HomeMy WebLinkAbout20-286 D
n City of Zephyrhills
ERMITrNUMBEk°
� . 5335 Eighth Street .
Zephyrhills, FL 33542 BGR-000286-2020
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 06/24/2020
Permit Type: Building General (Residential)
Property Number Street Address'
12 26 21 0030 00300 0040 39044 5Th Avenue
Owner Information Permit Information Contractor.Information
Name: CAMILLIA BOTTICELLI Permit Type:Building General(Residential) Contractor: HANDYMAN HOME REPAIR
Class of Work:Reroof SVC OF PINELLAS
Address: 39044 5Th Ave Total Valuation:$8,600.00
ZEPHYRHILLS,FL 33542 Total Fees:$124.50
Phone: (954)609-6772 Amount Paid:$124.50
Date Paid:6/24/2020 12:07:OOPM
G
Project Description b n
REROOF SHINGLE 18 SQ/2 SQ MODIFIED
Application Feet; Es.
Building Permit Fee $124.50
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.
UL�*v--r_
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
r�
Date Received Phone Contact for Permitting 727 $77 — 2468
i L L i f It It f L I L L f
Owner's Name [CAMILLIABOTTICELLI Owner Phone Number 954 609-6772
Owners Address 1 39044 5TH AVE,ZEPHYRHILLS,FL 33542 Owner Phone Number
Fee Simple Titleholder Name N/A Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39044 5TH AVE,ZEPHYRHILLS,FL 33542 LOT#
SUBDIVISION ZEPHYR HEIGHTS PARCEL ID# 12-26-21-0030-00300-0040
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER F RE-ROOF
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
18 SQ Shingle Re-roof(FL18355.1)Self-adhering P+S(FL16048.1)1 1/4"EG Nails(6)3 12 Pitch
DESCRIPTION OF WORK Two 2 SO Modified Bitumen Re-roofs FL2533.1 Torch applied.1/4112 Pitch
BUILDING SIZE SCI FOOTAGE HEIGHT
=BUILDING $ 8600.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $ n��-c✓
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS =X ROOFING 0 SPECIALTY = OTHER ��✓
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY HANDYMAN NAME REPAIRIJAMES K ALLBRI
SIGNATURE J•� REGISTERED Y/N FEE CURREN Y/N
Address 11327 43RD ST N,CLEARWATER,FL 33762 License# I CCCO57454
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN I Y/N
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N I FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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 Wth notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C 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—Homeowners Protection Guide"prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the"owner'prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I
understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I
must take to be in compliance.Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent.
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one (1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and 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 COMMENCEMENT,
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and swom to(or affirmed)before me this Subscribed and syqim to(or affirmed)before me this
by 6118/20 bV JAMESKALLBRITTEN
Who is/are personally known to me or has/have produced Who is/are 1 ersonall known tom r has/have produced
as identification. as�iide/Qntific�ation. )I
Notary Public �bG. �1�/� _ Notary Public
r
Commission No. Commission No. rG 2Rsm5a
DORINDA DECARLO
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Pik Notary Public State of Florida
Dorinda L DeCarlo
*,p` MY Commission GG 28995g
for Expires 10/2y2022
INSTR#2020097055 OR BK 10121 PG 1486 Page 1 of 1
06/18/2020 12:52 PM Rcpt:2173169 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit Number
Parcel ID Number ocXl O
NOTICE OF COMMENCEMENT
State of Florida
County of Pinellas
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 this NOTICE OF COMMENCEMENT.
1,Description of property(legal description):Zt Onyx -\\Q%rk AS N v�C,Sc Lt+y IK 3
a)Street Uob)Address: 3`1
2.Generaf description of improvements: _Vzc
3.Owner Information or Lessee information if the Lessee contracted for the improvement:
a)Name and address:
b)Name and address of fee simple titleholder(if different than Owner listed above)
c)Interest in property:
4.Contracter Information
rr
a)Name and address:qV',4 c 1 vtrr, v1ti4°�.R L�'u( I I�.3") �(� S E L,'. (�f tic�il.tr� '�(rf tL 3 3)�• �-
b)Telephone No.:_'71..-1-Sr) ) - `t(4`s Fax No.:(optional)
S.Surety(if applicable,a copy of the payment bond is attached)
a)Name and address:
b)Telephone No.: %�.) IT
c)Amount of Bond
6.Lender
a)Name and address:
b)Telephone No.:
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1)(a)7.,Florida Statutes:
a)Name and address:
b)Telephone No.:
Ilo.:(optional)
S.a)In addition to himself or herself,Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.
