HomeMy WebLinkAbout19-22068 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22068
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22068 Address: 5642 16TH ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-10700-0160
Improv. Cost: 19,018.00 OWNER INFORMATION
Date Issued: 11/20/2019 Name: REEDY, ELI
Total Fees: 210.00 Address: 5642 16TH ST
Amount Paid: 210.00 ZEPHYRHILLS, FL. 33542
Date Paid: 11/20/2019 Phone: (813)267-0220
Work Desc: CONSTRUCT METAL BUILDING 24 X 25
CONTRACTORS APPLICATION FEES
SOUTHEAST BUILDING AND SHED LLC BUILDING FEE 210.00
V
c
FRAME
Ins ections Required
-
SHEATHING
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 is-recor o this county, and there may be additional permits required from other governmental
entities suc as water management, state agencies or federal agencies.
"Warninwto 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.
RAC OR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting
------- ....................
ownees Name /-77-1 Owner Phone Number
Owner'sAddressEZUV Owner Phone Number
Owner Phone Number
L
JOB ADDRESS OJ22Q Ao 2�M Z2�9 YHIZLS 2-35VI:2 1 LOT III I
'SUBDIVISION PARCEL -10r
40 -6)110
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRR ADDIALT SIGN DEMOLISH
e INSTALL REPAIR
PROPOSED USE Q SFR F-1 COMM OTHER I
TYPE OF CONSTRUCTION BLOCK Q FRAME Q STEEL
DESCRIPTION OF WORK
BUILDING SIZE 1. a4lX C9 �3— 1 So FOOTAGE HEIGHT
W#2WH SWIM
=BUILDING 1$ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE Q DUKE ENERGY 0 W.R.E.C.
=PLUMBING $
=MECHANICAL 1$ 14 1 VALUATION OF MECHANICAL INSTALLATION
=GAS Q ROOFING CJ SPECIALTY OTHER*
FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA =YES NO
BUILDER fjoPCOMPANY -I-
SIGNATURE
ED 5
f REGISTERED YIN T FEE COROIEN I Y/N
-2-Y—I—il
Addressg3D VIA]LLD A wbz License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRB L_UNj
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREt,
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Ljl_N J FEE CURREN
Address License# F—
OTHER COM ANY
SIGNATURE REGIS RED Y/ N FEE cuRREN Y/N
Address License#0
++4+ .....
' �e'rnit for now construction,
RESIDENTIAL Attach(2)Plot Plans:(2)sets of Building Plans;(1)set IF En FoForms;R�;W r
Minimum ton(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.
AU1 a I W N M 0 0 i i a 0 0 R A a R a M ff ff ff i ff E ff ff 0 5 1 N I N I ff v E N 11 N I a m E 2 N ff N N ff I!ff 1 1 l N ff 0 R W N v m v i i i i i i W 9 K ff 9 W a I i I a M i i i i i 5 v a I v i x N a i I v a v 0
-------------- ----
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (NC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(forthe owner)would be someone with notarized litter 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
r
17CE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
:h may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
likable deed restrictions.
.ICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: if the owner has hired a contractor or
tractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
ractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
.r state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
tded work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
). Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
ons of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
ractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
1ty. - - _ - -- - - - - - -- - - - -- -
NSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
in existing buildings, or expansion of existing buildings, as specked in Pasco County Ordinance number 89-07 and
7, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
iitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
ving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
STRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended): If valuation of work is$2,600.00 or more, I
y that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
iction Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
,r it to the'owner"prior to commencement.
TRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
e done in compliance with all applicable laws regulating construction, zoning and land development. Application is
>y made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
Fenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
ruction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
✓that I understand that the regulations of other government agencies may apply to the intended work, and that it is
sponsibility 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,WaterMastewater 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.
trstand 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 permif issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
fidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
ing, signs, wells, pools, air conditioning, gas, or other installations not specifically included'in the application. A
issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or.
ide any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
ng a correction of errors in plans, construction or violations of any codes. Every permit issued shalt become invalid
the work authorized by such permit is commenced within six months of permit issuance, or,if work authorized by
rmit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
e requested, in writing, from the Building Official for a period not to exceed ninety(90) days and will demonstrate
ble cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
IING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
C TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
1fOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
A JURAT(F.S.117.03)
OR AGENT CONTRACTOR
ad and sworn to or affirmed before me this Subscribed and swom to or-aff rmed`before me-this�--.
re personally known to me or hasihave produced Who islare personally known to me or has/have produced
as identification. as identification.
