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a. FL# FL16027-R1
Application Type Revision THESE PLANS AND ALL PROPOSED WORK
Code Version 2014
Application Status Approved ARE SUBJECT TO ANY COFAECTIONS
RQUIRE D BY FIELD INSPECTORS THAT
Comments MAY BE NECESSARY IN OIIRD2A TO
Archived COMPLY WITH All APPLECAME COVES.
Product Manufacturer Tri-Built Materials Group, LLC
Address/Phone/Email PO Box 70
Rutherford, NJ 07070
(800) 516-1485
david.ruiz@tribuiltmg.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmg.com
Technical Representative C Richard Schurman
Address/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
rich.schurman@alliedbuilding.com
Quality Assurance Representative C Richard Schurman
Address/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
rich.schurman@alliedbuilding.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licen
Professional Engineer ?TA/1 11C1f}�
N Evaluation Report^/�INlakprpl MT1N�ORAI ACHAGlllt7
Florida Engineer or Architect Name who developed the Robert Nieminen 1/U �ARG{�,THiERE`i(PO,N 1810YOFTHE
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/31/2019
Validated By John W. Knezevich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL16027 R1 COI 2015 01 COI Nieminen.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6163 2000
ST.LUCIE COUNTY ASTM D6222 2005
2008
BUILDING DIVISION ASTM D6Zz2 1992
REVIEWED FM 4470 1992
FOR COMPL FM 4474 2004
REVIEWED BY
DATE 22-/
PLANS AND PIE PC IT
MUST BE KEPT O JOB OR
NO INSPECTION WILL BE MADE
— Yttp:�/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt... 5/22/2017
Florida Building Code On • Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
V
Product Approval Method Method 1 Option D
Date Submitted 03/23/2015
Date Validated 03/29/2015
Date Pending FBC Approval 03/31/2015
Date Approved 06/22/2015
Summary of Products
FL# Model, Number or Name Description
16027.1 TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16027 R1 11 2015 03 FINAL Al ER TRI-
Approved for use outside HVHZ: Yes BUILT MODBIT FL16027-Rl.l)d
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes
Other: 1.)The DP noted in this application refers to one Evaluation Reports
system. Refer to ER Appendix for all systems and max. design FL16027 R1 AE 2015 03 FINAL ER TRI-
pressures. 2.) Refer to ER Section 5 for Limits of Use. BUILT MODBIT FL16027-Rl.pd
Created by Independent Third Party: Yes
Back FN.-tj
Contact Us:: 2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-182-4
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement Refun
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records requeE
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.13E
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department'A
address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public r(
not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To de
are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
"REQUIRED BY FIELD INSPECTORS THAT
. MAY BE NECESSARY IN ORD2A TO
COMPLY WITH ALL A10PLICABLE CGIX3.
http://www.floridabuilding.org/pr/pr—app_dtl.aspx?param=wGEVXQwtDqt... 5/22/2017
TRINITY ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description Page
3A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
18 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6
1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 7
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 8
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 8 •
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 9
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 10
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 11
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 12-14
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 15
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 15
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 16-17
4B LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 18-20
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 21
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 22
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 22
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 23
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 23
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 24
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 25
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 25
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 26-27 •
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 27
The following notes apply 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. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3. Unless otherwise noted,insulation may be any one layer or combination of polyisocyanurate,polystyrene,wood fiberboard,perlite,Dens Deck,Dens Deck Prime,SECUROCK Gypsum-Fiber Roof Board or SECUROCK
Glass-Mat Roof Board that meets the QA requirements of F.A.C.Rule 61G20-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC 2603.4.1 or 2603.6,when installed with the roof cover.
Exterior Research and Design,LLC.d/b/a Trinity]ERD Evaluation Report A42970.10.12-R1 for FL16027-R1
Certificate of Authorization#9503 Revision 1:03/23/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 27
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
353 Christian Street
TRINITY ERD Oxford,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
TRI-BUILT Roofing Products Evaluation Report A42970.10.12-111
9050 Louisiana Street FL16027-R1
Merrillville, IN 46410 Date of Issuance:10/23/2012
Revision 1:03/23/2015
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 51h Edition(2014) Florida Building Code sections noted herein.
DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems
LABELING: Labeling shall be in accordance with the requirements 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. TrinityJERD 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 "Trinity I ERD 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 4,plus a 27-page Appendix.
Prepared by:
`pvtNlt ttnzz,,y.�
OF
The facsimile seal appearing was authorized by Robert Nieminen,
Robert J.M.Nieminen,P.E. ''i f�'•.:^41�.r'::' P.E.on03/23/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 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 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, LLC. d/b/a Trinity I ERD 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 I ERD 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.
