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5335 Eighth Street
2
ZephyrhiUs.FL33542
Phone: (813)78O'OO2U Issue Date: 07/22/2022
REUNSPECT*ON FEES: (c)m0th respect to Reinspection fees will comply with Florida Statute /2\
local government shall impose a fee mffour times the amount oYthe fee imposed for the initial inspection or
firstrainepeotion whichever isgreater, for each subsequent mminscti
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 aawater management, state agencies orfederal agencies.
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
�TRAUOR SIGNATURE
ITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
ell
Date Received 3 ff
'2 2 Phone Contact for Permitting V KotlarczVlk "
11111li7
*tast ��s A
As�
Owner's Name NAWAB Properties, LLC Owner Phone Number a
Owners Address 1 18103 Kara Ct Tampa, EL 33647 Owner Phone Number
Fee Simple Titleholder Name f Owner Phone Number
Fee Simple Titleholder Address
F_
JOB ADDRESS
5050 Gall Blvd Zephryhills, FL
LOT #
SUBDIVISION
PARCEL ID#�
11-26-21-0000-01400-0000
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CO NSTR
ADD/ALT SIGN DEMOLISH
R
INSTALL
REPAIR
PROPOSED USE SFR
COMM OTHER
TYPE OF CONSTRUCTION 0 BLOCK
FRAME STEEL
DESCRIPTION OF WORK
Fabricate & Install new DOMINOS channel letter sign mounted on raceway w/led illumination.
BUILDING SIZE SO FOOTAGE 43.5HEIGHT
x_x'WAX'Vx_1E` JE X_A_lE'xIrxs"1Uf_x f-V)t
BUILDING 2300.00 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL AMP SERVICE PROGRESS W.R.E.C.
t,
=PLUMBING P`
Dr 4T
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
]GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY E_
SIGNATURE REGISTERED L N FEE CURREN L_Y / N
Address License #
ELECTRICIAN COMPANY Florida Sign Co, Inc.
SIGNATURE REGISTERED 4)�L/ N I FEE CURREN
Address 1101 29thW. Bradenton, FL 34205 License #
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License #
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y /N
Address F License #
OTHER l COMPANY Florida Co, Inc.
SIGNATURE REGISTERED I gA N FEE CURREN L_LLN_j
Address 11101 29th A W. Bradenton, FL 34205 License #
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster, Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
-414�4 644 4
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, a Notice of Commencement is required. (A/C upgrades over $7600)
.. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If 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 owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009,
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide' prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material 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 affect adjacent properties, the owner may be 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 good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
.;I V11111111 IkTA01 ze I Ill ..l... , ! 1. -.401:14 ... • Z;all ! M !,.I wil-A 01
FLORIDA JURAT (F.S. 117,03)
OWNER OR AGENT
me this
Wh6 is/are personally known to me or ha)s/hlve produced
�"'g � � as identification.
this
as identification.
Isau u, Notary Public o Notary Public
�q ! d�
Commission No.9 Commission No t�'tt t�} f7
to-tv, V- w'j Kates\, , y--�Va
Name of Notary typed, printed or tamped Name of Notary typed, printed or sped
,?,Y °Ua KAREN 0, OR(NG
a t, :P4. KAREN G, CRING
Commission # GG 293829 Commission # GG 293829
o� Expires May 21, 2023 � Ex ices May 21
Bonded Thru Budget Notary Servicea v0 � 1QT P y ` 2023
, F F\.Bonded Thru Budget Notary Sarvioea
FASCIA
\ mm
umb
36"
3T 21
1 6"
-41101110"
ROOF PITC"- (ti4R'rlrr H Of- ARULk-)—
RACEWAY IS PAINTED FASCIA SHINGLES.
LETTERS TO HAVE WHITE FACES WITH APPLIED 3M VINYL (INTENSE BLUE)ON BORDER.
BLUE TRIM CAP AND BLUE RETURNS. LOGO TO HAVE A WHITE FACE WITH APPLIED 3M VINYL,
(INTENSE BLUE/RED). WHITE TRIM CAP AND RETURNS. ALL TO HAVE WHITE LED ILLUMINATION.
