HomeMy WebLinkAbout20-22739 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22739
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22739 Address: 5434 5TH ST
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: 11-26-21-0010-09100-0161
Improv. Cost: 16,200.00 OWNER INFORMATION
Date Issued: 4/16/2020 Name: PANZER FRANCIS W & EVELYN T REVO
Total Fees: 187.50 Address: 38716 2ND AVE
Amount Paid: 187.50 ZEPHYRHILLS, FL 33542
Date Paid: 4/16/2020 Phone: (727)364-6441
Work Desc: METAL REROOF
CONTRACTORS APPLICATION FEES
METRO ROOFING LLC REROOF RESIDENTIAL 187.50
DRY IN ROOF IN P Ins ections Required
TAPE JOINTS OOF INSP
FINAL .r
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.
Al41 -&'
CONTRACTOR SIGNATURE PERMIT OFFItYR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-700-0020 City of Zephyrhills Permit Application Fax-813-78MO21
Building Department
Date Received — Phone Contact for Permitting ( )
!K4E9E1'
i1 �?E6<Y
Owners Name t G n e- S 1` n Z c rr' Owner Phone Number
Owners Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS .� �� �f LOT#
SUBDIVISION F PARCEL ID# J) '�/- AID/® - /00 0/G
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR I rX ADD/ALT SIGN Q Q DEMOLISH
INSTALL L REPAIR
PROPOSED USE d SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK F E = STEEL =
DESCRIPTION OF WORK ./!7a 4 ra O
BUILDING SIZE So FOOTAGE HEIGHT
UILDING $ g/ oo VALUATION OF TOTAL CONSTRUCTION L
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ . 1 C--()
�G
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING Q SPECIALTY = OTHER l
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 3 !�
BUILDER FCOMPANY
SIGNATURE REGIsrEREg Y/N FEE CURREN LY/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y!N
Address 4
License#
OTHER �( =COMPANY ' /p L L C
SIGNATURE �1 REGISTERED Y/N FEE CURREN I Y/N
Address L 4W, oc 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 subdivisionsilarge 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:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letterfrom owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades AIC Fences(PlottSurvey/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 ail 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 will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
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
FLORIDA JURAT(F.S.117.03)OWNER OR AGENT CONTRACTOR
Subscribed andbswom to(or affirmed)before me this S scribed and b om tot(yI a ffjgngd),¢efae�thti; q
Who is/are personally known to me or has/have produced is/a errsogal k''o//J to 1111�Nfor Ilhasihave producedC
as identification. as identification.
Notary Public Notary Public
Commission No. C 'missio
JACQUELINE 0009
Name of Notary typed,printed or stamped Name of N p r(t
�
oar EXPIree December 12.2022
'�'� OP F��"• &Mod Ttvu TM Fein 11111011M$00.385-7019
'PBR' PANEL ALL STEEL BUILDINGS LACE 1—14 R 1 1/4'SCREW
IN EVERY FLAT FOR THE
SCREW DOWN PATTERN AND PLACE L I 12%3/4' STITCH INTERMEDIATE RUNS.
PLACE SCREWS EVERY
SCREW N THE PANEL LAP 76.O.C.(HA%INUI°.
PROJECT: COMPONENTS, INC. EVERY ID' TO 24
10159 U.S. HWY. 41 SOUTH TYPICAL VALLEY ° ° °
GIBSONTON, FL. 33534 DETAIL RAX
PH # 813-671-8044 SEALANT VALLEY 0 0 0 L.
