HomeMy WebLinkAboutEVALUATION REPORTRECEIVED EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
VTRINITYIERD FEB 13 2019 SCANNE@53 CHRISTIAN STREET, UNIT #13
BY OXFORD, CT 06478
EVALUATION REPORT
ST. Lucie Coun , Permining St. Lucie COUPTN (203) 262-9245
Owens ` e
tion Report 037940.02.12-118
OeToledo, OH 4365g9 Corning Owens Parkway FILE
C ®� V EvaluaDate of Issuance: 02/0
6/2012
(740) 404-7829 n `A 111-L (10 Z — CC 2 �iB� Revision 8: 10/09/2017
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 6" Edition (2017) FI Idg.Building Code
sections noted herein. CONCEllFASiENERSORATTwgicm15
ARETi1E PESPONSIINUIYOFTHE
DESCRIPTION: en$ •Ornin S 8t OD itt e5 (zDWIRA TOROR 'RE{DRD
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.
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. TrinitylERD 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 "Trinityl 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 8.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59165, Florida DCAANE1983
THESE PLANS AND ALL PROPOSED WORK
REQUIRED BY FIIEELD INSPECTORS THAT
PRAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
The facsimile seal appearing was authorized by Robert
Nleminen, P.E. on 10/09/2017. This does not some as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl 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 purpos
Lie-►�-� ter.. .-
ST. LUCIE COUI
REVIEWED FOR
PLANS AND PERMIT MUST BE KEPT JOB
SITE OR NO INSPECTION(S) WILLDE MADE
_s
�INITYJERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles
Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated
compliance with the following sections of the 61h 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
Property
Standard
Year
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
3. REFERENCES:
Entity
Examination
Reference
Date
UL LLC (CER9626)
Physicals & Wind Resistance
File R2453, Vol. 3
02/15/2007
UL LLC (CER9626)
Physicals & Wind Resistance
20120516-R2453
05/16/2012
UL LLC (TST9628)
Physical Properties
06CA20263
04/18/2006
UL LLC TST9628)
Wind Resistance
11CA34308
02/19/2012
UL LLC (TST9628)
Physicals & Wind Resistance
4786093137
02/01/2014
UL LLC (TST9628)
Wind Resistance
4786126532
02/10/2014
UL LLC (TST9628)
Physical Properties
Classification letter
02/13/2014
UL LLC (TST9628)
Physical Properties
Classification letter
10/02/2015
Miami -Dade (CER1592)
FBC HVHZ Compliance
Various NOAs
Various
UL LLC (QUA9625)
Quality Control
Service Confirmation
Exp. 05/16/2020
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
4.1.1 Classic and Supreme' are fiberglass reinforced, 3-tab
asphalt roof shingles.
4.1.2 Berkshire" are fiberglass reinforced, 4-tab asphalt
roof shingles.
4.1.3 Devonshire'" are fiberglass
reinforced, 5-tab asphalt
roof shingles.
4.1.4 Duration, xU) e I itto uration , Duration Premium Cool, TruDefinition Duration Designer Color
Collection, TruDefinition Oakridge , Oakridge and WeatherGuard. HP are fiberglass reinforced, laminated
asphalt roof shingles.
4.2 Hip & Ridge Shingles:
4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles,
Shingles and DuraRidgeT" Hip & Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles.
4.3 Accessory Starter Strips:
4.3.1 Starter Strip Shingle, Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
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
for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-RB
CedfIcate of Authorization R9503 6'" EDITION(2017) FBC N ON-HVHZ EVALUATION FL30674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
VTRINI-ry ERD
5.4 Wind Classification:
5.4.1 All Owens Corning asphalt shingles noted herein 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 Vasd = 150 mph (Vu, = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein 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 Vard = 150 mph (Vulr = 194 mph). Refer to Section 6 for
installation requirements to meet this wind rating.
5.4.3 Classification by ASTM D7158 applies 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.
5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations.
5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
6. INSTALLATION:
6.1 Underlavment:
6.1.1 Underlayment shall be acceptable to Owens Corning 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 Asphalt Shineles:
6.2.1 Installation of asphalt shingles shall comply with the Owens Corning 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:
➢ Berkshire shingles require minimum five (5) nails per shingle.
