: 7162 READING RD STE 730
Amount Paid: 150.00 CINCINNATI OH 45237-3845
Date Paid: 6/04/2019 Phone:
Work Desc: INSTALLATION 1 ILLUMINATED WALL SIGN ON EAST- PIZZA HUT
CONTRACTORS APPLICATION FEES
COX ELECTRIC SIGN 82.50
COX ELECTRIC ELECTRICAL FEE 67.50
Ins ections Required
F OTER
ELECTRICAL ROUGH
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
I &-- bx�
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
19 1.7
t°.
17
i
2'-101/8"► 10'-11/4" — Backer
i ---2'-8118" 9'-4 5/8" 5
--� 5
2'-31/2"
r-a 1/8'
White
LE®
3M 3630-33 RED VINYL
L BLACK RETURNS&BACK PLATE
BLACK RETURNS&BACK PLATE
- . -
,.
. . .
Custorrier:'Pizze Hut.._,.' ':': '; Descn tion:: GustOttieri4pprgval:`Grapfiics and colors on;filra will be used unless otherwrise specifiedaay
p custorrier:.Please review drawirig carefully.By:signing below,.you agree to graphics as
Proici Na:,407,11$-2. Scale. SCL`HB�24'Channel Letker Set, shown.above,an to.tocaUon'df sign as shown.Please return stgned..coPy'back#o Eyerbrite..
pate:5/7/19 Drawn By"cI,RB'
Locatign&Site No:'S$87 G81t Blvd: Revised::5115/19 CUSTOMER SIGNATURE DATE
Zephyrhills,FL* Site:PH4678 Revised: LANDLORD SIGNATURE DATE
EnCon Services, Inc.
Sign Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Pizza Hut PH4678-1 PO Box 3613
5897 Gall Blvd Apollo Beach, FL 33572
Zephyrhills, FL 33542 P 813-655-3373
24"Raceway F 813-655-9814
Design per Florida Building Code,6th Edition(2017),Section 16 Wind Load, FLEB#9394
ASCE 7-10, Load Case: D+0.6W
Design Specifications . Nathan P. Presnell, PE
Risk Category II FLPE 77696
Kzt 1
Exposure Factor C
Kd 0.85
Kz 0.98 ��p!l1111111///III
V 150 (mph)
Wind PressureGCp-GCp 67.2 Zone 5, H<60 Feet �Oc�Q`� C E
2: No 77G _-
Sign Information
Height 2.30 ft
Width 10.10 ft E OFThickness
Distance grade to top 1.17 30 ft ,`����i ••cs<O R,D P:�`�`````
�ONALlI ���`
1111111
Wind Shear Force 108.46 (lb)
Weight of Sign 232.3 (lb) DATE SIGNED:
Total Shear Force= 256.37 (lb) 5/13/2019
Total Tension Force= 936.26 (lb)
Required Provided
Fastener size Nominal 3/8 3/8
Minimum number of fasteners 8 8
Shear Force per fastener(lb) 32.0 280
Tension Force per fastener(lb) 117.0 352
Combination Tension and -0.45 <'t O.K.
Shear-ratio
THREADED ROD THROUGH WALL IS PREFERRED.IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART-BELOW
FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE ANCHOR TYPE
WOOD BLOCKING LAG BOLT(3'EMBEDMENT)THROUGH BLOCKING
EIFS OVER 518'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE
HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2'EMBEDMENT)
SOLID CONCRETE WEDGE ANCHOR(2-1/2'EMBEDMENT)
ICMU,SOLID CONCRETE,BRICK HILT]HIT ROD W/HY-70 ADHESIVE(31/2'EMBEDMENT)
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
5/13/2019
Pizza Hut PH4678-1 Zephyrhills 24in Raceway
a
3 _
M1 1R:i 1.%
• f i
TPUS3
IS
17 I
i i 1
1
i e a f
1
Q 2 2
i � f
IS 8 5
S EV C
aA 1 7/8"
2'-10 7/8' 10'-1 1/4" Backer
�- 2'-81/8"— -f 9'-9 5/8" 5
5
2-3 1/2" Fi
White
LED
3M 3630-33 RED VINYL L BLACK RETURNS&BACK PLATE
BLACK RETURNS&BACK PLATE
Ev DISCLAIMER:Renderings are for graphic purposes only and not iMended foractual construction dimension Forwindload requirements,a lual dimensions and mounting detail,please referto engineering specilicati ns and install drawings.
erbriteThese drawings . .
