HomeMy WebLinkAbout22-3875C-003875-2022
•
Issue Date: 05/10/2022
General (Commercial)
14 26 21 0010 03200 0010
Name: GATEWAY DOWNTOWN PROP, LLI Permit Type: Building General (Commercial)
I Class of Work: Wall Sign
Address: 5209 Lochmead Ter
ZEPHYRHILLS, FL 33541
Phone:
Building Valuation: $11,000.00
Electrical Valuation: $100.00
Mechanical Valuation: $0.00
Plumbing Valuation: $0.00
Total Valuation: $11,100.00
Total Fees: $210.00
Amount Paid: $210.00
Date Paid: 5/10/2022 11:58:38AM
4766 Gall Boulevard
Contractor: LOTT SIGN SERVICE, INC
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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
Complete Plans, Specifications add fee 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.
COI`�TRACTOR SIGNATURE PE IT OFFICE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
Kj
I MCI N 111111 a zi-01 J1 ILTY1 MM
813-780-0020 City of Zephyrhifis Permit Application Fax-813-780-0021
Building Department
Date, Received Phone Contact fear t r Pernitfin I. ff13 10 7 foeO
, , , , 1114 iv XXT:1z, #1 _V
1 4"
Owner's Name Owner Phone Number
7- 7
Orenees Adi ,510arner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address 7z =
JOB ADDRESS ,7 LOT -3
7- '7 SUBDI'VISION PARCEL ID#[:'47
r"o
2—
WORK PROPOSED NEW CONSTR SIGN /DEMOLISH _j ADDAfLr
INSI REPAIR
PROPOSED USE SFR COMM OTHER
r TYPE OF CONSTRUCTION BLOCK FRANIE STEEL E=
DESCRIPTION 0F WORK BUIL04NG SIZE $Q FOOTAGE, HEIGHT
,zj x x ii, rt x x is x x x x A t t x k K
BUILDING —ST
VALUATION OF TOTAL CONSTRUCTION
=f,
L_�� 'Y
' =ELECTRICAL
z",
=PLUMBING
]it ECHANICAL
AMP SERVICE PR 0 #—RE ENERGY Wt R,
VALUAT ION OF MECHANICAL I NSTA ILLATION
ROOFING Ej SPECIAL:rY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO
BUILDER COMPANY Ula
SIGNATURE REGSTEREV IN
Address License #
r7_-------:]
ELECTRICIAN COMPANY CA i (11"I"i ) , , "l- ,-, �, d, ('
7--
SIGNATURE REGISTERED
Address Lk�ensa# PLCOMPANY
UMBER REGiSTERel) N-JI _7F1_�E_CEU_'a,1FN SIGNATURE _I N—
Address License#
MECHANICAL COMPANY
SIGNATURE
Address License 4
ANY
E:;:
OTHER
SIGNATURE REG �$TEREV 77 lueliY I NET
Address License#
RESIDENTIAL Attach (2)Plat Plans; (2) sets of Building Plans; (1) set of Energy
Forms; R-O-Vt Permit for new construction,
Minimurn ten (10) wonting days after submittal date. Recivired onsite, Construction, Plans, Stori-riwater Plans w/ Sill Fence rristalo&
Sanitary Facilities & 1 dumplapic Site Were Permit for subdivisions/large, prootcat
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page: kl) set of Energy Foram R-O-!'it Permit for new con3truction.
Minimum ten (10) working days after submittal date. Required oraile, Construction Plans. Slairnwatter Plans w,Silt Pence installed
Sanitary Facilities & I durripsler, Site Worh Pencil for all new protests, Ali corn menial rErrIUirb.rrpnrsrnust meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
SURVEY required for all NEW construction,
Directiontu
Fill out application completely.
Owner & Contractor sign back of application, notarized
It over $2600, a Notice of Commencement Is required, (AIC upgrades over $760)
Age I 'for the contractor) of Power of Attorney (for the cromet) would be some one notarized letter from authonzing same
OVER THE COUNTER PERMITTING (copy of contract, , repl*jreds
Rwroofs ifrminglas Senters Service Upgrades AX Fences (Plot/Sunfey,'Foctage)
Driveways -Not over Counter if on public roadways,.needs NOW
813-78a-0020 City of Zephyrhills unfit Application Fax-812t-780-0021
Building (department
NOTICE Of DEPID RESTRICTIONS: Tile undea rignrrd understands that this permit r r ay be subject to'deed" reforicciore' darch may be rnore restrictive
ilhen County regulations. The undersigned assumsraresponsibility for contplfancem with any applicable deed restrictions.
UNUCENSE0 CONTRACTORS AND CONTRACTOR RESPONSISIL11ISS: if trice owner has hired a contractor or contractors to undertake work, they
,nay be required to be licensed In acrordance with state and local rear ulattren& ff the contractor Is not licensed as required by law, both the owner, and
contractor may be cited for a misdemeanor violation under state law. If the ownar or Intended contractor are uncertain as to what licensing requirements
,nay, apply for than intended work, they are advised to contact me, Pasco County Building Inspection Division--Lic:entraig section at 7274847- 8009.
T'urflhearm re, if the owner has hired a contractor or contractors, ha Is advised to have tire contractorls) sign portions of the 'contractor Block' of this
application for wl rich they will be responsible. If your as it* owner sign as the contractor, that may be an indication that he is not properly licensed and is
§nat entitled to permitting privileges in Paso County.