b)Phone Number of Person or entity designated byOvmer:
9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the
contractor but will be 1 year from the date of recording unless a different date is specified): .20
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 j
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
j ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I decl a that[have read the foregoing notice of commencement and that the facts stated therein are true to the best of my
�p�L owled�e an be'yI`�ef.
V (Signature of0wneror Lessee,orOwne sorLassoes(AuthorizedOffcec'0(rectonPart)erlManager) P ntNamean7Pmvde&gna.oysTillel0ffce)
The foregoing instrument was acknowledged before me by means of physical presence or [ on-line notarization,this 17 day
of S��w'- .20 �� byLgef)l 1 j Ic{ }} c 11 t as AB tw C�.iu-,1�_f (type of authority,e.g.officer.trustee,attorney In fact)
for as
(Name of Person) (type of authority,e.g.officer,trustee,aitomeyIn fact)
for name of pa,ty on behalf of whom instrument wasexewted).
Personally Known ❑ Produced ID
Type of ID �L. Notary SignatureJ.", /��-�U��L Lt
Print name _,.nd:-
0""%. Notary Pvol,c State of Flonda 4 Dorinda L DeCarlo
Nly commassion GG 26995e
Pryor-.J Erpirc3 1022/2022 ;;
4/6/2020 Florida Building Code Online
54
+iS. 4y ..il:.Y.:4'•++'w :�ti...:.r ss.'i"a�
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Search Criteria Refine Search
Code Version 2017 FL# 2533
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
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Search Results-Applications
FL# I Type Manufacturer Validated By IStatus
I FL2533-R23 ;Revision CertainTeed Corporation-Roofing I John W. Knezevich, PE i Approved j
I History Category: Roofing (954)772-6224 i
i
I ;Subcategory: Modified Bitumen Roof System j
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy tatement::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 here.
Product Approval Accepts:
Cl ® RR
M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1
416/2020 Florida Buiiding Code Online
fsei�� .�,.0£t's G tJ:. viY4?\2 �vu. 60. h✓ �'� "
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL#
FL2533-R23
Application Type Revision
Code Version 2017
Application Status Approved
Comments ALL WORK SHALL COMPLY WITH PREVAILING
Archived CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
Product Manufacturer CertainTeed C04NOtifteffY OF ZEPHYRHILLS
Address/Phone/Email 20 Moores Roa®RDINANCES
Malvern, PA 19355
(610)893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harrier
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harner REVIEW DATE AN 2 4 2020
Address/Phone/Email 18 Moores Road
Malvern, PA 19355 CITY OF ZEPFIYRHIG .
M
(610) 651-5847 PLAN EXAMINER
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
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 the Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 11/13/2022
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL2533 R23 COI 2019 01 COI NIEMINEN.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvwelwRFXRvHOHSbalV%2f8EtlHYYlgnB3kZ39gy77PgEQA%3d%3d 1/2
4/6/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 06/20/2019
Date Validated 06/20/2019
Date Pending FBC Approval 06/22/2019
Date Approved 08/13/2019
Summary of Products
FL# f Model,Number or Name Description
I Flintlastic Modified Bitumen Modified Bitumen Roof Systems
Roof Systems
Limits of Use Installation Instructions
Approved for use In HVHZ. No I FL2533 R23 11 2019 06 FINAL Al ER CERTAINTEED MODBIT FL2533-1
Approved for use outside HVHZ:Yes R 2 3.pjLf
Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166
Design Pressure: +N/A/-635 Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for Limits of Use. 1 Evaluation Reports
2.)The design pressure noted in this application! I FL2533 R23 AE 2019 06 FINAL ER CERTAINTEED MODBIT FL2533-
relates to one specific system. Refer to the ER
Appendix for all systems and max design pressures, Created by Independent Third Party; Yes
Contact Us::2601 Blair Slone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Lupy.Light,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 here.
