HomeMy WebLinkAbout18-20538 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 205
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20538 Address: 38839 38841 3RD AVE
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-17800-0100
Improv. Cost: 4,600.00 OWNER INFORMATION
Date-issued: 12/07/2018 Name: BARTLETT PAUL
Total Fees: 97.50 Address: 7116 FINALLY RD
Amount Paid: 97.50 PLANT CITY, FL. 33565-7182
Date Paid: 12/07/2018 Phone: (813)361-7254
Work Desc: REROOF METAL
CONTRACTORS APPLICATION FEES
A. BARTLETT ROOFING & CONSTRUCTI REROOF RESIDENTIAL 97.50
V,
OG �
DRY IN ROOF INSP Ins ections Required
TAPE JOINTS RO F I SP
FINAL t7''
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
ONT C O GNATURE PERMIT OFFI R
PERM T EXPIRES IN ONTHS WITHOUT APPROVED INSPECTION
SPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City qfZephyrhilkS Permit Application Fox-813-780-002
Building Department
'.�
Date Received Phone Contact for Permitting
Owner Phone Number
Owner Phone Number
Owner's Address
Owner Phone Number
' . ^
JOB ADDRESS
SUBDIVISION PARoELuD#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR Aoo/ALT F--� SIGN �—1 F--1 oeM8ue*
R |NSTxLL9--REPAIR
PROPOSED USE F—� �ro 'F—1 COMM [---1 oT*ER
TYPE OF CONSTRUCTION �--| BLOCK �—1 FRAME �--� STEEL
DESCRIPTION opWORK
BUILDING SIZE I i SOFOqT/uGs= *s/mxT
F--laV|�o|w�
�--^ VALUATION Op TOTAL CONSTRUCTION
F--�ELECTRICAL AMP SERVICE �--� oVKssN2Rov [--1 VV.R.EC.
=PLVMB|NG
=MEC*Am/CAL VALUATION Vp MECHANICAL INSTALLATION
[--loAS SPECIALTY [---1 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER
1/?COMPANY
Address License# Fff_'773,-;;IszY
ELECTRICIAN COMPANY LYLN
Address Licenaa#
PLUMBER COMPANY
SIGNATURE nsamrsnso .// N_] rcsounms^
Address Licenne#
MECHANICAL COMPANY
SIGNATURE nsemTsnso //_N_] pssuunnc^
Address License#
OTHER COMPANY
SIGNATURE nsmeTsnso 1�,N_] rseuunns^
Address uoonmo#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(1O)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)wm,king days after submittal date. Required qnniu,.Construction Plans,S*onnwau,r Plans v/Silt Fence installed,
Sanitary Facilities&1dumpoter.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach<2>sets uf Engineered Plans.
~^°^PROPERTY SURVEY required for all NEW construction.
Fill out application completely.
Ownur&Contractor sign back of application,notarized
|f over$2soo.a Notice of Commencement isrequired. (A/C upgrades over$rann)
`^ Agent(for the contractor)m Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy nf contract required)
Romofs|fshingles Sewers Service Upgrades A/C Fenums(P|nt/Sunmy/Fvotago)
Driveways-Not over Counter ifon public modwayo.00mdnROW
NOTICE OF DEED : 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: |f the owner has hired o 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 |imyneod as required by law, both the owner and contractor may be cited for o 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 an the
nontnaohzr, that may be on 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 tothe construction of new buildings, change of
use in existing bui{dingm, or expansion of existing bui|dingm, as specified in Pasco County Ordinance numnber89-D7 and
90-07. as amended. The undersigned also undaratando, that such feea, an 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 o certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco CountyVVoter/Sovver 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, aommnended): |f valuation of work io $2.5O0.DOormore, |
certify that |, the app|ioont, have been provided with o copy of the "Florida Construction Lion Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant imsomeone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver itto the^ovvnar^prior bocommencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: | 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 o permit to do work and installation as indicated. | certify that no work or installation has
commenced prior to issuance of permit and that all work will be performed to meet standards of all |amm regulating
conatructiPn. County and City uodeo, zoning regulations, and land development regulations in the jurisdiction. / 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 ofEnvironmental Protection-Cypress Bayheodo, Wetland Anomm and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida VVohor Management Oistrict-WeUn, Cypress Bayheado, Wetland Aneeo, Altering
Watercourses.