➢ WeatherGuard' HP shingles require minimum six (6) nails per shingle.
➢ Devonshire'"' shingles require minimum six (6) nails per shingle.
➢ Starter Strip Shingle and Starter Strip Plus require minimum five (5) nails per strip.
Refer to Owens Corning published information on wind resistance and installation limitations.
6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are
required. See figures below for details.
6.2.5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus:
Felt underlaymem
Sell -adhered
2=3'humeam
overharys eaves and rakes W-W
Exterior Research and Design, U.C. Evaluation Report 037940.02.12.Rg
Cert(j(cate of Authorization Mot 0EDITION (2017)FBC NON-HVH2 EVALUATION FL10674-R33
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
0
6.2.6 Minimum Nailing —Classics&.Supreme:
Normal Mansard or Ana pan
Wind Areas High Wind darvanss y
Aiwa pan vfonrea nannalas Areas vlonrea reartee
+ la ,• ,• z• na . z ,
6-Exposure
Eipoafefdn
6.2.7 Minimum Nailing — Berkshire®:
Seahra aalP
V tba deseB.bo
;- a i • +--� e a Vf
en• avt. r avr avr
r ,•
Standard Fastening Pattern
VTRINITYIERD
Hormel Monsard or Ana pan
Wind Aron Nigh Wind denvanoo y
Area pan Visnros normalse Anna Vienne foerres
ui +' +' z' IB -+•
B gar Exposure
Eapoolcl6rr
��ou � mm� n6 r ucw
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certificate o)Authodration a903 61N EDITION (2017) FBC N0N-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8:10/09/2017
Page 4 of 8
6.2.8 Minimum Nailing—DevonshireTM:
7" r e" r B.
�' ...... t2,ree
5.518' exposure Sealant loeatl in
Expasid6nde5.518pulg Uliked6ndelselladof
Standard 5-Nail Fastening Pattern
6.2.9 Minimum Nailing — Duration®,
Duration Designer Color Collection:
wining Pattern
sowa®tmnM.ft h
Standard Fastening Pattern
s�
�l I RINITY ERD
Mansard or Steep Slope Fastening Pattern
Duration® Premium Cool & Tru Definition
Mail Fastening Pnnem
s,e.xnuraxmerz.aam
Wri] t zi
r r t2
El F� atm aye• _
tes GreaterlTan 21:12
e�nrmammu�ea...ian
Mansard or Steep Slope Fastening Pattern
xien0. Research and Design, LLC. Evaluation Report 037940.02.12-R8
Certificate of Authorization#9503 6'"EDMON(2017)FEIC NON-HVHZ EVALUATION FL10674-1133
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 5 of 8
6.2.1 Minimum Nailing —TruDefinition"Oakridge®,OakridgeO:
4 Nall Pattem
Esquema con claws
t• t•
IF z — ►( k— tr->i
FX
5578'Ekpastn Nang 66/e'Expowre
Expedddn de 66/8prd4 CIJYos Exposfd6ads5V9pdg.
Standard Fastening Pattern
�l I RINITY ERD
6Na11 Pattern
Esp macon6davos
1' _I i
zh
56I8'Exposure Nags
clam 5518'Exposure
Erpoddda de 66/8pufg Exposfddn de 66/6pdg
u..x.eomhxna.l.•.+ah
Mansard or Steep Slope Fastening Pattern
6.2.1 Minimum Nailing — WeatherGuard®HP:
6-Nail Fastening Pattern
single 61de View
VIA" Lbpd
iYohow
CM�LSr6¢dEr
Exterior Research and Design, U.C. Evaluation Report 037940.02.12.R8
Certificate of Authorization#9503 6'"EDITION(20171 FBC NON-1iVH2 EVALUATION FL10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 6 of 8
�l I KINIIY J ERD
6.3 Hip & Ridge Shingles:
6.3.1 Installation of Berkshire Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles
and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions,
using four (4) nails per shingle. Installation of DuraRidgeTo Hip & Ridge Shingles shall comply with the
Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning
published information on wind resistance and installation limitations, Including the use of hand -sealing for
wind warranties.