166MPH ult/o sd/130o sd ROOF SLOPE FAX # 813-671-8602 MOISTURE BARRIER
(3 SEC, GUST) FBC 2014 CHANGE 'PBR'/'R' PANEL (BY OTHERS) G 0 0 0
5 T H EDITION PBR'/'R' PANEL MOISTURE BY OTHERS)IER WOOD SCREW to,
PRODUCT APPROVAL 102 WOOD 0
# FL4525,5 & ,6 GRIP SCREW
OR EQUIVALENT °
° ° Q It ° °
UBSTRA
NOTE: TRANSITION TRIM D PLACE 2—14 R 1 1/4•SCREV
ROOF PANEL MAY PLYWOOD SUBSTRATE IN EVERRY FL EAVE AT
PALONG THE
OVERHANG THE EAVE A 14XSUBSTRATE PHR'/'R' PANEL
MAXIMUM OF 4 INCHES. NOTE: ROOF AREAS WITH A PITCH CHANGE RIP WOOD
BETWEEN 170 & 180 DEG. SHALL BE 14
GRIP SCREW
COVERED BY ONE CONT. PANEL (NO MOISTURE BARRIER
TRANSITION FLASHING REQUIRED). (BY OTHERS) I' X 4' WOOD
NOTE: RUNNERS
ROOF PANEL MUST �1ONG—U% 7/8 NEW IOX3 DECK RUNNERS
HAVE A MINIMUM PLYWOOD LONG—UFE UIPTEK — SCREW or 3' RING
SUBSTRATE SHANK NAIL.
Y2:12 ROOF SLOPE. (USED TO SECURE 1j
WOOD RUNNER)
FIELD KNOTCH RIGID BOARD
TRANSITION TRIM INSULATION
26 GA. 'PBR' PANEL 14 X 1 1/4' SCREW NOTE: (OPTIONAL).
FIELD KNOTCH TRANSITION TRIM
AROUND HIGH OF PANEL, MASTIC & NEW/EXIST.
CLOSURES ARE OPTIONAL. PLYWOOD
SUBSTRATE OR IN III ltmF Imp
TORCH DOWN OR `
SHINGLES COVERED }I
NEW IOX3 DECK BY 30 LB. FELT
SCREW OR 3' RING (FELT IS NEW/EXISTING
NEW I'X4' WOOD RUNNERS SHANK NAIL. OPTIONAL), ROOF TRUSS
TYP. PANEL LAP (OPTIONAL) I HEREDY CERTIFY THAT 114AVC D.W. SMITH, PE, # 53608
REVIEWED THIS PLAN AND FIND IT TO FLORIDA PRDYESSI°aL ENGINIR L=4C HOMER 33608
12 X 3/4' SCREW HE IN NEW/EXISTING PLYWOOD SUBSTRATE THE FLORIDA DSUILIOING CODE 2011ANCE WITH E3TH1EDITION PROJECTS ENGINEERING CONSULTANT
ELASTOMERIC TAPE (OPTIONAL) (PANEL CAN BE APPLIED OVER ssw WAII.AStta1 NUVE- M QTA,rLMIM oasas
SHINGLES (MAX. ONE LAYER) MOE#2SR-M-430 fUt 32-sat-M7 E-01U enfWlee rV r l
SHINGLES/PLYWOOD MAY BE COVERED
V ult DESIGN PRESSURE FROM RISK CATEGORY I MAP BY 30 LB. FELT (FELT IS OPTIONAL).
HAVE BEEN CONVERTED TO Vasd PER FBC 1609.3.1 EQ'N 16-32 2��7 DAVID V,SMITH PE,M53608 & '
Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE...
i fitBusiness .
a.
BCIS Home I Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map i Links Search
Florida
04 Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>App6mtion Detall
FL# FL4525-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 7
ALL WORK SHALL COMPLY WITH PREVA IUN0
Product Manufacturer Metal Building Supplies,LGODES FLORIDA BUILDING 000E,
Address/Phone/Email 800 E.Donegan Ave NATIONAL ELECTRIC CODE,
Kissimmee,FL 34744 AND THE CITY OF ZEPt�YRWILLS
Flva I i d ation
(407) ORDINANCES
ion@yah oo.com @
Authorized Signature Scott Prossen
flvalidation@yahoo.com
Technical Representative
Address/Phone/Email REVIEW DATE
Quality Assurance Representative CITYOF ZEPf'I
Address/Phone/Emall PLAN EXAMINER
!W,,—'�
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Locke Bowden
the Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 05/01/2024
Validated By Zachary R. Priest,P.E.