- Army Corps ofEnQineero-8eawaUe' Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-WeUa, Wastewater Treatment,
Septic Tanks.
- UG Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authohb+Runwmys.
| understand that the following restrictions apply to the use Vffill:
- Use of fill io not allowed in Flood Zone^V^ unless expressly permitted.
- /f the fill material is to be used in Flood Zone ^A^, it is understood that a drainage plan addressing n
.,compensating volume" will be submitted at time of permitting which is prepared by professional engineer
licensed bythe State ofFlorida.
- |f the fill material is to be used in Flood Zone ^A^ in connection with g permitted building using stem vmaU
construction, | certify that fill will be used only tVfill the area within the obam vvoU.
- If fill matehal is to be used in any area, | certify that use of such fill will not adversely effect adjacent
properties, If use of fill in found to adversely affect adjacent proparties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for |mbm less than one (1)
acre which are elevated by fill, nn engineered drainage plan iorequired.
}f| amthe 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. | understand theta separate permit may be required for electrical vvork,
p|umbing, signs, vvo||e, pools, air cond(tioninQ, goa, 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 iasuonce, 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
maybe naqueeted, in writing, from the Building Official for e period not toexceed ninaty (QO) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TOOWNER: 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 ATTORNEYBEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER OR AGENT CONTRACTOR
Subscribed and swor Zlirted!!)��i
m s Subscribed and sworn to(or affimned)before me this
Who is/are personally known to me"orh6s/have produced Who is/are personally known to me or has/have produced
��sid entification. as identification.
Notary Public NotaryPvbxo
Commission No. Commission No.
813-780-0020 City of Zephyrhills Permit Application Fax-813-789-ULYZ1
Building Department
Date Received phone Contact for Permitting FOS
Owner's Name -pa-u Rri Owner Phone Number
Owner's Address rQ rP Owner Phone Number
Owner Phone Number
JOB ADDRESS 13M I _R d'e in t LOT#
SUBDIVISION F PARCEL ID# 0 r)
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
R INSTALL V-+�REPAIR
PROPOSED USE = SFR tj Comm = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE= HEIGHT
=BUILDING 11 146 66 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE Q DUKE ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
=GAS � ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY 1A_9qr4L-H
S RE 4 J2 REGISTERED I _Y/ N FEECURREN, I Y1,N) r c//
Address License#
ELECTRICIAN COMPANY =
SIGNATURE REGISTERED I Y/ N FEE CURREN LXLN J
Address F_ license# F_
PLUMBER COMPANY =
SIGNATURE l REGISTERED I Y/ N FEE CURREN*
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I YIN FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN L_YLN J
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R=QW Permit for new construction
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence Installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivisionsAar4e 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.
Directions:
WZW!......
Fill out application completely.
Owner&Contractor sign back of application,notarized
if over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owrier authorizing same
OVER THE COUNTER PERMITTING (copy of contract required) .
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
18/11/2018 11:10 7278634273 ABC SUPPLY CO INC PAGE 01/03
Florida Building Cock Odine Page 1 of 2
15
aria u9m UN'rit"Waum i ftToplm j submtsurptame 11 stet afaft i pubwtons fficstaff scis site wo 1 u0b swo
uct Approval
*Upmd Roblic Ow
Asa=uuja).AvolkaLion petall
Fl. FL521147
Application Type Revision
Code Version. 2017
Application Status Approved
Comments.
ArChNod 0
Product manufacturer MILLENNIUM METALS INi,
Addrass/Phoneftail 10200 Eastport Road
Jacksonville.Pl.32218
(904)35$-W66 -
tonvacOmmIZOOO.nat
Authorbvd Slonature James Buckner
jlmrny*4bucklftc.net
Technical Representative, Tanya Steele
AddresVPhonefgMall 10200 Eastport Road
Jacksonville,FL 32218
(904)358-0156.