'TRANSPORTATION IMPACT)FUTILITIES IMPACT AND RESOURCE VERY FEES: The undersigned understands
thert Transportation Impact Fear and Recourse Recovery Foos tray apply to the construction of new buildings, grange of use In existing buildingsor
expansion of existing buildings, as sparffied irr Paaca> County C irdinaaa o r "iU rber 89-07 and 90-07, as amended. The undersigned also understands, that
such fter-, as may be due, will be identified at the time of permitting. it is further understood that Trensportetii ri Impact Fees and Resource Recovery
boos anus(b be paid poor to reco ui g a "certificate, of areapraarcy or final r release. If the project does not involve a verfilt Cate of me panne or final
power release, the fees must be paid prior to permit issuance. Furthermore, it Pesch County WaterlSewer Imimet fees are due, they must be paid prior
llo permit Iseuanoo in accordance with applicable Pasco Countyyordinaance s.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Slotute ; as arrrensfaird; if valuation of work is $2,500.00 or more, l certify that 1, the applicant,
tiaavo been provided with to copy of they 'Florida Construction 1.1an Law— fronmerwmer's protection Guide' prepared by the Freddie Department of
Agriculture and Consumer Affairs, If'the applicant is abacus other than the "oemet"„ I cemrtify that I have obtained a copy of the above described
;document and promise in good faith to detrvw, it to the 'owner' prior to commencement,
iCONTRACTOR"SIOWNER'S AFFIDAVIT i certify that elf the infinfol atkanin this application is accurate and that all work will be dome in cortphamnee with
all applicable laws regulatiruf construction, zoning and lend development. Appifcastion is hereby nmade to obtain a permit to do work and instaalletec as
indicated. I certify that no work or rusta lcu on has conrimenced prior to issuance of a permit and that all work veemil be perfomrcrd to meet standards cf all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
+,indersland that the regulations of other government agencies immay apply to the intended work, and that it Is my rosponsibtllty to identify what actions I
Must take to be in cornpllanee. Such agendes Include but are not limited o:
Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, Wate"arNftstewater Treatment.
Southwest Florida Water Management District-Welis, Cypress Bayboads, Weiland Areas, Altering
Watercourses,
a Artery Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & RehabilitativeServices/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways,
t understand that the following restrictions apply to the use of fill:
Use: of fill is not allowed in Flood Zone "V° unless expressly permitted.
If the fill material is to be used In Flood ;done "A", it Is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by to professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zore "A" in connection with a permitted building using steam wall
construction, l certifythat fill will be used only to fill the area within the stern wall
If fill manorial Is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affeect adjacent properties, the fawner may ber;cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered {drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in "ad #slip to inform the owner of the permitting conrdidom, set forth in this affidavit print to
cornmencing construction. r undershirts! treat a asopetrate permit may be required for eltachnsal work, plumbing. signs, wells, pools, air conditioning, gas, or
other installations riot specifically included In the application. A permit issued shalt be construed to be a license to proceed with the work and not as
authority to virzaiia, cannot, who" or sot aside any provisions ofthe tdohniwai ciders, nor shall issuance of a permit prevent the Building official train
thereafter requiring a correction of errors in plans, construction or violations of any codes, Every permit leaned shall become invalid un tass the worts
authorized by such leant Is commenced within six months of permit Issuances, or If work authorized by the permit is, suspended or abandoned for a
perkxi of six fig months a#ter the time the work is c mmarnced. An extension may be requested, Bn wriPing, from the Building Official for a frotiod not to
esxcoad ninety (90) days and will d areo istrate iusuf aeble cause for than extension, if work ceases for nicely* (90) consecutive drays, the lob is considered
abandoned,
re..vn,vey �vcxree rr,�, a �r.o*a
OWNE ORAGENTt ``tea ,, Gt7NYSACTS
dd€caakgzdand aaaaarn to,(or affirmad) before me this ar, sqqbadand swrmiaeia ra me this
?aiaY.1.1.CjIwi J by .i
rNho Ware rsonalty known to rose or haisrhave produced 41;ho a re-pe Ica toty known 4o n ear have produced
m, as identification. _._ _a _ _ as identification.