6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.3.3 Minimum Nailing — Berkshire® Hip & Ridge and High Ridge:
1
�— wveaimovima
uomlron
6.3.4 Minimum Nailing— WeatherGuard® HP Hip and Ridge:
Fig. A
vn,vaDmDrma
�—almclbo
ww
rirw__ N
ZK2�::�
Fig. C Hip & Ridge Shingle Fastening
TODVtru.
Wa, wlb
r
s, a..
r r
r t
Eryorvn
�tz
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-118
CeruJ/rote of Authorization 09503 6'" EDITION (20171 FBC NON-HVHZ EVALUATION FL30674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
UT__R1N1*ERD
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
6.3.6 Minimum Nailing — DuraRidge'" Hip & Ridge Shingles:
Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning
published installation instructions for their minimum requirements.
Up
V..iger�im
su,ma
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.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
9. MANUFACTURING PLANTS:
Contact the named CIA entity for information on which plants produce products covered by Florida Rule 9N-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 037940.02.12-118
Certificate ofAuthorhation #9S03 6'o EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1113
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 8 of 8
RECEIVED
FEB 13 2019
ST, Lucie County, Permitting
ENGINEER EVALUATE
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(954)233-1330
SCANNED
BY
St. Lucie Courq
MEMO l etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
TEST CONSULT CERTIFY
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 611 Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION:tp:o:t-IyglasS S. a d APP Modified tu en Raofisystems
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOI etc. 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 "NEMOIetc. 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 65-page Appendix.
Prepared by:
Poo"W, —
SIA .S
o av`a
i�
Y 'Frga.ssskf�*4,
��•q-a3 ot;, lui
Robert J.M. Nieminen, P.E.
�,', "s�` *ct>.al8111'Ii g, The(acsimile seal appearing was authoriced by Robert
Florida Registration No. 59166, Florida DCA ANE1983
`�tdN`vk�'� Nleminen,P.E.on 10/08/2018. This does not serve as an
electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC 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. NEW ETC, LLC 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 NEMO ETC, LLC 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.
ONEMOJetc.
ROOFING SYSTEMS EVALUATION:
Product Category: Roofing
Sub -Category: Modified Bitumen Roof Systems
Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems, as produced by Polyglass USA,
Inc., have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Cade
through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements
and Limitations / Conditions of Use set forth herein,
Section
Property
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.11.2
Physicals
ASTM D6162
2008
1507.11.2
Physicals
ASTM D6163
2008
1507.11.2
Physicals
ASTM D6164
2011
1507.11.2
Physicals
ASTM D6222
2011
1507.11.2
Physicals
ASTM D6509
2009
Entity
Exam
Reference
Date.
Entity
Exam
Reference
Date
ERDMT6049)
Physicals
P10490.10.08-2
10/30/2008
FM (TST1867)
FM 4470
2DOAMAM
12/23/1998
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
Fly(f5T1867)
FM 4470
2DSA9.AM
O6/22/1999
ERD(TsT6049)
FM 4470/4474
P33770.M.09
09/10/2009
Fly (TST1867)
