HomeMy WebLinkAboutEVALUATION REPORTD(TERIOR RESEARCH & DESIGN, U.C.
Certb7cate afAuthorkatlon N9503
-1'���-nr ERD .SCANNED' 353 Christian Street
BY oxford, Cra647R
EVALUATION REPORT St. Lucie County (203)262-9245
Polyglass USA, Inc. Evaluation Report 119290.02.o8-R20
150 Lyon Drive F11654-R22
Fernley, NV 89408 Date of Issuance: 02/11/2008
(570) 384-1230 Revision 20: 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 SBS and APP Modified Bitumen Roof Systems
LAREUNc: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED CoMPuriNce 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 Nleminen, 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 6, plus a 58-page Appendix.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE19R3
usl rnrhh
Or _
R..>:
t `Jaii�Nni„�@.T' Ttr Lmuv�eseJaPwsrttvasaur6m4edh11oEen Nkmmea,
PE®09n]/]N]. Th6dwnohsehcosaneknmNnP/rlaned
a�N
Com,to noN OF INDITENDINCE.
L Exterior Research & Design, U.C. d/b/a Trinity I ERD does not have, nor does it Intend to acquire or will It acquire, a Rnandal Interest
In any company manufacturing or distributing products It evaluates.
2. Exterior Research & Design, U.C. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or
distributing products It evaluates.
3. Robert Meminen, P.E. does not have nor will acquire, a finandal 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
S. This Is a building code evaluation. Neither TrinityI ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project an which this Evaluation Report, or previous verslons thereof, Is/was used for permitting or design guidance unless retained
specifically for that purpose.
�J TRINITY J ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing. _
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Pohyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc, have demonstrated compliance with the following sections of the 6o Edition (2017) Florida Building Code
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Umitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
ProveProvertV
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL1897
2012
3-504.7
Impact
FM 4470
2012
1507AL2
Physical Properties
ASTM D6162
2008
1507.11.2
Physical Properties
ASTM D6153
2008
1507.11-2
Physical Properties
ASTM 06164
2011
1507.11.2
Physical Properties
ASTM D5222
2011
1507.11.2
Physical Properties
ASTM D6509
2009
3. REFERENCES:
Entity
Esmmination
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(TST6D49)
FM 4470/4474
P13770.09.09
09/10/2009
ERD (TST6049)
FM 4470/4474
P30540.11.09-111
11/30/2009
ERD (TSMD49)
FM 4470/4474
P30550.12.09
12/02/2009
ERD (TST6049)
Physical Properties
P33960.12.30
12/30/2010
ERD(TSM49)
FM 4470/4474
P33970.03.11
03/15/2011
ERD (TS76D49)
Physical Properties
P37590.03.13.3A
(13/0612013
ERD (TST6D49)
FM 4470/4474
P39680.03.13
03/04/2013
ERD (TST6049)
Physical Properties
P37590.03.13-1-111
06/26/2013
ERD(TST6049)
Physical Properties
P37590.03.13-2-111
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-2
07/01/2013
ERD(TSTG049)
Physical Properties
P37590.D3.13-5-RS
07/01/2013
ERD (TST6049)
Physical Properties
P37590.07.13-1
07/07/2013
ERD DST6049)
FM 4470/4474
P41630.08.13
OB/06/2013
ERD (fST6049)
Physical Properties
P45940.09.13
09/04/2013
ERD CM760491
Physical Properties
P44370.10.13
10/04/2013
ERD(TST6U49)
Physical Properties
P39520.09.14-2
09/11/2014
ERD(TSf60491
FM 4470/4474
SC6160.11.14
11/30/2014
ERD (TST5049)
Physical Properties
PLYG-P45440SC03.15-1
03/31/2015
ERD (TST6049)
Physical Properties
SC5170.05.15
05/08/2015
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
ERD(TST5049)
Physical Properties
SC5170.12.15
12/29/2015
ERD PST6049)
FM 4470/4474
SC9455.15
D4/01/2016
ERD(TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
ERD (TST6049)
FM 4470/4474
PLYG-SC30815.07.16-R1
09/23/2016
ERD(TST6D49)
ULIB97
PLYG-SC12025.10.16
lot"Is
ERD(TST6049)
FM 4470/4474
PLYG-SC1I475.16
11/17/2016
ERD(TS76049)
FM 4470/4474/UL1897
PLYG-SC13235.01.17
01/17/2017
ERD (TST6049)
FM 4474/UL1897/TAS 114
PLYG-SC13920.05.17
05/30/2017
ERD(TST11294)
FM 4474/UL3897/TA5114
PLYG-CTL33945.05.17-1
05/30/2017
Exterior Research and Design, U.C.