Product Approval Accepts:
CE3
Credit Card
Safe
https://www.floridabuilding.org/prlpr_app__dti.aspx?param=wGEVXQwtDqvwelwRFXRvHOHSbalV%2f8Etl HYYlgnB3kZ39gy77PqEQA%3d%3d 2/2
066Aeed
Commercial Roofing Technical Product Data
FLINTLASTIC° GTA
APP MODIFIED BITUMEN POLYESTER CAP SHEET
WITH MINERAL SURFACE
Product product Use:Flintlastic GTA is designed for use as a cap membrane over various types
Information of substrates for both new construction and reroofing installations. It is suitable for most
low sloped roof decks and may be used for roof system flashings including wail treatments,
base flashings and field flashings.
Limitations: Flintlastic GTA is intended for torch application only and should not be exposed
P to adhesives or solvent based materials. Rolls should be stored upright, off the ground
and completely protected,from the weather. Roof decks must be structurally sound, dry,
smooth and meet or exceed minimum requirements of the deck manufacturer, local code
and CertainTeed. Additional specifications and precautions are contained in the CertainTeed
. � °''X' Commercial Roof Systems Specifications.
Product Composition and Features:Flintlastic modified bitumen membranes are manufactured
on state-of-the-art, dedicated roofing lines that were exclusively designed for the production
of modified bitumen products. Flintlastic GTA is produced with a high performance, stress-
resistant polyester mat that is impregnated and coated with a superior grade, modified
bitumen compound.
Roll Dimensions: 39%"X 32'10"
Nominal Coverage: One square
Approximate Weight: 103 lbs. per roll
Top Surface: Mineral granule
Back Surface: Torchable polyethylene film
Applicable Standards:Meets ASTM D6222, Grade G,Type I. Flintlastic GTA is
approved by Underwriters Laboratories for use in various Class A, B and C roof
assemblies, ICC-ES (ESR-1388), Factory Mutual, Miami-Dade, Florida Building �R C
Code Statewide Approval (FL 2533 and FL 16709)and Texas Department of �.'i
Insurance(RC-47). Flintlastic GTA White is an approved ENERGY STAR"product
for slopes greater than 2"/12". Flintlastic GTA White is listed by the Cool Roof Rating Council
(CRRC).The CRRC product ID is 0668-0008. Initial Solar Reflectance: 0.27;Aged Solar
Reflectance: 0.27; Thermal Emittance: 0.87.
Technical Modified Bitumen Coating:Non-oxidized (flux)asphalt, blended with various thermoplastic
Data atactic polypropylene polymers and co-polymers.
Support Mat: High performance,stress-resistant polyester mat.
Test Descdpfion Test Method Results*
Solar Reflectance index(SRi)InitiaitAged: ASTM E 1980 27/28
Softening Point: ASTM D36 310T
Tensile Strength: ASTM D5147
@ 73.4+/.3.6*F MD/XD 100/60 lbs./in.
@ 0+/_3.6°F MD/XD 130/80 Ibs.rin.
Elongation: ASTM D5147
@ 73.4+/.3.6*F MD/XD 45%l55%
@ 0+/.3.6°F MD/XD 30%/20%
Dimensional Stability: ASTM D5147 MD/XD 0.5%10.3%
Low Temperature Flex: ASTM D5147 Pass @ 8*F
Compound Stability, ASTM D5147 250*F
Thickness: ASTM D5147 4.0 mm(160 mils)
Tear Strength: ASTM D5147
@ 73.4+1.3.6*F MDIXD 130/90 lbs.
�U.
rMADE
I *NOTE:Published results are nominal production values confirmed by independent laboratory testing.
`
� modified roofing b�
^ ^—~�~^ applied
Application procedures contained in the �pw./n��vComxerna\ Roof ur^* oaSpecifications. The
following information is intended for general information purposes only and is not all-inclusive.