Notary Public Notary Public
.Ion No. Commission No.
Notary typed,printed or stamped Name of Notary typed,printed or stamped
r
Model,Number
'lL# i or Name Description
�11-
14081. i "GRANDBEAM ;Lapped Roof Panel-Exposed Fastener Steel Roof Panel i
mechanically attached to steel purlins.
Limits of Use Installation Instructions
Approved for use in FL14081-R3.-H_.1__GrandbeamOnSteelPurlins EVALREPOR
HVHZ:No T.pdf =: ._.
Approved for use outside Verified By:James L.Buckner,P.E. @ CBUCK,Inc P.E.
HVHZ:Yes #31242
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/- a Evaluation Reports
67.5 ! FL14081 .R3 AE 1 GrandbeamOnSteelPurlins EVALREPO
Other:Refer to j RT.pdf --
Evaluation Report for Created by Independent Third Parry:Yes
Conditions and Limits of
Use. Refer to
manufacturer's installation '
instructions as a
supplemental guide for
attachment.
00"OBUCK
Entoos, wwrir
r'.trUC=ft 4W rw memo CB inc Certf/liote ojAuthoNiatlon ARM
Evaluation Report
"GRANDBEAM®„
Metal Roof Assembly
Manufacturer:
Fabral, Inc.
3449 Hempland Road
Lancaster, Pennsylvania 17601
(800)ssa-a4s4
for
Florida Product Approval
# FL 14081.1 R3
Florida Building Code 6th Edition (2017)
Method: 1- D
Category: Structural Components
Sub-Category: Roof Deck
Product: "GRANDBEAM"Roof Panel
Material: Steel
Support: Steel Purlins
Facsimile of ftital copy signed by
James L Budmer,P.E.
Electronlcaliysigned and sealed documents shah
Prepared by: comply with the provisions of FAC Rule 61615.23.
��ttttiirUri
James L.Buckner, P.E.,S,E.C.B. �.eu •,,�
Florida Professional Engineer#31242 `� :•ucEnisF •..F,P%
Florida Evaluation ANE ID: 1926
Project Manager.Diana Galloway = r�o31242 •.*
Report No.17-134-GB-S6P-ER W
(Revises 15134-GB S6P-Eli FL24081.1 RZ) '�0'�`s.STATE OF
p•�(���'�`•
Date: 10/5/17 �s SON....
Contents:.
��rNunttt��
Evaluation Report Pages 1-7 /1
2017.10.11 13:33:36-WOO1
- CBUCK,Inc.dba CBUCK Engineering
Phone:(561)491-9927•Email:cbuck0cbuckinc.net•Webslte:.www.cbuckinc.net
Business:1374 Community Dr.,Jupiter,FL 33459-Corp/Mailing:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062 {
Fl.#: FL 14081.1 R3
Date: 10/5/17
-GB S6P ER
4 C` --: - - Page Report No.: 4 2 of 7
Spr2cldth 0 5trL= u�a1 E�IgtPiP�fUIC2 --- -caUcrt,lritn certtficote of,QudrorizatJon#8tt64
Manufacturer: Fabral,Inc.
3449 Nempland Road
Lancaster,Pennsylvania 17601
(800)8844484
hWir&Iww--w.fabraLcorril
Product Name: "GRANDBEAM"
Product Category: Structural Components
Product Sub-Category Roof Deck
Compliance Method: State Product Approval Rule 61G20-3.005(1)(d)
Product/System "GRANDBEAM"Roof Panel
Description: Lapped,Exposed Fastener Steel Roof Panel.mechanically attached to steel purlins.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
Support: Type:
Steel Purlins
(Design of steel support and its attachment to support framing Is outside the
scope of this evaluation.)
