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+ FL# FL9487-R4
Application Type Revision
Code Version 2014 HE
,N,
Application Status Approved YHESE FLANS AND ,.L PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
Comments REQUIRED BY MELD INSPECTORS THAT
Archived
hR�AY Sf NECESSARY-IN ORDER TO
Product Manufacturer Tarco Roofing W1.KY WITH ALL MPLICAIIIrrE CODES.'
Address/Phone/Email One Information Way
Suite 225
Little Rock,AR 72202
(254)913-7750
smohseen@tarcoroofing.com
Authorized Signature Shaik Mohseen
smohseen@tarcoroofing.com 0
Technical Representative Shaik Mohseen
Address/Phone/Email 2403 Taylors Valley Road.:;r. ,, 4;:�� ;}' Ci:
Belton,TX 76513
(254)913-7750
smohseen@tarcoroofing.dMT'E 1
PLANS A-ND i ET0iIli,,fiJST 13E KEPT ON J^-'
Quality Assurance Representative OR N-0 LNEPEC'MN WILL 1`7 h� —2.
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 Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/13/2017
Validated By John W. Knezevich,PE
',-�, Validation Checklist-Hardcopy Received
Certificate of Independence FL9487 R4 COI 2015 01 COI Nieminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D226 2006
ASTM D6163 2000
ASTM D6164 2005
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wG EV XQwtDgvn9 ic0%2fd%... 5/24/2017
Florida Building Code Online• • Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/17/2015
Date Validated 12/17/2015
Date Pending FBC Approval 12/21/2015
Date Approved 02/10/2016
Summary of Products
FL# Model,Number or Name Description
9487.1 LeakBarrier EasyStick Self-Adhering Modified Bitumen Roof Systems
Modified Bitumen Roof
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9487 R4 II 2015 12 FINAL Al ER TARCO MODBIT SBS FL9487-
Approved for use outside HVHZ:Yes R4.odf
Impact Resistant:N/A Verified By: Robert J.M.Nieminen PE- 59166
Design Pressure: +N/A/-135 Created by Independent Third Party: Yes
Other: 1.)The design pressure in this Evaluation Reports
application relates to one particular assembly FL9487 R4 AE 2015 12 FINAL ER TARCO MODBIT SBS FL9487-
over concrete deck. Refer to the ER Appendix for R4 f
other systems and deck types. 2.)Refer to ER, Created by Independent Third Party: Yes
Section 5 for other Limits of Use.
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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 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
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t •
` RECEIVED MAY 9 3 2017
EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
TRINITY ERD 353 Christian Street,Unit 13
Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Tarco Roofing Evaluation Report T39820.12.11-R2
One Information Way,Suite 225 FL9487-R4
Little Rock,AR 72202 Date of Issuance: 12/09/2011
Revision 2:12/17/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,P.E.for
use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with
the 5th Edition(2014)Florida Building Code sections noted herein.
DESCRIPTION: LeakBarrierO EasyStick'"Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TRINITYIERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3,plus a 3-page Appendix.
Prepared by:
�;'_. The facimilie seal appearing was authorized Robert J.M.Nieminen P.E. ..� pPe � W Robert Nieminen,P.E.
?Florida Registration No.59166,Florida DCA ANE1983 on 12/17/2015.This does not serve as an electronically signed
,r'�s'�? '>�4�;:` document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity l ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in
any company manufacturing or distributing products it evaluates.
