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RECEIVED EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
TRINITY ERD NOV 0 2018 353 Christian Street
Oxford,CT 06478
ST. Lucie County, Permitting (203)262-9245
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P40690.02.13-R2
150 Lyon Drive FL16187-R3
Fernley, NV 89408 Date of Issuance:02/06/2013
(570)384-1230 Revision 2:09/12/2017
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 6th Edition(2017) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass Liquid Applied 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. Trinity)ERD 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 3-page Appendix.
Prepared by:
Robert J.M.Nieminen,P.E. "%� ,�, s? ',.`,
%,��ps•.;:. „,yam.,, The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 �iQ�aV��` P.E.on 09/12/2017.This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research&Design,LLC.d/b/a Trinity I 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 TrinitvlERD 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
Sub-Category: Liquid Applied Roof Systems
Compliance Statement: Polyglass Liquid Applied Roof Systems, as produced by Polyglass USA, have demonstrated
compliance with the following sections of the 61h Edition (2017) 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 2011
1504.7 Impact FM 4470 2012
1507.15.2 Physical Properties ASTM D6083 2005
3. REFERENCES:
Entity Examination Reference Date
FM Approvals(TST1867) FM 4470/4474 3036904 12/07/2010
FM Approvals(TST1867) FM 4470/4474 3043324 10/02/2012
FM Approvals(TST1867) FM 4470/4474 3041535 06/08/2011
FM Approvals(TST1867) FM 4470/4474 3052904 10/08/2015
FM Approvals(TST1867) FM 4470/4474 RR203549 12/22/2015
FM Approvals(TST1867) FM 4470/4474 RR203550 12/22/2015
FM Approvals(TST1867) FM 4470/4474 RR206515 10/18/2016
PRI(TST5878) ASTM D6083 PUSA-053-02-02REV2 08/28/2009
UL LLC(9625) Quality Control Service Confirmation Exp.10/06/2018
4. PRODUCT DESCRIPTION:
The following roof covers are fully adhered to Approved substrates as outlined in the Limitations/Conditions of Use
herein.
4.1 Polybrite 70 or KM Acryl 15 Liquid Applied Roof Cover: A liquid applied acrylic roof system consisting of the
following components.
4.2 PG 800 Asphalt Emulsion Roof Coating: An asphalt-based,clay emulsion used as a base coat.
4.3 Polybrite 76 Base Coat or KM Acryl 30: A water-based,liquid-applied elastomeric base coat.
4.4 Polyglass Polyester Fabric Mat or KM Polyester Fabric: A stitchbond polyester fabric for use as
reinforcement.
4.5 Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15: A white or tinted, water-based,
liquid-applied elastomeric coating.
Exterior Research and Design,LLC. Evaluation Report P40690.02.13-112
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION F1.16187-113
Polyglass Liquid Applied Roof Systems;(570)384-1230 Revision 2:09/12/2017
Page 2 of 4
1 TRINITY ERa
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 FBC HVHZ jurisdictions.
5.3 Refer to a current Approved 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 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 Authority Having
Jurisdiction. 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 1511.
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 ANSI/SPRI WD1, FM Loss Prevention Data
Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. 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.
5.8 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. 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 ANSI/SPRI FX-
1 or Testing Application Standard TAS 105.
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 ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard 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 Authority
Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss
Prevention Data Sheet 1-52 or Testing Application Standard 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 Roofing Application Standard RAS
111,except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20-3.
Exterior Research and Design,LLC. Evaluation Report P40690.02.13-112
Certificate of Authorization#9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16187-R3
Polyglass Liquid Applied Roof Systems;(570)384-1230 Revision 2:09/12/2017
Page 3 of 4
' TRINITY ERA
6. INSTALLATION:
6.1 Polyglass Liquid Applied Roof Systems shall be installed in accordance with Polyglass USA 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 named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL LLC —QUA9625;(314)578-3406;k.chancellor@us.ul.com
-THE THREE(3)PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT—
Exterior Research and Design,I.I.C. Evaluation Report P40690.02.13-R2
Certificate of Authorization N9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL16187-113
Polyglass Liquid Applied
yg q pplie Roof Systems;(570)384 1230 Revision 2:09/12/2017
Page 4 of 4
TRINITY;ERD
APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WINO UPLIFT RESISTANCE
Table Deck Application Type Description Page
1A Steel or structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 2
1B Steel or structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 2
2 Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 2
3 Various Recover F Non-Insulated,Bonded Roof Cover 3
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 Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
�. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
i- Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
Y Structural 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 polyisocyanu rate, polystyrene,wood fiberboard,perlite, mineral wool,gypsum-based roof board or asphalt-based 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 Chapter 26,when installed with the roof cover.
4. 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 Dow INSTA-STIK Quik Set Commercial Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
y OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot).
S Note: When multiple loyers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
i 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.
5. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe 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:
Y OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick Polytherm a or ACFoam II)
6. Bonded polyisocya nu rate insulation boards shall be maximum 4 x 4 ft.
7. 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
is Prevention
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 WDi, 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.
8. 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.
9. 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 forthe system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105.