Evaluation Report P9290.02.0114120
Certiilrateo/AuNmrlraticn 99503
6TM EDITION(20171 Fat NON41VHZ EVALUATION
FL1654-RU
Polyglass Modified Bitumen Roof Systems; (5701384-1230
ReVBion 20:09/12/2017
Paget of 6
Ent It (
ERD(TST11294)
ERD(T576049)
ERD (TSr6049)
FM Approvals (TST3867)
FM Approvals (TST1867)
FM Approvals jTS171867)
FM Approvals (TST1867)
FM Approvals (75T1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST3857)
FM Approvals (TST1867)
FM Approvals (TM867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1857)
FM Approvals (T5T1867)
FM Approvals (TSr1857)
FM Approvals (T571857)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals (TST1867)
FM Approvals CW1867)
FM Approvals CM1667)
FM Approvals (TST1867)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TST5878)
PRI(TS175878)
PRI(TST5878)
PRI (W5878)
PRI D-575878)
PRI(TST5878)
Miami -Dade (CER1592)
Miaml-Dade (CER3592)
UL LLC (QUA952S)
4. PRODUcr DESCRIPyicm
Examination
FM 4474/UL1897/TAS 114
FM 4474/UL1897
FM 4474/TAS 114
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 4470
FM 447D
FM 4470
FM 4470
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
FM 4470/4474
Physical Properties
Physical Properties
Physical Properties
Physical Properties
TAS 114
TAS 114
TAS 214
TAS 114
TAS 114
HVHZ Compliance
Proposal for Review
QualityControl
Reference
PLYG-CTL13945.05.17-3
PLYG-SC13945.05.17
PLYG-SC15760.09.17
2W7A7.AM
OD3A3.AM
ZDOAO.AM
2DSA9.AM
3OD6646
3001334
3001334
3000857
3MM091
3006115
3012321
3014692
3014751
3007170
3019317
3020703
3018332
3023368
3024594
3023458
3030668
3032172
3049631
3057029
PUSA-062-02-01
PUSA-061-02-02
PUSA-064-02-02
PUSA-062-02-02
PUSA-288-02-01
PUSA-11IM2-02
PUSA-188.02-03
PUSA-202-02-01
PUSA-202-02-02
Various WAS
1D-0823
Service Confirmation, R14571
, I R NITY I ERD
Date
05/30/2017
05/30/2017
09/W2017
08/04/1994
U4104/1997
12 11998
O6/22/1999
01/04/2000
01/LS/2000
02/15/z0o0
01=2000
01/12/2000
OSIU212001
07/29/2002
08/05/2003
08/27/2003
01/13/2004
06/30/2004
07/30/2004
01/31/2006
03/20/2006
05/23/2006
07/18/2006
09/12/2007
06/W2009
04/21/2014
02/02/2017
12/04/2007
01/28/2008
02/27/ZOOB
12/04/2008
02/08/2017
02/03/2017
02/08/2017
05/17/2017
05/17/2017
Various
.1011212010
Exp. 10/06/2018
This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA,
Inc. published Installation instructions and the Limitations / Conditions of Use herein. The folloviing Polyglass
membranes make up the subject systems.
R0_LLCiOObS FOR:POLY1; M0p7FIm
-Product
' Type
SpedRta
tion
Reference
Grade
Type
Base Sheets _
Polyglass 62 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM.D4601
N/A
11
PolyglassAPP One
ASTM V6509
1 N/A
N/A
Exterior Research and Design, I.I.C. Evaluation Report P9290.OL08-R2O
CeM%TmtcgrAuthadeatf"#5503 6"'EomON IZD171 FBC NON-HVHZ EVALUATION FL1654-R2Z
Polyglass Modified Bitumen Roof Systems; (S70)384.123D Reviston20:09/12y2017
Page3af6
\1 PJNI jY' ERD
7�BI.E3(coNnyueo)-Rou
G000sFARPotVGUISSMgoiFi�of3truh4al
RooF3V5TEms; ,.,, - "�'
T
Type
Product
Specification
Reference
Grade
Type
SOS Membranes
Pol lass HT Base 650 -
ASTM D6162
S - -
—III—
Elastobase
ASTM D6163
S
1
ElastoflexV
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastailm SA V Plus
ATTMD6163
S
I
ElastoflexSA V Pius FR
ASTM D5153
S
1
Elastobass Poly
ASTM D5164 I
S
I
Elastoflex S6
ASTM D5164
S
I
Elastoflex S6 Type 11
ASTM B6164
S
II
Elastoflm VG
ASTM D6163
G
1
Elastoflex VG FR
ASTM O6163
G
I
SOS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex 56 G FR
ASTM 06164
G
I
Polyftesko G SOS (sand or of film backed)
ASTM D6164
G
1
Palyfresko G SOS FR (sand or poly -film backed)
ASTM D6164
G
Elastoshleld TS G
ASTM D6164
G
1
Elastoshleld TS G FR
ASTM D6164
G
I
Elastoflex SAP
ASTM D6164
G
I
FJastoflexSA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I .