2. Exterior Research & Design, I.I.C. d/b/a TrinityJERD is not owned, operated or controlled by any company manufacturing or
distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINI-(Y ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: LeakBarrier® EasyStick' Modified Bitumen Roof Systems, as produced by Tarco Roofing,
have demonstrated compliance with the following sections of the Florida Building Code through testing in
accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section Pro a Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.6.2 Physical Properties ASTM D226 2006
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
3. REFERENCES:
kniibf Examination Reference Date
PRI(TSTS878) Physical Properties TOT-041-02-01 05/24/2006
ERD(TST6049) Physical Properties T6470.08.07-Ri 08/30/2007
ERD(TST6049) Wind-FM4470/4474 T6460.06.07-R1 10/09/2007
ERD(TST6049) Wind-FM4470/4474 TAR-SC5670.14 12/03/2015
ERD(TST6049) Wind-FM4470/4474 TAR-SC7960.15 12/03/2015
UL(QUA1743) Quality Assurance Service Confirmation Exp.10/13/2017
4. PRODUCT DESCRIPTION:
This Evaluation Report covers LeakBarrier® EasyStick' Modified Bitumen Roof Systems installed in accordance with
Tarco Roofing published installation instructions and the Limitations / Conditions of Use herein. The following
products make up the subject systems.
TABLE 1: ROLL-GOODS FOR LEAKBARRIER®EASYSTICKT"MODIFIED BITUMEN ROOF SYSTEMS
Type Product Specification
Reference Type Grade
LeakBarrier®EasyLay'" ASTM D226 11 N/A
Base Sheets: ASTM 04601
LeakBarrier°EasyNailBase'" II N/A
(published)
Smooth Surfaced Membranes: LeakBarrier•EasyBase' ASTM D6163 1 S
Granule Surfaced Membranes: LeakBarrier•EasyStick'" ASTM D6164 I G
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in HVHZ jurisdictions.
5.3 Refer to a current Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance
with FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
Exterior Research and Design,U.C. Evaluation Report T39820.12.11-112
Certi tote of Audwrkadon#9503 FL9487-R4
Revision 2:12/17/2015
Page 2 of 3
TRINITY ERD
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the AH1. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1510.
5.7 For mechanically attached insulation or membrane or strip-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. 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 RAS 117 and FM LPDS 1-
29. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-
29 for Zone 2/3 enhancements.
5.8 For systems where all components are fully adhered, the maximum design pressure for the selected
assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No
rational analysis is permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof 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 TAS 105 or
ANSI/SPRI FX-1.
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the
existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If
any surface conditions exist that bring system performance into question, field uplift testing in accordance
with ASTM E907, FM LPDS 1-52 or TAS 124 shall be conducted on mock-ups of the proposed new roof
assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof
system shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ,
as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52 or TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with
FBC Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic
wind speed shall be determined from FBC Figure 1609.
5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.
Rule 61G20-3.
6. INSTALLATION:
6.1 EasyStickTM Modified Bitumen Roof Systems shall be installed in accordance with Tarco Roofing published
installation instructions,subject to the Limitations/Conditions of Use noted herein.
6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum
Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects
the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been
applied). Refer to FBC 1609 for determination of design wind loads.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories—QUA1743;(414)248-6409; Karen,buchmann@us.ul.com
-THE THREE(3)PAGES THAT FOLLOWS FORMS PART OF THIS EVALUATION REPORT-
Exterior Research and Design,TLC. Evaluation Report T39820.12.11-R2
Certificate of Audwrization#9503 F1.9487-114
Revision 2:12/17/2015
Page 3 of 3
TRINITY ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2
16 Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 2
SC-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 2
SC-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 3
SD Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 3
AMkTho following notes appIV to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. 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#12 or#14 HD with OMG 3 in.Galvalume Steel Plate or Tru-Fast DP or HD with MP-3 Plates. Minimum'%,-inch plywood penetration or minimum 1-inch wood plank embedment.
3. Unless otherwise noted,Insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite 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. 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 RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk'carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
5. For assemblies where all components are fully adhered,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.
6. 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 TAS 105 or ANSI/SPRI FX-1.
7. 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 AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,
ANSI/SPRI IA-1 or TAS 124.
B, "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.