Customer:Pizza Hut Description: Customer Approval:Graphics and colors on file will be used unless otherwise specified by
customer.Please review drawing carefully.By signing below,you agree to graphics as
Project No: 407118-2 Scale: SCLHB-24 Channel Letter Set shown above,and to location of sign as shown.Please return signed copy back to Everbrite.
Date:5/7/19 Drawn By:RB
Location&Site No:5897 Gall Blvd. Revised: 5/15/19 CUSTOMER SIGNATURE DATE
Zephyrhills,FL Site:PH4678 Revised: LANDLORD SIGNATURE DATE
A
i
EnCon Services, Inc.
Sign Design Calculations
Job Description PREPARED BY: EnCon Services, Inc.
Pizza Hut PH4678-1 PO Box 3613
5897 Gall Blvd Apollo Beach, FL 33572
Zephyrhills, FL 33542 P 813-655-3373
24"Raceway F 813-655-9814
Design per Florida Building Code,6th Edition(2017),Section 16 Wind Load, FLEB#9394
ASCE 7-10, Load Case: D+0.6W
Design Specifications Nathan P. Presnell, PE
Risk Category II FLPE 77696
Kzt 1
Exposure Factor C
Kd 0.85
Kz 0.98
V 150 (mph) O�`````, pil•�III�IR,,7`,,','
GCp-GCpi 1.4 Zone 5, H<60 Feet � Q►N••E•••.�s
Wind Pressure 67.2 (psf) ��•'�,�C NS�.•�I�ii
No �7
c
Sign Information
Height 2.30 ft
STATE OF •
Width 10.10 ft � 0•. P
Thickness 1.17 ft �� ••••L•O R I'D•._�`���`����
Distance grade to top 30 ft '' ONAL�;;```�O
Il/ltillilil►t1���
Wind Shear Force 108.46 (lb)
Weight of Sign 232.3 (lb) DATE SIGNED:
Total Shear Force= 256.37 (lb) 5/13/2019
Total Tension Force= 936.26 (lb)
Required Provided
Fastener size Nominal 3/8 3/8
Minimum number of fasteners 8 8
Shear Force per fastener(lb) 32.0 280
Tension Force per fastener(lb) 117.0 352
Combination Tension and 0-.45 <1-0.K.
Shear ratio
THREADED ROD THROUGH WALL IS PREFERRED.IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USETHREADED ROD,SEE CHART BELOW
FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE ANCHOR TYPE
WOOD BLOCKING LAG BOLT(3-EMBEDMENT)THROUGH BLOCKING
EIFS OVER 518°PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE
HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2°EMBEDMENT)
SOLID CONCRETE WEDGE ANCHOR(2-112"EMBEDMENT)
CMU,SOLID CONCRETE,BRICK HILTI HIT ROD W/HY-70 ADHESIVE(3112°EMBEDMENT)
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
9/13/2019
Pizza Hut PH4678-1 Zephyrhills 24in Raceway
157 7/8"
PVC SPACERS
.. 3..