APP Membranes
Polyflex
ASTM D6222
S
I
Po UG
ASTM DB777
G
1
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
1
PoNfteskp G FR
ASTM DB777
G
I
Polybond
ASI-M DOM
S
I
Pol bond G
ASTM D6222
G
I
PolyfluSA P
ASTM D6222
G
I
PolyflexSA P FR
ASTM D6222
G
I
Poiyfresko G SA
ASTM D6222
G
1
Palykool
ASTM D6222
S
I
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityI ERD nor Robert Nleminen, 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 HVHZjurisdictions.
53 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 2503.4.1 and 2603.6 apply.
55 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 161L
Extedor Research and Design, U.C. Evaluation neport P929o.02.OB-R20
CutWmte of Autharfration49503 a"EDmON(2017) FBC NON-HVHZ EVALUATION F11654-Itt2
Polyglass Modified Bitumen Roof Systems;(570) 384-t23D Revision 20:09/12/ZD17
Page4 of 6
\! TRINITY { ERD
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-
Prev ention 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 2.210.1 of FM Loss
Prevention Data Sheet 1-Z9 (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.
59 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.
5.20 For handed 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 E9D7, 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 misting 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-SZ 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 AN51/SPRI ES-1 or Roofing Application Standard
RAS 111, except the basic wind speed shall be determined from FBC Figure 16093(1), 16093(2) or
1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61620-3.
6. INSTALLATION:
6.1 Polyglass Modified Bitumen Roof Systems shall be installed in accordance with Polyglass USA, Inc. 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.
Exterior Research and Design, I.I.C. Evaluation Report P9290.0208-1120
Certi/hote o(Authorhadcn U9503 6o'EDMON IUD) FBC NON-RVHZ EVALUATION Fu65FR22
Polyglass Modified Bitumen Roof systems; (570) 384.1230 Revision 20: 09/12/2017
Pages of 6
"\ i�RINIiY' ERD
6.3 Any of the following FBC Approved coatings maybe applied to the top roof membrane without adverse effect
on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated
with coating usage.
r
i
t
Y
y
PG200. Non-Fibered Roof Coating; - --- -
PG300 Fibered Roof Coating,
PG600 Non-Fibered Aluminum Roof Coating;
P6650 Fibered Aluminum Roof Coating,
PG700 High Quality Elastomeric Roof Coating or KM Acryl 25;
PG700QS (Quick -Set) High Quality Elastomedc Roof Coating or KM Acryl 25-QS (over granule -surfaced
APP or SBS only);
PG800 Asphalt Emulsion Roof Coating,
Polyplus ED Premium Non-Fibered Aluminum Roof Coating;
Polypius 65 Premium Fibered Aluminum Roof Coating;
Polybrite 70 Premium Grade Elastomeric Roof Coating or KM Acryl 15;
Poybrite 70QS (Quick -Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (over granule -
surfaced APP orSBS only);
Polybrite 90 High Solids Silicone Roof Coating;
Polybrite 95 Silicone Roof Coating.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
S. MANUFACNIRING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 CA
requirements
9. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (314) 578-3406, k.chancellor@us.ul.com
-THESE-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
FMedor Research and Design, LLC. Evaluation Report P9Z90.aL08-RZ0
certr/rmte ofAuthorirudon A9503 6"EmRON(2017)FOC NON-HVHZ EVALUATION FL1650.R22
Polyglass ModiRed BRumen Roof Systems; 1570)380-12MO Revision20:09/12/2017
Page 6 of 6
TINITY J ERD
system
Deck
Anchor5heet
I One Insulation
Top Insulation
I RoofCover(Note 25)
No.
(Nata1)
Type
Fasten
Attach
Type
Attach
Type
Attach
���
Ply
cap Ply
MOP
(Ps0
32 Ga., 1-5/8-
6-Inch o.c In 44rch
MIn. 2-Inch Polytherm,
D-IS, OaSOO,
Min.
Elastabase,
Inch diameter
lap and 6-Inch o.c In
ACFoam Il, Ill,
CR-20 or M.
0-I5,
(optional)
585-Sk
W-28
19/32-Inch
Elastabase P
tin capswith
four (4), equally
Pol therm H, H-Shleld,
y
OSFA, atop(Optional)
Additional
OB500,
SBS-SA
585-5A, 585•
APP-SA,
plywood
(sanded -top)
12ga.
sparcenter
H-SFA3
fastener ram,
layers of base Insulation
CR-20 or
TA, APP-TA
Say -TA
•60.D•
sannular
ringshank nails
center rows
rows
and RGY-3Multi-Max
FA3 of ENflGY-3
7-Inch o,C
M-OSFA
APPTA
32 ga,1-5/8-
6-Inch a.e In 4-Inch
MIn 2-Inch PolyMerm,
D-IS, OBSOD,
Min.