toriyacOmmlZOOO.nac
Quality Anurance'RepresentbOve
Addrm/Phane/Emall
Category Roofing
Subcategory Metal Roofing
Compliance method gyaluafti Report from a I jorida Registered Architect or a Licensed
Florida Professional.fnill r
Evaluation Report-H apy Received
Florida OQ11nder or ArchltM Name who developed 33MOS L Buckler
the Evaluation Report
Florida 14ense PE-31242
Quality Assurance Entity Keystone Certifications,
Quality Assurance Contract ftPiration Date 09/22/2026
Validated By Steven K Unth,Pe
Validation Cheekilst-I�rftpy ReCeiVed
Certificate of Independence- Fl-5211 RZ 01 ;W1 4119damr.P.S.sc.PDF
Referenced Standard and Year(of Standard)
TAS 12S 2003
UL 1897 2012
UL Sao 2006
Equivalence of Product Standards
Certifteo Oy Florida Licensed Proftolor Engineer or Architect
all Uauiy 52i!Z %andArd Fauly.1ndf
Sections from the Code
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10/11/2.018 11:10 7278634273 ABC SUPPLY CO INC PAGE 02/03
Flp ida B4ilt3ixtg Code Orifine Page 2 of 2
' 4
i
Product Approval Method Method I Option 0
Date Submitted 10/20/2017 f
Data Validated 10/d7/2017
Date Pending FBC Approval 10/29/2017 1
Date Approved 12/1212017• _
i
9 +;soil
FL a Model,Number or Name Description �
5211.1 1-15-V Comp•and"Millennium-W Lapped Roof Pa ei,26 Gauge(Minimum Thickness)Steel,
24"Wide Panel nachga to Wood heck
Limits:of Use Installation It rudNans
Approved for m fit WWI Na 29
Approved for use outside HVNZi Yes Verified By:Ja es 1-Buckner,P.E.to C-Buck,Inc.P.E.
impact Resistant no 031242
Dealign Pressurat+Seta/-Report Created by ndent Third Potty.Yes
Often Refer to Evaluation Report for Limitations and Evaluation Re
Conditions of qse.Refer to mantlfacturar's installation
instructions as a supplemental guide for attachment, Created by In pendant Third party:Yes
5�11.2 2•"Rib Panel" Lapped Roof Pa jet,29 Gauge(Minimum Thwaless)Steet;
36"Wide Panel shod to Wood Deck
Limi"of use InstallationInittructions
Approved for use in HVHZs No FL3211 R7 II 7- c;2-Rib Vtiggilr aek"ER.ridf
Approved for use outside HVHZt Yet Verified By:Ja es L,Buckner,P.E.0 C-Buck,Inc.P.E.
Impact Resistsatt No *31242
Design P"flourat+Sae/-Report Created by In Ipendent Third Party;Yes
Omen Refer to Evaluation Report for Limitations and Evaluation R4 rb •
Conditions of Use,Refer to manufacturers Installation s
Instructions Its o supplemental guide for attachment. I Created by in pen entThifd Party:Yes
S211.3 3-'M•$eam" Snap Lack Roof lanel,26 Gauge(Minimum Thicknew)Steel, I
05"Wide Panat i ttaahed to Wood Deck J
Limits of Use Installation F rlttrtions
Approve0 for use in HVHZ:Nopck-ER.ndf
Approved for use outWde HVHZ;Yet; Verified By:Ja es L Buckner,P.E.0 CBIU IOC.P.E/
impact Resistant;No #31242
Design Presourel 4.9ee/-Report Created by Ind`pendent Third Party:Yes
Qthar;Refer to Evaluation Report for Limitations and Evaluation Rel t!0
Conditions of Use.Refer to manufacturer's installation
Instructions as a supplemental guide ror attachment. Created Ind pendent 1 hi Forty:Yes
F
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'me State Of Florida Is an ANEW SMOloys+,Cap, ht 2 7�,� si U Mnita Of FlFln-t,:i it Rowedrst9�"ne ,
tinder fw da law,eman addresses alit public tecon s.Sr you all,not went-vow soma aptrera ra 'to rtaounlsa to a putln0•records iecuem do not WO
ek vnk man t0 thb sntRv.inseeaa,contact the oft a by than or by tr 01,2 teal moil.V you hava out';Mn%Ple4Sa contact bK4074SO.+Purwent to
Balaton ASGA75W,Fla lds taa,eHacdVa O t by 1,50121 Ilc4I,m nCCroad vadcr Chanter 433,0.Aurk$pm*the oep+rinient trier an 0=9 addrM if'
they have one.The ernafb vmvxW may W Wsed fbr tWidal cgnmunI Otbn wad,the Gcensae.HW4W 4 snail eN==are publll:WAM,If you do not wish to
supprY a OWAnat cddmas,VMS prove the Dsaa une at WM an WO address which tan to if*&an Okla to the public,To deenntlne if you tarp a lima"Water
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Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 04/08/2015
Date Pending FBC Approval 04/13/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
7271.1 2-1/2"Corrugated Panel Min 26 ga., 24"wide through fastened panel with coverage
width of 21-1/4"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 9,odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party: Yes
Design Pressure:+N/A/-129.25 Evaluation Reports
Other: Uplift load of 129.25 psf @ fastener spacing of 24" FL7271 R3 AE EvaluationReportC1999 9.odf
o.c.over 19/32"thick plywood Created by Independent Third Party:Yes
7271.2 5V Min 26 ga.,24"wide through fastened panel over 15/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 10.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-66.3 Evaluation Reports
Other: Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 10.pdf
Created by Independent Third Party:Yes
