HomeMy WebLinkAbout20-541 D
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City of Zephyrhills
_.A� PERMIT:NUMBERr
r = 5335 Eighth Street ;_ ;
Zephyrhills, Fl-33542 BGR-000541-2020
t^ s Phone: (813)780-0020 Issue Date: 08/20/2020
r- Fax: (813)780-0021
Permit Type: Building General (Residential)
}s'` Pro a Number F. : , ,
p rty R, r Street Address ,z
35 25 21 0010 08800 0000 7348 Gall Blvd
,ca:;, e . .5+.•<.a- .-.' -- :• - A+:'a•:.A�- .... :s -- - v: .:a n^
Owner Information.:. Perms#rinfor``mafion ,:° Contr,,acfon Information -; ,
Name: PROVEST TOWNVIEW LLC& Permit Type:Building General(Residential) Contractor: FOSTER ROOFING
MISSION HILLS EQUITIES LLC Class of Work:Reroof ENTERPRISE INC
Address: Po Box 515 Total Valuation:$37,150.00
HUDSON,FL 12534-0515 Total Fees:$338.63
Amount Paid:$338.63
Phone: Date Paid:8/20/2020 8:11:54 _ t
Pro'ect Descr"i" tion"" r :< _
INSTALLATION TPO REROOF
'Application F�eess: :t �. - � ,t � ���,� :�� ��. � �. • a:�'��
Building Permit Fee $225.75 Building Plan Review Fee $112.88
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"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 add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CON CTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-78W20 City of ZephyThffls Permit Application Fax-813780-M21
Building Department
Date Received Phone Con.tact for Permitting (X-)4
'414'5041 all 4444M 04?4 small%a Owner's Nam uc�\t e s A--TaLrlvjrAJ-) f6-Wl Owner Phone Number
Ownees Address BD-)L r-;v5 VAJ Km N q Owner Phone Number F-
Fee Simple Titleholder Memo Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS v r'-au 1'7)\\ki LOT. F-7
SUBDIVISION PARCEL ID# I OnOb
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CON.STRR 91 ADD/ALT SIGN Q DEMOLISH INSTALL REPAIR
PROPOSED USE Q SFR r--J COMM OTHER
TYPE OF coNmucnOfil 0 BLOCK E] FRAME STEEL
DESCRIPTION OF WORK
BUILDING
SIZE C SO FOOTAG EF HEIGHT
-CS-9-4-
"BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY O W.R.E.C.
=PLUMBING 1$
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS —L ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Liaj
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED YIN FEE CUMEN Lyj N_J
Address F— I License#
PLUMBER COMPANY =
SIGNATURE REGISTERED YIN FEECUPJW4 L-XLN—i
Address F— License 9
MECHANICAL COMPANY
SIGNATURE I REGISTERED I YIN FEE CURREN I YIN
Address A License#
COMPANY OTHER :t
SIGNATURE REGISTERED I YIN FEE cuRFtEm,,./L—Y I N—J I
Address 66-� vmmia 34eb License#Fe TY I 13 61
eaaaaaitaaaatttlz��aler�Ili,all�e,ertA�aszA�ItAa�aea�Aa•:A:aA:<IIalAateall�satltatA:al a,
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&I dumpster:Site Work Permit for subdivislonsaarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa 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 wt Slit Fence Installed,
Sanitary Facilities&I clumpster.Site Work Permit for all now projects.AD commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
Fill out application completely.
Owner&Contractor sign back of application,notafted
ff over$2S00,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 owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rerools if shingles Sewers Service Upgrades A/C Fences(Pfot(Survey/Footage)
Driveways-Not Over Counter if on public roadways-needs ROW
813-78D-0020 City of Zephyrhills Permit Application Fax-8i3-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject todeed'restrictions'which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable dead restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or ooftactiors;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 taw,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-Mg.