Elastabase,
inch diameter
lap and 6-Inch o.e in
ACFoam 11, 111,
CR-20 or M-
(Optional) Additional
D B
DBSW,
Polyflex
(Optonal)
W29
19/32-Inch
ElastobaseP
tin caps with
four(4), equally
Polythene H, H-Shleld,
OSFA, atop
APP-TA
-60.0•
plywood
(sanded -top)
12 ga. annular
spaced staggered
H-ShIeld CG, Muld-Max
fastenerrows,
layers ofbaselnsuladon
CR-20 or
SA Base
APp TA
ring shank nails
center rows
FA3 or ENRGY•3
74nch o.e
M-05FA
Emerlor Research and Design, LLG d/b/aTHnityI ERD Evaluation Report P9290.02.09-11FL3 70 for 654-1122
Certificate ofAuthorbatlan 49503 6nr EDrrm(2017)FOC NON-HVHZEVALUATION Revision 20: 09/12/2017
Prepared by: Robert Nleminen,PE-59166 Polyglass Modified Bitumen Roof system, (570)394.1230 Appendix 1, Page 9 of58
\f TRINITY I ERD
EVALUATION REPORT
GAF
i Campus Drive
Parsippany, NJ 07054
(800) 766-3411
RECEIVED EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
FEB 19 ?019 353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
ST. Lucie County, Permitanc,, (203) 262-9245
SCANNED —Evaluation Report 01506:0332-R6
BFL35487-R6
Y
Date of Issuance: 04/23/2012
St. Lucie County Revision 6:12/15/2017
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 and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Synthetic Roof Underlayments
LABEUNr;: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED ComPuANcE: 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) 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCJ4 ANE1983
The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 12/15/2017. This does net serve as an
electmnleallysigned document
CERTIFICATION OF INDEPENDENCE:
1. TrinityiERD 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. Trinity] 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.
S. This is a building code evaluation. Neither TrinitylERD 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.
\J I MNITY J ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Synthetic Roof Underlayments, as produced -bµGAF; have demonstrated compliance
with the following sections of the IS" Edition (2017) Florida Building Code through testing in accordance with the
applicable sections of the following Standards. Compliance is subject to the Installation Requirements and
Umitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Prove
Standard
Year
1507.1.1, T1507.1.1 Unrolling, Breaking Strength,
ASTM D226
2009
Pliability
1507.1.1 Tear Strength
ASTM D4533
2015
3. REFERENCES:
knOy Examination
Reference
Date
ERD (TST 6049) Physical Properties
R3360.02.07-2-R1
03/13/2007
ERD (TST 6049) Physical Properties
G32110.12.08
12/02/2008
PRI (TST 5878) Physical properties
BRY-003-02-01
03/19/2002
PRI (TST 5878) Physical properties
GAF-224-02-01
07/27/2009
PRI (TST 5878) Physical properties
GAF-349-02-01
07/03/2012
PRI (TST 5878) FBC 1507.1.1 (Exception)
GAF-818-02-01
12/05/2017
ITS (TST 1509) Physical properties
100253583COQ-010A
O1/11/2011
Miami-Dade(CER 1592) HVHZ compliance
16-1213.04
11/16/2017
Miami -Dade (CER 1592) HVHZ compliance
16-1216.02
02/02/2017
ICC-ES(EVL2396) IBC/IRC compliance
ESR-2053
07/O1/2017
ICC-ES(EVL2396) IBC/IRC compliance
ESR-2808
07/01/2017
ICC-ES (EVL2396) IBC/IRC compliance
ESR-3286
02/01/2017
UL, LLC (QUA 9625) Quality Control
R10689; Charleston, SC
06/16/2017
UL, LLC (QUA 9625) Quality Control
R10689; North Bay, ON
04/OS/2017
UL, LLC (QUA 9625) Quality Control
R10689; Fontana, CA
07/07/2017
UL, LLC(QUA 9625) Quality Control
R30689; McGregor, Tx
05/24/2016
UL, LLC (QUA 9625) Quality Control
R30689; Pryor, OK
06/20/2017
UL, LLC (QUA 9625) Quality Control
R10689; Mission, BC
06/27/2017
4. PRODUcr DESCRIPTION:
4.1 Deck-Armoff Premium Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene
laminated polyethylene scrim sheet roof underlayment,
available in 48-inch or 54-inch roll widths; meets
FBC 1507.1.1 (Exception).
4.2 RootPrd" SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof
underlayment; meets AC365.
4.3 Shingle -Mate® Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC
1507.1.1 (Exception).
4.4 StormSaWm Anchor Sheet is a polypropylene woven fabric which serves as an anchor sheet in two-ply
roof underlayment systems; meets FBC 1507.1.1 (Exception).
4.5 Tiger PaWm Roof Deck Protection is a non -woven,
polypropylene reinforced, polymer coated roof
underlayment; meets FBC 1507.1.1 (Exception).
Exterior Research and Design, U.C. Evaluation Report 01506.03.12-R6
CerdProte OfAutborkadon 99503 6'" EDITION(2017) FBC NON-HVHZ EVALUATION FUS487-R6
GAF Synthetic Roof Undedayments Revision 6: 22/15/2017
Page 2 of 6
�l I RINITY 1 ERD
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trimityl 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 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory or test report from accredited testing agency for fire ratings of this product.