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL4525 R4 COI_FL 4525 Metal Building Supplies 2017 Metal Roofing
FINAL-crss.pdf
Referenced Standard and Year(of Standard) Standard Year
FM 4471 1992
TAS 100 1995
TAS 125 2003
UL1897 2012
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
1 of 3 4/1/2020,2:41 PM
Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE...
Product Approval Method Method 1 Option D
Date Submitted 09/19/2017
Date Validated 10/12/2017
Date Pending FBC Approval 10/18/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
4525.1 24 Ga. 1.0 Nail Strip 1.0 Nail Strip 24 Ga. 16"Wide Roof Panel over 15/32"APA
Rated Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4525 R4_II_FL 4525 Metal Building Supplies 2017 Metal
Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf
Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704
Design Pressure: +N/A/-153.5psf Created by Independent Third Party:Yes
Other:-59.75 psf. @ 16"o.c.fastener spacing.-101.0 psf @ Evaluation Reports
6 3/4"o.c.fastener spacing.-153.5 psf @ 6 3/4"o.c. FL4525 R4_AE_FL 4525 Metal Building Supplies 2017 Metal
fastener spacing.Install per manufacturers details.Not for Roofing FINAL-crss.pdf
use in HVHZ Zones. Created by Independent Third Party:Yes
4525.2 24 Ga. 1.5 Snap Lock 1.5 Snap Lock 24 Ga.Roof Panel over APA Rated Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal
Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf
Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704
Design Pressure: +N/A/-116.Opsf Created by Independent Third Party:Yes
Other:-86.0 psf @ 24"o.c.-108.5 psf @ 12"o.c.-116.0 psf Evaluation Reports
@ 6"o.c.Install per manufacturer's details.For use in HVHZ FL4525 R4 AE_FL 4525 Metal Building Supplies 2017 Metal
Zones. Roofing FINAL-crss.pdf
Created by Independent Third Party: Yes
4525.3 26 Ga.3/4"Ultra Rib 26 Ga.3/4"Ultra Rib over APA Rated Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal
Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf
Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704
Design Pressure:+N/A/-159.2PSF Created by Independent Third Party:Yes
Other:-71.75 psf @ 24"o.c.fastener pattern.-159.25 psf Evaluation Reports
@ 12"o.c.fastener pattern.Install per manufacturers FL4525 R4_AE_FL 4525 Metal Building Supplies 2017 Metal
installation details.For use in HVHZ Zones. Roofing FINAL-crss.pdf
Created by Independent Third Party:Yes
4525.4 26 Ga.3/4"Ultra Rib 26 Ga.3/4"Rib Roof Panel over 1x4 SYP Wood Purlins over
APA Rated Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal
Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf
Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704
Design Pressure: +N/A/-164.2psf Created by Independent Third Party:Yes
Other:-106.75 psf @ 24"o.c.-164.25 psf @ 12"o.c.Install Evaluation Reports
per manufacturers details.For use in HVHZ Zones. FL4525 R4 AE FL 4525 Metal Building Supplies 2017 Metal
Roofing FINAL-crss.pdf
Created by Independent Third Party:Yes
4525.5 26 Ga.PBR 26 Ga.PBR Roof Panel over 1x4 SYP Wood Purlins over APA
Rated Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4525_R4_II—FL 4525 Metal Building Supplies 2017 Metal
Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf
Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704
Design Pressure:+N/A/-151.7PSF Created by Independent Third Party:Yes
Other:-100.5 psf @ 24"o.c.-151.75 psf @ 12"o.c.Install Evaluation Reports
per manufacturers installation details.For use in HVHZ Zones. FL4525 R4 AE_FL 4525 Metal Building Supplies 2017 Metal
Roofing FINAL-crss.pdf
Created by Independent Third Party:Yes
4525.6 26 Ga.PBR 26 Ga.PBR 36"Wide over APA Rated Plywood
2 of 3 4/l/2020,2:41 PM
Florida Building Code Online https://www.floridabuflding.org/pr/pil_appjtl.aspx?param=wGE...