347/5 121 1/4 (12)3/8"D .FASTENER w/BLOCKING(AS REQ'D) 6 �
(TYPE&LENGTH T.B.D.BY INSTALLER ON SITE)
USE PVC SLEEVES AT COMPRESSIBLE WALL FINISH IF REQ'D)
321/8 ___________ 117 5/g' SEE CHART FOR ANCHORS BY WALL TYPE
PLASTIC TRIM CAP W/SCREW
______ SEAL ALL PENETRATIONS!
ii ' RACEWAY SERVICE COVER
LED MODULE
))) CONDUIT TO REMOTE POWER SOURCE
(INSTALLER TO PROVIDE UL LISTED CONDUIT&FITTINGS,AND
F
(2)7/8"ELECTRICAL ROUTE HOLE
RACEWAY
DISCONNECT SWITCH
POWER SUPPLY MOUNTED
INSIDE RACEWAY
WEEP HOLESIN
BOTTOM OF RACEWAY
FRONT VIEW (w/FACES)
ii:IIII SCALE 1:16 NOTE:WALL STRUCTURE VARIES PER SITE.
IT IS THE INSTALLERS RESPONSIBILITY TO
IDENTIFY CONDITIONS AND ADAPT TO
ACEWAY 7/16"DIA.MOUNT HOLE ED MODULE(TYP) A 7/8"DIA.ELECTRICAL INLET(TYP.) THESE VARIATIONS AS NEEDED
IN RACEWAY(TYP.)
SIGN FACE_____ I
I ® WEEP HOLES
• 00 • . ® Ov ® O '® O ® WALL FRAMING
0 7e7
® (T.B.D.BY INSTALLER)
ELECTRICAL SPECS.
• • ®® ® (3)POWER SUPPLY
® 0.9 AMPS EACH INPUT
__ __ __ ® _ TOTAL 2.7 AMPS EACH @ 100-277V
• ® A USE)!)20 AMP CIRCUIT WALL SECTION"A-A"
EEP HOLES ACKER 17 SCALE 1:8 17 30"RACEWAY çi iQ'f 107 RACEWAY
s,,,>fl1N FRONT VIEW (w/o FACES)
SCALE 1:16
GENERAL NOTES SIGN MOUNTING HEIGHT TO BE 30FT MAXIMUM
INSTALLER TO PROVIDE COMPLETION PHOTOS OF MOUNTING/CONNECTION POINTS,WIRE ROUTING ANCHOR TO BE THRU BOLTS IF POSSIBLE,ALTERNATE ANCHORS PER
AND OVERALL ELEVATION.
WALL TYPE SHOWN BELOW FOR USE IF THRU BOLTING IS NOT POSSIBLE %%111WI(H/f1f♦'
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS Of ARTICLE 600 ��' v�/�
PROPER GROUNDING AND BONDING OF THE SIGN.EN TIONAL ELECTRIC CODE AND/OR OTHER�PLICABLE LOCAL CODES.THL�aNCLUDES SCHEDU E 318"DIA.ANCHORS FLORIDA-BUILDWIG CODE, ����,� ..PRFS/�'�
INSTALLER TO VERIFY SIGN IS PROPERLY INSTALLED,CONNECTED AND GROUNDED. FIDUAY: AS SHOWN 6th EDITION(2017) C E N S lc INSTALLATION INSTRUCTIONS L STRUCThRE ANCHOR TYPE SECTION 16 WIND LOAD,ASCE 7-10 Q•: :�
1. OPEN PACKAGINGAR F CAREFULLY ULLY AND INSPECT FOR DAMAGE.IF DAMAGE IS FOUND,CWM MUST �
2• No 77696 •
BE FILED WITHIN 5-DAYS WITH SHIPPING AGENT. CKING [HLTI
BOLT(3'EMBEDMENT)THRU SOCKING
150 MPH WIND LOAD
2. DETERMINE SIGN LOCATION AND TAPE UP THE PROVIDED TEMPLATE ON THE SURFACE TO WHICH
EIFS OVER 5/8'PLYWOOD TY TOGGLE BOLT OR THRU BOLT WITH SLEEVE
RISK CATEGORY II = it
IT WILL BE INSTALLED,RECEIVE CONFIRMATION FROM CLIENT OR CONTRACTOR. EXPOSURE C