5.4 GAF Synthetic Roof Underlayrrients may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE'S0P710N5�
—
Wood
Slate or
Underlayment
Asphalt
Nail -On Tile
Foam -On
,NIB
Metal
Shakes&
Simulated
Shingles
Shingles
Slate
Deck -Armor"' Premium
Breathable Roof Deck
- Wes
w
t� No
Conta,tMfg�
Caxttad Mfg
Contact Mfp„
Protection
r
RoofPro'm SBS-Modified
ILI,
All -Put ose
Yes
PRt'*�
No.
yes
Underlay
Shingle-Mate°RoofPIO
oa
NoDeck
Protection'Tiger
Paw"' Roof DeckNo.
Contact
Protection
*
Mfg l
19,Mfg
5.6 Exposure Limitations:
Deck -Armor"' Premium Breathable Roof Deck. Protection; RoofProm SBS-Modified All -Purpose
Underlayment; Shingle -Mate® Roof Deck Protection; StormSafeTM Anchor Sheet; Tiger PawTM Roof Deck
Protection shall not be left exposed for longer than 30-days after installation.
6. INSTALLATION:
6.1 GAF Synthetic Roof Underlayments shall be installed in accordance with GAF published installation
instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application.
6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
6.3.2 Fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Exterior Research and Design, U.C. Evaluation Report 01506.0312-116
Certfflcm Of Authoriiotlon49503 6'xEDITION (2017)FBC PION-HVHZ EVALUATION FUS487-RG
GAF Synthetic Roof Undedayments Revision 6:12/1s/2017
Page 3 of 6
\! 1 RINITY i ERD
I
6.3.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty' SBS Self -
Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderltoofTM 2 Polyester -Surfaced Leak
Barrier; UnderRoofm HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier or
WeatherWatch® XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of
the underlayment. Along the rake, install the underlayment; leaving 6to 8-inch of the deck exposed, and
then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak
barrier over the underlayment. Refer toFL10626.
6.3.4 Non -Tile Roof Installations:
Single Laver: Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch. o.c. Fasten in the field of the roll
12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -
laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the
field. Ensure all end laps are staggered at least 3-feet apart.
Double Laver: 2:12 < Roof Slope < 4:12:
If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses.
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll
12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in
maximum 22.5-inch exposure) or minimum 28.5-inch side -laps for 54-inch wide rolls (resulting in
maximum 25.5-inch exposure) and minimum 6-inch end -laps. Fasten 64rich o.c. along the low edge and
end laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are
staggered at least 3-feet apart.
6.4.1 Shall be installed in compliance with -the requirements for ASTM D226, Type I or 11 underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet -
width for double -layer applications.
6.4.2 Fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
6.4.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Uberty^ SBS Self -
Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof" 2 Polyester -Surfaced Leak
Barrier; UnderRoofTM HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier or
WeatherWatch® XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of
the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and
then install the leak barrier,over the underlayment and exposed decking. At other areas, install the leak
barrier over the underlayment. Refer to FL10626.
6.4.4 Non -Tile Roof Installations:
Single Laver: Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll
12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -
laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the
field. Ensure all end laps are staggered at least 3-feet apart.
Exterior Research and Design, U.C. Evaluation Report 01506.03.12-R6
Cernfirate nfAuthori:uBcn LAS03 6'a EDI1ION(2017)FBC NON-HVHZ EVALUATION F115487-116
GAF Synthetic Roof Underlayments Revision 6: 12/15/2017
Page 4 of 6
� I RINIIY I ERD
Double Laver: 2:12 < Roof Slope < 4:12:
If leak barrier (6.4.3) is not used, install a half-widthsheet at the eave prior to subsequent courses.
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll.
12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side4aps (resulting in maximum 22.5-inch
exposure) and minimum 6-inch end4aps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch
o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-
feet apart.
6.5.1 StormSafd" Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply
systems.
6.5.2 Fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails, corrosion -resistant
nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates.
6.5.3 Non -Tile Roof Installations:
Starting at the eave, fasten the eave edge and 6-inch wide end4aps 6-inch o.c. Fasten in the field of the roll
12-inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -
laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the
field. Ensure all end laps are staggered at least 3-feet apart.
One the same day, install Liberty"' SBS Self -Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier;
UnderRoofTM HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier or
WeatherWatch® XT Mat Surfaced Leak Barrier over the StormSaferO Anchor Sheet. Refer to FL10626.
6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC
Table 1507.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are
permitted.