Furthermore,R 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 property licensed and is
not entitled to penniffing privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands
that Transportation impact Few 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 trvvoW a certificate of occupancy or final
power release,the few 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 car*that 1.the applicant,
have been provided wilh a copy of the'Florida Construction Lion law—Homeowner's Protection Guider prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the lommer',I certify that I have obtained a copy of the above described
document and promise in good fialth to deliver it to the'owner'prior to commencement'
CONTRACTOR'SIOWNER'S AFFIDAVIT--I certify that all the information In this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development Application is hereby made to obtain a permit to do work and inslatiation as
indicated.I car*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
lam 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 Itmilaid to:
- Department of Environmental Protection-Cypress Bayheads,Welland Areas and Environmentally Sensitive
Lands,WaterAAfastewater Treatment
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland 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 W, 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 W 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 fit 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,canoes,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 emors In plans,constiuction or violations of any codes.Every permit Issued shall become Invalid unless the work
authorbmd by such permit is commenced within six months of permit issuance,or Jfwork authorized by the permit is suspended or abandoned for a
period of sb((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,this job is considered
abandoned.
WARNING TO OWNER.' YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR 1 PROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN,FINANCING,CONSULT
WITH YOJJR LE A�^imwe%'
EFORE RECOR CQMMFNCFMFNT
FLORIDA JURAT(F.S.1 .0
OWNER OR AGENT CONTRACTOR.
&;Jyand swcirrj=�)b"kZwithis -=nn-4 before
V 7 -X\0 W IN Y
W10
tome or hasithave produced isfdre to rifelor fosMave produced
fi*I—Tos?�W as identication.' Wtio as identification.
DM ubtic NotaryPublic
.ISSA W- 1
Commission No. Commission No \J
Name of Notary typed,printed or stamped
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INS TR#2020128141 OR BK 10162 PG 3040 Page 1 of 1
Ot3fO6t2020 02 44 PM Rcpt 219D471 Rec:1O.O0 D&O.QO IT:O.00
Nikki Alvarez,Sowles,Esq.,Pasco County Clerk&Comptroller
[" Permd Number
KeyNtmtber
NOTICE OF COMMENCEMENT
TfUSAREAM PZSERVM FOR CLSOC of THE COURT CERnflM ITOK
THE UNDERSIGNED hereb glves n - that Improvements 4 be made to certain real property,and in awordence with Section 713.of the
Florida Statutes,the to 0o rmaiion is vided in this NOTICE OF COMMENCEMENT.
I.oescriptionofprop ilegal 1.T +�NyF%CA^^j�cS-t�—y—R.CZ�. '7-15' 0�-C)Ol�-
a)Sheet(lob}Ad y 6 "t Au. 1 i �t C0.D
2.Generat description of pr Reroaf
3.Ownerfnfbanallon or LMWWormation if the Lessee contracted forthe Impmverlient:
a)Nameandaddress:'i?4 -4%5-'t:-Vb6oyj-4 ASScc. "Y O %0-A SIS, N►.rasar► K`t 1X534
b)Name and address of fee simple bllehoiderpi'difSerent than Owner usted above)
c)fiwest in property: Owner
j 4.Contracmrltrfomta6on r�
a}NanazndaW.. 50 _V e G Vt l�
h)Telephone No.: Fax No.:(optional)
5.Surely(if appricable,a copy of the paymentbond fs attached)
a)Name and address;
b)TeiephoneKV,
c)Amount of Bond:
6 Lender
a)Natne and address:
b)TelephonoNo.: 13 00 3Z.1. IS 3-A
7.Persons within the State of Florida designated by thvnerupon whom noficas or otherdocuments maybe served as provided by Section
i 713.13(1)(a)T.,Florida Statutes:
a)Name and address: c++a arc 3�afa.�iry err.``r'A. 10%'11-XSZS 1 h-SAX QU Sw-te
b)TeW,or--No.: FaxNe.:(optionaf;
&a.ln adMontohbm&orbersetf,,Ninerdesignates of
to receive a copy of the Ltences Notice as provided in Section 713.13(1)(b),Florida Statutes.
