HomeMy WebLinkAboutEVALUATION REPORTSEXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
NTINITY ERD RECEIVED 353 CHRISTIAN STREET, UNIT#13
NAMED OXFORD, CT 06478
BY (203)262-9245
EVALUATION REPORT FEB 19 ' v19 Qf 1 .-Pies I^ntivtft^
Owens Corning "T01ilbation Report 037940.02.12-R8
One Owens Corning Parkway -ST. _�CP,tt9AM, eer.4f�4it9
Date of Issuance: 02/06 2012
Toledo, OH 43659 �O N /
(740) 404-7829 0 �/1 Revision 8: 10/09/2017
SCOPE: C2,NA.\�I 1 ��� v2�
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. CONCMMFASTENERSORATTACHMENTS
DESCRIPTION: OwensCorntn s a Roo S nT es ARETHE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
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. 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 "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
THESE PLANS AND ALL PROPOSED WORK
Prepared by:
�r".,'-ARE SUBJECT TO ANY CORRECTIONS
BY FIELD INSPECTORS THAT
.'!TRAY BE NECESSARY IN ORDER TO
- COMPLY WITH ALL APPLICABLE CODES.
Robert J.M. NlemineO P.E.•'^--1"•�``'
ThefacsI mile sea la appearing was authorized Robert
i qiu^/ONa1.B�..S , PP 6 Y
Florida Registration No. 59166, Florida DCA ANE1983
;-..fin,"^ Nieminen, P.E. an 10/09/2017. 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.
5. This is a building code evaluation. Neither Trinity[ ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose. '
ST. LUCIE CO BUILDING DI ION i
REVIEWED FOR COM DANCE � A -4
PLAISYANDTIERMITIMUST BE KEPT
SITE OR NO INSPECTIONS) WILL I
- TRINITY ERD
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 6`h 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
1507.2.5, R905.2.4
1507.2.7.1, R905.2.6.1
1507.2.7.1, R905.2.6.1
3. REFERENCES:
Entity
UL LLC(CER9626)
UL LLC (CER9626)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
UL LLC (TST9628)
Miami -Dade (CER3592)
ULLLC (QUA9625)
4. PRODUCT DESCRIPTION:
4.1 Asphalt Shingles:
Property
Physical Properties
Wind Resistance
Wind Resistance
Examination
Physicals & Wind Resistance
Physicals & Wind Resistance
Physical Properties
Wind Resistance
Physicals & Wind Resistance
Wind Resistance
Physical Properties
Physical Properties
FBC HVHZ Compliance
Quality Control
Standard
ASTM D3462
ASTM D3161
ASTM D7158
Reference
File R2453, Vol. 3
20120516-112453
06CA20263
11CA34308
4786093137
4786126532
Classification letter
Classification letter
Various NOAs
Service Confirmation
Year
2010
2016
2011
Date
02/15/2007
05/16/2012
04/19/2006
02/18/2012
02/01/2014
02/10/2014
02/13/2014
10/02/2015
Various
Exp.05/16/2020
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', rru iefniton 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 & Ridee 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 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 037940.02.12-118
Certificate of Authorhation#9503 r EDmON(2017) F8C NON-HVHZ EVALUATION FL10674-R13
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 2 of 8
,, I KINrry 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 (Vuh = 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 Vasd =150 mph (Vuh = 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 Shingles:
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 TM 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:
Exterior Research and Design, U.C. Evaluation Report 037940.02.12-R8
Cert(Prate of Authorization #9503 6Ta EDITION (2017) FBC NON-HVHZ EVALUATION F1.10674-1133
Owens Coming Asphalt Roof Shingles Revision 8: 10/09/2017
Page 3 of 8
6.2.6 Minimum Nailing— Classic®&Supreme:
Normal Mansard or Area pare
Wind Arena High Wind d.evenasy
Area pare wentoa nozmales Areas vlontns /uerfaa
t (AI s t r IS
s• sr
5 Esposuro
Eepoelefdn
6.2.7 Minimum Nailing — Berkshire®:
Cahn strip
G Iva de reHade
sti~• eve a 9W ' • aw
,. ,.1
Standard Fastening Pattern
\I I KINITY ERD
Normal Mansard or Area pare
Wind Areas Nigh Wind doavanas y
Arsn paw vfentos normelee Arens rfentas /uertse
'12
e Stir Exposure
EapoelNdn
Mansard or Steep Slope Fastening Pattern
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-RB
Certificate of Authorization a9sa3 6r"EDITION (2017)FBC NON-HVH2 EVALUATION F1.10674-1133
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 4 of 8
rTRINITYIERD
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 DuraRidge'" 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:
Fig 2
roNvle.