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal
Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf
Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704
Design Pressure:+N/A/-154.7PSF Created by Independent Third Party:Yes
Other:-60.5 psf @ 24"o.c.-154.75 psf @ 12"o.c.Install Evaluation Reports
per manufacturers installation details.For use in HVHZ Zones. FL4525 R4 AE FL 4525 Metal Building Supplies 2017 Metal
Roofing FINAL-crss.pdf
Created by Independent Third Party:Yes
4525.7 Min.29 Ga.3/4"Ultra Rib Min.29 Ga.3/4"Rib over 15/32"APA Plywood and 29 Ga.
over 1x4 SYP wood purlins
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4525 R4 II FL 4525 Metal Building Supplies 2017 Metal
Approved for use outside HVHZ:Yes Roofing FINAL-crss.pdf
Impact Resistant:N/A Verified By: Locke Bowden,P.E.49704
Design Pressure:+N/A/-146.Opsf Created by Independent Third Party:Yes
Other:Over Plywood-84.25 psf. @ 24"D.C.-146.0 psf @ 12" Evaluation Reports
o.c.Over 1x4's-45psf@24"o.c,-175.5psf@12"o.c:Install per FL4525 R4 AE FL 4525 Metal Building Supplies 2017 Metal
manufacturers details. Not for use in HVHZ Zones. Roofing FINAL-crss.pdf
Created by Independent Third Party:Yes
--ck Nert
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Cnpydght 2007-2013 State of Florida.::Prwa Statement::Accessibfty Statement::ReSmd statemenr
Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send electronic
mal to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*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 emais provided maybe 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 avalable to the public.To determine if you are a licensee under Chapter 455,F.S.,
Please click here.
Product Approval Accepts:
® ® ® ectiEck M
Credit Card
Safe
3 of 3 4/1/2020,2:41 PM
'Product Re�ort Manufacturer: Metal Building Suppl,les, LL.C..,,
800 E. Donegan Ave.
Kissimmee, FL 32531
(407)935-9714
ProductFlorida •..
Comp iantwit F on a Bu W—ng—Co-a—eIGHT1b e Chapters 1504,1506,1507,2528,1523
Compliant with Florida Product Approval Rule#61G20-3
Compliant Quality Assurance Program: Keystone Certifications "Design Pressures Margin of Safety 2.1
Fl-4S2S,1 Procluct: IiQ Nail Strip 24GA Nori-Structu,ral Application NON-HVHZ
16"wide roof panel 50ksi "tall rib w/slotted strip/snap lock Substrate:15/32"APA plywood over max.24"o.c.
supports spacing,Y"Minimum penetration through plywood.Corrosion Resistant Compliant Fastener Panel Slot:(1)#10-13 x
1"GP Pancake Type A.Corrosion Resistant Compliant Fastener Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A.
Underlayment:Self-adhered roofing underlayment_min.40.mil thickness. Minimum Slope shall comply with FBC 2017,6'h ed.
Design Pressure": Fastener Spacing:
-59.75 PSF Panel Slot @ 16"o.c.
-101.0 PSF-.. Panel Slot @ 6%"o.c.
-153.5 PSF Panel Slot @ 6 K"Panel Pan @ 12"o.c.
16"wide roof panel 50ksi 1 W tall rib Substrate:15/32"APA plywood existing over max.24"o.c.support spacing.
FOR HVHZ:.19/32"APA plywood new construction over supports @ 24"o.c. Y,"min.penetration through plywood.Corrosion
Resistant Compliant Fastener(2)#12-11 x 1 Pancake Type A. Clips:1500SNS,Fixed,18GA,3 W long, Valspar Fluropon
Paint coating(optional)for metal panel.Installation per manufacturer's recommended details.Fire Barrier:'/.""Dens Deck or
approved equal.2:12 min.slope shall comply w/FBC 2017,6a'ed. USE RAS 133 FOR HVHZ.
Design Pressure": Fastener Spacing:
-86.0 PSF 2 Fasteners per Clip @ 24"o.c.
