HomeMy WebLinkAboutEVALUATION REPORT24 Cross Street, Suite 113
See Pages 5 & 7
I LE®pY EXTERIOR RESEARCH &DESIGN, U.C.
Certificate of Authorization #9503
U.C.
TRINITY ( ERD 1 353 Christian Street
(� J Ee►�`1�����—p�� Oxford, CT06478
(203)262-9245
EVALUATION REPORT rr cst /Gfl
Polyglass USA, Inc.
150 Lyon Drive JAN 2 l)19
Fernley, NV 89408
(570) 384-1230
ST. Lucie Coantya P@fi
Evaluation Report P40690.02.13-R2
FL16187-R3
Date of Issuance:02/06/2013
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 6`h 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.
Florida Registration No. 59166, Florida DCA ANE1983
SCANNED
BY
St. Lucie County
The facsimile seal appearing was authorized by Robert Nieminen,
P.E.on09/12/2017. This does not some as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Exterior Research & Design, I.I.C. 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 Trinityl 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.
s24 Cross Street, Suite 113
See Pages 5 & 7 `\- j TRINITY I 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 6th 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
Pro a
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:
Ent!
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.S 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-R2
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL16187-R3
Polyglass Liquid Applied Roof Systems; (570) 384-1230 Revision 2: 09/12/2017
Page 2 of 4
_)'24 Cross Street, Suite 113
See Pages 5 & 7 '`',�TRINITYJERD
(
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, 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, U.C. Evaluation Report P40690.02.13-R2
Certificate of Authori:ution#9503 6T"EDITION(2017) FBC NON-HVHZ EVALUATION FL36187-R3
Polyglass Liquid Applied Roof Systems; (570) 384-1230 Revision 2: 09/12/2017
Page 3 of 4
�24 Cross Street, Suite 113
See Pages 5 & 7 �INITYIERD
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.
B. MANUFACTURING PLANTS:
Contact the named CIA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 OA requirements.
9. QUALITYAsSURANCE 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, LLC. Evaluation Report P40690.02.13-R2
Certificate of Authorization #9503 6'v EDITION (2017) FBC NON-HVHZ EVALUATION FL16187-R3
Polyglass Liquid Applied Roof Systems; (570) 394-2230 Revision 2: 09/12/2017
Page 4 of 4
324 Cross Street, Suite 113
See Pages 5 & 7 QOTFUNITYIERD,
.APPENDIX 1! ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE -
Table Deck Application Type Description Page
SA 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
Various Recover F Non -Insulated, Bonded Roof Cover
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.
2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement:
D Steel: Minimum 0.75-inch penetration and engage the top Flute of the steel deck.
D 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 polyisocyanurate, polystyrene, wood fiberboard, perlite, mineral wool, gypsum -based roof board or asphalt -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. 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:
➢ Dow INSTA-STIK Quik Set Commercial Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
D OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot).
D Note. When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints shall be staggered.
➢ 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 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:
➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-inch thick Polytherm a or ACFoam II)
6. Bonded polyisocyanurate 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
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 Lo:
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) f'.
Zone 2/3 enhancements.
B. 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 for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TA5105.
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, U.C. d/b/a Trinity ) ERD Evaluation Report P40590.02.13-R2 for FL16187-R3
Certificate of Authorization #9503 6r" 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
324 Cross Street, Suite 113
See Pages 5 & 7
"`J\T'_'RINITY ERD
TABLEIA: STEELORSTRUCTURAL CONCRETE DECKS —NEW CONSTRUCTION, RECOVER
,REROOF(TEAR-OFF)-PR
SYSTEM TYPE Bi MECHANICALLY ATTACHED BASE INSULATION, BONDEDTOP 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
(PSI
Min. 1.5-inch
#12 Polygrip steel only), 014 Polygrip or
Yg P ( Y). Yg P
Polybrite 70,
y
Polyglass Polyester
Yg Y
Min.22 type
Polytherm a,
Polygrip (steel only) with 2 7/8 in. Polygrip Hex
Min. 0.5-inch
KM Acryl 15,
Fabric Mat or KM
Polybrite
Polybrite
40
B, Grade, 0 steel
ACFoam II,
Plates, Dekfast #12 (steel only), Dekfast #14 or
1 per
Dens Deck Prime
D-IS or
Polybrite 76
Polyester Fabric
70 or KM
70 or KM
SC-1.
or min. 2,500 psi
Polytherm G,
Dekfast #15 (steel only) with Dekfast Hex Plate
1.78 fit'
or SECUROCK
OB500, 12-
or KM Acryl
embedded into the
Acryl 15
Acryl 15
-60.0
structrual
ACFoam III,
or Trufast #12 DP (steel only) or Trufast #14 HD
Gypsum -Fiber
inch o.c.