7271.3 SV Min 29 ga., 24"wide through fastened panel over 15/32"
thick plywood or 7/16"thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II Evaluation ReoortC1999 11 odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-52.5 Evaluation Reports
Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 11.pdf
Created by Independent Third Party:Yes
7271.4 5V Min 26 ga.,24"wide through fastened panel over 19/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II Eva luationReportC1999 1.2.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-120.9 Evaluation Reports
Other: Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE EvaluatlonReportC1999 12 ndf
o.c.for Fastener Pattern 1. Uplift load of 85.8 psf @ fastener Created by Independent Third Party:Yes
spacing of 24"o.c.and 113.1 psf @ fastener spacing of 12"
o.c.for Fastener Pattern 2.
7271.5 SV Min 26 ga.,24"wide through fastened panel over 15/32"or
19/32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluatlonReportC1999 13 pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party: Yes
Design Pressure:+N/A/-150 Evaluation Reports
Other:Uplift load of 150 psf in 19/32"thick plywood for fl 7271 R3 AE EvaluOtionReoortC1999 13 pdf
Fastener Pattern 2 Created by Independent Third Party:Yes
7271.E [A�dvantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 7/16"
thick OSB&15/32"&thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 14 pdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 �
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-112.5 Evaluation Reports
Other: Uplift load of 52.5 psf @ fastener spacing of 6"o.c.
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIOYS 5 G... 7/15/2015
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i Florida Building Code Online Page 3 of'4
and uplift load of 112.5 psf @ fastener spacing of 6"o.c. FL7271 R3 AE EvaluationReoortC1999 14.odf
with structural sealant. Created by Independent Third Party:Yes
7271.7 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32"
&19/32"thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271,R3 II Ev�lutioiiReportC1999_.._].Sdf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +N/A/-107.9 Evaluation Reports
Other:Uplift load of 59.4 psf @ fastener spacing of 6"o.c. FL7271 R3 AE EvaluationReoortC1999 15.odf
in 15/32"plywood.Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party:Yes
of 6"o.c.with structural sealant in 15/32"plywood. Uplift
load of 107.9 psf @ fastener spacing of 4"o.c.with
structural sealant in 19/32"plywood.
7271.8 MasterRib Min 26 ga.,36"wide through fastened panel over 19/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II Eva lua tionRepartC 1999 16.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-114.3 Evaluation Reports
Other:Uplift load of 61.8 psf @ fastener spacing of 30"o.c. FI.7271 R3 AE Eva luationReportC1999 16_pdf
and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes
7271.9 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 17.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-113.1 Evaluation Reports
Other: Uplift load of 45.0 psf @ fastener spacing of 24"o.c. ._S2_-Pvf
&113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party:Yes
7271.10 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32"
thick plywood or 7/16"thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI-7271 R3 II EvaluatlonReoortC1999 18.odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-52.5 Evaluation Reports
Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 18.odf
Created by Independent Third Party:Yes
7271.11 MasterRib Min 29 ga.,36"wide through fastened panel over nom. 1"x
4"furring and 15/32"thick plywood or 7/16"thick OSB
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 19.0f
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-114 Evaluation Reports
Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE Eva]uationReportC1999 19 odf
for Fastener Pattern 2 Created by Independent Third Party:Yes
7271.12 ML200 Min 24 ga.,max 16"wide standing seam metal panel with
double lock seam over metal deck.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 20 odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-116.0 Evaluation Reports
Other:Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE Eva luationReoortC1999 20 odf
116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes
7271.13 PBR Min 26 ga.,36"wide through fastened panel over 15/32"
thick plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 21 odf
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure: +N/A/-52.5 Evaluation Reports
Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReoortC1999 21 odf
Created by Independent Third Party:Yes
7271.14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal
panel over metal deck.