FM 4470
3006646
01/04/2000
ERD (TST6049)
FM 4470/4474
P3D540.11.09-R1
11/30/2009
FM(M1867)
FM 4470
3001334
01/25/2000
ERD (TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
FM(TST3867)
FM 4470
3001334
02/15/2000
ERD (TST6049)
Physicals
P33960.12.30
12/30/2010
FM (TST1867)
FM 4470
3000857
01/12/3000
ERD (TST6049)
FM 4470/4474
P33970.03.11
03/15/2011
FM (TST1867)
FM 4470
3004091
01/12/2000
ERD (TST6049)
Physicals
P37590.03.13-3A
03/06/2013
FM (TST1867)
FM 4470
3005115
03/02/2001
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
Fly(TST1867)
FM 4470
3012321
07/29/2002
ERD RST60491
Physicals
P37S90.03.13-1-111
06/2G/2013
FM (TST1867)
FM 4470
3014692
08/05/2003
ERD RST6049)
Physicals
P37590.03.13-2-111
07/01/2013
Fly(TST1867)
FM 4470
3014751
08/27/2003
ERD (TST6049)
Physicals
P37590.07.13.2
07/01/2023
FM (TST1867)
FM 4470
3007170
01113/20U
ERD RST6049)
Physicals
P37590.03.13.5-R1
07/01/2023
FM (TST1867)
FM 4470
3019317
06/30/2004
ERD RST6049)
Physicals
P37590.07.13-1
07/02/2013
FM MT1867)
FM 4470
3020703
07/30/30G4
ERD RST6049)
FM 4470/4474
P41630A8.13
08/06/2013
FM ITST1867)
FM 4470/4474
3018332
01/31/2006
ERD RST6049)
Physicals
P45940A9.13
09/D4/2013
FM(TST18671
FM 4470/4474
3023BGS
03/20/2006
ERD (TST6049)
Physicals
P44370.10,13
20/04/2013
FM (TST1867)
FM 4470/4474
3024594
05/23/2006
ERD (TST6049)
Physicals
P39520.09.14-2
09/11/2014
FM(TST1067)
FM 4470/4474
302345R
07/18/2006
ERD (TST6049)
FM 4470/4474
SC6160.11.14
11/10/2014
FM(TST18671
FM 4470/4474
303M68
09/12/2007
ERD (TST6049)
Physicals
P454405C.03.1S-1
03/31/2015
- FM (IST1867)
FM 447D/4474
3032172
06/12/2009
ERD (TST6049)
Physicals
50170.05.15
05/08/2015
FM (TST1867)
FM 447D/4474
3049631
04/21/2014
ERD(TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM(75TI867)
FM 4470/4474
3057029
02/02/2017
ERD (TST6049)
Physicals
SC5170.12.15
12/29/2015
NEMO(TST6049)
Criticality
4GP1YG-18-00L0618
06/23/2018
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
NEMO(TST6049)
FM 4474
4L-PLYG-18002.08.18
08/21/2018
ERD (TST6049)
FM 4470/4474
PLYG.SC8905.05.16.1
05/17/2016
NEMO(TST6049)
FM 4474
PLYG-Cl, 0, u, CS,0
09/21/2018
ERD (TST6049)
FM 4470/4474
PLYG.SC8905.05.16-2
05/17/2016
NEMO(TST6049)
Criticality
4SPLYG-18A01,10.18
10/03/2018
ERD (TST6049)
FM 4470/4474
PLYG-500815D7.16 R1
09/23/2016
PRI (TST5978)
Physicals
PUSA-0624)2.01
12/04/2007
ERD ('TST6049)
UL 1897
PLYG-SC12025.10.16
10/12/2016
PRI RST5678)
Physicals
PUSA-061-02-02
01/28/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC11475.16
11/17/2016
PRI(TST5878)
Physicals
PUSA-064-02-03
02/27/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC13235.01.17
01/17/2017
PRI RST5878)
Physicals
PUSA-0624)2.02
12/04/2008
ERD (T5T6049)
FM 4470/4474
PLYG.SC13920.05.17
05/30/2017
PRI (TST5878)
TAS 114
PUSA-I88-02.01
02/08/2017
ERD (TST1 1294)
FM 4470/4474
PLYGM13945-05.17-1
05/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02A2
02/08/2017
ERD (TST11294)
FM 4470/4474
PLYG=3945.05.37.3
05/30/2017
PRI (TST5878)
TAS 114
PUSA-188-02-03
02/00/2017
ERD (TST6049)
FM 4470/4474
PLYG-SC13945.05.17
05/30/2017
PRI(TST5978)
TAS 114
PUSA-202-02-01
05/17/2017
ERD (TST6049)
FM 4470/4474
PLYG-5CI5760.09.17
09/11/2017
PRI (TST5878)
TAS 114
PUSA-202.02-02
05/17/2017
FM (TST1867)
FM 4470
2W7A7.AM
08/04/1994
M.D(CER3592)
HVHZ
Various NOAs
Various
FM(TST1867)
FM 4470
003A3,AM
04/04/1997
M-D(CER3592)
Prop. for Rev.