30 at 2
Base Coat, with
at 2
at 1
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(TOFF)OR RECOVER.
EAR-
- ,
^ SYSTEM TYPE C: MECHANIC ALLY ATTACHED INSULATION, ROOF COVER
System
Top Insulation Layer
Roof Cover
MOP
No.
Deck (Note 1)
Base Insulation Layer
(psf)
Type
Fasten
Attach
Base Coat
Fabric
Coat
Top Coat
Polybrite 70,
Polyglass Polyester
Min. 22 ga., type B,
(Optional for recover) Min.
Min. 0.5-inch
Trufast #12 DP (steel only)
KM Acryl 15,
Fabric Mat or KM
Polybrite 70 or
Polybrite 70 or
SC-2.
Grade 33 steel or min.
1.5-inch, one or more layers,
SECUROCK Gypsum-
or Trufast #14 HD with
1 per 2
r
Polybrite 76
Polyester Fabric
KM Acryl 15 at
KM Acryl 15 at
-75.0
2,500 psi structrual
any combination, loose laid
Fiber Roof Board
Trufast 3"Metal Insulation
ft
or KM Acryl
embedded into the
2 gal/sq.
1 gal/sq.
concrete
plate
30 at 2 gal/sq.
Base Coat, with min. 4-
inch laps
TABLE2: STRUCTURAL CONCRETE DECKS -NEW CONSTRUCTION OR REROOF(TEAR-'OFF)
SYSTEM TYPEF^NON-INSULATED; BONDED ROOF COVER"
System
Deck
Primer
Roof Cover
MDP (ps
Base Coat
Fabric
Coat
Tap Coat
No.
(Note 1)
Min. psi structrual
Polybrite 0, KM Acryl 15, Polybrite 76 or
Polyglass Polyester Fabric Mat or KM Polyester
Polybrite 70 or KM Acryl
Polybrite 70 or KM Acryl
C-1
concreteete
None
3
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, I.I.C. d/b/a Trinity I ERD Evaluation Report P40690.02.13-R2 for FL36187-R3
Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHI EVALUATION Revision 2: 09/12/2017
Prepared by: Robert Nieminen, PE-59166 Polyglass Liquid Applied Roof Systems; (570) 384.1230 Appendix 1, Page 2 of 3
324 Cross Street, Suite 113
See Pages 5 & 7
"�RINiTY ERD-
I
- - TABLE 3:. RECOVER APPLICATIONS
SYSTEMTYPEF: NON -INSULATED, BONDED ROOF COVER
System
Substrate
Base Coat
Fabric
Coat
Top Coat
MCP (psf)
No.
(Notes 3 & 10)
Asphalt Emulsion Roof Coating at
Polyglass Polyester Fabric Mat or KM Polyester
Polybrite Acryl
or KMquare
Polybrite 70 or KM Acryl 15 at 2
R-1
Existing asphaltic BUR
4 gal/square
4 g l/s
Fabric embedded into the PG 800, with min. 3-
gal/s0
15 at 2 gal/square
gal/square
-45.0
inch laps
Existing asphaltic BUR or
Polybrite 70, KM Acryl 15, Polybrite 76
Polyglass Polyester Fabric Mat or KM Polyester
Polybrite 7. or KM Aryl 15
Polybrite 70 or KM Acryl 15 at 1
R-2
granule -surfaced modified
or KM Acryl 30 at 2 gal/sq.
Fabric embedded into the Base Coat, with min.
at 2 gal/sq.
gal/sq.
-157.5
-
bitumen
3-inch laps
Exterior Research and Design, U.C. d/b/a Trinity I ERD Evaluation Report P40690.02.13-R2 for FL16187-R3
Certificate of Authorization 99503 6ie 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