Description:
• 14 Gauge minimum
Yield Strength: 50 ksl minimum
Slope: Minimum slope shall be in compliance with FBC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind!Uplift Resistance:
Design Uplift Pressure: -67.3 PSF
FL#: FL 14081.1 R3
_
Date: 10 j 5/17
i17-
_ Page Report
No.:3 of 74-GB-S6P-ER
Speciaihy Sfiructurai r=ngl1f1EwPr nql CeOrA Ina certtjlcateofAutti0iizatlon+V8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roo,f Assemblies
• UL 1897-12—Uplift test for roof covering systems
Standards Equivalency: The UL 580-94, UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards In UL 580-06, UL 1997-12
adopted by the Florida Building Code 6th Edition (2017) for use as evaluated in
this report.
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
Evaluation Report This product evaluation is limited to compliance with the structural requirements
Scope: of the Florida Building Code, as related to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • Diaphragm and axial load capacity is outside the scope of this evaluation.
Conditions of Use: . Design of support system is outside the scope of this report. Support shall be
designed by others and shall comply with the FBC Chapters 22 for steel and
Chapter 16 for structural loading.
• All metal components and fasteners shall be corrosion resistant in accordance
with applicable sections of FBC,including but not limited to Sections 1504.3.2,
1506.6 and 1507.4.4.
• Scope of"Limitations and Conditions of Use"for this evaluation:
t is evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which Include
"Limitations and Conditions of Use"throughout the report in accordance with
Rule 61G20-3.005, Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approvar.
• 0a ion.for-appiicatlon outside"Limitations and Conditlons of Use"
Rule 61G20-3.005(1f(e) allows engineering analysis for "project specific
approval by the local authorities having jurisdiction in accordance with the
alternate methods and materials authorized in the Code".Any modification of
the product as evaluated In this report and approved by the Florida Building
Commission is outside the scope of this evaluation and will be the
responsibility of others.
• Fire Classification is outside the scope of Rule 61G20.3, and is therefore not
Included In this evaluation,
• This evaluation report does not evaluate the use of this product for use in the
Nigh Velocity Hurricane Zone code section.(Dade&Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality j
assurance entity through UL,LLC (FBC Organization ID#QUA 9625).
a
FL#: Fl.14081.1 R3
Date: 10/5/17
Report No.:17-134-GB-S6P=ER
r page 4 of 7
i
Specialty Structural 6r mw Inn C06Ck in CerHJicate of Authorlaatfon#8064
Components/Materials: Roof Panel: "GRANDBEAM"
Material: Steel
Thickness: 26 gauge min.
Panel Width: 36"(max.)Coverage
Rib Height: 7/81"
Yield Strength: 40 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3
Fastener:(Panel to Support&Side laps)
Type: Hex-Head Self-drilling Screw w/WSW
Size: #12 x 1"
Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4
Standard: Approved Per FBC 1507.4.4
Installation: installation'Method:
(Refer to'TABLE A"below and drawings at the end of this report.)
■ Purlin Spacing: Refer to"TABLE A"Below
■ Fastener Spacing: 9"o.c.(max.)
• One(1)fastener(at each purlin intersection)
■ Side Lap Spacing: 12"o.c.
(along the length of the end laps and within 3"from each end)
■ Rib Interlock:Lapped
■ Minimum fastener penetration thru bottom of support,3/4";.
(through flange of steel purllns)
TABLE'uA" -
-_ ALLOWABLE LOADS„ -
METHOD 1:
Design Pressure: - -67.5 PSF
Fastener Spacing(max.): 91"
Max.Support Spacing: 48"
Side Lap Spacing: 12"
Span Condition: 3 or more
Notes:
• Allowable design pressure(s)for allowable stress design(ASD).
• Fastener Attachment to Steel Supports May Be Designed By A Qualified
Design Professional As Required By The Florida Building Code For Site Specific
Projects.
+ Diaphragm and axial load capacity are not Included In this evaluation.