Preparation:Substrates to receive a roof system must be firmly attached, smooth, dry, clean and
free of sharp projections and depressions. Substrates requiring priming u tbephmedvNth
asphalt primer such aoFUntPhmeP and ba allowed ho completely dry. Substrates must provide
positive drainage. Roof must betapered to drains.
Installation.,Install one ply of Glasbase" or other CertainTeed approved alternate base sheet
lapping 2"on sides and 4'' on ends. Base sheet must bo mechanically fastened honaUeb\e
substrates, and either solid or spot mopped in hot asphalt to non-nailable or insulated substrates
as specified in the CertainTeed Commercial Roof Systems Specifications. Apply base sbeet in
such a manner as to provide and maintain a minimum 6"offset between side and end laps of
base ply and RinUamtic finishing membrane. Over the base ply, install one ply of Flintlastic GTA
lapping 3"on sides and 8" on ends,with end laps diagonally staggered not less than 3' apart.
Side and end laps should be inspected to ensure a minimum%"flow of modified compound has
been achieved.
Precautions:Cold weather applications require special handling to prevent damage to the rolls
and ensure satisfactory installation. Do not apply roofing systems over improperly prepared
substrates nrsubstrates that contain moisture. Follow all safety recommendations relating to the
use and maintenance of liquid propane gas torches and equipment. Refer to the CertainTeed
Commercial Roof Systems Specifications for additional safety information.
Maintenance: Flintlastic Roof Systems do not require any additional maintenance beyond normal
yearly roof maintenance procedures. CedoirTeed recommends regular roof maintenance and
inspection hx determine the condition of drains, 8eah|ngs and other similar items, and\nprolong
the life expectancy nf the roof system.
Warranties CertminTeed offers Limited (product only)and No Dollar Limit(NDL product and workmanship)
warranties.Warranty type and duration isdependent on roof system configuration and contractor
selection. Only CertaihTeed Gold and Silver Star Contractors are eligible to apply for NDL
warranties on specific roof projects. For more information, see CertainTeed Commercial Roof
Systems Specifications or contact Commercial Roofing Technical Services.
Technical CertainTeed provides technical assistance in the design, selection, specification and application
��8'��@��� ��/�� guidnUnaafor oUCe�uihTeed Roof Systems.Aruh�edmna( and�eNrepresentatives are aveUob|e
Assistance for consultation within each region. For more information, oontautCerteihTeed Commercial
Services Roofing Tachnicn[Sem\canotO0D'3QG'@134x2.
Caution: Torch application of this product may create a risk of fire, including smoldering fires.
Fire Hazard The nooUngapplicator|e solely responsible for eneuhngand en��njngsafe and proper ap��ation
^ ^'— '^~ '~ ofCertairJead'u roofing d competent and qualified personnel. Only properly trained
roofing professionals are authorized ho install this product.
Never apply flame directly to combustible materials or allow the flame to enter into hidden or
protected areas that may contain combustible materials. Follow all local code requirements. Have a
Class A-B-C fire extinguisher available bz each applicator.Thoroughly inspect th job site whenever
torching equipment has been used.Be certain that all chances of a fire have been eliminated.
Refer to the CertaihTeed Commercial Roof Systems Specifications, K4|dvvastennRooOng
Contractors Association K8Fl Roofing
Contractors Association (NR National Fire Protection Association(NFPA).and Asphalt Roofing
Manufacturers Association(ARMA)for further information and safety recommendations.
ASK ABOUT ALL OFOUR OTHER CERTAYNTEEWPRODUCTS AND SYSTEMS: oertainTeedoo,pommon
uo Moores Road
ROOFING ~ SIDING ^ TRIM ^ DECKING ^ RAILING ` rsmoE Malvern, PA 19355
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SAINT-G{]BA\N —
OMEMO I etc. .
MODIFIED BITUMEN COMPONENTS&APPLICATION METHODS
REFERENCE LAYER MATERIAL APPLICATION
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
Note: Base ply cures overnight prior to application of the ply or cap ply.
FlintBond Brush or Karnak No.81 Cold
SBS-CA1 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Process Modified Bitumen Adhesive Brush
(SBS,Cold-Applied) •Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P Grade at 1 gal/square
CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS
CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-CA2 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Henry#903 Adhesive at 1.5 gal/square.