smavtes
Nala Ntlb
r r T-PL tlm �' t
s•
was
t•
1
I
i
gl
a•
�I I
�I
I
I
6.3.4 Minimum Nailing— WeatherGuard® HP Hip and Ridge:
Fig. C Hip & Ridge Shingle Fastening
TopvN '
Nalb Halts
T'
1' 1'
1" 1
s• FYpaaNre
L tY �I
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-R8
certificate of Authorization #9503 Go' EDITION (20171 FBC NON-HVHZ EVALNATION FL30674-R13
Owens Corning Asphalt Roof Shingles Revision 8: 10/09/2017
Page 7 of 8
6.3.5 Minimum Nailing - ProEdge Hip & Ridge Shingles:
Prevailing
Wind Direction Sodont Strip
*0'� 0' Exposure
Cover Exposed
FMonan with
Roof Convent
�I TRINITY ERD
6.3.6 Minimum Nailing— DuraR(dge'" 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.
14arnih'Wvlo1ncdm
Dimdinndvni=todrrnt
Diromfnd.Nxvn prodvni.to
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 QA entity for information on which plants produce products covered by Florida Rule 9N-3 CIA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC—QUA9625 ; (631) 546-2458; Kanchi.Agrawala-Dokania@ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 037940.02.12-118
Cealflcate of Authorizotion&9503 6r"EDITION (2017)FBC NON-HVH2 EVALUATION FL10674-R33
Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017
Page 8 of 8
RECEIVED
FEB 13 2019
ST. Lucie Gann s p@Ytnittin t
MEMO I etc.
Certificate ofAuthorizotion #32455
SCANNED 353 Christian Street, Unit #13
BY Oxford, CT 06478
F..11rip CalIn4.. (203) 262-9245
---ENGINEER - -EVALUATE - - - 'TEST - - - -CONSULT -CERTIFY
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 89408
(954) 233-1330
Revision 22: 10/08/2018
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 61h Edition (2017) Florida Building Code sections noted herein.
DESCRIPTION: oyi; ass SBS and APP Modified Bitumen Roof15 lem
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). NEMO I 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 "NEM01etc. 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:
et""""1••• '-
/per// ��—,---'"—
Robert 1.M.Nieminen, P.E.
- •ff
The facsimile seal appearing was authorized by Robert
Florida Registration No. 59166, Florida DCA ANE1983
'^;:, ;�?;� u�^,• " Nieminen, P.E. on 10/06/2018. 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. NEMO 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 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.
ONEMO etc.
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.
STANDARDS:2.
Section
Pro a
Standard
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL 1897
2012
1504.7
Impact
FM 4470
2012
1507.12.2
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
3. REFERENCES:
Entity
Exam
Reference
Date
Entity
Exam
Reference
Date
ERD (TST6049)
Physicals
P10490.10.08-2
10/30/2008
FM (TST1867)
FM 4470
200ABAM
12/23/1998
ERB(TST6049)
FM 4470/4474
P33760,09.09
09/10/2009
FM(TST3867)
FM 4470
2D5A9.AM
06/22/1999
ERB(TST6049)
FM 4470/4474
P33770.09.09
09/10/2009
FM (TST1867)
FM 4470
3006646
01/04/2000
ERD (TST6049)
FM 4470/4474
P30540.11.09-R3
11/30/2009
FM (TST1867)
FM 4470
3001334
01/25/2000
ERD(TST6049)
FM 4470/4474
P30550.12.09
12/02/2009
FM (TST1867)
FM 4470
3001334
02/15/2000
ERD (TST6049)
Physicals
P33960.12.10
12/30/2010
FM (TST1867)
FM 4470
30WS57
01/12/2000
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