3. LAYOUT AND PRE-DRILL ALL MOUNTING AND ELECTRICAL HOLES REQUIRED FOR MOUNTING THE HOLLOW CONCRETE MOCK,BRICKVE ANCHOR(1-1/?EMBEDMENT)
LETTER CLOUDS TO THE WALL. SOLID CONCRETE GE ANCHOR(2-1/7 EMBEDMENT) ATE OF '
4. FILL ALL HOLES WITH SILICONE PRIOR TO MOUNTING THE LETTER CLOUD. V
•
5. ALIGN LETTERS TO MATCHING PRE DRILLED HOLES WHILE INSERTING FASTENERS THROUGH LETTER JCMU,SOLID CONCRETE,BRICK HIT ROD W/HY-7oADHESIVE(3 WEMBEDMENT) % •'•��•...••Q P• ``5
CLOUD,WALL AND BLOCKING(AS REQ'D).FASTEN-WITH HARDWARE.USE PVC SLEEVES TO •_••• 0 R ••••
BUILDING FINISH 6. MAK PROTECT AL ELECTRICAL HOOK SYSTEM
P TO PRIM OVER ARYIW RING OF POWER SUPPLIES THROUGH DRILLED �NG(IF REQ'D). ,,'/
ELECTRICAL HOLES. ALLANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE ENCON SERVICES, INC. ',,fipf111`��.
7. TEST LIGHT FOR PROPER FUNCTION AND ILLUMINATION. WITH MANUFACTURERS INSTALLATION INSTRUCTIONS PO BOX 3613
8. PERFORM TOUCH-UP AS REQUIRED APOLLO BEACH, FL 33572 NATHAN P. PRESNELL, PE 77696
9. CLEAN INSTALLATION WORK SffE OF ALL EXCESS MATERIALS AND DEBRIS.DO NOT DISCARD ANY SIGN TO BE CONSTRUCTED 1O 2014 NEC 600 STANDARD �+ +�MATERIAL OR DEBRIS INTO ON SITE DUMPSTERS. SIGN TO BEAR UL LABEL 813-655-3373,PLEB#9394 DATE SIGNED: 5/13/2019
SIGN TO HAVE ELECTRICAL DISCONNECT ON THE EXTERIOR
0 oao oE E E - DRAWN BY INSTALLATION - CAB
SITE PIZZA HUT 24" LED LETTER & LOGO ON RCWY
b° °a DRAWING DATE PIZZA HUT PH4678-1
03-26-18 5897 GALL BLVD HALO w/ BACKER
•oo Oa• 4949 SO.110TH ST. THESE DRAWINGS ARE THE IXCLUSIVE
•°00 O 0. GREENFlELD WI 53220 PROPERTY OF EVERBRITE,LLC.USEOF,OR CHECKED BY RHB ZEPHYRHILLS,FL33542 PROJECTNO.7 7 DRAWING
nNO. 4 REV
•gyp 00 c 4• DUPLICATION IN ANY MANNER WITHOUT
q 414-529-3500 3/ 9 I 6 6 I N V / �� C A
p Y • ® EXPRESS WRITTEN PERMISSION OF EVERBRITE, A 26-18 CJB RHB RELEASED FOR INSTALLATION DATE 03-26-18 SCALE AS SHOWN REF
LLC IS STRICTLY PROHIBITED. REV DATE BY CHK DESCRIPTION
A� j
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CALL 48 HOURS I0.ALL OWVURBED AREAS N 190441-OF-SOP SELL 1E SODDED
BEFORE YOU DIG FDOT ACCESS PERMIT: 2017,A-798.43 PuwwD aETRMM 41 FDR APPRY41 uGrNAc To IC 111TML D P019101001941401 L�Iw4DE of C o. DOTE
FOOT DRAINAGE PERMIT: 2017-0-798-35 I 4nym17
SECTION NUMBER 14050000
a I DIAL 11 RE9rWl STATE ROAD: 39(US 301)GALL BLVD. ® R 41011 No.