This drawing is for illustration purposes only. Colors and scaling in drawing may vary,
3.8.22
DESCRIPTION:
7E7777 DATE/'../-�;'
CITY OF
BUILDING
I have carefully reviewed and hereby accept the drawing(s) as shown. W
additional changes must be in writing and approved by both parties.
signature date
SINCE 1951
QRORIVASION COMPAW
SIGNAGE CHURCH& SCHOOL SIGNS
I 101 29th Avenue West
Bradenton, FL 34205
Phone: 941.747.1000 Fax: 941-746.5689
ANCHOR SCHEDULE "ALL FASTENERS SHALL DE SPACED EVENLY"
CITY or SPACING
CONCRETE (3ksi) or 1/4" THREADED RODS WITH MIN 2" EMBED IN ADHESIVE
HOLLOW MASONRY 1/4" TAPCONS(OR EQUIV) WITH 1.75".EMBED PAIRS AT 37"D.C.
1/4" EXPANSION ANCHORS WITH 2.5" EMBED PAIRS AT 48" O.C.
1/2" PLYWOOD 1/4" TOGGLE BOLTS PAIRS AT 48" C.C.
(NO ACCESS BEHIND) 1/4" WOOD SCREWS, FULL EMBED PAIRSAT 33"O.C.
METAL STUDS/PANELS #14 METAL SCREWS TO. MIN 18ga STEEL OR 0.090"ALUM PAIRSAT45"O.C.
HOLLOW WALL, BLOCKING 1/4" THRUSOLTSOR LAGS TO SOLID BLOCKING BEHIND PAIRS AT48"'O.C.
AT LOGO, USE ANY ANCHOR OPTION SHOWN: MIN (4) TOTAL g.
� RR GG 9. tl2" P C f+ �V
¢, J^({JiS��iREA
BOXED LOG & GETTERS. 38,53 SQ- FT
SING BOX: 55.34SO. FT.
ems,, 4W' 'n
(41
3'-6Y." +4v' a Translucent Blue ,4ny{.
Acrylic
. et
r � a e
j_
24" t !;; � t �: �" BiueTnr�cap
1 I
t 2t�°V rr y p_
M ,
4., j
fl 706'Border ., .
f tRtRR f`_teanngLS2neataav '2d'11NhfOta ( } A•t-§f nul: 141rQ=T AIM
x:spas.
3 42DV > ` . Red, taxko
1) Grounded and budded perNEC64A.INEC250
2) saratat to compliance w Ut
NEC 660.5,not ta exceed 20:amps
3) Sign i&to be UL:fsted per NE C600,3
4) ULdisconnect switch par NEC W04 6-requradper
Sign component before leaving m r'
^For multiple Sign, a B ,nacz is permitted cut
not required few each section
te=
r
T o_y
rp
•_ v_
60
`c
CD
(0,
g—
am
=LLr-
:trout Vln I over
border { We thickness
-0 0 T
vi yi
co
Ilium tdmcap)
w = 00
Z'Bw
O �
cv
4
Ex acing Facade: TBD j
2
.040Aluminum returns pairdad Pill
3
,iesvellte frtmt�p, tiro tag
,
PMS 307 0 Blue for Baders atx Ali
4
3mmi Signabond LAS cood :ba+
Seat wl VOC compliant 360 Whits 4
5.
Principal QxiK Mod 3 White LEDs
6
3H8' White acr}fiv.fa sw/tranatir
ill 3M 3730-127 Intense Due
3M 3730.33 Red (for Logo)
0 3M NodeX.4 white for "S' Centers
7.
Disconnect Switch .UL Outdoor dater
S.
Primary electrical lead in UG cori
9
Transfonmers wts mUL endoswer(;
10,
Mounting hardware to sulc
11
W Drain holes wt light battles at bal
7 C Blue for letters: and While for Logo. Semiglosr finish.
,:dead $a s" to returns painted to match
irlogo
to returns wd tr2" 16 gaugs staides.
cauk to prevent moisture intrusted.
vinyl applied to faces
Mine boa per NEC 600-6
d ULj box
'Raceway, paint to match fascia
!) per leper...
aceuxrrslUrs uv wua^rrsasauw:wrna catwngt c•rpuc:wrer.uvrarrvtx
Certifications UL 6 pUL Recognized (SAM Manuel), CE, ROHS. CSA
Dimensions QM3' 0.68"W x 3,14'L x 425"H
FalaenkV Peet & stick I Mechanical hole
Input f2VDC, Power Supply P-LED.12VDC
MIN (3) #10 SMS PER LETTER
51, 51,
,. _ i .M ti k i y .nnel Letter
t ' - a
4010i
'
sr r
., a.:, . , 4 .. y__ a . • .