ri _-___Notary Puld
to 't.a ( -n._. igotaryfsubtEo
commission No. w, commission
lgahie�oti ry typed, pnnteors2ariiS _.. _ :17n c o cry typed. t ntad or
„r r, STEPi ANTE ARCS
`Stet,, of Floc da-Notary Public p,STEPNANIE ARCE
Commission it GC33e rah as State of Florida-! itary Public
yN d� ` My Comrru5 ion Fxpirus = Car rnis torn #
�r,to}or 22. 2022 b GG 23364II
�„ �;�o e,a��� MYctober Zion Expires
Ara m1A11v.1mk 99
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N89159'02"E 261
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N57*38'19"W 15,
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S89-59%12-W 23,95'
ui
$416"E' 173.09'
N89-7!3VE 164.86' EJ1
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C' Avc
Wall Sign
DOLLAR GENERAL - HWY 301 & C AVENUE
Section 14, Township 26S, Range 21E
SLOANEXHIBrT B
NORTH Engineering Group
SCALE: I"=60' 150 SOUTH WOOOLAWN AVENUE, BARTOW, FL 33830
PHONE: (W) 8OD-,3046 - FAX: JWI BQU 1159
FLORIDA CERTIFICATE OF AUTHORIZATION (FLCA) #26247 IF --SCOAN ENGINEERING GROUP, INC. 308 # 2341
EXTERIOR FINISHES
�5
TAG MATERIAL
MANUFACTURER
COLOR 1 STYLE
GENERAL REMARKS
FIBER CEMENT PANELS
NICHIRA WALL PANELS
ROUGHSAWN / ESPRESSO
(A-17- STUCCO WALL SYSTEM
GC TO SELECT FROM APPROVEDVENDORS
SHERWIN WILLIAMS SW #6149'RELAXED KHAKI"
SPANDREL GLAZING
GO TO SELECT FROM APPROVED VENDORS
DARK BRONZE
ALUMINUM FRAME
STUCCO (CORNICE)
GC TO SELECT FROM APPROVED VENDORS
SHERWIN WILLIAMS SW #6385 "DOVER WHITE'
STUCCO (ACCENT BANDING)
GC TO SELECT FROM APPROVED VENDORS
SHERWIN WILLIAMS SW #6386'DOVER WHITE,
CF METAL CANOPY
GC TO SELECT FROM APPROVED VENDORS
PAINT SHERWIN WILLIAMS SW 97055'ENDURING BRONZE'
DOWNSPOUTS
—0— —
_
PROVIDED BY ED
PAINTSHERWIN ILLIAMSSW#70515°ENDURINGEBRONZE`
STANDARD D �METAL ROOF �RANELS
PEMB MANUFACTURER
i GALVALUME
%PER ROOF PANELSWI ATLAS ULTIMATE FASTNER
OJ , REAR BUILDING PARAPET WALL
PEMB MANUFACTURER
SANDSTONE
STOREFRONT SYSTEM
REP PRODUCT APPROVAL ON_COVER -SHEET _
DARK —SRONZE
ALUMINUM FRAME
0 L PREFINISHED METAL COPING @ PARAPET
HOLLOW METAL DOOR / FRAME
REP PRODUCT APPROVAL ON COVER SHEET
REF PRODUCT APP.—ONCOVIERSHISIET
BURNISHED SLATE
SHERWIN WILLIAMS SIN#7`055TSNDURING BRONZE'
STUCCO WALL SYSTEM
GC TO SELECT FROM APPROVED VENDORS
SHERWIN WILLIAMS SW #7055 —ENDURING BRONZE"
CA
pp RACEWAY TO BE PRINTED
TO MATCH THE COLOR
T�
Of THE BUILDING
Q\
4'-0'
L
T
CK
0
(Ap CB 2 j ;jj A)-j"
(AD Djo C
ELEVATION 7
OPENING IN WALL PANEL
FOR DRAINAGE TO
GUTTER (TYP.)
CH col ICOORDINATE WCTH
_B
DUMPSTEP. ENCLOSER 0, (D
SEE S EET=TBD1.N MORE INFO
:A
r
ED
WEST ELEVATION G �A
Scafe; 1/8'
E (D
C, C
t
EAST ELEVATION
S.Ioll Ila, = 11-T
REVIEW DATE-,_2`_
CITY OF ZEPHYRHILLS
BUILDING OFF 1C1AL_j,1,z/
RACEWAY TO BE PAINTED
TO MATCH THE COLOR OB
OF THE BUILDING �y
F71
E
OPENING IN WALL PANEL
FOR DRAINAGE TO
GUTTER (TYP.)
(COORDINATE WITH
PEMB)
G
WINDOW ELEVATION
SLBIB: If8l . 111"
XN" I
4 -47 1
EQ
—ON - -- --- 0
R
r
A I FI 2
(� 2,.SOUTH ELEVATION
RACE 0 BE PAINTED
�0 11,11 T 5 TO MATCH THE COLOR
OF THE BUILDING
&\E_1l- G),
TfO PARAPET
L
(:Dj(;)1
16'-2-
r9l"
ED
II
@-'0 -'
f
C4
J 11
c '3E
A ___ TA -
REFERENCE MIL —
D s FOR
EW GRACING
GENERAL NOTES:
I. ALL EXTERIOR S$GNAGE SHALL BE
SUBMITTED
UNDER SEPARATE WHERE
2. PROVIDE KNOX BOX ERE REQUIRED BY
jURISDICTION PURCHASED FROM LOCAL
FRE DEPARTMENT, MOUNT PER FIRE
DEPARTMENT REQUfREMENTS ON WALL
ADACENT TO ENTRANCE
3. PROVIDE AND INSTALL BUILDWG
ADDRESS ON EXTERIOR ELEVATION
PACING STREET WITH LETTER VISIBLE
FROM STREET PER 2017 FLORD/AFIRE
PREVENTION CODE AN} NFFA t,
UNIFoR. FH - CODE,
A. PENS MANUFACTURER SHALL FR(WOE
AIL. METAL FRAMING, REAR
CRICKETS, AND REQLXREDFLASN
FOR ANY AND All PARTS OFTHE RAISEDI
PARAPET AND PILASTERS ASCVE THE
ROD, UNE - TYR
KEYED NOTES
GC SHALL COORDINATE THE EXTERIOR CANOPY SIGN
WITH DOLLAR GENERAL CORP. ED TO PROVIDE ADEQUATE
BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO
SUPPORT SIGN WEIGHT (MAX 1,400 LEE) AND SHALL BE
SUPPORTED BY CANOPY FACE. GO TO PROVIDE CIRCUIT
AS NOTED ON ELECTRICAL PLAN. SIGN TO BE PROVIDED
AND INSTALLED By DOLLAR GENERAL CORP. INSTALL
BUILDING SIGN CENTERED ON FRONT ELEVATION.
ROOF ACCESS LADDER (COORDINATE FASTENING
SUPPORTS WITH PEMB),
FLOOD LIGHT. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL NFORMATION.