TRINITY ERD
ROOFING SYSTEMS EVALUATION: -:
1. SCOPE:
Product Category: Roofing i
Sub-Category: Modified Bitumen Roof Systems
Compliance Statement: TRI-BUILT Modified Bitumen Roof Systems, as produced by Allied Building Products Corp. /TRI-BUILT
Roofing Products, 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 Property Standard Year
1504.3.1 Wind FM 4474 2004
1504.7 Impact FM 4470 1992
1507.11.2 Physical Properties ASTM D6163 2000
1507.11.2 Physical Properties ASTM D6164 2005
1507.11.2 Physical Properties ASTM D6222 2008
3. REFERENCES:
Enti Examination Reference Date
ERD(TST6049) Physical Properties P10490.10.08-2 10/30/2008
ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009
ERD(TST6049) FM 4470/4474 P30540.11.09-111 11/30/2009
ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009
ERD(TST6049) Physical Properties P33960.12.10 12/30/2010
ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011
ERD(TST6049) Physical Properties P37590.03.13-3A 03/06/2013
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013
ERD(TST6049) Physical Properties P37590.03.13-1-R1 06/26/2013
ERD(TST6049) Physical Properties P37590.03.13-2-R1 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-2 07/01/2013
ERD(TST6049) Physical Properties P37590.03.13-5-RS 07/01/2013
ERD(TST6049) Physical Properties P37590.07.13-1 07/02/2013
ERD(TST6049) Physical Properties P45940.09.13 09/04/2013
ERD(TST6049) Physical Properties P44370.10.13 10/04/2013
FM Approvals(TST1867) FM 4470 2W7A7.AM 08/04/1994
FM Approvals(TST1867) FM 4470 OD3A3.AM 04/04/1997
FM Approvals(TST1867) FM 4470 2DOAO.AM 12/23/1998
FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999
FM Approvals(TST1867) FM 4470 3006646 01/04/2000
FM Approvals(TST1867) FM 4470 3001334 01/25/2000
FM Approvals(TST1867) FM 4470 3001334 02/15/2000
FM Approvals(TST1867) FM 4470 3000857 01/12/2000
FM Approvals(TST1867) FM 4470 3004091 01/12/2000
FM Approvals(TST1867) FM 4470 3006115 05/02/2001
FM Approvals(TST1867) FM 4470 3012321 07/29/2002
FM Approvals(TST1867) FM 4470 3014692 08/05/2003
FM Approva Is(TST1867) FM 4470 3014751 08/27/2003
FM Approva Is(TST1867) FM 4470 3007170 01/13/2004
FM Approvals(TST1867) FM 4470 3019317 06/30/2004
FM Approvals(TST1867) FM 4470 3020703 07/30/2004
FM Approvals(TST1867) FM 4470/4474 3018332 01/31/2006
FM Approvals(TST1867) FM 4470/4474 3023368 03/20/2006
FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006
FM Approvals(TST1867) FM 4470/4474 3023458 07/18/2006
FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007
FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009
PRI(TST5878) Physical Properties PUSA-062-02-01 12/04/2007
PRI(TST5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST5878) Physical Properties PUSA-064-02-02 02/27/2008
Exterior Research and Design,I.I.C. Evaluation Report A42970.10.12-117
Certificate of Authorization p9503 FL16027-R1
Revision 1:03/23/201S
Page 2 of 4
QC
TRINITY ERD
Enti Examination Reference Date
PRI(TST5878) Physical Properties PUSA-062-02-02 12/04/2008
Miami-Dade(CER1592) HVHZ Compliance Various NOAs Various
Miami-Dade(CER1592) Proposal for Review 10-0823 10/12/2010
UL LLC (QUA9625) Quality Control ML Agreement 02/27/2012
UL LLC (QUA9625) Quality Control ML Correlation,R27202 08/20/2012
UL LLC (QUA9625) Quality Control Service Confirmation,R14571 Exp.06/27/2016
4. PRODUCT DESCRIPTION:
This Evaluation Report covers TRI-BUILT Modified Bitumen Roof Systems installed in accordance with Allied Building Products
Corp. / TRI-BUILT Roofing Products published installation instructions and the Limitations / Conditions of Use herein. The
following membranes make up the subject systems.
Table 1:Roll-Goods for TRI-BUILT Modified Bitumen Roof Systems
Type Product Specification
Reference Grade Type
TriBuilt SA SBS Base ASTM D6163,Table 2 S 1
SBS Membranes TriBuilt SBS Granular ASTM D6164 G I
TriBuilt SA SBS Cap ASTM D6164 G I
Tn uilt APP Smooth ASTM D6222 S I
APP Membranes TriBuilt APP Granular ASTM D6222 G I
TriBuilt SA APP Cap ASTM D6222 G I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD 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.
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.
5.5 Unless otherwise noted in Appendix 1, roof decking and its attachment shall be specified and installed to meet project
design criteria to the satisfaction of the AHJ.
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 fully-adhered insulation,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,ANSI/SPRI IA-1 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.
Exterior Research and Design,U.C. Evaluation Report A42970.10.12-R3
Certificate of Authorization#9503 l FL16027-R1
1 Revision 1:03/23/2015
Page 3 of 4
i
TRINITY ERD
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 TRI-BUILT Modified Bitumen roof systems shall be installed in accordance with Allied Building Products Corp./TRI-BUILT
Roofing Products published installation instructions,subject to the Limitations/Conditions of Use noted below.
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 noted CIA agency for information on product locations covered for F.A.C.Rule 61G20-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com
-THE 27-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT-
FILE COPY
Exterior Research and Design,U.C. Evaluation Report A42970.30.12-R3
Certificate of Authorization#9503 FL16027-R1
Revision 1:03/23/2015
Page 4 of 4