109.5 PSF 2 Fasteners per Clip @ 12"o.c.
-116.0 PSF_ 2 Fasteners per Clip @ 6"o.c.
Product:FL 45Z5.3 • e • . Panel 26GA Over APA ... • Application'
36"wide roof
panel 80ksi W tall rib @ 9"o.c.thru fastened.Substrate:Min.15/32"APA plywood existing construction
over one layer of asphalt shingle(optional)over max.24"o.c.supports spacing,Y"min.penetration through plywood.
FOR HVHZ 19/32"APA plywood new construction over supports @ 24"o.c.Corrosion Resistant Compliant Fastener#9-15 x 1
'_/:"Woodgrip w/sealing washing or approved equal.Valspar Fluropon Paint coating(optional)For metal panel. Installation
per manufacturer's recommended details.Fire Barrier:Y""Dens Deck"or approved equal. 2:12 min.slope shall comply w/
FBC 2017,6t'ed.For slopes less than 3:22,lap sealant must be used in panel side laps. USE RAS 133 FOR HVHZ
Design Pressures*: Fastener Spacing:
-71.75 PSF 9"x 9"x 9"x 9"@_24"o.c.
159.25 PSF 6.5"x 2.5"x 6.5"x 2.5"x 6.5"x2.5"k6.5"x .S"@ 12"
FL 4525.4 ProductiRib Panel Z6GA Over e Wood Purlins Nbn-StructuralApplicatio,
36"wide roof panel 80ksi Y"tall rib @ 9"o.c.thru fastened.Substrate:Min.W No.2 SYP wood purlins over min.
15/32"APA plywood over max.24"o.c.supports spacing,1x4 wood purlins fastened to plywood w/8DX2 W Ring Shank nails
at max.4"o.c.Corrosion Resistant Compliant Fastener#9-15 x I W Woodgrip w/sealing washing or approved equal,1/4"
min.penetration through plywood.Valspar Fluropon Paint coating(optional).Installation per manufacturer's recommended
details.Fire Barrier:'/.""Dens Deck"or approved equal. 2:12 min.slope shall comply w/FBC 2017,6v'ed.For slopes less than
3:12,lap sealant must be used in panel side laps. USE RAS 133 FOR HVHZ
Design Pressures'': _ Fastener Spacing:
-106.75 PSF 9"x 9"x 9"x 9"@ 24"O.C.
164.25 PSF 9"x 9"x 9"x 9"@ 12"'o.c.
!FL 4525.S Product,: e . OverPurlins Non-Structural Application H;VHZ
36"wide roof panel 80ksi I W tall rib @12"o.c.thru fastened.Substrate:Min.1x4 No.2 SYP over 15/32"plywood
existing construction over 24"o.c.supports spacing,W wood purlins fastened to plywood w/8DX2 W Ring Shank nails at
max.4"o.c.,min.Y'penetration through plywood. USE RAS 133 FOR HVHZ
FOR HVHZ 19/32"APA Plywood New Construction.Corrosion Resistant Compliant Fastener#9-15 x 1-1/2"Woodgrip w/
sealing washer,or approved equal,''/•-14 x 7/8"lap screw w/sealing washer @ 24"o.c.in panel side lap.Valspar Fluropon
paint coating(optional. Installation per manufacturer's recommended details.Fire Barrier:Y""Dens Deck"or approved
equal. 2:12 min,slope shall comply w/FBC 2017,6•'ed.For slopes less than 3:22,lap sealant must be used in panel side laps.
Design Pressure**: Fastener Spacing:
-100.5 PSF 12"x 12"x 12"@ 24"o.c.
-151.75 PSF ..... ---7".x 5"x 7"x 5"x 7"x5"@ 12"-o.c.
Product:FL 4525.6 Over ... -
36"wide roof panel 80ks( -2 Ve"tall rib @12"'o.c.thru fastened.Substrate:Min.15/32"APA plywood existing
construction over one layer of asphalt shingle(optional)over 24"o.c.supports spacing,'/."min.penetration through plywood.