LINE OF PRE -FINISHED METAL ROOF BEYOND
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
(4)112
; DIA X 6'LG STAINLESS STEEL EYE BUTS (CLOSED)
WITH
* CIA OPENING - DRILL AND EFOXY INTO BLOCK
WALL
EXTERIOR RECEPTACLE. RE: ELECTRICAL
E7 WALL PACK, REFER TO ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
EMERGENCY EGRESS LIGHT- REFER TO ELECTRICAL
DRAWINGS.
1", DOOR BUZZER
[10] MECHANICAL VENT- REFER TO MECHANICAL DRAWINGS.
[111] PLUMBING VENT- REFER TO PLUMBING DRAWINGS.
L '�2] WALL HYDRANT, RE: PLUMBING
ROOF MOUNTED HVAC UNITS ON PRE FABRICATED ROOF
CURB (REF SHEET MI
I III OUTSIDE AIR TEMP, SENSOR MOUNTED OVER RECEIVINGDOORS
o R @ W-W A.F.P,
CC SHALL COORDINATE THE EXTERIOR BLADE SIGN WITH
1.1 DOLLAR GENERAL CORP.
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR960S9
THIS DRAWING SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROM PERMIT
FORMS AND RELATED FEES ARE TRANSMUTED BY
TIRE DARER, OWNERS AGENT OR CONTRACTOR
TO THE AUTHORITY HAVING JURISDICTION.
DATE MSUEDPOR I REV
03/72 912021PEMB COORDINATION
05/20/2021 CIVIL SUBMISSION
_05/20/202i DUKE COORDINATION
06/07/20,21 RENE COORDR, TION 02
06109/2021 CIVIL RESUBMISSION I
08/25/2021 OWNER REVIEW
I REVISED ELEVATIONS
jl/Z 3/2021 PERMITSUBMffTAL
-4—
PMIKt Manag" Dravan
L. LONG S. KORTMAN
Pr*d LMdW 0.kd__
L. LONG
Data I DW Mgr Appf
02/23/2021
PALMETTO ZEPHYRHILLS - GALL BLVD., LIC
P.C. B.. 1615,
Thoaulsvffle, GAS 1799
ff OkB: (229) 226'1177
Coll,": Daniel Tubb
ft-jwd
DOLLAR GENERAL
Corner of Gatl Boulevard grad C
Avenue
ZlPhyrhillt, FL 33542
(City of ZAphy,hi[W
Store #: 23227
EXTEROR ELEVATioNs
DO NOT SCALE DRAWING
JCDT.20.0451 j A2
EnCon Services, Inc.
Sign Design Calculations
Job Description PREPARED BY: EnConSen/icos. Inc.
Dollar General DG23227 FOBox 3O18
38493CAvenue Apollo Beach, FL33572
Zophyr iUn.Rnhda33542 813-855-3373
Letters FLEB#9394
Design per Florida Building Code, DhEdition C2020\Section 10Wind Load,
ASCE7-iO Load Case: D+O0VV
Design Specifications
Risk Category U
Kzt
1
Exposure Factor
C
Kd
0.85
Kz
0.98
Vuo
148(mph)
8Cp-GCpi
1.1 Zone 4.H^0OFeet
Ult. Wind Pressure
46.0 (pof)
Wind Shear Force
1[38(lb)
Est. Weight of Sign
11 (lb)
Total Shear Force =
20.70 (lb)
Total Tension Force = 62.07 (lb)
Nathan P.Proono|.PE
3/31/2022
Combination Tension and 013 <1 OX
Shear ratio
THREADED ROD THROUGH WALL mPREFERRED /wALL INSTANCES. /pnmNOT POSSIBLE roUSE THREADED ROD, SEE CHART BELOW
FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WOOD BLOCKING
LAG BOLT (1 - 1 /2" EMBEDMENT) THROUGH BLOCKING
EIFS OVER 5/8" PLYWOOD
LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE
HOLLOW CONCRETE BLOCK, BRICK
SLEEVE ANCHOR (1-112- EMBEDMENT)_
SOLID CONCRETE
WEDGE ANCHOR (2-1/2" EMBEDMENT)
CMU, SOLID CONCRETE, BRICK
MASONRY SCREW (Z EMBEDMENT)
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
Dollar GeneraloG23227 Zephyrhillsw,Letters IN465365A
7/8" 0 ELECTRICAL INLET (TYP.)
1/2" CONDUIT
(UL APPROVED)
(TYP.)
1/2" STIR. CONNECTOR
(UL APPROVED) (TYP.)
5/16" 0 MOUNTING HOLE (TYP.)
Ga Dec
% 1 1
Q Y
Q a a
�l Ya 4Y
°® ® a a
PaDe Q
ED F\ 1%
FRONT VIEW (w/o FACE)
SCALE 1:16
D II 0 II [ I I L II A II R
SIGN TO BE CONSTRUCTED TO 2017 NEC 600 STANDARD
SIGN TO BEAR UL LABEL
SIGN TO HAVE ELECTRICAL DISCONNECT ON THE EXTERIOR
GENERALNOTES
INSTALLER TO PROVIDE COMPLETION PHOTOS OF
MOUNTING/CONNECTION POINTS, WIRE ROUTING, OVERALL
ELEVATION, AND SEALED PENETRATIONS.
THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH
THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL
ELECTRIC CODE AND/OR 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
INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED,
CONNECTED AND GROUNDED.
THIS DRAWING IS TO BE USED FOR INSTALLATION PURPOSES
ONLY, NOT TO BE USED FOR MANUFACTURING.