(SBS,Cold-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P
CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-CA3 Ply Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Millennium Hurricane Force Membrane
(SBS,Cold-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar,Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P Adhesive,beads spaced 6-inch o.c.
CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar
Base Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T
SBS-TA Ply One or more Flintlastic Ultra Poly SMS Base;Flintlastic Base 20 T Torch-Applied
—'—� Cap Flintlastic FR Cap 30 T;Flintlastic FR Cap 30 T CoolStar;Flintlastic GTS-FR;Flintlastic GTS-FR CoolStar
Base One or more Flintlastic APP Base T;Flintlastic STA;Flintlastic STA Plus
APP-TA
(APP,Torch-Applied) Cap Flintlastic STA;Flintlastic STA Plus;Flintlastic GTA;Flintlastic GTA CoolStar;Flintlastic GTA-FR;Flintlastic GTA-FR Torch-Applied
CoolStar
SBS-SA-H Base/Ply Black Diamond Base Sheet;Flintlastic Ultra Glass SA Self-Adhering
(SBS,Self-Adhering,Hybrid Systems)
Base Flintlastic SA PlyBase;Flintlastic SA Mid Ply
SBS-SA Ply Flintlastic SA PlyBase;Flintlastic SA Mid Ply Self-Adhering
(SBS,Self-Adhering)
Cap Flintlastic SA Cap;Flintlastic SA Cap FR CoolStar;Flintlastic SA Cap FR;Flintlastic SA Cap FR CoolStar
16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following MDP limitations. The lesser of the MOP listings below vs.those in Table 3A applies:
VAPOR rr• DP listings below
OPTION VAPOR BARRIER
PRIMER INSULATION ADHESIVE MDP(PSF)
# TYPE ATTACH
VB-1. FlintPrime Flintlastic SA PlyBase Self-adhering OB500,12-inch o.c. -82.5
VB-2. FlintPrime Flintlastic GTA Torch-applied M-OSFA or M-PG1,12-inch o.c. -420.0
VB-3. FlintPrime Flintlastic Base 20 T,Flintlastic FR Cap 30 T or Flintlastic GTS Torch-applied M-OSFA or M-PG1,12-inch o.c. -495.0
17. "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads.
NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-RZ3
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic"Modified Bitumen Roof Systems;(610)651-S847 Appendix 1,Page 4 of 67
OMEMO I etc. -
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT R6 STANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5 -
113 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-8
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
1D Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10-11
1E Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 12-14
1F-1 Wood New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-17
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-19
1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 19
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 20-22
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23-27
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 28-30
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-38
3B Structural concrete New or Reroof(Tear-Off) A-3 Bonded Temp Roof/Vapor Barrier,Bonded Insulation,Bonded Roof Cover 38
3C Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 39
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 40-43
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 44-46
4C Lightweight concrete New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 47-52
4D Lightweight concrete Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 52
5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 53
5B Cementitious wood fiber New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54
SC Cementitious wood fiber New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 55
SD Cementitious wood fiber New,Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 56-58
6B Existing gypsum Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Banded Insulation,Bonded Roof Cover 58-59
6C Existing gypsum Reroof(Tear-Off) C Mech.Attached Insulation,Bonded Roof Cover 59
6D Existing gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 60
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 61-67
7B Various Recover F Non-Insulated,Bonded Roof Cover 67
NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-RZ3
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlasticm Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 1 of 67
OONEMOjetc..-
The following notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof
deck shall be documented through proper codified and/or FBC Approval documentation.
2. Unless otherwise noted,fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements:
Wood Deck: OMG#14 Roofgrip with Flat Bottom Plate(Accutrac),OMG HD with OMG 3 in.Galvalume Steel Plate,Dekfast#14 with Hex Plate or 3"Round Insulation Plate,Trufast HD with Trufast 3"
Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch plywood penetration or minimum 1-inch wood plank embedment.