ID-0823
10/12/2010
UL (QUA9625)
Quality[ontrol
Service Confirm
09/13/2019
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization 932455 6m EDITION(2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 733-1330 Revision 21: 10/08/2018
Page 2 of 4
ONEMO I etc.
PRODUCT4.
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 following Polyglass
membranes make up the subject systems.
TABLEROLL-GOODS
Type
_
OR POLYGLASS MODIFIEDROOF
Product
Spec! atlon
Reference
Grade
Type
Base Sheets
Polyglass G2 Base
ASTM D4601
N/A
II
Polyflex SA Base
ASTM D4601
N/A
II
Polyglass APP Base
ASTM D6509
N/A _
N/A
50S Membranes
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
5
I,
Elastoflex V
ASTM D6163
5
1
Elastoflex SA V Base
ASTM D6163, Table 2
5
I
Elastofllex SA V FR Base
ASTM D6163, Table 2
S
1.
Elis QflezSA V Plus
ASTM D6163
S
II
Elastoflex SA V Plus FR
ASTM D6163
S
P
Elastobase Poly
ASTM D6164
5
I
Elastoflex S6
ASTM D6164
S
1'
Elastoflex S6 Type 11
ASTM D6164
5
It
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I'.
SBS Membranes
_
Elastoflex 56G
ASTM D6164
G
I
Elastoflex S6 G FR _
ASTM D6164
G
I
Pol fresko G SBS (sand or poly -film back)
ASTM D6164
G
I
Pol fresko G SBS FR sand orpoly-film back
ASTM D6164
G
1'
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G FR
ASTM D6164
G
1
Elastoflex SAP
ASTM D6164
G
I.
Elastoflex SA P FR
ASTM D6164,
G
i'
Polyreflect
ASTM D6164..
5
I
APP Membranes
Polyflex
ASTM D6222
5
I
,olyflex=.G1�
ASTM D62221
G
I
Po yf ex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I _
Pol fresko G FR
ASTM D62221
G
I
Polybond
ASTM D6222:
5
1
PoI bond G
ASTM D62221
G
I
Polyflex SA P
ASTM 06222
G
I
Pol flex SA P FR
ASTM 06222
G
I
Pol fresko G SA
ASTM D6222
G
I.
Polykool
ASTM D6222
I S
I
5.1 This is a building code evaluation. Neither NEMO ETC, LLC 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.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certncate ofAuthorizoNan N32455 6- EDMON(2017) FBC NON-HVHZ EVALUATION FLI654-1123
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21t 10/08/2018
Page 3 of 4
ONEMOletc.
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 WDl, 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 2.2.20.1 of FM Loss Prevention Data Sheet 1.29 (January 2(116) 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.
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.
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 QA 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 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization 432455 6- EDITION (20171 FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (9541233-1330 Revision 22: 10/08/2018
Page 4 of 4
ONEMOjetc.
TABLE
DECK
APPLICATION
TYPE
DESCRIPTION
PAGE
IA
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
IB
Wood
New or Reroof (Tear -Off)
A-2 -
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
1C
Wood
New, Reroof (Tear -Off) or Recover _
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover -
10-11
1D
Wood
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
12
lE
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
IF
-Wood
New,. Reroof (Tear -Off) or Recover
D
Insulated,Mech. Attached Base Sheet, Bonded Roof Cover
15-17
1G
Wood
-, New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
18-21
1H
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
21-25
11
Wpod
Steel or Structural concrete
nClevLonReioof(eT ar-O)
New, Reroof (Tear -Off) or Recover
F��
allonJnsulatedgBgndedjyopfsCove,
2A
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27-29
28
.Steel or Structural concrete
- New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
30-34
2C
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
35-37
3A
Structural concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
38-46
36
Structural concrete
New or Reroof (Tear -Off)
F
Nan -Insulated, Bonded Roof Cover
46
4A
Lightweight concrete
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
47-49
4B
Lightweight concrete
New or Reroof (Tear -Off)
A-2
Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
50
4C
Lightweight concrete
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
51-53
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
5B
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
5C
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
56
SO
Cementitious wood fiber
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
SE
Cementitious wood fiber
_ New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
57-59
66
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
Mech. Attached Anchor Sheep Bonded Insulation, Bonded Roof Cover
59
6C
Existing gypsum
Reroof (Tear-OffI or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
6D
Existing gypsum _.