SIGN SPECIFICATIONS
DIMENSIONS: 18" X 224 1/8"
APPROX. WEIGHT: TO BE DETERMINED BY INSTALLER PRIOR
TO INSTALLATION
POWER SUPPLY: (2) LED 60W 12V
INPUT 0.90 AMPS EACH
TOTAL LOAD: 1.80 AMPS @ 100-277 V
USE (1) 20 AMP CIRCUIT
00.
.0 000 o.
Everbft
•000.
•00 O O 00•
.000
4949 SO. 110TH ST.
0000090 O 90'
•0 oo 0. 0.
P.O. BOX 20020
GREENFIELD, WI53220
o 0 0 ° ®
414-529-3500
INSTALLATION INSTRUCTIONS
1. OPEN PACKAGING CAREFULLY AND INSPECT FOR DAMAGE.
2. DETERMINE LETTER LOCATIONS AND TAPE UP THE
TEMPLATE (IF PROVIDED) ON THE SURFACE TO WHICH IT
WILL BE INSTALLED, RECEIVE CONFIRMATION FROM THE
CLIENT.
3. LAYOUT AND PRE -DRILL ALL MOUNTING AND ELECTRICAL
HOLES REQUIRED FOR MOUNTING THE LETTERS.
4. FILL ALL HOLES WITH SILICONE PRIOR TO MOUNTING THE
LETTERS.
5. ATTACH THE HORIZONTAL BLOCKING BEHIND WALL
FRAMING SO ALL CONNECTION POINTS HAVE SUPPORT (IF
REQUIRED).
6. ALIGN LETTERS TO MATCHING PRE -DRILLED HOLES WHILE
INSERTING FASTENERS THROUGH LETTERS, WALL AND
BLOCKING. FASTEN WITH HARDWARE. USE PVC SLEEVES TO
PROTECT BUILDING FINISH IF NECESSARY.
7. MAKE ELECTRICAL CONNECTIONS TO REMOTE POWER
SUPPLY/PRIMARY WIRING THROUGH DRILLED ELECTRICAL
HOLES.
8. TEST THE LETTERS FOR PROPER FUNCTION AND LIGHTING.
9. PERFORM TOUCH-UP AS REQUIRED.
10. CLEAN INSTALLATION WORK SITE OF ALL EXCESS
MATERIALS AND DEBRIS. DO NOT DISCARD ANY MATERIAL
OR DEBRIS INTO ON SITE DUMPSTERS.
INSTALLATION
R C
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF, OR
DUPLICATION IN ANY MANNER WITHOUT
EXPRESS WRITTEN PERMISSION OF
EVERBRITE. LLC IS STRICTLY PROHIBITED.
RELEASED FOR INSTALLATION
DESCRIPTION
WIRING DIAGRAM
SCALE:NONE
LED MODULE
HALO MOUNT (TYP.)
a
0
®
® 43
Q
a
0 Ga
p
®
p
Y®
Y®
WEEP HOLES
(TYP.)
PRIMARY LEADS BLACK,
WHITE,(100-240 VAC) AND
GREEN (GROUND)(TYP.)
FROM DISCONNECT SWITCH PER NEC 600
60 WATTS
UL POWER SUPPLY ENCLOSURE
W/SWITCH (SUPPLIED BY EVERBRITE)
60 WATTS
INSTALLER TO PROVIDE MOUNTING
HARDWARE, UL LISTED CONDUIT AND
FITTINGS (TYP.)
E N
SIGN MOUNTING HEIGHT TO BE SOFT MAXIMUM
ANCHOR TO BE THRU BOLTS IF POSSIBLE, ALTERNATE ANCHORS PER
WALL TYPE SHOWN BELOW FOR USE IF THRU BOLTING IS NOT POSSIBLE
ANCHOR SCHEDULE: 1/4" DA. ANCHORS
ANCHOR QUANTITY: AS SHOWN
WALL STRUCTURE
ANCHOR TYPE
WOOD BLOCKING
LAG BOLT (t 1/2" EMBEDMENT) THRU BLOCKING
EIFS OVER 5/8" PLYWOOD
LIBERTY TOGGLE BOLT
HOLLOW CONCRETE BLOCK, BRICK
SLEEVE ANCHOR (1-1/2 EMBEDMENT)
SOLID CONCRETE
WEDGE ANCHOR (2-1/2 EMBEDMENT)
CMU, SOLID CONCRETE, BRICK
MASONRY SCREW (2" EMBEDMENT)
HILTI HIT ROD W/ HY-20 ADHESIVE (3" EMBEDMENT
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE
WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
E
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071
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FRONT VIEW (wl FACE)
SCALE 1:32 SEE SHEET 2 FOR MOUNTING DETAIL
DRAWN BY DWp SITE
DG23227
DATE 3/10/22 38493 C AVENUE
CHECKED BY CJB ZEPHYRHILLS, FL 33542
DATE 3/10/22 SCALE AS SHOWN I
SHEET 1 OF 2
FLORIDA BUILDING •i
EDITION00
4( MPH i LOAD,
CATEGORYRISK
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NO 776 • t' Y
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TITLE !ice RA
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PROJECT NO, DRAWING NO. REV
SLOAN
Engineering Group
150 SOUTH WOODLAWN AVENUE, BARTOW, FL 33830
PHONE: (863) 800-3046 - FAX: (863) 800-1159
FLORIDA CERTIFICATE OF AUTHORIZATION (FLCA) #26247
5/16" O MOUNTING HOLE (TYP.)