6.6.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty"' SBS Self -
Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof" HT High Temperature Leak
Barrier; WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier at
vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves
and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the
underlayment, leaving 6 to B-inch of the deck exposed, and then install the leak barrier over the
underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. Refer
to FL10626.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
Exterior Research and Design, LLC. Evaluation Report 01506.03=-R6
pva/rmte ofAUMorltadon a9503 fi'" EDmON(2017) FBC NON-MMZ EVALUATION FLt5487-116
GAF Synthetic Roof Undedayments Revision 6: 12/15/2017
Page 5 of 6
\ '��TPJNITY I ERD
S. MANuFAcrURING PLANTS:
Contact the noted CA agency for information on product locations covered for F.A.C. 61620-3 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
5oecificatlon
Product Di,
North Bay, Ontario
FBC 1507.1.1 (Exception)
Deck -Armor^' Premium Breathable Roof Deck Protection, StormSaWl—
Anchor Sheet
Fontana; CA
AC165
Roofl)ro" SBS-Modified All -Purpose Underlayment
Pryor, OK
FBC 1507.1.1 (Exception)
Shingle -Mate® Roof Deck Protection
McGregor, TX
FBC 1507.1.1 (Exception)
Shingle -Mate® Roof Deck Protection
Mission, BC
FBC 1507.1.1 (Exception)
Tiger Paw^ Roof Deck Protection
Charleston, SC
FBC 1507.1.1 (Exception)
Tiger Pawm Roof Deck Protection
9. QuAuTyAssURANCE ENTITY:
UL, U-C. — QUA9625; (847) 664-3281
-END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report 01506.03.22-R6
GUWflMe of Auffiarkatfon 435a3 EDMON 12017) FBC NON-HVHZ EVALUATION FUM7-116
GAF Synthetic Roof Undedayments Revision 6: 12/15/2017
Page 6 of 6
EXTERIOR RESEARCH & DESIGN, U.C.
Certificate of Authorization #9503
TRINITY 1 353 CHRISTIAN STREET, UNIT 478
ERD OXFORD, CT 06478
(203) 262-9245
EVALUATION REPORT
GAF SCANNED
Evaluation Report 01506.01.08-R22
1 Campus Drive BY FL10124-R20
Parsippany, NJ 07054 St. Lucie CountyY Date of issuance:01/03/2008
(800) 766-3411 Revision 22: 09/20/2017
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 and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the a Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and FBC 1507.2.7.1 / R905.2.6.1.
CONnNUED 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 "Trinityi 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.
INSPECnON: 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 6.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE190
The Evalmgeseal appeaft.sadhm W br Robert Nieminen,
P.Ew09/20/2n17. Thkdmsnasemasaneledmn Wslgned
dae,menr.
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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. Trinity[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
S. 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.
\J TWNITY ERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: GAF Asphalt Roof Shingles, as produced by -GAF, have.demonstrated.compliance-with-the—
following sections of the 6d' Edition (2017) Florida Building Code and Florida Building Code, Residential Volume
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
Pra a
Standard
Year
1507.2.4 / 1507.1.1,
Physical Properties
ASTM D1970
2015
R905.2.3 / R905.1.1
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2010
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D3161
2016
1507.2.7.1, R905.2.6.1
Wind Resistance
ASTM D7158
2011
1507.2.7.1, R905.2.6.1
Wind Resistance
TA5107
1995
3. REFERENCES:
9WHY
Examination
Reference
Date
GAF (PDM 1915)
Letter of Equivalency
Seal -A -Ridge Impact Resistant IR
01/13/2012
PRI (TST 5878)
Physical Properties
GAF-025-02-01
03/27/2002
PRI (TST 5878)
ASTM D3462
GAF-059-02-01
09/02/2004
PRI (TST 5878)
ASTM D3462
GAF-080-02-01
05/25/2005
PRI (T5T 5878)
Physical Properties
GAF-324-02-01
12/O1/2011
PRI (IST 5878)
Wind Driven Rain
GAF-407-02-01
01/21/2013
UL (TST 1740)
ASTM D3462
93NK6295
11/29/1993
UL (TST 1740)
ASTM D3462
99NK43835
01/12/2000
UL (TST 1740)
TAS107
94NK9632
03/29/2000
UL (TST 1740)
ASTM D3462
01NK06632
02/02/2001
UL (TST 1740)
ASTM D3161, TAS 107
01NK9226
05/21/2001
UL TST 1740)
ASTM D3161
01NK37122
12/18/2001
UL(TST 1740)
ASTM D3462
01NK37122
12/19/2001
UL (TST 1740)
ASTM D3161, TAS 107