Cl I IN y ROAD CLASS: 7 1410001
j PALE POST: 5.541-5.634TrA9�ER
NAWNEETATEGMOALLOFFLOM,YR_ POSTED SPEED: 35 MPH 1rUM
\ I DESIGN SPEED: 35 MPH
1577/8"
PVC SPACERS
347/8" 121 1/4' (12)3/8"DIA.FASTENER w/BLOCKING(AS REQ'D) 6" 3"�►-5"
(TYPE&LENGTH T.B.D.BY INSTALLER ON SITE)
USE PVC SLEEVES AT COMPRESSIBLE WALL FINISH IF REQ'D)
321/8" 117518" SEE CHART FOR ANCHORS BY WALL TYPE
PLASTIC TRIM CAP W/SCREW
SEAL ALL PENETRATKNESI
RACEWAY SERVICE COVER
LED MODULE
1 CONDUIT TO REMOTE POWER SOURCE
(INSTALLER TO PROVIDE UL LISTED CONDUIT&FITTINGS,AND
�+ MOUNTING HARDWARE)
ON (2)7/8"ELECTRICAL ROUTE HOLE
RACEWAY
j DISCONNECTSWRCH
J{ POWER SUPPLY MOUNTED
INSIDE RACEWAY
WEEP HOLES IN
BOTTOM OF RACEWAY
FRONT VIEW w/FACES)
SCALE 1:16 NOTE:WALL STRUCTURE VARIES PER SITE.
IT IS THE INSTALLERS RESPONSIBILITY TO
IDENTIFY CONDITIONS AND ADAPT TO
,-RACEWAY 7/16"DIA.MOUNT HOLE ED MODULE(TYP) A 7/8"DIA.ELECTRICAL INLET(TYP.) THESE VARIATIONS AS NEEDED
IN RACEWAY(TYP.) SIGN FACE
® ® ® BACKER
® ® ® ® ® WEEP HOLES
WALL FRAMING
• O O • • ® 0� ® ® ® O ® (T.B.D.BY INSTALLER)
j • • • •® e (3)OW R SUPPLY
® 0.9 AMPS EACH INPUT® ® TOTAL 2.7 AMPS EACH @ 100-277V
® ® • ® ® A WALL SECTION"A-A"
'USE(1)20 AMP CIRCUIT
EEP HOLES ACKER SCALE 1.8
17
12"
30"RACEWAY 102"RACEWAY
FRONT_/0FACES)
S 1:16
GENERAL NOTES ` �� SIGN MOUNTING HEIGHT TO BE 30FT MAXIMUM-
INSTALLER TO PROVIDE COMPLETION PHOTOS OF MOUNTING/CONNECTION POINTS,WIRE ROUTING 7 ' ANCHOR TO BE THRU BOLTS IF POSSIBLE,ALTERNATE ANCHORS PER
AND OVERALL ELEVATION. • " . WALL TYPE SHOWN BELOW FOR USE IF THRU BOLTING IS NOT POSSIBLE ittVi1III,j��
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 �Q%
OF THE NATIONAL ELECTRIC CODE AND/OR OTHER APPLICABLE LOCAL CODES.THIS INCLUDES O c✓ '
ss ti ANCHOR SCHEDULE: 31W DIA.ANCHORS FLORIDA BUILDING CODE, p � ,p•••RFS��v"
INSTALLER TO VERIFY SIGN ISPROPERGROUNDINGANDBPROPRGY(INSTALLED.CONNECTED AND GROUNDED. 0 �� QUANTITY: AS SHOWN 6th EDITION(2017) A •• C E 'S •"L4
INSTALLATION INSTRUCTIONS 1'1 ,p WALL STRUCTURE ANCHOR TYPE SECTION 16 WIND LOAD,ASCE 7-10 �•: •♦� s
1. OPEN PACKAGING CAREFULLY AND INSPECT FOR DAMAGE.IF DAMAGE IS FOUND,CLAIM MUST �`S► 150 MPH WIND LOAD •. Z•• No 776
BE FILED WITHIN 5-DAYS WITH SHIPPING AGENT. WOOD BLOCKING LAG BST(3•EMBEDMENT)THRU BLOCKING i