8'-8 1
FRONT VIEW (w/o FACE)
SCALE 1:16
0
m)(D) 1= / \ n - =m E�/
FRONT VIEW w/ FACE
SCALE 1:30
GENERAL NOTES
INSTALLER TO PROVIDE COMPLETION PHOTOS OF MOUNTING/CONNECTION POINTS,OVERALL ELEVATION, AND SEALED
PENETRATIONS.
SIGN ASSEMBLY IS INTENDED FOR OUTDOOR WET LOCATION.
INSTALLER TO BE SURE SIGNS ARE PROPERLY INSTALLED, CONNECTED AND GROUNDED.
THIS DRAWING IS TO BE USED FOR INSTALLATION PURPOSES ONLY, NOT TO BE USED FOR MANUFACTURING.
INSTALLATION INSTRUCTIONS
1. OPEN PACKAGING CAREFULLY AND INSPECT FOR DAMAGE.
2. DETERMINE LETTERS LOCATION AND TAPE UP THE TEMPLATE (IF PROVIDED) ON THE SURFACE TO WHICH IT WILL BE
INSTALLED, RECEIVE CONFIRMATION FROM THE CLIENT.
3. LAYOUT AND PRE -DRILL ALL MOUNTING HOLES REQUIRED FOR MOUNTING THE LETTERS.
4. FILL ALL HOLES WITH SILICONE PRIOR TO MOUNTING THE LETTERS.
5. ATTACH THE HORIZONTAL BLOCKING BEHIND WALL FRAMING SO ALL CONNECTION POINTS HAVE SUPPORT (IF REQUIRED).
6. ALIGN LETTERS TO MATCHING PRE -DRILLED HOLES WHILE INSERTING FASTENERS THROUGH LETTERS, WALL AND
BLOCKING. FASTEN WITH HARDWARE. USE PVC SLEEVES TO PROTECT BUILDING FINISH IF NECESSARY.
7. PERFORM TOUCH-UP AS REQUIRED.
8. CLEAN INSTALLATION WORK SITE OF ALL EXCESS MATERIALS AND DEBRIS. DO NOT DISCARD ANY MATERIAL OR DEBRIS
INTO ON SITE DUMPSTERS.
o °0 0° o •
0 o0a0p60000°
-O b 0a•
.004949 SO. 110TH ST.
00 000
0020
°0 p0000000° P.O. BOX 2LD,
WI53220
0 000 oa 414E529F3500
° 0 00 °o
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF,
OR DUPLICATION IN ANY MANNER WITH-
OUT EXPRESS WRITTEN PERMISSION OF
EVERBRITE, LLC. IS PROHIBITED.
NON -ILLUMINATED SIGN
RELEASED FOR INSTALLATION
0
0 0 0 0
0
0
0 0 0
SEE PAGE 2 FOR
MOUNTING DETIALS
V o
0
0 0 0
• o
FLORIDA BUILDING CODE,
7th EDITION (2020)
SECTION 16 WIND LOAD, ASCE 7-16
140 MPH WIND LOAD, VuLT
RISK CATEGORY II
EXPOSURE C
f
NO 7769
,t ; • pit
` STATE OF
'� `•.�< O R t 0 p`•` ®�' mow`
�j% `••oossoo•o` ®®O
•0 BOX 3613
A •OL O BEACH,II
A A P.•s •.. 1 '!
.
• • •5III' B I. •. r4
DATE SIGNED: 5/3/2022
DRAWN BY TECHN-USK
SITE DG23227
DOLLAR < GENERAL
DATE
04/26/22
CHECKED BY
CJB
/EPHYRHILLS FL .33542
PROJECT NO-
DRAWING NO.
1OF2
1-0
�. i. •
SCALE
ASSHOWNI
SHEET
O 6
.0 000 00 • ■
0.
•00�%�®d 00* 4949 SO. 110TH ST.
.00�.} ®00. P.O. BOX 20020
.oa00�s��00• GREENFIELD, WI 53220
0 0 0 0..e ® 414-529-3500
ANGLE CLIPS W/SCREW
SEAL ALL PENETRATIONS!1
PLASTIC TRIM CAP W/SCREW
SIGN FACE
CLEAR POLY BACK FOR HALO EFFECT
WALL FRAMING
(T.B.D. BY INSTALLER)
NOTE: WALL STRUCTURE VARIES
PER SITE. IT IS THE INSTALLERS
RESPONSIBILITY TO IDENTIFY
CONDITIONS AND ADAPT TO THESE
VARIATIONS AS NEEDED
1/4" DIA STAINLESS STEEL
THREADED ROD W/ RIVNUTS & PVC SPACERS
USE ADDITIONAL SLEEVES AS REQ'D TO
PROTECT WALL FINISH
SEE ANCHOR CHART FOR OPTION4
PVC SPA
TYPICAL WALL SECTION
SCALE 1:8
THESE DRAWINGS ARE THE EXCLUSIVE
PROPERTY OF EVERBRITE, LLC. USE OF,
OR DUPLICATION IN ANY MANNER WITH-
OUT EXPRESS WRITTEN PERMISSION OF
EVERBRITE. LLC. IS PROHIBITED.