https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDavtEeYwO6ElOYS5G... 7/1.5/2015
'Florida Building Code Online Page 4 of 4
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7271 R3 II EvaluatlonReportC1999 22.odF
Approved for use outside HVHZ:Yes Verified By: Bala Sockalingarn PE 62240
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+N/A/-86.0 Evaluation Reports
Other:Uplift load of 63.5 psf @ clip spacing of 36"o.c.and FL7271 R3 AE Eva IuationReDortC1999 22.pdf
86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes
Dack Next
i
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email 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 mall to'this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact SSo.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
fCCtlri;�atr:Tzuts'
https://floridabuilding.org/pr/pr app dtl.asbx?naram=wGEVXOwtDavtF,eYwO6FIOVIRSC'T 7/15/In1 5
07/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 01/04
I
i
EVALUATION nPORT OF
'X+R N CORRIUGAtWG COMPANY
$19 GA; ASTERM PANEL)
OVER WOOD SUMRT AND ORM
MORRIDA BUILDING CODE Pa'EAITION(2914)
FLOR11DA PRODUCT APPROVAL,
FL 7271:H=R3
ROOHNG
UXTALAWFING
Prelim 0A For,-
Union Corrwgaft Company
P.O.BOX 229
Faye,NC.28302
Telephone: (910):483,04..79
Fax: (910)+383-$$97
Prepared By.
.
Bala Sockaftam,1%.Il.4 P.H.
Florida P•rofes"al Ear#62240
1216.N Lassi.ag AV06,ouite C
Ttdsa,01K 74106
T-010phone; (918)492-5991
VAX-.- (SW 3664443
This report cow:off
Bvsiandon Report(3 Puges including covor)'
1aostapaf$on (1 PS a ,ti�� so-CA ex�f
'.: t'
Report No. C199'g-19. i"�r,� .�
Iaate:310.15 + ,,� .p �ti�,•
....�....�.....urw.,.,r...._o-...w.vw�..�-.....-.•-vv..,.:.v.•.•.w.,...........w.....�.,.-�..,,.-..•...-.•.�•.•.�v.._..—.•.•.•-..,...,...--....-..•.•-..�.,vi.•.-r.y-.w•..w.-.•....�.....�..�w.w....d.n-,m.....v...,.......vwnw,.�,,...�.....�...,.,..v...........�.......,•�•
•07/•16/2015 10:05 7278G34273 ABC SUPPLY CO INC PAGE 02/04
FL 7271.11-R3
C1999-19
3.20.15
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: MasterRib Panel
Panel Description: 36"wide coverage with 3/4"high ribs at 9"o.c.
Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel(ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755).
Support Description: Nom. 1" x 4" (mica) lumber at max. 24" o.c. (Must be designed by
others)
Support Attachment: (1)49 x 3"long wood screw into rafters spaced at max 24"o.c.
New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1.
Required for new construction and optional for reroofing construction.
Existing Underlayment: One layer of asphalt shingles over one layer of 930 felt.For reraofiung
(Optional) construction only.
Deck Description: Min 7/16"thick OSB deck or min. 15/32"thick APA rated plywood or
min. 3/d" thick wood plank (min SG of 0.42) for new and existing
constructions.Designed by others and installed as per FBC 2014.
SIope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2
Design Uplift Pressure: 71 psf for Fastener Pattern 1
(Factor of Safety=2) 114 psf for Fastener Pattern 2
Panel Attachment: #9-15 or #10-14 wood screw with washer. Fastener shall be of
sufficient length to penetrate through the support and deck a minimum
of 3/8".
Pattern 1 @ 9"o.c.across panel width
Fatter 2 @ 5.5"-3.511-5.5"o.c.across panel width
Sidelap Attachment: '/."-14 x 7/8" long SDS with washer@ 24" o.c. Recommended for
(Optional) roof slope less than 3:12.