b)Phons Number of Person or Entity designated try Ovmec
9.Expiration date of notice el commencement(tbe expiration date may notbe before the completion of construction and final payment to the
mnira:doc but vrif be 1 yearftm the dais of recording unless a difterentdate is ecifi : ,20
WARNING TO OWNER:ANY PAnIENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF CONiMCE$IENT ARE f
t CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713,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 i
!THE 10B SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN j
ATrORNEY BEFORE COtt CiNGWORKOR RECORDING YOUR NOTICE OFCOMMENCEMENT. !
Tr'wa'�V SA�u.•..en., i'u'+�r—rt�Qn
t of Omer"Lwxe,oiG=efsari. 'stAu UTM
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i Srata -Rr�ris�..NC:t,:s`•Ca�tCCoontvaf_���'-tic
fo mg instrument ryas acknowledged before me this `7 dayof
by
..-- {A�amemPerson) (erpeotaWnarity,...ag.a•P.c�.trustee,atwsmerintacq
for� (rtm, of party Onbdhaifofw,r"
PersonatiyKnown ❑ Produced ID
Type e ID �� JL No'ey Sig tlu
Print ame .it,..
T Sarah T VanAtphen
( Notary Public,State of New York
No.01VA6155049
Qualified in Columbia County
My Cormnussion Expires OCtOber 23,Z
81512019 Florida Building Code Online
susiness & ProfessionalRegulation
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USER:Public User
> > >Application Detail
rrrra7zr.+�p FL# FL5293-1134
Application Type Revision
Cade Version 2017
Application Status Approved
Comments
Archived {.
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parssppany,NJ 07054
(800)766-3411
mstieh@gafcom
Authorized Signature Robert Nieminen
Irelth@nemoetc.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany,NJ 07054
(800)766-3411
TechnicalQuestionsGAF@gaf.com JUVQ&W IMTZ: a
Cr'Y OF ZVW2/TL-2U4,
Quality Assurance Representative iiMKNG(;tf`iRCI AL
Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
:i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida Ucense PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/17/2021
Validated By Jahn W.Knezevich,PE
dJ Validation Checklist-Hardcopy Received
Certificate of Independence ELS293 R34 �r�t 20i9 ei �+t tEt4itdF�+ oef
Referenced Standard and Year(of Standard) standuld Year
ASTM D6878 2011
FM 4470 2012
FM 4474 2011
TAS 114 2011
Equivalence of Product Standards
Certified By
Sections from the Code
httpsJMvwwfloridabuitding.orgiprlpr app dli.aspx?param=wGEVXQwtDquwVcULes7wTHoOxyQc%2bd0LCM7AKPswacd8gngVsbigvA%3d°/o3d 112
8/6/2019 Florida Building Code Online .
Product Approval Method Method 1 Option D
Date Submitted 04/17/2019
Date Validated 04/21/2019
Date Pending FBC Approval 04/25/2019
Date Approved 06/18/2019
Date Revised 06/19/2019
Summary of Products
FL# Model,Number or Name Description
5293.1 EverGuard TPO Single-Ply Roof Single-ply,thermoplastic polyolefin roofing systems
Membrane Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5293 R34 II 2019 04 FINAL At ER GAF EG
Approved for use outside HVHZ:Yes TPO FL5293-R34.odf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-502.5 Created by Independent Third Party:Yes
Other:1.)The design pressure noted in this application Evaluation Reports
relates to one specific assembly in the ER Appendix.Refer to FL5293 R34 AE 2019 04 FINAL ER GAF EG TPO FL5293-
the ER Appendix for all systems and associated max.design au.=
pressures.2.)Refer to ER Section 5 for Limits of Use Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer..Cgowiaht 2007-2013 52jt of Florida.::Ptivacv Statement::Accessibility Statement::Refund Statement
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
mall to this entity.Instead,contact the office by phone or by traditional mail,if you have any questions,please contact 850.487.139S.*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 emalls
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 haL.