NON -ILLUMINATED SIGN
RELEASED FOR INSTALLATION
SIGN MOUNTING HEIGHT TO BE 30FT MAXIMUM
ANCHOR TO BE THRU BOLTS IF POSSIBLE, ALTERNATE ANCHORS PER
WALL TYPE SHOWN BELOW FOR USE IF THRU BOLTING IS NOT POSSIBLE
ANCHOR SCHEDULE: 1/4" DIA. ANCHORS
ANCHOR QUANTITY: AS SHOWN ( SEE PAGE 1)
WALL STRUCTURE ANCHOR TYPE
WOOD BLOCKING LAG BOLT (1-1/2" EMBEDMENT) THRU BLOCKING
EIFS OVER 5/8' PLYWOOD----- LIBERTY TOGGLE BOLT
HOLLOW CONCRETE BLOCK, BRICK SLEEVE ANCHOR (1-1/2" EMBEDMENT)
SOLID CONCRETE WEDGE ANCHOR (2-1/2" EMBEDMENT)
CMU, SOLID CONCRETE, BRICK MASONRY SCREW (2" EMBEDMENT)
HILTI HIT ROD W/ HY-20ADHESIVE (Y EMBEDMENT)
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE
WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
"""°""` TECHNO-USK
DATE 04/26/22
CHECKED BY C gB
DATE 04/26/22
DG23227
38493 C AVENUE
ZEPHYRHILLS, FL 33542
`��t`irr®rrrP `.P�®®�®®i
No 776 •.
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AT E O F:
•.....•
=01RAIMILM014
PROJECT NO.rov
4• I9 `�glem
Sign Design Calculations
Job Description PREPARED BY
Dollar General DG23227
38493 C Avenue
Zephyrhills, FL 33542
18" Non -Ilium Letters
Design per Florida Building Code, 7th Edition (2020), Section 16 Wind Load,
ASCE 7-16, Load Case: D + 0.6W
Risk Category 11
Kzt 1
Exposure Factor C
Kd 0.85
Kz 0.98
VULT 140 (mph)
GCp-GCpi 1.1 Zone 4, H < 60 Feet
Ult. Wind Pressure 46.0 (psf)
Wind Shear Force
Est. Weight of Sign
Total • • 1 R
EnCon Services, Inc.
PO Box 3613
Apollo Beach, FL 33572
813-655-3373
FLEB #9394
Nathan P. Presnell, PE
FLPE RRR
«
"
: X
« S TE OF «
«
r , MA[tl111111:3
Combination Tension and 0.14 <1 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 (1-112" EMBEDMENT) THROUGH BLOCKING
EIFS OVER 5l8" PLYWOOD
LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE
HOLLOW CONCRETE BLOCK, BRICK
SLEEVE ANCHOR (1-112" EMBEDMENT)
SOLID CONCRETE
WEDGE ANCHOR (2-112" EMBEDMENT)
CMU, SOLID CONCRETE, BRICK
MASONRY SCREW (2" EMBEDMENT)
HILTI HIT ROD W1HY-20 ADHESIVE (3 112" EMBEDMENT)
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
Dollar General DG23227 Zephyrhills 18in Non -Ilium Letters
EXTERIOR FINISHES
TAG
MATERIAL
IMANUFACTURER
COLOR / STYLE
GENERAL REMARKS
FIBER CEMENT PANELS
NECHIHA. WALL PANELS LL
ROUGHSAWN I ESPRESSO
STUCCO WALL SYSTEM
GO TO SELECT FROM APPROVED VENDORS
SHERWIN WILLIAMS SW #8142 'RELAXED KHAKP
SPANDREL GLAZING
GO TO SELECT FROM APPROVED VENDORS
DARK BRONZE
ALUMINUM FRAME
STUCCO (CORNICE)
Go To SELECT FROM APPROVED VEND.
SHERWIN WILLIAMS SW #6386 -DOVER WHITE -
STUCCO (ACCENT BANDING)
j GC TO SELECT FROM APPROVED VENDORS
SHERWIN ERIUAAMS SW 96385`ROVER WHITE"
METAL CANOPY
GC TO SELECT FROM APPROVED VENDORS
PAINT SHERWIN W-IAAIS — #7055'ENDURING BRONZE'
(D
DOWNSPOUTS
PROVIDED BY Go
PAINT SHERWIN WILLIAMS SW 97055 'ENDURING BRONZE"
STANDARD METAL ROOF PANELS
PEMS MANUFACTURER
GALVALUME
PER ROOF PANELS VV/ ATLAS ULTIMATE PASTIER
REAR BUILDING PARAPET WALL
PERE MANUFACTURER
SANDSTONE
K
STOREFRONT SYSTEM
REP PRODUCT APPROVAL ON COVERSHEET
DARK BRONZE
ALUMINUM FRAME
PRIEFINISHED METAL COPING @ PARAPET
j REP PRODUCT APPROVAL ON COVER SHEET
BURNISHED SLATE
HOLLOWMETALDOOR I FRAME
REP PRODUCT APPROVAL ON COVER SHEET
SHERWIN WILLIAMS SW 07055"ENDURING BRONZE'
i
STUCCO WALL SYSTEM
BE TO SELECT FROM APPROVED VENDORS
r SHERWIN WILLIAMS SW #7055 "ENDURING BRONZE -
I
NORTH ELEVATION
c
(D A�
C"
&WINDOW ELEVATION
�E 1_2: I/$" v. 1'-0*
RACEWAY TO PAINTED
To MATCH THE COLOR
IL C OF THE BUILDING A
2 A3b
F_ I 'l
0.
ED
®R
A
to 1. 12'-0l E.