02NK12980
04/10/2002
UL (TST 1740)
ASTM D3161, TAS 107
02NK30871
09/09/2002
UL (TST 1740)
ASTM D3161
03CA5367
03/11/2003
UL (TST 1740)
ASTM D3462
03NK26444
10/17/2003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL (TST 1740)
ASTM D3161
04NK13850
06/23/2004
UL (TST 1740)
ASTM D3161
04NK30546
03/10/2005
UL(TST 1740)
ASTM D3462
04NK22009
05/06/2005
UL (TST 1740)
ASTM D3161
04NK22009
05/09/2005
UL(TST 1740)
ASTM D3462
OSNK27924
02/10/2006
UL(TST 1740)
ASTM D3161
OSNK27924
02/11/2006
UL (TST 1740)
ASTM D3161, D3462
06CA18077
06/05/2006
UL CM 1740)
ASTM D3161,D3462
06CA18074
06/16/2006
UL (TST 1740)
ASTM D3161,D3462
06CA35251
10/18/2006
UL M 1740)
ASTM D3462
06CA31603
12/O1/2006
UL(TST 1740)
ASTM D3161,D3462
06CA41095
12/27/2006
UL(TST 1740)
ASTM D3161
07NK05228
03/13/2007
UL(TST 1740)
ASTM D3161
OGCA31611
04/04/2007
UL (TST 1740)
ASTM D3161
06CA61148
04/09/2007
UL (TST 1740)
ASTM D3161,D3462
07CA31742
11/08/2007
UL (TST 1740)
ASTM D3161, D7158, D3462
0BCA06100
03/13/2008
Exterior Research and Design, U.C. Evaluation Report 01506.01.084t22
Certilmm o7Authortm0on Min 6'"EDITION (2017)FOC NON-HVHZ EVALUATION F1.30124-1120
GAF Asphalt Roof Shingles Revision 22:09/20/2027
Page 2 of 6
\ TRINITY ERD
I
Katy
Examination
Reference
Date
UL (TST 1740)
ASTM D3161, D3462
07CA55908
04/01/2008
UL(TST 1740)
ASTM D3161, D3462
09CA10592
03/26/2009
UL (TST 1740)
ASTM D3161, D3462
09CA06856
05/15/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09NK06647
08/01/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
09CA27281
08/27/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
1OCA35554
03/05/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCA13686
05/15/2010
UL(TST 1740)
ASTM D3462
10CA07264
05/27/2010
UL (TST 1740)
ASTM D3462
IOCA11953
20/29/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IONK11951
10/30/2010
UL OW 1740)
ASTM D3161, D7158, D3462
IONK12070
11/04/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
08CA06100
01/30/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCA53934
03/31/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
11CA48924
10/22/2011
UL (TST 1740)
ASTM D3151, D7158, D3462
IICA47919
12/03/2011
UL(TSr 1740)
ASTM D3161, D7158, D3462
11CA48408
12/08/2011
UL(TST 1740)
ASTM D3161, D7158, D3462
11CA48725
12/09/2011
UL, LLC.(TST 9628)
ASTM D3462
12CA34891
10/12/2012
UL, U.C. (TST 9628)
ASTM D3161, D7158, D3462
12CASS151
02/15/2013
UL, LLC. (TST 9628)
ASTM D3161
12CA38083
02/26/2013
UL, LLG (TST 9628)
ASTM D3161
13CA32332
06/18/2013
UL, LLC.(TST 9628)
ASTM D3161
13CA37934
08/02/2013
UL, LLC.(TST 9628)
ASTM D3161, D7158, D3462
4786875675
07/17/2015
UL, LLC. DW 9628)
ASTM D3161, D7158, D3462
4787434542
05/17/2016
UL, LLC. (QUA 9625)
QualityControl
Inspection Report, R21, Mobile, AL
10/25/2016
UL, U.C. (QUA 9625)
QualityControl
Inspection Report, R21, Myerstown, PA
10/20/2016
UL, LLC (QUA 9625)
Quality Control
Inspection Report, R21, Tuscaloosa, AL
11/11/2016
UL, L-C. (QUA 9625)
Quality Control
Inspection Report, R21, Michigan Cty, IN
11/O1/2016
UL, L-C. (QUA 9625)
Quality Control
Inspection Report, R21, Shafter, CA
11/17/2016
UL, U.C. (QUA 9625)
Quality Control
Inspection Report, R21, Savannah, GA
11/11/2016
UL, U.C. (QUA 9625)
Quality Control
Inspection Report, R21, Minneapolis, MN
10/25/2016
UL, U.C. (QUA 9625)
Quality Control
Inspection Report, R21, ML Vernon, IN
10/25/2016
UL, LLC (QUA 9625)
QualityControl
Inspection Report, R21, Baltimore, MD
10/21/2016
UL, L-C. (QUA 9625)
QualityControl
Inspection Report, R21,Tampa, FL
11/17/2016
UL, L-C. (QUA 9625)
Quality Control
Inspection Report, R21, Dallas, TX
11/04/2016
UL, LLC.(QUA 9625)
Quality Control
Inspection Report, R21, Ennis,TX
11/03/2016
UL, LLC. (QUA 9625)
QualityControl
Inspection Report, R21, Fontana, CA
11/O1/2016
4. PRODUCT DESCRIPTION:
4.1 AsohaltShineles:
4.1.1 Marquis® WeatherMax®, Royal Sovereign® and Sentinel® are a fiberglass reinforced 3-tab asphalt roof
shingles.
4.1.2 Camelot®, Camelot° II, FortitudeT", Glenwood^', Grand Canyon®, Grand Sequoia®, Grand Sequoia® IR,
Grand Sequoia®, ArmorShieldTM, Monaco®, Sienna®, Timberline® American Harvest®, Timberline®
ArmorShieldTM II, Timberline® Natural Shadow®;,Timberline HD®, Timberline® Cool Seriese, Timberline Ultra
HD® and Woodland® arefiberglass reinforced, laminated asphalt roof shingles.