Product Approval Accepts:
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https://www.floridabuilding.org/prlpr app dtl.aspx?param=wGEVXQwtDquwVcULes7wTHoOxyQc%2bdOLCM7AKPswaod8gngVsblgvAOA3d%3d 212
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TABLE 2.1 STEEL or STRUCTURAL CONCRETE DECKS-NE�-VCONSTRUCTION' REROOF(T-'AR-OFF)o,RECOVER
S�STEM T�PE D-1� NIECHANICALLYATTACHED ROOF COVER
Ro
c.-, ve
Dec
System
smN lu. 40)
.Type meat
Membrane
h
(Note ne
S-395. Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/8 In.Barbed 6-Inch o.c.within 5-Inch wide laps spaced 114.5-inch -45.0
Grade 80 steel combination,min.1.5-Inch attach XHD Plates o.c.and sealed with a 1,75-inch heat weld.
S-396. Min.22 ga.,type 8, One or more layers,any Prelim. EverGuard TPO Drill-Tec SXHD with Drill-Tec 2 3/4 In.Barbed 12-Inch o.c.within 6-Inch wide laps spaced 114-Inch -45.0
Grade 80 steel combination,min.1-Inch attach SXHD Plates o.c.and sealed with a 1.5-Inch heat weld.
Drill-Tec XHD with Drill-Tec 2-3/8 In.Barbed
Min.22 ga,type 8, one or more layers,any Prelim. XHD Plates,Drill-Tee Eyehook AccuSeam Plates 6-Inch o.c.within 6-inch wide laps spaced 138-inch o.c.
S-397. Grade 80 steel combination,min.1-inch attach EverGuard TPO or Drill-Tec:2 In.Double Barbed XHD Plates or and sealed with a 1.5-Inch heat weld. -45.0
Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 In.
Barbed SXHD Plates
Drill-Tec XHD with Drill-Tec 2-3/8 in.Barbed
Min.18 ga.,type 8, One or more layers,any Prelim. XHD Plates,Drill-Tec:Eyehook AccuSeam Plates 6-inch o.c.within 6-Inch wide laps spaced 138-Inch o.c.
S-398. Grade 33 steel combination,min.I-Inch attach EverGuard TPO or Drill-Tec 2 in.Double Barbed XHD Plates or and sealed with a 1.5-Inch heat weld. -45.0
Drill-Tec:XHD or SXHD with Drill-Tec 2 3/4 In.
Barbed SXHD Plates
Drill-Tec#14 Fasteners with Drill-Tec 2-3/8 In.
S-399. Structural concrete One or more layers,any Prelim. EverGuard TPO Barbed XHD Plates,Drill-Tec:Eyehook AccuSeam 6-Inch o.c.within 6-Inch wide laps spaced 138-inch o.c. -45.0
combination,min.I-Inch attach Plates,Drill-Tec 2 In.Double Barbed XHD Plates and sealed with a 1.5-Inch heat weld.
or Drill-Tec 2 3/4 In.Barbed SXHD Plates
5-400. Min.22 ga.,type 8, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec:2 In.Double Barbed 12-Inch o.c.within 6-Inch wide laps spaced 54-Inch O.C. -52.5
Grade 40 steel combination,min.1-Inch attach XHD Plates and sealed with a 1.5-inch heat weld.
5-401. Min.22 ga.,type 8, One or more layers,any Prelim. EverGuard TPO Drill-Tec:XHD with Drill-Tec 2 3/4 In.Barbed 12-Inch o.c.within 6-Inch wide laps spaced 66-inch o.c -52.5
Grade 40 steel combination,min.I-Inch attach SXHD Plates - and sealed with a 1.5-Inch heat weld.