10. 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.
11. "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 P40690.02.13-R2 for FL16187-R3
'Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/12/2017
Prepared by: Robert Nieminen,PE-59166 Polyglass Liquid Applied Roof Systems;(570)384-1230 Appendix 1,Page 1 of 3
TRINR Y ERD
TABLE 1A: STEEL OR STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION,BONDED TOP INSULATION,BONDED ROOF COVER
System Deck Base Insulation Layer Top Insulation Layer Roof Cover MOP
No. (Note 1) Type Fasten Attach Type Attach Base Coat Fabric Coat Top Coat (Psf)
Min.1.5-inch #12 Polygrip(steel only),#14 Polygrip or#15 Polybrite 70, Polyglass Polyester
Min.22 ga.,type Polytherm a, Min.0.5-Inch Polybrite Polybrite
Polygrip(steel only)with 2 7/8 in.Polygrip Hex KM Acryl 15, Fabric Mat or KM
B,Grade 40 steel ACFoam II, Dens Deck Prime D-IS or 70 or KM 70 or KM
Plates,Dekfast#12(steel only),Dekfast#14 or 1 per Polybrite 76 Polyester Fabric
SC-1. or min.2,500 psi Polytherm G, 2 or SECUROCK OB500,12- Acryl 15 Acryl 15 -60.0
structrual ACFoam III, Dekfast#15(steel only)with Dekfast Hex Plate 1.78 ft Gypsum-Fiber inch o.c. or KM Acryl embedded into the at 2 at 1
or Trufast#12 DP(steel only)or Trufast#14 HD 30 at 2 Base Coat,with
concrete Polytherm-H,or H- with Trufast 3"Metal Insulation Plate Roof Board gal/sq. min.4-inch laps gal/sq. gal/sq.
Shield
TABLEIB: STEEL OR STRUCTURAL CONCRETE 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(Note 1) Base Insulation Layer Type Fasten Attach Base Coat Fabric Coat Top Coat (pso f
Polybrite 70, Polyglass Polyester
Min.22 ga.,type B, Trufast#12 DP(steel only) Fabric Mat or KM
(Optional for recover)Min. Min.0.5-inch KM Acryl 15, Polybrite 70 or Polybrite 70 or
Grade 33 steel or min. or Trufast#14 HD with 1 per 2 Polyester Fabric
SC-2. 2,500 psi structrual Trufast 3"Metal Insulation ft embedded into the 1.5-inch,one or more layers, SECUROCK Gypsum- 2 Polybrite 76 KM Acryl 15 at KM Acryl 15 at -75.0
concrete any combination,loose laid Fiber Roof Board Plate or KM Acryl Base Coat,with min.4- 2 gal/sq. 1 gal/sq.
30 at 2 gal/sq. inch laps
TABLE 2: STRUCTURAL CONCRETE DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
ystem Deck Roof Cover
Primer MDP(psf)
No. (Note 1) Base Coat Fabric Coat Top Coat
Min.2,500 psi structrual Polybrite 70,KM Acryl 15,Polybrite Polyester Fabric Mat or KM Polyestere 76 or Polybrite 70 or KM Acryl Polybrite 70 or KM Acryl
C-1 concrete None KM Acryl 30 at 2 gal/sq. Fabric embedded into the Base Coat,with min.3- 15 at 2 gal/sq. 15 at 1 gal/sq. -495.0
inch laps
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P40690.02.13-R2 for FL16187-R3
Certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/12/2017
Prepared by: Robert Nieminen,PE-59166 Polyglass Liquid Applied Roof Systems;(S70)384-1230 Appendix 1,Page 2 of 3
VfRiNITYIERD
TABLE 3: RECOVER APPLICATIONS
SYSTEiVI TYPE F: NON-INSULATED,BONDED ROOF COVER
System Substrate
No. Base Coat Fabric Coat Top Coat MDP(psf)
(Notes 1&30)
PG 800 Asphalt Emulsion Roof Coating at Polyglass Polyester Fabric Mat or KM Polyester Polybrite 70 or KM Acryl Polybrite 70 or KM Acryl 15 at 2
R-1 Existing asphaltic BUR Fabric embedded into the PG 800,with min.3- -45.0
inch laps
4 gal/square 15 at 2 gal/square gal/square
Existing asphaltic BUR or Polyglass Polyester Fabric Mat or KM Polyester
R-2 granule-surfaced modified Polybrite 70,KM Acryl 15,Polybrite 76 Fabric embedded into the Base Coat,with min. Polybrite . or KM Acryl 15 Polybrite 70 or KM Acryl 15 at i
or KM Ac -157.5
bitumen ryl 30 at 2 gal/sq. 3-inch laps at 2 gat/sq. gal/sq.
•
Exterior Research and Design,LLC.d/b/a Trinity I ERD Evaluation Report P40690.02.13-R2 for FL16187-R3
certificate of Authorization#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION Revision 2:09/12/2017
Prepared by: Robert Nieminen,PE-59166 Polyglass Liquid Applied Roof Systems;(570)384-1230 Appendix 1,Page 3 of 3