> Steel Deck: OMG#12 or#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),CMG#12 Standard or HD with CMG 3 in.Galvalume Steel Plate,Dekfast#12 or#14 with Hex Plate or 3"Round
Insulation Plate,Trufast DP or HD with Trufast 3"Metal Insulation Plates or FlintFast#12 or#14 Fastener with FlintFast 3"Insulation Plates. Minimum 0.75-inch steel penetration and
engage the top flute of the steel deck.
> Structural Concrete: OMG#14 Roofgrip with Recessed or Flat Bottom Plate(Accutrac),OMG HD or CD-10 with OMG 3 in.Galvalume Steel Plate,Dekfast#14 or DekSpike with Hex Plate or 3"Round Insulation
Plate,Trufast HD or CF with Trufast 3"Metal Insulation Plates or FlintFast#14 Fastener with FlintFast 3"Insulation Plates. Minimum 1-inch embedment. Fasteners installed with a pilot
hole in accordance with the fastener manufacturer's published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,GlasRoc Roof Board or gypsum-based roof board that meets the CIA requirements
of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for,or installed beneath rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),
whereby the base sheet screws and plates are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck
listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper
codified and/or FBC Approval documentation.
5. Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016).
6. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
Y Hot asphalt(HA): Full coverage at 25-30 Ibs/square
i Ashland Pliodeck(A-PD): Continuous 0.75 inch wide ribbons,12-inch o.c. Ribbons of subsequent layers shall be perpendicular to those in the layer below.
r Dow INSTA-STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1 inch wide ribbons,12-inch o.c.
Y ICP Adhesives Polyset BOARD-MAX: Continuous 3-inch ribbons,12-inch o.c.
Y ICP Adhesives Polyset CR-20: Continuous 2.5 to 3-inch wide ribbons,12-inch o.c.
Y Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
> Millennium PG-1 Pump Grade Adhesive(M-PGI): Continuous 0.5 to 0.75-inch wide ribbons,12-inch o.c.
OMG OlyBond 500 or OlyBond Green(OB500): Continuous 0.75-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot)
Y Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,boards shall be staggered from layer-to-layer.
Y Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the
thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table:
7% Ashland Pliodeck(A-PD)@ 12-inch o.c. MDP -105.0 psf (Min.1.0-inch)
Y Ashland Pliodeck(A-PD)@ 6-inch o.c. MDP -277.5 psf (Min.1.0-inch)
> Dow INSTA-STIK Quik Set Insulation Adhesive(D-IS): MDP -120.0 psf (Min.1.0-inch)
> ICP Adhesives Polyset CR-20: MDP -117.5 psf (Min.1.0-inch)
Y Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.1.0-inch)
Y Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.1.0-inch)
y OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch Multi-Max FA3)
Y OMG OlyBond 500(0B500): MDP -187.5 psf (Min.0.5-inch ISO 95+GL)
Y OMG OlyBond 500(O13500): MDP -315.0 psf (Min.0.5-inch ENRGY 3)
Y OMG OlyBond 500(0B500): MDP -487.5 psf (Min.0.5-inch ACFoam II)
NEMO ETC,LLC Evaluation Report 3520.03.04-1124 for FL2533-R23
Certificate of Authorization#32455 61"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic®Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 2 of 67
ONEMOJetc. .-
8. Bonded polyisocyanu rate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention .
Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3
enhancements.
10. For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no
rational analysis is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover or re-roof installation,the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Concrete Deck or Recover Applications using System Type D,the insulation is optional.
14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches.
For LWC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWC references,listings were established through testing over lightweight concrete cast using only foaming
-agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,use of these listings
in new construction or re-roof(tear-off)applications is at the discretion of the Designer of Record and Authority Having Jurisdiction.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
MODIFIED:
REFERENCE LAYER MATERIAL APPLICATION
BP-AA Base Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20
Hot asphalt at 20-401bs/square
(Base and Ply sheets,Asphalt-Applied) Ply One or more Flintglas Ply 4;Flintglas Premium Ply 6
BP-AA2 Base Yosemite Venting Base Hot asphalt in 24-inch diameter spots in
(Base,Spot-Asphalt-Applied) 30-inch grid pattern
BP-AA3 Base Yosemite Venting Base Hot asphalt in 9-inch diameter spots in grid
(Base,Spot-Asphalt-Applied) pattern noted herein.