Exterior Research and Design,LLC.d/b/a Trinity(ERD Evaluation Report T39820.12.11-R2 for FL9487-R4
Certificate of Authorization#9503 Revision 2:12/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 3
TRINITY ERD
TABLE 1A: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION,BONDED ROOF COVER
System Top Insulation Layer Roof Cover MDP
No. Deck(See Note 1) Base Insulation Layer Type Fasteners Attach Base Ply Ply Cap (Psf)
Min.15/32"plywood (Optional)One or more layers, Min.3/8-inch SECUROCK Gypsum- ,
W 1' at max.24"spans any combination,loose laid Fiber Roof Board See Note 2 1 per 1 ft EasyBase (Optional)EasyBase EasyStick Plus 52.5
Min.2-inch ACFoam 11,EnergyGuard
W 2 Min. x.24" plywood (Optional)One or more layers, Pol iso,ENRGY 3,H-Shield,ISO 95+ See Note 2 1 per 1 ft' EasyBase
at max.24"spans any combination,loose laid Y P (Optional)EasyBase EasyStick Plus -82.5
GL or Multi-Max FA3
•
TABLE 16: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE D: INSULATED,MECHANICALLY ATTACHED BASE SHEET,BONDED ROOF COVER
System Insulation Layer Base Sheet Roof Cover MDP
No. Deck(See Note 1) Type Attach Type Fasteners Attach Base Ply Cap (Psf)
W-3. Min.15/32"plywood Any type,thickness or Loose laid EasyLay See Note 2 10-inch o.c.in the min.4-inch lap and 10-inch o.c. EasyBase EasyStick Plus -60.0
at max.24"spans combination in two(2),equally spaced,staggered center rows
W 4 Min.15/32"plywood Any type,thickness or Loose laid EasyLay See Note 2 8-inch o,c.in the min.4-inch lap and 8-inch o.c.in EasyBase EasyStick Plus 135.0
at max.24"spans combination four(4),equally spaced,staggered center rows
Min.15/32"plywood Any type,thickness or 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in
W 5' at max.24"spans combination Loose laid EasyNailBase See Note 2 four(4),equally spaced,staggered center rows EasyBase EasyStick Pius 135.0
TABLE IC-1: WOOD DECKS—NEW CONSTRUCTION or REROOF(Tear-Off)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(nails),BONDED ROOF COVER
System Base Sheet Roof Cover MDP
No Deck{See Note 1) Type Fasteners Attach Base Ply Cap (Psf)
Min.19/32"plywood 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 7-inch o.c.in the 4-inch lap and 7-inch o.c.in three
W 6 at max.24"spans EasyLay diameter tin-caps. (Ref: FBC 1517.5) (3),equally spaced,staggered center rows EasyBase EasyStick Pius 60.0
W 7 Min.15/32"plywood EasyLay Simplex MAXX Cap Fastener 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in EasyBase EasyStick Plus -82.5
at max.24"spans four(4),equally spaced,staggered center rows
Min.15/32"plywood 12 ga.annular ring shank nails and min.32 ga.,1.5/8" 4-inch o.c.in the 4-inch lap and 4-inch o.c.in four
W 8' at max.24"spans EasyLay diameter tin-caps. (Ref: FBC 1517.5) (4),equally spaced,staggered center rows EasyBase EasyStick Plus 120.0
Min.15/32"plywood 12 ga.annular ring shank nails and min.32 ga.,1-5/8" 4-inch o.c.in the 4-inch lap and 4-inch o.c.in five
W-9. at max.24"spans EasyNailBase diameter tin-caps. (Ref: FBC 1517.5) (5),equally spaced,staggered center rows EasyBase EasyStick Plus -120.0
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report T39820.12.11-R2 for FL9487-R4
Certificate of Authorization#9503 Revision 2:12/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 3
TRINITY ERD
TABLE SC-2: WOOD DECKS—NEW CONSTRUCTION,REROOF(Tear-Off)or RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(screws&plates),BONDED ROOF COVER
System Deck(See Note 1) Base Sheet Roof Cover MDP
No. Type Fasteners
Attach Base Ply Cap (Psf)
W-10. Min.15/32"plywood EasyLay See Note 2 10-inch o.c.in the min.4-inch lap and 10-inch o.c.in two(2),equally spaced, EasyBase EasyStick Plus -60.0