2. DETERMINE SIGN LOCATION AND TAPE UP THE PROVIDED TEMPLATE ON THE SURFACE TO WHICH EIFS OVER 518"PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE RISK CATEGORY II E * ; : *
IT WILL BE INSTALLED,RECEIVE CONFIRMATION FROM CLIENT OR CONTRACTOR. EXPOSURE C �•
3. LAYOUT AND PRE-DRILL ALL MOUNTING AND ELECTRICAL HOLES REQUIRED FOR MOUNTING THE HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1/2"EMBEDMENT) •
LETTER CLOUDS TO THE WALL. SOLID CONCRETE WEDGE ANCHOR(2-11T EMBEDMENT) • ATE OF •
4. FILL ALL HOLES WITH SILICONE PRIOR TO MOUNTING THE LETTER CLOUD. • •
5. ALIGN LETTERS TO MATCHING PRE-DRILLED HOLES WHILE INSERTING FASTENERS THROUGH LETTER CMU,SOLID CONCRETE,BRICK Hart HIT ROD WI HY-70ADFESIVE(3'WENBEDMENT) 4 ••.�� A'••.• �`
UD, BALL IL AND
BLOCKING
INISH SYSTEM OVER DDHE FASTEN
WITH(IF RDWARE.USE PVC SLEEVES TO INC. ��, •/••���w••
6. MAKE FINAL ELECTRICAL HOOK UP TO PRIMARY WIRING OF POWER SUPPLIES THROUGH DRILLED ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE ENCON SERVICES, N ���1� 'ONAL - �````
ELECTRICAL HOLES. ' `
7. TEST LIGHT FOR PROPER FUNCTION AND ILLUMINATION. WITH MANUFACTU12ERS INSTALLATION INSTRUCTIONS POBOX 3613
8. PERFORM TOUCH UP AS REQUIRED APOLLO BEACH, FL 33572 NATHAN P. PRESNELL, PE 77696
9. CLEAN INSTALLATION WORK SITE OF ALL EXCESS MATERIALS AND DEBRIS.DO NOT DISCARD ANY SIGN TO BE CONSTRUCTED TO 2014 NEC 600 STANDARD
MATERIAL OR DEBRIS INTO ON SITE DUMPSTERS. SIGN TO BEAR U-LABEL 813-655-3373, FLEB#9394 DATE SIGNED: 5/13/2019
SIGN TO HAVE ELECTRICAL DISCONNECT ON THE EXTERIOR
INSTALLATION DRAWN BY CJB SITE PIZZAIIT PH4678 1 TITL�pIZZA HUT 24" LED LETTER & LOGO ON RCWY
b 00000 -
roo oa DRAWING DATE 03-26-18.. 5897 GALL BLVD HALO w/ BACKER
Oo• 4949 SO.110TH ST. THESE DRAWINGS ARE THE EXCLUSIVE
.00 Ow P.O.BOX 20020 CHECKED BY ZEPHYRHILLS,FL 33542 PROJECT NO. DRAWING NO. REV
•° °• GREENFIELD,WI 53220 PROPERTY OF EVERBRITE,LLC.USE OF,OR RHB - Q
•p00000 Op0 DRESSONIN ANY MANNER W ERERI 37/ 766 IN379766C A
F $:Q ® 414.529-3500 EXPRESS WRITTEN PERMISSION OF EVERBRITE, A 103-26-18 CJB RHB RELEASED FOR INSTALLATION DATE SCALE REF
LLC IS STRICTLY PROHIBITED. REV DATE BY CHK DESCRIPTION O3-26-18 AS SHOWN
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