03/0612013
FM (TST1867)
FM 4470
3006115
05/02/2001
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
FM (TST1867)
FM 4470
3012321
07/29/2002
ERD (TST6049)
Physicals
P37590.03.13-1-RI
06/26/2013
FM (TST1867)
FM 4470
3014692
08/05/2003
ERD (TST6049)
Physicals
P37590.03.13-2-RI
07/01/2013
FM(TST1867)
FM 4470
3014751
08/27/2003
ERD (TST6049)
Physicals
P37590.07.13-2
07/01/2013
FM (TST1867)
FM 4470
3007170
01/13/2004
ERD (TST6049)
Physicals
P37590.03.13-5-RS
07/01/2013
FM (TST1867)
FM 4470
3019317
06/20/2004
ERD (TST6049)
Physicals
P37590.07.13-1
07/02/2013
FM OST1867)
FM 4470
3020703
07/30/2004
ERD (TST6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM (TST1867)
FM 4470/4474
3018332
01/31/2006
ERD (TST6049)
Physicals
P45940.09.13
09/04/2013
FM (TST1867)
FM 4470/4474
3023368,
03/20/2006
ERD (TST6049)
Physicals
P44370.10.13
10/04/2013
FM (TST1867)
FM 4470/4474
3024594
05/23/2006
ERD (TST6049)
Physicals
P39520.09.14-2
09/11/2014
FM (TST1867)
FM 4470/4474
3023458
07/18/2006
ERD (TST6049)
FM 4470/4474
506160.11.14
11/10/2014
FM (TST1867)
FM 4470/4474
3030668
09/12/2007
ERD (TST6049)
Physicals
P454405C.03.35.1
03/31/2015
FM (TST1867)
FM 4470/4474
3032172
06/12/2009
ERD (TST6049)
Physicals
SC5170.05.15
05/08/2015
FM (TSTISG7)
FM 4470/4474
3049631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
05/19/2015
FM (TST1867)
FM 4470/4474
3057029
02/02/2017
ERD(TST6049)
Physicals
SC5170.12.15
12/29/2015
NEMO(TST6049)
Criticality
46-PLYG-1M01o6.18
06/23/2018
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
NEMO(TST6049)
FM 4474
4L-PLYG-38003.08.18
08/21/2018
ERD (TST6049)
4M 4470/4474
PLYG.SC8905.05.16.1
05/17/2016
NEMO(TST6049)
FM 4474
PLYG-Cl. C3. ra, C5, CO
09/21/2018
ERD (TST6049)
FM 4470/4474
PLYG-SCA905.05.16-2
05/17/2016
NEMO(TST6049)
Criticality
45-PLYG-18-001.10-10
10/03/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC10815.07.16-R1
09/23/2016
PRI (TST5878)
Physicals
PUSA-062-02-01
12/04/2007
ERD(TST6049)
UL1897
PLYG-SC12025.30.16
10/12/2016
PRI(TST5878)
Physicals
PUSA-061-02.02
01/28/2008
ERB(TST6049)
FM 447014474
PLYG-SC11475.16
11/17/2016
PRI(TSTS878)
Physicals
PUSA 064-02-02
02/27/2008
ERD (TST6049)
FM 4470/4474
PLYG.SC13235.01.17
01/17/2017
PRI(TST5878)
Physicals
PUSA-062-02-02
12/04/2008
ERD (TST6049)
FM 4470/4474
PLYG.SC13920.05.17
05/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02-01
02/08/2017
ERD(TST31294)
FM 4470/4474
PIYGtTL13945.05.17-1
05/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02-02
02/08/2D17
ERD(TST11294)
FM 4470/4474
PLY&C1113945.05.17.3
Bs/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02-03
02/08/2017
ERD (TST6049)
FM 4470/4474
PLYG-SC13945.05.17
05/30/2017
PRI(TST5878)
TAS 114
PUSA-202-02-01
05/17/2017
ERD(T5TG049)
FM 4470/4474
PLYG-SC1576.0.09.17
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(CER1592)
HVHZ
Various NOM
Various
FM (TST1867)
FM 4470
003A3.AM
04/04/1997
M-D (CER3592)
Prop. for Rev.
10-0923
10/12/2010
UL(QUA9625)
Quality Control
Service Confirm
09/13/2018
NEMO ETC, LLC Evaluation Report P9290.02.08-1121
Certificate of Authorization N32455 618EDITION (2017)FBC NON-HVHZ EVALUATION FL3654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 22: 10/08/2018
Page 2 of 4
ONEMO etc.