4.1.3 Slateline® is a fiberglass reinforced 5-tab asphalt roof shingle.
4.2 Hip & Ridge Shingles:
4.2.1 Seal -A -Ridge® Ridge Cap Shingles, Seal -A -Ridges IR Impact -Resistant Ridge Cap Shingles, Seal -A -Ridge®
ArmorShieldT Ridge Cap Shingles and Timbertexe Premium Ridge Cap Shingles are fiberglass reinforced, Flip
and_fidge:asphalt roof "shingles.
Exterior Research and Design, LLC. Evaluation Report 01506.OL08-RZ2
certifWte of Authorization 09503 6m EDMON (2017) FBC NON-HVHZ EVALUATION FL30124-R20
GAF Asphalt Roof Shingles Revision 22: 09/20/2017
Page 3 of 6
",STPJNITYIERD
4.3 AccesscryStarter Strips:
4.3.1 Pro -Starts Eave/Rake Starter Strip Shingles and WeatherBlockerTM Premium Eave/Rake Starter Strip Shingles
are starter strips for asphalt roof shingles.
4.3.2 QuickStart® Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen starter strip, nominal 9-inch x 33 ft roll, for use with asphalt shingles with exposure of 6-
inch or less.
4.3.3 StarterMatchTM Starter Strip Shingles are color -coordinated starter strips for use with Grand Canyon® and
Grand Sequoias series asphalt shingles. StarterMatchTM are installed as the second starter for Grand
Canyon® and Grand Sequoia® series installations.
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 FBC HVHZjurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
5.4 Wind Classification:
5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and
R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for
use in all wind zones up to Vag =150 mph (V„ n =194 mph). Refer to Section 6 for installation requirements
to meet this wind rating.
5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1
and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in_all wind zones up
to Vew =150 mph (V„a=194 mph). Refer to Section 6 for installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a
mean roof height of 60 feet or less. Calculations by a qualified design professional are required for
conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle.
5.5 All products in the roof assembly shall have quality assurance audit in accordance With F.A.C. Rule 63G20-3.
6. INSTALLATION:
6.1 Underlayment:
6.1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be
Locally Approved per Rule 61G20-3, per FBC 1507.2.3,1507.2.4 or R905.2.3.
6.2 Starter Shingles or Starter Strip:
6.2.1 Installation of Pro -Start Eave/Rake Starter Strip Shingles, WeatherBlocker Premium Eave/Rake Starter Strip
Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published instructions.
6.3 Asphalt Shingles:
6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four
(4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions:
➢ Camelot, Camelot 11, Grand Canyon, Grand Sequoia, Grand Sequoia III, Grand Sequoia ArmorShield,
and Woodland require minimum five (5) nails per shingle.
➢ Slateline requires minimum six (6) nails per shingle.
6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6
or R905.2.5. Staples are not permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. Contact the GAF for details.
Exterior Research and Design, LLC. Evaluation Report 01506.OLOB-RZ2
Certl/lmte ofAuthortrodon 8951B 6'"EDMON(2017) FBC NON41VHZ EVALUATION FU0224-RZO
GAF Asphalt Roof shingles Re%&ion 2Z. 09/20/2017
Page 4 of 6
ERD
I WNITY `
6.4 Hip & Ridge Shingles:
6.4.1 Installation of Sea1-A-Ridge Ridge Cap Shingles, Seal -A -Ridge IR Impact -Resistant Ridge Cap Shingles and
Seal -A -Ridge ArmorShield Ridge Cap Shingles shall comply with the GAF current published instructions with
a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-inch diameter
beads of Henkel "Loctite PL S30 Roof & Flashing Sealant".
10
(M mm)
6.4.2 Installation of 7imbertex Premium Ridge Cap Shingles shall comply with GAF current published instructions
with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP2
Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant.
dmnchQRd
Ir
aa50ea)
6.4.3 Fasteners shall be in accordance with GAF published requirements, but not less than FBC 1507.2.6 or
R905.2.5. Staples are not permitted.
Fiderior Research and Design, I.I.C. Evaluation Report 01506.01-094R22
rerRJlcate OfAutAmtrodon 99503 6m EDRION(2017)FBC NON-HVHZ EVAuuAnoN FL10174-R20
GAF Asphalt Roof Shingles Revision 22:09/2012017
Page 5 of 6
\l I RINITY ERD .
7. LABELING:
7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC
Table 1507.2.7.1 / R905.2.6.1.
B. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFAcrURING PLANTS:
Contact the named CA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625; (847) 664-3281
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 01506.01.08-1122
Certyicate01Aethonmdan M03 e EDITION (2017) FBC NON-HVHZ EVALUATION F110124-1120
GAF Asphalt Roof Shingles Revision 22. 09/20/2017
Page 6 of 6