R
General -Design lain accordance with the requirements ofthe Fla Bldg Code 7th Ed(2020)for use within&outsidethe HighVelocity Hurricane Zone {HVHZ).•Thisenqincerinqcertifies oniythe structural rote rrveftnosesystems, components,and{or other cons tructionexphcrtly specified herein. -Electrical notes,details,&sppeeccifications are pprovided by and are the sole responsibiltty
of the electrical contractor. No electrical review has been performed and no cercification of such isintended. • Structural desigBn meets requirements of ACi 3,.-
ASC 36a16, ADMi-75, & NDS-oTe, as applicabyle • Steelcomponents shall be coated, painted, or otherwise prate<ted aganst <orroswn per EBC Se< 2203.2{22a2.6. • Alum compodents in contact with steel or
Notes: embedded In concrete stall be painted or protected as prescribed In ADMI-15(i a), or plasticineoprens spacers provided. • All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. • All welding shall be per AWS requirements. • Steel welds: E7n. electrodes. • Aluminum welds:4043 filler alloy. • Alum extrusions: 6063-T6 or stronger, U.N.O.
~^
Seats
easysealscom
DESIGN CALCULATIONS
DOMINOuS
l. Design isinaccordance with the Florida Building Code 7thEdition (2D2O
for use within and outside the High Velocity Hurricane Zone (HVHZ).
3. Wind loads have been calculated per the requirements ofASCE7-16 as
shown herein.
3. These calculations only h | of
��� � �
those systems, components, and/or other construction explicitly
specified herein and/or in accompanying engineering drawings. The
existing host structure (if any) isassumed tobeingood condition,
capable cdsupporting the loaded system, subject tobuilding department
approval. Nvwarranty, either expressed orimp|ied,iscontainedhere\n.
4. System components shall beasnoted herein. All references tonamed
components and installation shall conform iomanufacturer's orindustry
specifications assummarized herein.
S� Where site conditions deviate from those noted herein, revisions may be
required or a separate site -specific engineering evaluation performed.
6. Aluminum components incontact with steel orembedded inconcrete
shall beprotected asprescribed inthe ZU15Aluminum Design Manual,
Part1. Steel components incontact with, but not encased in, concrete
shall be coated, painted, or otherwise protected against corrosion.
7. Engineer seal affixed hereto validates structural design asshown only.
Use ofthis specification bycontractor, et. Al, indemrifiesand saves
harmless this engineer for all costs & damages including legal fees &
apeUatefees resulting from deviation from this design.