Aid
2)
3 4
g
A3
7 RACEWAY TO BE PAINTED To MATCH NE COLOR
A3b OF THE BUILDING
CH) [D—\
OPENING
FOR DRAIIN NAGE TOL PANEL
EID-,,_107�
i
GUTTER (TYR.)
t ------- t__
(COORDINATE WITH
PEMB)
F
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(D
DUMPSTER 5NC111,11ER
&/
=3
N-
(D
SEE SHEET AGO FOR
MORE INFORMATION
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WEST ELEVATION&T
(DJ(DJ
v (DjV
(Dj
5
A,
A 4 A
REFERENCE CIVIL —
Jq
Scale: l/fr 1-0,
DRPWNGS FOR
)(D'i
4
Aid A3
2
SIDEWALK GRADING
R"CaMANCH
3
3 t 3 &1
'FJ
T/O PARAPET
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7—
T ELEVATION
4 EAST
Scale; 1/8— V-D`
1. ALI EXTERIOR SIGNAGE 9HAtl BE
SUBMITTED UNDER SEPARATE PERMIT.
2. PROVIDE KNOX BOX WHERE REQUIRED BY
JURISDICTION PURCHASED FROM LOCAL
FIRE DEPARTMENT. MOUNT PER FIRE
DEPARTMENT REQUIREMENTS ON WALL
ADJACENT TO ENTRANCE ON RIGHT SIDE.
3 PROVIDE AND INSTALL BUILDING
ADDRESS ON EXTERIOR ELEVATION
FACING STREET WrT4LETTER VISIBLE
FROM STREET PER n17 RONDA FIRE
PREVENTION CODE AND FJFA 1,
'FORM FIRE
CODE.
A. PEMS MANUFACTURER SHALL PROVIDE
ALL METAL FRAMING, REAR PANELS.
CRICKETS, AND REQUIRED NO FLZI FOR ANY AND ALL PARTS OF RAISED
PARAPET AND
PILASTERS ABOVE THE
ROUP LINE- TYP.
OVERFLOW WALL
SCUPPER GUTTER (rep.)
(COORDINATE WITH
PENS)
KEYED NOTES
GC SHALL COORDINATE THE EXTERIOR CANOPY SIGN
WITH DOLLAR GENERAL CORP. GO TO PROVIDE ADEQUATE
BLOCKING AS REQUIRED BY SIGN MANUFACTURER TO
SUPPORT SIGN WEIGHT {MAX 1,400 LEE) AND SHALL BE
SUPPORTED BY CANOPY FACE, Go TO PROVIDE CIRCUIT
AS NOTED ON ELECTRICAL PLAN. SIGN TO BE PROVIDED
AND INSTALLED BY DOLLAR GENERAL CORP. INSTALL
BUILDING SIGN CENTERED ON FRONT ELEVATION.
ROOF ACCESS LADDER (COORDINATE FASTENING
SUPPORTS WITH PEMB).
FLOOD LIGHT. REFER TO ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATIONO .
LINE OF PRE -FINISHED METAL ROOF BEYOND
(REF EXTERIOR FINISH SCHEDULE THIS SHEET)
141112 DIA X W LIG STAINLESS STEEL EYE BOLTS (CLOSED)
El
WITH VDIA OPENING - DRILL AND EPDXY INTO BLOCK
WAIL
6
EXTERIOR RECEPTACLE. RE: ELECTRICAL
FflWALL
PACK, REFER TO ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
EMERGENCY EGRESS LIGHT - REFER TO ELECTRICAL
DRAWINGS,
09
DOOR BUZZER
0
MECHANICAL VENT- REFER TO MECHANICAL DRAWINGS.
it
PLUMBING VENT- REFER TO PLUMBING DRAWINGS.
72
WALL HYDRANT, RE PLUMBING
ROOF MOUNTED HVAC UNITS ON PRE FABRICATED ROOF
iJ
CURB (REF SHEET MN
OUTSIDE AIR TEMP, SENSOR MOUNTED OVER RECEIVING
14.
DOORS @ V-0- A.F.F.
GC SHALL COORDINATE THE EXTERIOR BLADE SIGN WITH
DOLLAR GENERAL CORP,
CONSULTANT:
SEAL: JOHN BENEDICT POLSINELLI, AR96059
THIS DRAWINC SHALL NOT BE USED FOR
CONSTRUCTION PURPOSES UNTIL THE SEAL AND
SIGNATURE OF THE RESPONSIBLE REGISTRANT
APPEARS ON THE DRAWING, AND PROPER PERMIT
FORMS AND RELATED FEES ARE TRANSMITTED By
THE OWNER, OWNER AGENT OR CONTRACTOR
ITO THE AUTHORITY HAVING
I
DATE ISSUED JW
REV
flMl COORDINATION
05/20/2021 CIVIL SUBMISSION
05/20/2021 DUKE COORDINATION
06/07/2021 _iEMB COORDINATION 02
08/098021 SMl RESUBMISSION I
5/2024 OWNER REVIEW
11/0812021 REVISED ELEVATIONS
11 /291202 12 PERMIT
L0812
�/2.2'
04/13/2022 SOLEMN 01
04/22/2022 BULLETIN 02
L. LONG
KORTMAN
pm).d 1-Iw
L. LONG
OWdd
ow.
02/23/2021
Dept Mg, APWm W
Ciao PALMETTO ZEPHYRHILLS - GALL BLVD., LLC
P'O. ".. 161 S' Th.—AllE., CA 31799
Offi.: (229) 226.1177
Contact: Daniel Tubb
DOLLAR GENERAL
AvenueCorner of Gali Boulevard and C
I Zephyrhills, FL 33542
(City of ziphyrhilb)
Sit— A: 23227
M_FRvTf4.
EXTERIOR ELEVATKW
DO NOT SCALE DRAWING
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