FOR HVHZ 19/32"APA plywood new construction,Corrosion Resistant Compliant Fastener#9-1S x 1-1/2"Woodgrip w/sealing
washer,or approved equal,%-14 x 7/8"lap screw w/sealing washer @ 24"o.c.in panel side lap.Valspar Fluropon paint coating
(optional for metal panel) Installation per manufacturer's recommended details.Fire Barrier:W"Dens Deck"or approved equal.
2:12 min.slope shall comply w/FBC 2017,6"'ed.For slopes less than 3:12,lap sealant must be used in panel side laps.USE RAS
133 FOR HVHZ
Design Pressure**: Fastener Spacing:
-60.S PSF 12"x 12"x 12"@ 24"o.c.
154.75 PSF 7"is 5"x 7"x 5"x 7"x5"@ 12"o.c.
FL 4525.7 Product: 29GA ULTRA Rib Over Plywood Non-Structural Application NON-HVHZ
36"wide roof panel 80ksi K"rib thru fastened. ,%"min.penetration through plywood.Corrosion Resistant Compliant
Fastener#9-15 x 1-1/2"HWH Woodgrip w/sealing washing or approved equal.Min.Slope shall comply with FBC 2017,6t'ed.
For slopes less than 3:12,sealant must be used in side laps.-Substrate:Min.15/32"APA Plywood over 24"o.c.supports spacing
Design Pressure**: Fastener Spacing:-
-84.25 PSF 9"x,9"X 9"X 9".@ 24"O.C. .
-146.0 PSF &S"x 2.5"X 6.5"X'2.5"X 6.5"x2.S"X6.5"x .5"@ 12"O.C.
FL 4525.8 Product:29(3A ULTRA Rib Over NON-HVHZ
36"wide roof panel 80 ksi %"rib thru fastened 1x4 SYP Wood Purlins over one layer of asphalt shingles(optional)over
min.7/16"OSS or min.1S/32"APA Plywood over supports 24"o.c.max.spacing.Corrosion Resistant Compliant Fastener
#20-16 x 1.5"HWH wood screw w/sealing washer.Additional fastening for Rib w/1x4s:Decking to be attached w/8D X 2-2/2"
nails spaced 6"o.c.along perimeter and 22"o.c.at intermediate supports.Min.Slope shall comply with FBC 2017,6'h ed.
Design Pressure": Fastener Spacing:
=45 PSF @mod' O.C.
Reference Data: -157.S-PSF @ 12"O.C.
FORCE ENGINEERING&TESTING(TST-5328) #72-0314T-06 UL 580-941/1897-491(20061-/20042)
FARABAUGH ENGINEERING&TESTING(TST 16S4) #T158-07 TAS 100-95
FORCE ENGINEERING&TESTING(TST-5328) #72-0108T 07 TAS 125-03,UL 580-941/1897-982(20061/20042)
FARABAUGH ENGINEERING&TESTING(TST-1654) #107-07 TAS 100-95
PRI CONSTRUCTION MATERIAL TECHNOLOGIES(TST-5878) #VLS4XI4-02-01/VLS-005-02-01 TAS 110-00(ASTM G 1551 ASTM B 117)
FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 A-C TAS 125-03,UL 580-941/2897-982(20061/20042)
FARABAUGH ENGINEERING&TESTING(TST-1654) #T126.07 TAS 100-9S
FARABUAGH ENGINEERING&TESTING(TST-1654) #T270-08 TAS 10D-95
FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 D-F TAS 125-03,UL 580-94111897-982(20061/20042)
FARABAUGH ENGINEERING&TESTING(TST-1654) #T328-07 TAS 100.9S
FARABAUGH ENGINEERING&TESTING(TST-16S4) #T272-09 TAS 100-95
FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-061-1. TAS 125-03,UL SW941/1897-992(20061/200421
FARABAUGH ENGINEERING&TESTING(TST-1654) #T129-07 TAS 100.95
FARABAUGH ENGINEERING&TESTING(TST-16S4) #T273-08 TAS 300-95
FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 G-I TAS 125-03,UL 580-941/1897-982(20061/200421
FARABAUGH ENGINEERING&TESTING(TST-1654) #T132-07 TAS 100-95
FARABAUGH ENGINEERING&TESTING(TST-16S4) #T271-08 TAS 100-95
FORCE ENGINEERING&TESTING(TST-5328) #84-0239T-06 M&N UL 580441/1897-982(20061/20042)
FORCE ENGINEERING&TESTING(TST 5328) #84-0237T-09 C FM 4471-953
PRI CONSTRUCTION MATERIAL TECHNOLOGIES, #FAE-019-02-01. UL 580-06/UL,1897-042
EQUIVALENCY: UL SM941 IS EQUIVALENT TO UL So-"TESTSTANDARD.