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.
TABLE
Type
1: ROLL -GOODS FOR POLYGLASS MODIFIED BITUMEN
Product
ROOF SYSTEMS
Specification
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
SBS Membranes
Polyglass HT Base 650
ASTM D6162
S
III
Elastobase
ASTM D6163
S
I
Elastoflex V
ASTM D6163
S
I
Elastoflex SA V Base
ASTM D6163, Table 2
S
I
ElastaS(eXSA V FR Base
ASTM D6163, Table 2
S
1
Elas ofle�i SAtiV Plus
ASTM D6163
S
I
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 Type 11
ASTM D6164
S
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SBS Membranes
Elastoflex S6 G
ASTM D6164
G
I
Elastoflex S6 G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film back)
ASTM D6164
G
I
PolyfreskoG SBS FR sand or poly -film back)
ASTM D6164
G
I
Elastoshield TS G
ASTM D6164
G
I
Elastoshield TS G FR
ASTM D6164
G
I
Elastoflex SAP
ASTM D6164
G
I
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
elY
ASTM D6222
G
I
Po y ex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM 06222
G
I
Polybond
ASTM D6222
S
1
Polybond G
ASTM D6222
G
I
Polyflex SA P
ASTM D6222
G
I
Polyflex SA P FR
ASTM D6222
G
I
Polyfresko G SA
ASTM D6222
G
I
Polykool
ASTM D6222
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
Certifimte ofAuthorhotion d32455 6- EDITION(2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 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-focthr
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 WD3, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk'
carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3
enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application
Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1,
ASTM E907, FM. Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates In a recover installation, the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TM 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.
6.1 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.
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA 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 P9290.02.08-1121
Certificate ofAuthorimtion H32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (9541233-1330 Revision 21: 10/08/2018
Page 4 of 4
ONEMOIetc.
AP PEN DIX
1: ATTACHM ENT REQUIREMENTS
FOR WIND
UPLIFT RESISTANCE
TABLE
DECK
I
APPLICATION
TYPE
DESCRIPTION
PAGE
1A
Wood
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
5
1B
Wood
New or Reroof (Tear -Off)
A72
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
5-9
SC
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
1E
Wood
New, Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
12-14
1F
Wood
New, Reroof (Tear -Off) or Recover
D
Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
15-17
iG
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 8, plates), Bonded Roof Cover
21-25
11
0
-O
2A
Steel or Structural concrete
New, Reroof (Tear -Off) or Recover
B
Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover
27-29
2B
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
3B
Structural concrete
New or Reroof (Tear -Off)
F
Non -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
5A
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
SB
Cementitious wood fiber
New, Reroof (Tear-Of)or Recover
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
55
SC
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 -Oft) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
56
SE
Cementitious wood fiber
New, Rer0Df (Tear -Off) or Recover
E
Non -Insulated, Mach. Attached Base Sheet, Bonded Roof Cover
56
6A
Existing gypsum
Reroof (Tear -Off)
A-1
'Bonded Insulation, Bonded Roof Cover
57-59
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
I Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover
59
6C
Existing gypsum
Reroof (Tear -Off) or Recover
C
Mech. Attached Insulation, Bonded Roof Cover
60
BID
Existing gypsum
Reroof (Tear.Oft) or Recover
E
Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover
60
7A
Various
Recover
A-1
Bonded 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 manufacturers published installation Instructions.
NERAO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-RZ3
Certificate of Authorization I22455 bra 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
ONEMOletc.
3. Unless otherwise noted, insulation maybe anyone layer or combination of polyisocyanurate,polystyrene, wood fiberboard, perlite,gypsum-based roof board or mineral -wool roof board that meets the QA requirements
of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover.
4. 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 LWIC to engage the structural steel or concrete deck. The structural decks ha I I 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 for System Type D: Unless otherwise noted, refer to 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 manufacturer's published instructions.
D Hot asphalt (HA): Full coverage at 25-30lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
D Millennium One Step Foamable Adhesive (M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c.
➢ Millennium PG-1 Pump Grade Adhesive (M-PG3): 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. (PaceCartor SpotShot). Note: OlyBond Green maybe used where OlyBond5001s referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
D ICP Adhesive& SealantslPolyset CR-20: Continuous 2.S-3.5-inch wide ribbons, 12-Inch o.c.