BP-AA4 Base Yosemite Venting Base Hot asphalt in 9-inch wide ribbons spaced
(Base,Strip-Asphalt-Applied) as noted herein.
BP-CA2 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Henry#903 Adhesive at 1.5 gal/square
BP-CA3 Base/Ply Glasbase;All Weather/Empire Base;Flexiglas Base;Flintlastic Base 20 Millennium Hurricane Force Membrane
Adhesive,beads spaced 6-inch D.C.
Base Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base
SBS-AA Ply One or more Flintlastic Base 20;Flintlastic Poly SMS Base;Flintlastic Ultra Poly SMS Base Hot asphalt at 20-40lbs/square
(SBS,Asphalt-Applied) Cap Flintlastic FR Cap 30;Flintlastic FR Cap 30 CoolStar;Flintlastic FR Dual Cap;Flintlastic FR-P;Flintlastic FR-P
CoolStar;Flintlastic Premium FR-P;Flintlastic Premium FR-P CoolStar;Flintlastic GMS;Flintlastic GMS CoolStar
NEMO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23
Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 3 of 67
ONEMO etc.
TABLE 1F-1: DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEMTYPEE: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED RO,-T
System Deck Base Sheet Roof Cover(Note 15) MDP
No. (Note 1) Base Fasteners Attach Ply Cap (psf)
Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps BP-AA,SBS-AA,
W 78 Min.19/32-inch plywood at Base 20;All Weather/Empire with 11 ga.annular ring shank 8-inch o.c.at 4-inch lap and 8-inch o.c.in three SBS-TA or APP- SBS-AA,SBS-TA -60.0
max 24-inch spans Base;Poly SMS Base;Ultra Poly nails (3),equally spaced,staggered center rows TA or APP-TA
SMS Base;Yosemite Venting Base
Glasbase;Flexiglas;Flintlastic Cap nails:1-inch diameter, (Optional)BP-
W 79 Min.15/32-inch plywood at Base 20;All Weather/Empire 0.032-inch thick metal cap with 6-inch o.c.at 4-inch lap and 6-inch o.c.at five AA,SBS-AA or SBS-AA or SBS- -67.5
max 24-inch spans Base;Poly SMS Base;Ultra Poly 0.120-inch shank diameter, (5)equally spaced,staggered center rows SBS-TA TA
SMS Base;Yosemite Venting Base annular ring shank nails.
Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps BP-AA,SBS-AA,
Min.19/32-inch plywood at Base 20;All Weather/Empire 6-inch o.c.at 4-inch lap and 6-inch o.c.in four SBS-TA or APP- SBS-AA,SBS-TA 82.5
W-80 max 24-inch spans Base;Poly SMS Base;Ultra Poly with 11 ga.annular ring shank (4),equally spaced,staggered center rows or APP-TA
SMS Base;Yosemite Venting Base nails TA
Glasbase;Flexiglas;Flintlastic (Optional)BP-
Min.15/32-inch exterior grade Base 20;All Weather/Empire 6-inch o.c.at 2-inch lap and 6-inch o.c.in two SBS-AA,SBS-TA
W-81 .plywood at max.24-inch spans Base;Poly-SMS Base;Yosemite Simplex MAXX Cap (2),equally spaced,staggered center rows AA,SBS-TA or APP-TA AA,
A SBS- or APP-TA 90.0
Venting Base
Min.15/32-inch exterior grade 6-inch o.c.at 2-inch lap and 6-inch o.c.in two (Optional)APP-
W-82 Flintlastic APP Base T Simplex MAXX Cap equally spaced,staggered center rows TA APP-TA 90.0
a
plywood at max.24-inch spans (2), q y p gg
Glasbase;Flexiglas;Flintlastic 32 ga.,1-5/8-inch dia.tin caps BP-AA,SBS-AA,
Min.19/32-inch plywood at Base 20;All Weather/Empire 4-inch o.c.at 3-inch lap and 4-inch o.c.in four SBS-TA or APP- SBS-AA,SB5-TA 105.0
W-83 _ max 24-inch spans Base;Poly SMS Base;Ultra Poly with 11 ga.annular ring shank (4),equally spaced,staggered center rows or APP TA