Reroof (Tear -Off) or Recover
E
Nan -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
60
7A
Various
Recover
A-1
Banded Insulation, Bonded Roof Cover
61-65
76
Various
Recover
F
Non -Insulated, Bonded Base Sheet, Bonded Roof Cover
65
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:
• Wood: Minimum 0.75-inch penetration.
•Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck
➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturefs published installation instructions.
NERIO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654.R23
Certificate of Authorization #32455 ban EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 1 of 65
61
NNEM010ft.
3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurale,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the OA requirements
of F.A.C. Rule SIG20-3 and Is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete maybe substituted for rigid insulation board for System Type D (mechanically attached base sheet, bonded roof cover), whereby the base sheet
fasteners are Installed through the LW IC to engage the structural steel or concrete deck. The structural decks hall be of equal or greater configuration to the steel and concrete deck listings. 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. Preliminary insulation attachment for5ystem Type D: Unless otherwise noted, referto Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016).
6. 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 manufacturers published ingmaions.
➢ Hot asphalt (HA):
Full coverage at 25-30 lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS):
Continuous 0.75 to 1-Inch wide ribbons,12-inch mcc
➢ Millennium One Step Foamable Adhesive (M.OSFA):
Continuous 0.25 to 0.5-inch wide ribbons, 12-inch o.c.
D Millennium PG-1 Pump Grade Adhesive (M-PGI):
Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
D OMG OlyBond 500(08500):
Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c(PaceCart orSpo[Shot).Note: OlyBond Green maybe used where O1yBond500 is referenced.
➢ OlyBond Classic(OB Classic):
Full coverageatlgal/square.
D ICP Adhesive & Sealants Polyset CR-20:
Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
D Note: when multiplelayers(s) of insulation and/or coverboord are installed in ribbon -applied odheslve, boordjoints shall be staggered.
D 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.
7. Unless otherwise noted, all Insulations are Rat -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 maybe used as a drop -in for the equivalent thicker material listed in the table:
D Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.54nch thick)
➢Millennium PG-1 Pump Grade Adhesive(M-PGI): MDP -157.5 psf (Min. 0.5-inch thick)
D OMG OlyBond 500 (08500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3)
D OMG OlyBond 500 (09500): MDP -197.5 psf (Min. 0.5-inch thick ISO 95t GL)
➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min. 0-5-inch thick ENRGY 3)
D OMG OlyBond 500(OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam 11)
D ICP Adhesives & Sealants Polyset CR-20: MDP -117.5 psf (Min. 1.0-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. 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 resin the elevated pressure criteria. Commonly used methods are ANSI/SPRI WDI, FM Lass 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.
10. For fully bonded assemblies, the maximum design pressure for the selected assemblyshall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis Is permitted.
11. 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 TAS 105.
12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatlbiRry 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
AN51/SPRI IA -I, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TA5124.
13. For Recover App lications using System Type D, the insulation is optional;however, the existing roof system shall be suitable for a recover application.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21; 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Palyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 2 of 65
NNEMOjetc.
14. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted, for systems where specific LWC is notreferenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat
lhicknessis2-inches. For LWC over structural concrete, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast
using only foaming agent (ASTM C896), water and Portland cement (ASTM C350), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1S92). Unless otherwise noted,
use of these listings in new construction or re -roof (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted; refer tothe following references for bonded base. o1v or cap sheet applications
POLYGLAss ROOF COVERS
REFERENCE
LAYER
I MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Typell
(Base and Ply sheets,
PI
One or more lies Polyglass PI IV, Polyglass PI VI, FBC A roved ASTM D2178,T a IV or VI
Hot Asphalt at 20-40
Asphalt -Applied)
Note:
Asphalt-appliedsheets orinsulation shallnot reapplied to poly -film surfaced membranes.