Drih-tec XHD with Drill-Tec,2-3/8 in.Barbed,
Min:-2. 6-inch:o.C.withih 6-Inch-widellpps spaced,114-inch o.c.
)2'ga*4,tly'e',6, One moreii''rs,any, Prelim
S-402.., ye T%ierGuarcl TPO: .XHD Plates,Drill-Tec Eyehook AccuSeam Plates
6rade*33'stiel combinattlim,,mim.1-IncW attach :-arid-sealed,with 6-1.5-Inch heat weld."'
or Drill-Tec 2 in.Double Barbed XHD Plates
Prelim. Drill-Tec#14 or Drill-Tec CD-10 fasteners with
5-403. Structural concrete One or more layers,any attach or EverGuard TPO Drill-Tec 2 In.Double Barbed XHD Plates,Drill- 6-Inch o.c.within 6-Inch wide laps spaced 114-Inch o.c. -52.5
combination,min.1.5-Inch OBSOO Tee 2-3/8 In.Barbed XHD Plates or Drill-Tec and sealed with a 1.5-Inch heat weld.
Eyehook AccuSeam Plates
Min.22 ga.,type 8, One or more layers,any Prelim. Drill-Tec:XHD With Drill-Tec 2 3/8 In.Barbed 6-Inch o.c.within 5-inch wide laps spaced 115-inch o.c.
S-404. Grade 80 steel combination,min.1.5-Inch attach EverGuard TPO XHD Plates or Drill-Tec 2 In.Double Barbed XHD and sealed with a 1.5-Inch heat weld. -52.5
Plates
S-405. Min.22 ga,type 8, one or more layers,any Prelim. EverGuard TPO Driti-Tec XHD or SXHD with Drill-Tec 2 3/4 in. 6-Inch o.c.within 6-Inch wide laps spaced 138-Inch o.c. -S2.S
Grade 80 steel combination,min.1-Inch attach Barbed SXHD Plates . and sealed with a 1.5-Inch heat weld.
S-406. Structural concrete One or more layers,any Prelim. EverGuard TPO Drill-Tec#14 Fasteners with Drill-Tec 2 3/4 in. 6-Inch o.c.within 6-Inch wide laps spaced 138-Inch o.c. -52.5
combination,min.1-Inch attach Barbed SXHD Plates and sealed with a 1.54nch heat weld.
S-407. Min.22 ga.,type B, one or more layers,any Prelim' EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/8 In.Barbed 6-inch o.c.within 6-inch wide laps spaced 54-Inch o.c. -60.0
Grade 33 steel combination,min.1.5-Inch attach XHD Plates and sealed with a 1.5-Inch heat weld.
S-408. Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/4 In.Barbed 12-Inch o.c.within 6-Inch wide laps spaced 54-Inch o.c. -60.0
Grade 40 steel combination,min.1-Inch attach SXHD Plates and sealed with a 1.5-1 nch heat weld.
