HomeMy WebLinkAbout22-3939Address: Po Box 2590 #39-45
ZEPHYRHILLS, FL 33539
Phone: (813) 300-7120
Class of Work: Wall Sign
Building Valuation: $2,000.00
Electrical Valuation: $100.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1 .00
Total Valuation: $2,102.00
Total Fees: $142.50
Amount Paid: $142.50
Date Paid: 5/6/2022 11:00:38AM
Issue Date: 05/06/2022
'fly,
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.
! ; I I I I I I I I ! ! 1 1• 1 1 1• 1! 1 1 1 i I I I I ! 1 11 ♦ . . ♦• am
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.
41L�Ial,2-L
CONTRACTOR SIGNATURE
�WM 00. PEfAIT OFFICE()
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT C4RD FROM WEATHER
813-780-0020 City of Zeph rhills Permit Application Fax-813-780-0021
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(OBTAIAED FROA PROPER -IT TAX AOTICE)
WORK PROPOSED
R
NEW CONSTR
ADD/ALT SIGN DEMOLISH
INSTALL
REPAIR
PROPOSED USE SFR
Comm OTHER
TYPE OF CONSTRUCTION BLOCK
FRAME STEEL
DESCRIPTION OF WORK
To
ta I I n•
BUILDING SIZE SQ FOOTAGE
HEIGHT
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X IE It k It It k X X X I 1E, WE X_ IL IL k It X It kx'k x k C t x t C
x WE x It it t X IL it k It It C X k X It IC JE I JE X 9E X X JE X IL X V C At X X It N X I
=BUILDING
$
VALUATION
OF TOTAL CONSTRUCTION
=ELECTRICAL 00boAMP—SERVICE c- +-PROGRESS
E9NERGY -[fW.R.E.C.
=PLUMBING .6Cni-Ne,i6EK(5f' rElcric,
®MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING E:J SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS
FLOOD ZONE AREA =YES NO
BUILDER
COMPANY I f�eg�ex' _,51 a5i'ckn C-0
465�
SIGNATURE
REGISTERED FEE CURREIt�j LYL/ N��
Address
E-761 I-e-rizon A if e E?C=&yU/p_ F1 --&I License#
ELECTRICIAN
E
COMPANY I Racw_r S '5'
SIGNATURE
REGISTERED J±J1 N 11 FEeCURREN L..1 / IN
Address
E. EirmKsue(lei License #I k5 Qn06 417
PLUMBER
COMPANY
SIGNATURE
REGISTERED L_X.LN _J FEE CURREN YIN
Address
License #
MECHANICAL
COMPANY
SIGNATURE
REGISTERED Y/N
Address
License #
OTHER
COMPANY
SIGNATURE
REGISTERED / =N- FEE CURREN
Address
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 & 1 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 & I 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.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $2500, a Notice of Commencement Is required. (AIC 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 727-947- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) 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 IMPACTIUTILITIES 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 Ordinaries 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 1, 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 "V' 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 vAll demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
1r4i7F;WY4 Wit, r", MI) WVVITY
WIIH Y11UR LUMER 98 AN AlIQUILY11UME BF.9980INQ
FLORIDA JURAT (F.S. 11 T03)
OWNER OR AGENT CONTRACTOR A 4� ho t�± /f(iq er-5
Subscribed and swom to (or affirmed) before me this Subscribed and swo to ��fhm rriffthis f11J)WZ_ ,qd)kfore
b b /,)a (0
Who islare personally known to me or has/have produced Who is/are amm qlly.Kuwn to me or a p uced
—as identification. as identification.
Notary Public
Commission No.
Name of Notary typed, printed or stamped —
Notary Public
Commission No. _Iy
Name of Notary typed, printed or stamped
oy py, Notary Public State of F"do
40 opy " " d Brenda J LWarden
MY Commission HH 058111
xleirea 10/2&70
oW Expires 10/2&7024
"I 711"z�de
Rogers"Sign Corp.
SALES* SER\ACE9 INSTALLATION 701 S, Lemon Avenue o Brooksville, FL 34601
352.7991923 * rogerssigncorp.com
: '5I-) o' -, ) DateL---
k ", -
To whom it may concern:
as owner/ agent of the property listed below, do give
permission to Rogers' Sign Corp and it agents to secure permit(s) and install signs at the below
mentioned property,
Property address S 6�- jk- L AC.X
State of `L-or'l County of
The foregoing instrument was acknowledged before me this day of
M Ot[fb 2022 by -%ovnas r who is personally known to
me or X who has produced
IgEm
MARY JANE WHITE
Notary Public State of Florida
My Comm Expires 07/26/24
Commission# HH023636
92.99 in
72 in
r
L
28.42 sqft
A Front - Lit Acrylic Face Channel Letters, Mounted on Raceway
' i RIAMW"t i 1 0 -
Precise fastener locations o, by installers.
Conforms to the requiremero
ofthe Florida Building Cod Ae
CLIENTDRAWING #-.
REP:
V(ult) = 140 mph
03225393
- RWR
Exposure category = C
Risk category = 11
John J. Orlando RE LLC
LOCATION: DATE.