'test Standards: Panel assembly tested in accordance with ASTM E1592-01 `Test
Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pmsure Difference' and FM 4470
Section 5.5 'Resistance to Foot Traffic'.
Code Compliance- The product described herein has demonstrated compliance with FBC
2014 Section 1507.4
+07/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 03/04
FL 7271.11-R3
C1999-19
3.20.15
Page 3 of 3
Product Limitations. Design wind loads shall be determined,for Each project in accordance
with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
i exceeded. This product is not approved for use in the High Velocity
Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to PBC 2014 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
ftom as accredited laboratory for Ere ratings of this product.
Supporting Documents: ASTM El592 Test Report
ENCON Technology Inc.
CIS11-1,Reporting Date 11/30/11
FM 4470 Test Report
ENCON Technology Inc
C1583-2,Reporting Date 7/24/08
i
SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1" X 4' LUMBER
FOR ROOF SLOPE fg-15 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX.) i
LESS THAN 3:12 ® 9' O.C.
i
i
i
EXISTING UNDERLAYMEMT OSB 7/16' THICK (MIN.) OR
(OPTIONAL) PLYW00D 15/32" THICK (MIN.)
#9 X 3" LONG i
WOOD SCREW '
FASTENER PATTERN MIN. 2k— WOOD RAFTER/JOIST/
TRUSS AT ?d4}C. 24' O.C.
I
SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES N06A. 1' X 4" LUMBER AI
FOR ROOF SLOPE 19-15 OR #10-14 (OPTIONAL) 0 24•' O.C. (MAX.) _
LESS THAN 3:12 0 3.5'-5.5' O.C.
r+
CI
A
EXISTING UNDERLAYMENT OSB 7/16" THICK (MEN.) OR f
(OPTIONAL) PLYWOOD 15/32' THICK (MIN.)
ft� X 3` LONG
AN
WOOD SCREW MIN. 2X— WOOD RAFTER/JOIST/
FASTENER P&UERN TRUSS AT MAX. 24" O.C.
�
!
1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE I
FLORIDA BUILDING CODE CFBC). ALLOWABLE UPLIFT PRESSURE
2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS g
SPECIFIED DN THIS DRAWLNG.
3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS FASTENER PRESSURE !
PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS I PATTERN (PSF)
ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING.
4. ALL FASTENERS MUST BE IN ACCORDANCE WITH ?HIS DRAWING do THE FLORIDA I 71.0
BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
REQUIREMENTS OF THIS DRAWNG & THE CODE. THE CODE SHALL: CONTROL. 2 114.0 S;
5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO W17HSTAND WIND LOADS AS �sam
JEQUIREO FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS.
3/4'
�• 36' —I
MASTERRIB PANEL PROFILE 1 w I
MINmum 29 Gauge, MInfmum Yia[s1 $0 KS
Jacqueline Boges
From: Jacqueline Boges
Sent: Thursday, November 15, 2018 1:29 PM
To: Gail Hamilton
Subject: need review
Gail placing in mainstreet mail box plans for metal roof over for 388413rd Ave . Need the plan back as it will be apart of
the permit file.
Thank you
i
Jackie Boges
813-780-0020 ext 3513
"A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend.His is not a creed,a mere doctrine,but it is He
Himself we have."Dwight L. Moody
Florida has a very broad public records law. Electronic communications regarding most City
of Zephyrhills business are public records and available upon request. Your e-mail
communications may therefore be subject to public disclosure. If you received this message in
error, please do not read, forward, copy, etc. and delete immediately.