NOW MIK Evaluation Report 01506.09.05-R35 for FtSZ93-114114
Certificate of Authorization#32455 6-Man rAln IK NON I%W EVALUATION Revision 35:04/15/2019
Prepared by;Robert Nlemlnen,PE-59266 GAF EverGuard TPO Slagle-Ply Root Membrane Systems,(800)766-3411 Appendix 1,Page 63 of 115
8/5/2019 Florida Building Code Online
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FL# FL5293-1134
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer GAF
Address/Phone/Email 1 Campus Drive
Parisppany,NJ 07054
(800)766-3411
mstieh@gaf.com
b Authorized Signature Robert Nieminen
Ireith@nemoetc.com
Technical Representative William Broussard
Address/Phone/Email 1 Campus Drive
Parsippany,NJ 07054
(800)766-3411
TechnicalQuestionsGAF@gaf.com jUY=W ITT. 2a
C 'y Ql Uftly LC
Quality Assurance Representative n1YL 'IiG QAN^]'$`1AL
- Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
Compliance Method •Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/17/2021
Validated By John W.Knezevich,PE
rd Validation Checklist-Hardcopy Received
Certificate of Independence FL5293 R34 G6i 2019 01 C91 NIEMINEN,W
Referenced Standard and Year(of Standard) Standard Year
ASTM D6878 2011
FM 4470 2012
FM 4474, 2011
TAS 114 2011
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquWVcULes7wTHo0xyQc%2bdOLCM7AKPswaod8gngVsbigvA%3d%3d 1/2
8/5/2019 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 04/17/2019
Date Validated 04/21/2019
Date Pending FBC Approval 04/25/2019
Date Approved 06/18/2019
Date Revised 06/19/2019
Summary of Products
FL# Model,Number or Name Description
5293.1 EverGuard TPO Single-Ply Roof Single-ply,thermoplastic polyolefin roofing systems
Membrane Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No EL5223 R34 II 2019 04 FINAL Q ER GAF EG
Approved for use outside HVHZ:Yes TPI® FLS293-R34.pdf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-502.5 Created by Independent Third Party:Yes
Other:1.)The design pressure noted in this application Evaluation Reports
relates to one specific assembly in the ER Appendix.Refer to FL5223 R34 AE 2012 04 FINAL ER GAF EG TPl9 FL5293-
the ER Appendix for all systems and associated max,design It3A.odf
pressures.2.)Refer to ER Section 5 for Limits of Use Created by Independent Third Party:Yes
Back P.M.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Comydoht 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
mail to this entity.Instead,contact the office by phone or by traditional mail.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 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 b9 .
Product Approval Accepts:
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CONCRETETABLE2.1: STEEL OR STRUCTURAL ••• • OR RECOVER
SYSTEMTYPED-1: e ROOF CO ER
System No. Deck Insulation(Note 14) Roof Cover MDP
(Note 1) Type Attach Membrane Fasteners Attachment. Ipsf)
5-395. Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/81n.Barbed 6-Inch o.c.within 5-Inch wide laps spaced 114.5-inch -45.0
Grade 80 steel combination,min.1.5-Inch attach XHD Plates o.c.and sealed with a 1.75-Inch heat weld.
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec SXHD with Drill-Tec 2 3/4 In.Barbed 12-Inch o.c.within 6-inch wide laps spaced 114-Inch
5-396. Grade 80 steel combination,min.1-Inch attach EverGuard TPO SXHD Plates o.c.and sealed with a 1.54nch heat weld. 45.0
Drill-Tec XHD with Drill-Tec 2-3/8 in.Barbed
Min.22 ga.,type B, One or more layers,any Prelim. XHD Plates,Drill-Tec Eyehook AccuSeam Plates 6-inch o.c.within 6-Inch wide laps spaced 138-Inch o.c.
5-397. Grade 80 steel combination,min.1-Inch attach EverGuard TPO or Drill-Tec 2 in.Double Barbed XHD Plates or and sealed with a 1.5-Inch heat weld. -45.0
Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 In.
Barbed SXHD Plates
Drill-Tec XHD with Drill-Tec 2-3/8 In.Barbed
Min.18 ga.,type B, One or more layers,any Prelim. XHD Plates,Drill-Tec Eyehook AccuSeam Plates 6-inch o.c.within 6-inch wide laps spaced 138-inch o.c.
5-398. Grade 33 steel combination,min.1-Inch attach EverGuard TPO or Drlli-Tec 2 in.Double Barbed XHD Plates or and sealed with a 1.5-Inch heat weld. -45.0
Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in.
Barbed SXHD Plates
Drill-Tec#14 Fasteners with Drill-Tec 2-3/8 in.