Index:
Pgz Cove
pgz Wind Loads
Pg 3 Anchor Design
Ch 67382
12nnwFederal Hwy, xzoo
Seats
easysealsmm
I � I
AISCE 7-16 Design Wind Loads
WALL -MOUNTED SIGNS
Building Specs
V= 150mph Basic wind speed (Vult)
Exposure C
Calculations
a = 9.5 3-sec gust speed power law exponent
zi; = 900, Nominol ht. of atmos. boundary layer
Gcpi = 0 Internal pressure coeff
110
Kd = 0.85 Directionality factor
KA = 1.0 Topographic factor
Ke = 1.0 Ground elevation factor
A = 10 sq ft Tributary area
150 mDh - Em
WALL -MOUNTED SI NS
ASD WIND PRESSURES
SIGN
CENTER
CORNER
HEIGHT
(Zone 4)
(Zone 5)
Kjz
qz
�C, I,-'- i 4'x
?""Cr,
15 ft
27.4 psf
n
34.9 psf
8
24.9
�J
n
20ft
29.1 psf
37.1 psf
26.5
40
25 ft
30.5 psf
38.9 psf
27,8
4"
30 ft
31.7 psf
40.4 psf
28.9
4U
35 ft
32.8 psf
41.7 psf
0
29.8
1 '40
40 ft
33.7 psf
42.9 psf
01 4
30.7
- 111. A 0
45 ft
34.6 psf
:4 .0 psf
31.4
-3-40
50ft
35.3 psf
45.0 psf
1.0c,
32.1
410
55 ft
36.1 psf
45.9 psf
"1 2
32,8
1 1 C
60ft
36.7 psf
46.7 psf
33.4
4
70ft
31.0 psf
62.1 psf
34.5
J11 0
80 ft
31.9 psf
63.9 psf
1-i
35.5
0 0
Oro
90 ft
32.7 psf
65.5 psf
I
36.4
0
'5
100 ft
33.5 psf
66.9 psf
37.2
110 ft
34.1 psf
68.3 psf
37.9
120 ft
34.8 psf
69.5 psf
38.6
130 ft
35.4 psf
70.7 psf
39.3
140 ft
35.9 psf
71.8 psf
39.9
150 ft
36.4 psf
72.9 psf
40.5
175 ft
37.6 psf
75.3 psf
41.8
200 ft
38.7 psf
77.4 psf
43.0
250 ft
40.6 psf
81.2 psf
45.1
CALCULATIONS FOR WALL - MOUNTED SIGNS
'Seats ..... eaSysealsmm
Sign Anchor Design
Structure Dimensions & Loading
Design wind pressure: P 4®4 psf
Sign type:
Raceway
Sign size:
h =
24.0 inches (height)
Wall material:
Wood CDX or equiv, thickness to match Min Embed
Anchor type/size:
1/4" Toggle Bolt (r)
Ref:
Powers Strap -Toggle, catalog
Min Embedment: 0.5"
Min
edge dirt: 2"
Anchor tensile capacity:
Tcap
169.4 lb (per anchor)
Check Anchors for Pullout
Total Reaction: Rt =
81 -
lb/ft = P*h (along raceway)
Anchor spacing req'd S =
50.3
in (2*cap)/Rt
Pairs of anchors at
50 inches on center (max)
4.2 feet on center
OK, typical anchor option shown® Limit to pairs at 48" O.C. max.
Ref anchor schedule for other anchor options.
ffm
.063'ALUMINUM
VRETURN
1"TRIMCAP
3116" ACRYLIC
GE TETRA
WHITE LEUs
LISTED BUSHING
1/4" DRAIN HOLES
(LETTERS AND RACEWAY)
12AIll I �I I I I•I
.063"ALUMINUM
7" X 7"
ALUMINUM ENCLOSURE
FASTENERS AS REO'D.
BY LOCAL JURISDICTION
LISTED DISCONNECT
SWITCH (20amp)
WITHIN SIGHT OF SIGN
PRIMARY ELECTRICAL
(NEC 600-5) SEE ELEC. NOTES
LED POWER SUPPLY
I UL49
120V Primary System - Low Voltage Secondary LISTED
N.T.S.
IZOINUM.-jyj ---- - - 1WZ Wk#T.T*F.,s
CONCRETE A 1"I
HOLLOW MASONRY Fjj8" TAPCONS (OR EQUIV) WITH 1.75" EMBED
3/8" EXPANSION ANCHORS WITH 2.5" EMBED
1/2" PLYWOOD 3/8" TOGGLE BOLTS•
(NO ACCESS BEHIND)
METAL STUDS/PANELS #14 METAL SCREWS TO MIN 18ga STEEL OR.090" ALUM i
HOLLOW WALL+ BLOCKING 3/8" THRUBOLTS OR LAGS TO SOLID BLOCKING BEHIND
=Milo1 `1114
I have carefully reviewed and
hereby accept the drawing(s) as
shown. All additional changes
must be in writing and approved
by both parties.
signature
date
This drawing is for illustration
purposes only. Colors and
scaling in drawing may vary.
,ftORIDA SIGH COMPAW
SIGNAGE CHURCH& SCHOOL SIGNS
1101 29th Avenue West
Bradenton, FL 34205
Phone: 941.747.1000 Fax: 941-746.5689