Install the"GRANDBEAM"roof panel assembly in compliance with the Installation
method listed in this report and applicable code sections of FBC 6th Edition
(2017).The installation method described herein is in accordance with the scope
of this evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
FL#: FL 14081.1 R3
Date: 10/5/17
Report No.:17-134-GB-S6P-ER
... UCK I �i Page 5 of 7
F'
i
'SFIPGk ff-ti Struetural Engine g1nq C8UCt4 orizotivn#8064
Referenced Data: 1. UL580-94/UL1897-98 Uplift Test
Architectural Testing,Inc.(FBC Organization ID#TST 1558)
Report#70328.01-109-44 Date: 2106/07
2. Equivalency of Test Standard Certification
By James L.Buckner,P.E.@ CBUCK Engineering(FBC organization#ANE 1916)
3. Quality Assurance
UL,LLC (FBC Organization ID#QUA 9625)
4. Certification of Independence
By James L.Buckner,P.E.@ CBUCK Engineering
e
FL#: FL 14081.1 R3
Date: 10/5/17
Report
g,�rt No.:�7�4-GB-SGP-ER
Specialty Structural Englneerm CBU Y Inc Certlf vate ofAuthodurdon ihis
Installation Method
Fabral.. Inc.
"GRANDBEAM" Steel Roof Panel attached to Steel Purlins
Drawines
i�
3G Coverage
1
718"
Typical Panel Profile
„_ __..___ Grandteam Panel
#12 x 1"F(UUH Screw #12 x 1"F WH Screw
IT=along side laps
Steel Pullin
Roof Assembly Profile
Typical Fastening Pattern along Supports
a
i
_ FL#: FL 14081.1 R3
'i Date: 10/5/17
ngReport No..27-134-GB S6P-ERq;neeri
Page 7 of 7
i4�P R Dlrtj Strueturrai engfneNering MUCK,Inc Cerdflcate ofAuthorization#8064
installation Method
Fabral, Inc.
"GRANDBEAM"Steel Roof Panel attached to Steel Purlins
Grandbeam Panel Sidelap:
-- #12 x 1"HWH Screw
#12 x 1"
HVVH Screw Steel PurHn
Typical Roof Assembly Isometric View
TABLE"A"
METHOD 1:
Design Pressure: -67.5 PSF
Fastener Spacing: 9"
Max.Support Spacing: 48"
Side Lap Spacing: 12"
Span Condition: 3 or more
Kalvin Switzer
From: Rodney Corriveau
Sent: Wednesday, November 6, 2019 8:45 AM
To: Kalvin Switzer
Subject: RE: 5642 16th St Shed
Yes it is fine. It is under the threshold for size and because it is a flatfoot,one story home an exception can be made to
height. Can we require a wheeled run-up (or driveway)to the base of the building?
ZEPHYRHILLS-HOMETOWN AMERICA IN THE HEART OF TAMPA BAY!
Rodney V. Corriveau, AICP
Senior Planner
Zephyrhills City Hall
Planning Department
5335 8th St.
Zephyrhills, FL 33542
Phone: 813.780.0201
Fax: 813.780.0005
Under Florida law,e-mail addresses are public records. If you do not want your e-mail address released in response to a
Public records request,do not send electronic mail to this office.
From: Kalvin Switzer<kswitzer@ci.zephyrhills.fl.us>
Sent:Tuesday, November 05,2019 1:51 PM
To: Rodney Corriveau<RCorriveau@ci.zephyrhills.fl.us>
Subject: 564216th St Shed
So you are ok with this going in?
Thanks,
/ralx SiUitze�
Building Inspector
Plans Examineer
Fire Inspector
City of Zephyrhills
5335 8t'St
Zephyrhills FL 33542
(813) 780-0020 Ext 3509
i
Southeast Building and Shed
35252 Gall Blvd. Zephyrhills, FI 33542
813-312-4030 .
Date: 11/20/2019
To: City of Zephyrhills
ATT:Jacqueline Borges
From: Robert Badia
Southeast Building and Shed
Please allow Randy J Lopez and/or Daniel M Pierce to submit and pick up any permits and/or
applications on behalf of Southeast Building and Shed.
Thankyou
Robert Badia
Contractor CBC 1263379
Aall
The foregoing instrument was acknowledged before me this 20� day of Q , by
;+ c JACQUELINE BOGES
AmF
CommissionsGG216467
ExpiresDece` mba12,2022
�' 9OnWThtu Troy Fan Inaurence 800 3C;
i�
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 54 \ l/t
Date Received:
Site:
Permit Type: 24Y 2,,5
Approved w/no comments:❑ Approved w/the below comments: V29 Denied w/the below comments:X/9
❑
c/9
This comment sheet shall be kept with the permit and/or plans.
Kalvin !�K—
Plans Examiner NQY 1 a or an or Homeowner
(Required when comments are present)