UL 1897-042 IS EQUIVALENT TO UL 1897-12 TEST STANDARD.
FM 4471-9S IS EQUIVALENT TO FM 4471-1992 TEST STANDARD.
Certificate of Independence: o•'g1{�i l�Q'r'.,,�
Locke Bowden,P.E.does not have,not will acquire a financial Interest in any cgfhq n puwuiactbjiIII r distributing products
-,
under this evaluation. 4;�- * •4�CENSr •, -,:,%�
Locke Bowden,P.E.is not owned,operated,or controlled by any company,Man Wact per,.o . sributing products under this
ID
report. _ •?
al
STATE 0�
oA . Z
�r�f�::lll{1►1•�
METAL BUILDING SUPPLIES
LIMITATIONS AND INSTALLATION DETAILS
METAL ROOFING
Limitations:
�. Underlayments to be in compliance with current Florida Building Code
(FBC)2017 6th ed. Chapter 1507 chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and
per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3.
a. Compliance Method: 1-D
s. Engineering analysis for "project specific approval by local authorities,wi,th
jurisdiction is allowed by other registered engineers.
6. Fire classification is not part of this acceptance.
7. Shear diaphragm values are outside this report.
s. Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for
Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading.
9. This report does not imply,warranty, installation, recommended product use
outside of this report.
i
s '
j 1.0 Nail Strip-Non-HVHZ
1 WPE ! FASTENER. PATTERN TYPE 2 FASTENER PATTERN
p �5., '� 1 Y�' I Y' 1 Y' 1 f•
7 I (— --
010-13 X 1" GP TYPE A PANCAKE -/'-" � --
J `(2) #10-1 1 X 1" ECLIPSE HEAD ® 12" O.C.
P0-13 x 1- GP TYPE A PANCAKE PER PANEL
® 6 3/4" O.C.
1.S Snap Lock-HVHZ
1s•
(2) 112-11 x 1" PANCAKE TYPE A
PER CLIP
1500SNS FIXED CUP
26GA Ultra Rib-HVHZ
ME-I F"Kff PAMAN
-f9-15 e 1 1/2" WOODGRiP W/ SEALING WASHER AT 24" 0 C.
DPE.1.flSIFtiD3_PAIIE@N
L In• - .t,TY. _,n• 7 Iir ,/1• ..7.,n' .In 2;n' cfntab me iiw,
#9-15 x 1 1/2" WOOOGRIP W/ SEALING WASHER AT 12" O:C.
26GA Ultra Rib over W SYP wood purlins-HVHZ
TYPE I FASTENER PATTERN
1x4 WOOD PURLINS 2 24' O.C. ATTACHED TO PLYWOOD
W/ (1) BDx2.5' RING SHANK NAIL 2 4. O.C. MAX
09-I5 1 1/2'WOODGRIP �` ..
9'-9'-9'-9' FASTENER PATTERN Q 24' aC 15/32' PLYWOOD
'TYPE 2 FASTENER PATTERN
4x4 WOOD PURLINS e 24' O.C. ATTACHED TO PLYWOOD
W/ (1) 8Dx2.5' RING SHANK NAIL R 4' O.C. MAX
I
19-15.1 1/2'WDODW 15/32' PLYWOOD
FASTENER PATTERN 2 le aC
26 GA PBR-HVHZ Type 1 fastening 12"-12"-12"@24"ox.
Type 2 fastening 7"-5"-7"-5"-7"-5"@ 12"o.c.