at max.24"spans staggered center rows
W-11. Min.15/32"plywood EasyLay See Note 2 8-inch o.c.in the min.4-inch lap and 8-inch o.c.in four(4),equally spaced,
at max.24"spans staggered center rows
EasyBase EasyStick Plus -135.0
W 12 Min.15/32"plywood EasyNailBase See Note 2 6-inch o.c.in the min.4-inch lap and 6-inch o.c.in four(4),equally spaced, EasyBase EasyStick Plus 135.0
at max.24"spans staggered center rows
TABLE iD: WOOD DECKS—NEW CONSTRUCTION or REROOF(Tear-Off)
SYSTEM TYPE F: BONDED ROOF COVER
System Deck(See Note 1) Roof Cover
MDP
No. Type Joint Treatment Base Ply Ply Cap (Psf)
Min.15/32"plywood
W-13. at max.24"spans None (Optional)EasyBase (Optional)EasyBase EasyStick Pius 75.0
W 14 Min.15/32"plywood Plywood joints are covered with 4-inch wide strips of EasyBase,rolled into
at max.24"spans place to create continuous bond. (Optional)EasyBase (Optional)EasyBase EasyStick Plus 120.0
•
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report T39820.12.11-R2 for F1.9487-114
Certificate of Authorization#95o3 Revision 2:12/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 3
• File copy
BCIS Home Log In User RegietraWn Hot Tbpi s Submit Surcharge Stets a Facts Publications FBC Staff BCIS Site Map Unla Search
dopr
{. Product App#."EIV`D MAY 2 3 2017
o USER:Public User
Product Aooroval Menu>Product or Anolicdlon Search>Aoolication List>Application Detail
FL# FL10124-R19
Application Type Revision
Code Version 2014
Application Status Approved
Comments
t � a Archived
Product Manufacturer 0., Address/Phone/Email 1 Campus Drive
Parisppany, NJ 07054
(800)766-3411
mstieh@gafcom
Authorized Signature Robert Nieminen
lindareith@trinityerd.com
Technical Representative Beth McSorley(current)
Address/Phone/Email 1 Campus Drive
Parsippany, NJ 07054
(973)872-4421
bmcsorley@gaf.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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 Robert Nieminen
the Evaluation Report
- Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/03/2018
Validated By John W. Knezevich, PE
44y _` Validation Checklist-Hardcopy Received
Certificate of Independence FL10124 R19 COI 2016 01 COI Ni miner oaf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D3161
2009
7 ' ASTM D3462 2009
ASTM D7158 2008
httpsltwww,floridabuilchng.ag/prhx_.app_dii.aspx?param=wGEVXOwtDquracBeVCbd(vlQNZD6Zesy38pT6YGGOoRawtptnsSb-r,-)=---i-,-�,,
I
TAS 107 1995
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/26/2016
Date Validated 08/26/2016
Date Pending FBC Approval 08/30/2016
Date Approved 10/13/2016
Summary of Products
FL it Model,Number or Name Description
10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab,laminated, 5-tab and hip/ridge
asphalt shingles
Limits of Use Installation Instructions ~
Approved for use in HVHZ:No FL10124 R19 II 2016 08 FINAL ER GAF Asphalt
I
Approved for use outside HVHZ:Yes Shingles FL10124-R19.odf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Refer to ER, Section 5. Evaluation Reports
FL10124 R19 AE 2016 08 FINAL ER GAF Asphalt
I
Shingles FL10124-R19.odf
Created by Independent Third Party:Yes
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 Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your a-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 mall.If you have any questions,please contact 850.487,1395.*Pursuant to Sectlon
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.Tb determine If you are a licensee under Chapter 455,F.S.,
please dick hag.
Product Approval Accepts:
o ® o0
- ( :rcd
Sate
https-/Avww.foridabuildirig org/pr/rr._app_cM.isox?Dram=wGE)/XOwtDquracBeVCbclklQNZOB--es,y3BDT6YGGOoRawtpb5sSbzrBM.3d°�3d 511817, 10:08 AM
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