DSR'
165 Old Ridge Road 100
Macon, CA 31211 4787311
6945 Gall Blvd
RJR
jjorlando@cox.net
Zephyrhills, FL
Florida registration # 0044089
5" X 8" ALUMINUM RACEWAY
MOUNTING DETAIL SHEET 2
LISTED DISCONNECT
SWITCH (NEC 600-6)
WITHIN SIGHT OF SIGN
PRIMARY ELECTRICAL
(NEC 600-5) SEE ELEC. NOTES
IM13981TV10011122
N.T.S.
th,0*4,,'Edfition (2021_�%',o -104
anoftZ %
%A"
z
L 14 0
IE -
M
LISTED
job 1822RS
sheet I of 3
HILTI 3/8"X 2-1/8"
KWIK BOLT TZ SS 304
WEDGE ANCHOR e'
OR, EQUIVALENT,
o'
CHANNEL LETTER - TYPICAL SECTION - FRONT -LIT PLASTIC FACE
.050ALUMINUM
.040" ALUMINUM
5"RETURN
V TRIMCAP
3/16" ACRYLIC
LED
LISTED BUSHING
1/4" DRAIN HOLES
(LETTERS AND RACEWAY)
Conforms to the requirem4ht,
of the Florida Building Co
CLIENT' DRAWING #:
REP:
V(ult) = 140 mph
X
Exposure category = C 10
03225393
- RWR
= 11 0,1
Risk category 10
John J. Orlando PE LIC t4
X
LOCATION: DATE:
DSR-
1 65 Old Ridge Road 10
Macon, CA 31211 478 731
6945 Gall Blvd
RJR
jjoriando@cox.net
Zephyrhills, FL
Florida registration # 0044089
—
5" X 8" ALUMINUM RACEWAY
q, MOUNTING DETAIL
LISTED DISCONNECT
SWITCH (NEC 600-6)
WITHIN SIGHT OF SIGN
PRIMARY ELECTRICAL
(NEC 600-5) SEE ELEC. NOTES
LED POWER SUPPLY
N.T.S. M
LISTED
Wre /kH rU1UL4V*,0)
ohs 10 4
6 10
Jf
*f 0 1- EA job 1822R5
00000114144 sheet 2 of 3
Job name
Job#
Sign company:
Installation location:
Section 3107 and 1609 of Florida Building Code 2020 and Chapter 30 ASCE 7-16 applies.
Application of wind pressures using the alternative all heights method for components and cladding
Type of structure: raceway mounted LED channel letters
Occupancy Category: II
Wind velocity (3 sec gust), FBC 2020, section 1609.3:
Wind pressure (qz)
50.2 psf
Net Pressure Coeficient (Cnet) from Figure 30.7-2
Components and cladding not in areas of discontinuity - walls and parapets -1.09
Wind Pressure -54.7
Wind load applied between wall and structure, pulling structure away from wall
Load carried by tension in fasteners connecting structure to wall
maximum height of structure to be attached
maximum width of structure to be attached
effective projected area factor
projected area of each component to be attached
wind load
allowable tension load per fastener to
even number of fasteners minimum of 2
number of fasteners practically required due to structure shape
weight of structure is approximately
allowable shear load per fastener to
average shear load per fastener =
Mounting surface construction is: to be determined
Use methods: I through 4
Method 1 - 3/8-16 SS Toggler zip toggle anchors (BCS)
allowable pull out load = 250 lbs
allowable shear out load = 125 lbs
NOTE:. Design assumes that fasteners are installed according to manufacturer's
instructions, using correct size drill.
Method 2 - Lag bolts into framing members.
-use 3/8" galvanized lag bolts with at least 5" of embedment into framing members.
allowable pull out load = 436 pounds
allowable tension load = 680 pounds
Method 3 - 3/8-16 Gr5 through bolts
s/266/safety data bolt strengths identification.pdf
clamp load = 4950 lbs
3.67i ft
715 ft
0,80
22.7 ftA 2
-1244 lbs
250 lbs
-6
6
91 lbs
125 lbs
15.2 lbs
psf
N 90
gi
Aft
ftft No 0044089
jr Z
Method 4 - Hilti 3/8" x 2-1/8" KWIK BOLT TZ2 SS304 WEDGE ANCHOR
ultimate tension load = 1520 lbs
allowable tension load = 760 lbs
ultimate shear load = 1685 lbs
allowable shear load = 842 lbs
NOTE:. Design assumes that fasteners are installed according to manufacturer's
instructions, using correct size drill.
aster/documeiits/hac/9233455513630/Technical-infori-nation-ASSET-DOC-LOC-1543424. P�L f _
References:
ASCE 7-16
The 7th Edition (2020) of the Florida Building Code
John J. Orlando PE LLC 0044089
165 Old Ridge Road sheet: 3 of 3
Macon, GA 31211
(478) 731-5394
jjorlando@cox.net
I magery 02022 Maw TechWogiee, U.S. Geologitni Survey, Map data 02022 Google
Rogers"Sign Corp.
SALES* SER\ACE* INSTALLA11ON 701 S. Lemon Avenue* Brooksville, FL 34601
352.799.1923 e rogerssigncorpcorn
1, Robert F. Rogers, give my permission to Brenda Warden and Robert Rogers
to act as my agent to update my contractor's license, sign applications and any
applicable forms and apply for and pick up the permits listed below.
City of Zephyrhills
53358 th Street
MMFJI���
Mz=
The foregoing instrument was acknowledged before me this —day of
t
10
2022, by Robert Rogers who is personall- known to me
has produced as identification. I
Notary Public State of Florift
N ota ry Sea I Brenda i Warden
A My Commission HH 058111
Expres lOt2WO24