i
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 14, &14e�
Date Received:
Site:
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
fin
Kalvin w' er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
' IIIIIIIIIIIIIIIIIillllllllllllllllllllllilllllllllllllllllll
2018188937
Permit No. Parcel ID No l a b gj ep In oro(D
j NOTICE OF COMMENCEMENT
State of T" `�`�T�jJ County of �� 11
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes,
the following Information Is provided in this Notice of Commencement:
1. Description of Property: Parcel Identification No.
Street Address:
2, General Description of Improvement
3. or Information or Lessee Information If the Lessee contracted for the improvement:
Q H LIJ
]C
Z U ix
[z COW
Address City State Z O J
Interest In Property: LLB '1 - � Q'O O CV O �
Name of Fee Simple Titleholder. L. W o t- W 1- w
(If different from Owner listed above) ® fY W Z U D-
0 = -.�
4. Contractor.AddCity. State Imo'- L J L~L i U O
a = 00� ofj
-Addresd F— O N d W O Y i
Contractors Telephone No.: '�� 'SSA City 3 3 5 State U = UO U z
t- J Q
5. Surety: ® > U mLL
U U
Name fY 1-- LL
W a z O_J
OIxOf ►� = QW
Address City State ••J W O 0 Z
Amount of Bond: $ Telephone No.: LL U U O. } O
LL'-O 0 0
8. Lender. ® t- Z fn Uj
Name LU C!) Q J U Q
~ to W LL Z J
Address City State 1�- _ Z t- a m
Lender's Telephone No.: (J� O
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided b
Section 713.13(1)(a)(7),Florida Statutes: y ®� ,•
Name
Address City State m
Telephone Number of Designated Person:
® ao Lt.
B. In addition to himself,the owner designates of ® a 6" •
to receive a copy of the Llenors Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner. a�� • y��
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the '��y •
contractor,but will be one year from the date of recording unless a different date Is specified): 4K
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF F *;y CINTHIA M JEWELL
COUNTY OF PASC PASC ,. • MY COMMISSION 0 GG025tsva Signature of Owner or Lessee,or Owner's or Lessee's Authorized
„ EXPIRES August 29.2020 Officer/Director/P er/Manager
t-)M•.p-fir, K
Signatory's Title.00flicaff
The foregoing Instrument was acknowledged before me this aday,of 0/yby
as (type of authority,e..g.,officer,trustee,attorney in fact)for
(nOMA11of party on behalf of wAl Instrument was er cuted).
c.
Personally Known❑O$Produced Identification Notary Signature
Type of Identification Produced 1 \ L�jl S'� Name(Print) 0 7,,44,4
RCP6-2004458 Ree: 10.00
DS: 0.00 IT: 0.00
11/07/2018 K. D. K., Dpt.y Clerk
PAULA S.0'NEIL,Ph.D.PNSC0 CLERK 4 C_0 PTROLLER
11/07/2018 12:21 m 1 of 1
OR BK 9814 PG 3999
wpdata/bcs/noUcecommencement_pcA53048
. 38artle'tt Roofing Of Centrat .11oribac, Inc. VY\
C/O Richard Bartlett
38408 3rd Ave. Zephyrhills, FL 33542 1
(813) 782-55851 (352) 523-1944 (813) 973-7737 1 FAX � } 780-1805 .
Email: roofingrichard @ yahoo.com Lic. #CCC 132540'
One of the Largest, Oldest, Most dependable Roofing Companies in Central Florida
Specializing in Mobile Home White Commercial Rubber, Shingles & Color Metal Roofing
RESIDENTIAL• COMMERCIAL • MOBILE HOME
LICENSED - INSURED - BONDED
• MEMBER OF THE CHAMBER OF COMMERCE& BETTER BUSINESS BUREAU •
We do everything we can to maintain our A+ rating from the Better Business Bureau
Serving Zephyrhiils,made City, Crystal Springs,Quad Hollow, Wesley chapel, and Surrounding Areas.
We have re-roofed or repaired more roofs(20,000)in the past 44 years, than the four local leading roofing companies combined.
We do not charge extra tees for credit card purchase. Most companies charge 3 to 5%.
Date le4k�a
Name V'+
Address '
Phone 13
w
e tr� 1—P Oil LA—)k ck'—o
r
✓ram /
0 ;
Home Owner
RICQ—.Xqwrent viner A:Bartlett Roofing of Central FL.Inc.
THANK YOU
f Your Business is Appreciated.
Payment upon completion unless previous arrangement made.Warranties pertain to original owner.
All arrangements contingent upon strikes,accidents or delays beyond our control,Owner to carry tire,tornado and other necessary insurance.
Our workers are fully covered by Workmen's Compensation Insurance.Customer is liable tot any charges incurred in collecting this bill. `
qRotten wood is an extra S35 00 per sheet t4•plv7.Rotten fascia is 52.00 per linear toot. Total