One or more layers,any Prelim. Barbed XHD Plates,Drill-Tec Eyehook AccuSeam 6-Inch o.c.within 6-Inch wide laps spaced 138-inch o.c. -45.0
5-399. Structural concrete combination,min.1-inch attach EverGuard TPO Plates,Drill-Tec 21n.Double Barbed XHD Plates and sealed with a 1.5-inch heat weld.
or Drill-Tec 2 3/4 in.Barbed SXHD Plates
5-400. Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 in.Double Barbed 12-inch o.c.within 6-Inch wide laps spaced 54-Inch o.c. -52.5
Grade 40 steel combination,min.1-inch attach XHD Plates and sealed with a 1.5-Inch heat weld.
Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/4 in.Barbed 12-inch o.c.within 6-inch wide laps spaced 66-Inch o.c.
5-401. Grade 40 steel combination,min.1-inch attach EverGuard TPO SXHD Plates and sealed with a 1.5-inch heat weld. 52.5
�+cS...., �.-.,:-' Drill-Te XliDiuviYhiDrill>Tec'2;3Y8}Ihg6arbetl� q'••a.::.:.
in.22 a., e B On oreila ers,an Prelim. =mch o.c.within 6-I'neh wide laps spaced 114 inch osc. �� `'
402. 8 t: y y EverGuard TPO AM Plates Drill-Tec Eyehook AccuSeam Plates
rade 33 steel ombinaYion,min.,lanch attach and sealed(wi?h;a 1.5�inch heaL�weld,
z•._ n.• or Drill-Tec 2 in.Double Barbed XHD Plates _
Prelim. Drill-Tec#14 or Drill-Tec CD-10 fasteners with
5-403. Structural concrete One or more layers,any attach or EverGuard TPO Drill-Tec 2 in.Double Barbed XHD Plates,Drill- 6-Inch o.c.within 6-Inch wide laps spaced 114-Inch o.c. -52.5
combination,min.1.5-inch OB500 Tec 2-3/8 In.Barbed XHD Plates or Drill-Tec and sealed with a 1.5-Inch heat weld.
Eyehook AccuSeam Plates
5-404. Min.22 ga.,type B, One or more layers,any Prelim. Drill-Tec XHD with Drill-Tec 2 3/8 in.Barbed EverGuard TPO XHD Plates or Drill-Tec 21n.Double Barbed XHD 6-Inch within 5-Inch wide laps spaced 115-inch o.c. -52.5
Grade 80 steel combination,min.1.5-inch attach Plates and sealed with a 1.5 Inch heat weld.
5-405. Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD or SXHD with Drill-Tec 2 3/4 in. 6-inch o.c.within 6-Inch wide laps spaced 1384nch o.c. -52.5
Grade 80 steel combination,min.1-Inch attach Barbed SXHD Plates and sealed with a 1.5-inch heat weld.
5-406. Structural concrete One or more layers,any Prelim. EverGuard TPO Drill-Tec#14 Fasteners with Drill-Tec 2 3/4 In. 6-Inch o.c.within 6-Inch wide laps spaced 138-Inch o.c. -52.5
combination,min.1-Inch attach Barbed SXHD Plates and sealed with a 1.5-Inch heat weld.
S 407 Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/81n.Barbed 6-inch o.c.within 6-inch wide laps spaced 54-inch o.c. -60.0
Grade 33 steel combination,min.1.5-inch attach XHD Plates and sealed with a 1.5-Inch heat weld.
5-408. Min.22 ga.,type B, One or more layers,any Prelim. EverGuard TPO Drill-Tec XHD with Drill-Tec 2 3/4 In,Barbed 12-inch o.c.within 6-Inch wide laps spaced 54-Inch o.c. -60.0
Grade 40 steel combination,min.1-inch attach SXHD Plates and sealed with a 1.5-Inch heat weld,
fVEMO fM Ittt Evaluation Report 01506.09.05-1135 for Fi52934M
Certiflcate of Authorization#32455 6n'Edition(=7)FBC NON• 011ZEVAtUA71ON Revision 35:04/15/2019
Prepared by: Robert Nieminen,PE-59166 GAF EverGuard TPO Single-Ply Roof Membrane Systems;(800)766-3411 Appendix 1,Page 63 of 115