Ibs/square
Base Ply
One ply Elastobase(sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type II, Polyglass HT Base 650
SBS-CAI
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6Type 11, Elastoflex SG G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
PG350 at 1.5-2.0
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
gal/square
Base Ply
One ply Elastobase sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11
SBS.CA2
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6Type 11, Elastoflex SG G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
Polyplus 35 at 1.5-2.0
Cap Ply
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
gal/square
Base Ply or Ply
One or more plies Elastobase(sand/sand or poly/sand), Elastobase P(sand/sand or poly/sand), Elastoflex V, Elastoflex 56, Elastoflex
S6 Type 11, Polyglass HT Base 650
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G,
Hot Asphalt at 20-40
Elastoshield TS-G FR, Polyfresko G SBS sand -backed), Polyfiresko G SRS FR sand -backed
Ibs/square
Note:.
Asphalt -op lied sheets or insulation shall not be applied to poly -film surfaced membranes.
Base Ply or Ply
or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastofex V, Elastoflex SS, Elastoflex 56 Type it, Polyglass HT Base
6
SBS-TA
U
(SBS, Torch -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex SGType 11, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-
Torch -Applied
G, Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
Base Ply
One or more plies Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Plus FR
SBS-SA
Cap Ply
Elastoflex SA P, Elastoflex SA P FR, Polyreflect
(SBS, Self -Adhering)
Note:
Unless otherwise noted, permissible membranesubSVWtWfor SBS-SA are limited to the SBS-SA Base Ply options herein,
self -Adhering
. Elastobase of sand) or Elostabose( al / of .
APP-CA1
Cap Ply
Polyflex G FR
PG350 at 1.5-2.0
gal/square
APP-TA
Base Ply or Ply
One or more plies Polyglass APP Base, Polyflex, Polybond
(APP, Torch -Applied)
Ca Ply
Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
APP SA
Cap Ply
PolVflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
NEMO ETC, LUC Evaluation Report P9290.02.08-R21 for FIL1654-1123
Certificate of Authorization #32455 6TM EDITION (20171 FBC NON-NVHZ EVALUATION Revision 21; 20/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65
ONEMOjetc.
TABLE 11: WOOD DREROOF (TEAR -OFF)
SYSTEM TYPE F: ROOF COVER
System
Deck (Note I)
Primer
Root Cover (Note IS)
MOP (psf)
No
Joint Treatment
Base Ply
Ply
Cap Ply
W-170
Min. 15/32-
None
None
5BS-5A
(Optional)SBS-SA, SBS.
SBS-SA, APP-SA, SBS-
inch plywood
TA, APP-TA
TA,APP-TA
W 171
Min. inch plywood
d
(Optional) PG100
p )
None
Pol Ytlex SA Base
(Optional) APP-TA
APP-TA
-90.0
W 172
Min. 15/32-
pG100
None
SBS-SA
(Optional)SBS-SA, SBS-
SBS-SA. APP-SA, SBS-
Inch plywood
TA,APP-TA
TA, APP-TA
W-173
Min. 15/32-
(Optional) PGI00
Plywood joints are covered with 4-Inch wide strips of ElastoBex SA V Plus, rolled into
Elastoflex SA V Base or
(Optional)SBS-SA, SBS-
SB5-SAAPP-SA,SB5-
Inch plywood
place to create continuous bond.
ElastoFlSAVFR Base
ex
TA, APP-TA
TA, APP-TA
-975
W174
Min. 15/32-
POLYBRITE 745
I
None
I
5B5-5A
(Optional)SBS-SA, SBS-
SBS-SA,APP-SA,SBS-
-105.0
Inch plywood
TA, APP-TA
TA, APP-TA
W-775
MmZS =
r th plywood
(Optional)PG300
ywpnd oinGs'aFecovereQtf4-m widesGips Elas[ofle'xSAN Flds'YiolM into
a [o crel�ate ontioupushottd,
Plywoodjolms are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into
ElastoRe: SAV PIusor
Elastaflex Plus FR
PolyFlex SA Base
peanylj SBS•3R, 59
TA,.APP_T
(Optional)APP TA
tSBF.S. A,-APP=Sk505-
Yi A�ARL-TA
APP-TA
=13'
-135.0
W-176
Min. 15/32-
(Optional)PG100
inch plywood
place to create continuous bond.