%"x140/8" @24"ox. lap tek screws in panel laps
PBR-PANEL 26 GA.
_ 36"caverbge
_ 12" ,-
4- 4� 4• n
6' h
i f
38.5'
29 GA Ultra Rib-HVHZ Type 1 fastening 9"-9"-9"-9" @24"o.c.
Type 2 fastening 6-1/2"-2-1/2"-6-1/2"-2-1/2"-6-1/2"-2-1/2"-6-1/2"-2-1/2"@12"o.c.
%"x140/8"@24" ox. lap tek screws in panel laps
NU-AG PANEL 24&26 GA
36'coverage
r 38' 1.
29 GA Ultra Rib over SYP 1x4's-Non-HVHZ*
36"
Coverage
9 TYP #10-16 x 1.5'HWH wood screw with sealing washer
Fastening pattern For sp—imen tk1 124"o.c-battens)
36"
Coverage
91TYP —� #10.16'x 1.5"HWH wood screw with sealing washer
Fastening pathern For specimen 02 11211 o_c_battens)
"Drawing provided by PRI Construction Materials Technologies
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: 4 av &
-0-S
Date Received: '(- Z-;Zo
Site: s� � 5� (�F
Permit Type: 0-r
Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑
This coWsheetept�permit and/or plans.
APR 0 7 2020
Kalvin er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
INSTR#202005S7155 OR BK 1 0082 PG 2953 Page 1 of 1
04l06/2020 01:28 PM Rcpt:2151395 Rec:10.00 DS:0.00 IT:0.00
i
I
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No. 11-za_21-ooto-osloao161
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT.
I. Description Of property ftal desc*don) TOWN OF ZEPHYRHILLS PB 1 PG 54 LOTS 15 THRU 21 INCL BLOCK 91
a) Street Address: 5434 5TH STREET,ZEPHYRHILLS.FL 33542
2. General description of improvements REMOVE DUSTING SHINGLE ROOF.INSTALL NEW METAL ROOF.
3. Owner Information
a) Name and address: PANZER FRANCIS W R EVELYN T REVOCABLE LIV TRUST PANZER FRANCIS W&EVELYN T TRUSTEES
b) Name and address of fee simple titleholder(if other than owner)
C) Interest in property OWNERS
4. Contractor Information
a) Name and address: METRO ROOFING LLC 3152 LITTLE ROAD SUITE 3M TRINITY FL 346M
b) Telephone No.: 7274,98-0a75 Fax No.(Opt)
5. Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fax No.(Opt)
6. Lender
a) Name and address:
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served;
a) Name and address:
b) Telephone No.: Fax No.(Opt)
8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No.(Opt)
9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is
specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED EVIPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO CINOY M CHYLE
=• •`=MY COMMISSION a f3G093230 lgnature OF Owner or Owner's Autho Officer/DuectorlPartrler/Manager
• EXPIRLS July 23.2021 FjekWUS r••I�N
Name
d t
The foregoing' was acknowledged before me this day of /` 20'� ,lry
eroaA�C L S ia n�(as (type of authority,e.g.officer,trustee,attorney in fact)for
(name f party on behalf of w ent was exe ). p4/
Personally Known_OR Produced Identlfi Notary Signature �.
Type of Identification Produced QS2A'4 U4 013 O . Name(print)
i
Verification pursuant to Section 92.525,Florida Statutes.Under,penalties ofperjury,I declare that I have read the foregoing and that the facts stated ;
in it are true to the best of my knowledge and belief.
FORMSmoc.tvsaom
Signaima of Natural Pecan Signing Above
A8 l AindiM Ae
8311081MOO 12 M8310R) ' AAIN
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1]&no OG 3HI]O AdOO10 38800 ONV 3n8
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