SMS Base;Yosemite Venting Base nails TA
Glasbase;Flexiglas;Flintlastic (Optional)BP-
in.15/32-inch exterior grade Base 20;All Weather/Empire 6-inch o.c.at 2-inch lap and 6-inch o.c.in three SBS-AA,5B5-TA
W-84 Simplex MAXX Cap AA,SBS-AA,SBS- -105.0
plywood at max.24-inch spans Base;Poly SMS Base;Yosemite (3),equally spaced,staggered center rows TA or APP-TA or APP-TA
Venting Base
Min.15/32-inch exterior grade 6-inch o.c.at 2-inch lap and 6-inch o.c.in three (Optional)APP-
85 Flintlastic APP Base T Simplex MAXX Cap equally spaced,staggered center rows TA APP-TA 105.0
a
plywood at max.24-inch spans (3), q y p gg
NEIVIO ETC,LLC Evaluation Report 3520.03.04-R24 for FL2533-R23
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:06/20/2019
Prepared by: Robert Nieminen,PE-59166 CertainTeed Flintlastic°Modified Bitumen Roof Systems;(610)651-5847 Appendix 1,Page 17 of 67
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HANDYMAN HOME REPAIR SERVICE OF
PINELLAS INC
11327 43RD STREET NORTH, CLEARWATER, FL 33762
To Whom It May Concern:
I,James K Allbritten do hereby authorize the following people to pull and obtain permits in my name:
Nicholas Hume DL#H500-633-95-185-0
Danny Barrie DL# B600-172-20-340-0
Orlando Vega DL#V200-654-84-383-0
Randall Buckner DL# B256-736-52-099-0
Mike Fields DL# F430-543-59-127-0
Richard Williams DL#W452-744-94-191-0
Richard Allbritten DL#A416-456-82-390-0
Gionna DiSalvatore DL# D241-290-89-591-0
Alyssa Allbritten DL#A416-012-89-809-0
CHAD KUZNICKI DL#26 631 249
Sincere) yours a
OVP���
James K Allbritten
Sworn an subscribed to me on �� of �l/�'LQ ,
a
Notary Public
E/,f,
Notary Public state of Florida
Dorinda L DeCarlo
h9y Commission GG 269958
Expires 10122/2022
Handyman Home Repair
11327 43RD ST N
Clearwater, Fl33762
CCC057454
727-577-2468
6/24/20
To Whom It May Concern:
I,James K Allbritten do hereby authorize Westley Allbritten to pull and obtain permits in my name
ASiiereles K.Allbritten
CCC057454
Licensed Roofing Contractor
The forgoing instrument was acknowledged before me b ff Ce�Q�Jrs ,who is personally
known to me. Witness my hand and official seal this day of S[xn-e— ,2020
,• „!?.;''- SHARON M.STJEAN
• ` •
* MY CQMMISSiON#GG 336792
EXPIRE::.:June 8,2023
Banrvd llub Ha"Public UndermbM
Roof Affidavit
Roofing Inspection Affidavit
City of Zephyrhills Phone: 813-780-0020_.
5335 8th Street, Zephyrhills, FL 33542
P,ea;nut Niumb_er
a 3GNg,
1
Name
JAMES K ALLBRITTENi
i
1 am licensed under Chapter 468,Florida Statutes as a(u): -
-;Architect _• Building Inspector o Contractor :L; Engineer
License Number
CCC057454
Personal Inspection Date I personally inspected the:
Mm _ � ] Dry in Flashing and Drip 1] Roof Deck Nailing
y Edge
Check which was used: —
30 Pound Felt o:o Peel and Stick Other
If other,please explain:
Address of Roof Inspection
3 (71(7-1 vL
Based upon that examination, I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on Section 553.844, Florida Statutes).
It.
Signature
State of Florida
County of Pasco
Sworn to& Subscribed Before This Notaryublic State of Florida
Day A
hm,MkR a iT
BOO N Notary Public State of Florida
Dodrida L DeCarlo
etc My Commission GG 269958
Expires 1 012 2/2 02 2