NEMO ETC, LLC Evaluation Report P9290.02.08-1121 for FL1654.R23
Certificate of Authorization #32455 6'u EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Palyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 26 of 65
\\ITr�NTv
RECEIVED
D FEB 13 2019
E T.
Lucie County, PermitOng
EVALUATION REPORT
TRI-BUILT Materials Group, LLC
PO Box 70
Rutherford, NJ 07070
(800)516-1485
SCOPE:
EXTERIOR RESEARCH & DESIGN, U.C.
Certfcote of Authorization #9503
SCANNEL. 353 CHRISTIAN STREET, UNIT#13
BY OXFORD, CT 06478
St. Lucie County (203) 262-9245
FILE COPY
Evaluation Report A42960.10.12-R6
FL-160488-t6'
Date of Issuance: 10/25/2012
Revision 6: 09/25/2017
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 61h Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTIO : 1-BUI bT' Roo f-Underlaylnentsl
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. Trinityl 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 DCA ANE1983
The lacanile seal appearing was au orrsed by Robert Nieminen.
P.E on 09/2SP017. This does not serve as an electronically signed
document.
CERTIFICATION OF INDEPENDENCE:
1. Trinityl 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. Trinityl 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 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.
NTINITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT Materials Group, LLC, have
demonstrated compliance with the following sections of the 60, 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 Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 / 1507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
KaLty.
Examination
Reference
Date
ERD (TST6049)
Physical Properties
540540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
S44870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
S43530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, U.C. (QUA9625)
Quality Control
Multiple-Usting R16814
12/10/2015
UL, I.I.C. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCTDESCRIPTION:
4.1 ffl'But A rrlamelty nxis.a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment Is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. 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 HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization H9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/ZS/2017
Page 2 of 6
�I I KINIIY I ERD
5.4 TRI-BUILT Roof Underlayments 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 1•ROOF COVER,OP710N5 _y k' -:.,
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
& Shingles
Tri-Bu' Sand-R SA Shingle
Yes.
No
No
No
Yes
Yes
Underlayment .f -
Tri-Built S/A HT TU
Yes
Underlayment
Yes
Yes
See 5.5.1
Yes
Yes
Yes
Tri-Built Smooth HT S/A
Underlayment
Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
A :TABLE lALLOWABLE TILEARiW DHFSIVE/UNDELAYMENt toMBINATt6
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HTTU Underlayment
Dow TileBondT"
FL22525
Tri-Built S/A HTTU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bon d'toil)
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
➢ Plywood; ASTM 041 primed plywood; 0513; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment.
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
D Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474, Appendix D orTAS 114, AppendixJ.
s Refer to Tile Manufacturer's or Adhesive Manufacturers Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 6' EDITION (2D17) FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
�l I KINrry I ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Srnooth HT S/A
Underlayment applied to:
➢ ASTM D226, Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. 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 FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure =-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#3 Maximum Design Pressure = -150.0 usf
Deck:
Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation:
Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer:
(Optional) RESISTO EXTERIOR PRIMER
Underlayment:
Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design
Pressure=-60.0 psf:
Deck:
Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet:
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Underlayment:
Tri-BuiltS/A HTTU Underlayment, self -adhered.
Exterior Research and Design, U.C. Evaluation Report A42960.10.12-R6
Certificate of Authorization #9503 a EDITION (2017) FBC NON-HVH2 EVALUATION FL36048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 4 of 6
�I I KINITY ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, 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 -and-Roofing
Application Standard RAS 217. 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.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLES TILESUPPAGE LIMITATIONS FOR DIRECT DECKTILE INSTALLATIONS:
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. SO -tile stack
5:12
Max. 30-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
Tri-Built 5/A HT TU
Underlayment,.,.
Lugged
Exterior Research and Design, LLC Evaluation Report A42960.10.12-116
Certfcate of Authorization H9503 6'" EDITION (2017) FBC NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Undedayments; (800) 516-1485 Revision 6:09/25/2017
Page 5 of 6
�l I KINKY I ERD
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements 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, and prime the substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlavment Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT S/A
Underlavment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HTTU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
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:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC— QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, U.C. Evaluation Report A42950.10.12-R6
Certificate of Authorization N9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 6 of 6