D Note: When multiple lay ers(sJ of insulation and/or coverboard are installed in ribbon -applied adhesive, board joints 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 Hat -stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations maybe substituted with the following Maximum
Design Pressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed fora particular system in the tables, then the
thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table:
D Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf
(Min. 0.5-inch thick)
D Millennium PG-1 Pump Grade Adhesive (M-PGS): MDP -157.5 psf
(Min. 0.5-inch thick)
D OMG OlyBond 500 (OB500): MDP -45.0 psf
(Min. 0.5-inch thick Multi -Max FA-3)
D OMG OlyBond 500(OB500): MDP -187.5 psf
(Min. 0.5-Inch thick ISO 95+GL)
D OMG OlyBond 500 (08500); MDP -315.0 psf
(Min. 0.5-Inch thick ENRGY 3)
D OMG OlyBond 500 (06500): MDP -487.5 psf
(Min. 0.5-inch thick ACFoam II)
➢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 theselected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI 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 2.2.10.1 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 assembly shall 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 compatibility and bond performance with the selected adhesive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with
ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet.1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D, the insulation is optional;however, the existing roof system shall be suitable for a recover application.
NEMO ETC, LLC
Certificate of Authorization #32455
Prepared by: Robert Nieminen, PE-59166
0 EDTTION 12017) FBC NON-HVHZ EVALUATION
Polyglass Modified Bitumen Roof Systems; (954) 233-1330
Evaluation Report P9290.02.08-1121 for FL1654-1323
Revision 21: 10/09/2018
Appendix 1, Page 2 of 65
i
ONEMOjetc.
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 beck construction and limitations. Unless otherwise noted, for systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat
thickness is 2-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 C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). 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 to the following references for bonded base, ply or cap sheet applications
,
POLYGLAss F COVERS
REFERENCE
MATERIAL
APPLICATION
BP -AA
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II -
(Base and Ply sheets,One
or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI
Hot Asphalt at 20-40
Asphalt -Applied)
Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes.
Ibs/square
7BFase
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex 56 Type II, Polyglass HT Base 650
SBS-CAS
ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshleld TS-G, Elastoshield
PG350 at 1.5-2.0
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6; Elastoflex 56 Type IIPolyplus
SBS-CA2
Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G, Elastoshield
35 at 1.5-2.0
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
56 Type II, Polyglass HT Base 650
SBS-AA
Hot Asphalt at 20.40
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, ElastoRex 56 Type II, Elastoflex S6 G, Elastoflex 56 G FR, Elastoshield TS-G,
Ibs/square
Elastoshield TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR sand -backed)
Note:
Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes:
Base Ply or Ply
One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, ElastoRex S6, Elastoflex 56 Type II, Polyglass HT Base
SBS-TA
650
(SBS, Torch -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex S6 Type II, 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 membrane substra[esfar SBS-SA are limited to the 585•SA Base Ply options he rein,
Self -Adhering
Elastobase (poly/sand) or Elastobase (poly/poly).
APP-CA3
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)
Cap Ply
PolyOex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfresko G, Polyfresko G FR
Torch -Applied
APP SA
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Pclykool
(APP, Self -Adhering)
Note:
Unless otherwise noted, permissible membrane substratesforAPP-SA are limited to the SBS-SA Base Ply options herein,
Self -Adhering
Elastabase (poly/sand) or Elastobase (Poly/poly).
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2019
Prepared by: Robert.Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Appendix 1, Page 3 of 65
NNEMOjetc.
TABLE If: .... .. . .
.:... ROOF
System
Roof Cover (Note 15)
No.
Deck (Note 1)
Primer
MOP (psf)
Joint Treatment
Base Ply
Ply
Cap Ply
W-170
Min. 15/32-
None
None
SBS-SA
(Optional) SBS-SA, SB5-
SBS-SA, APP-SA, SBS.
-90.0
inch plywood
TA, APP TA
TA APP TA
Min. 15/32-
W-171
inch plywood
(Optional) PG300
None
Pol YO ex 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-
g7 S
Inch plywood
TA, APP-TA
TA, APP-TA
Min. 15/32-
Plywood joints are covered with 4-inch wide strips of ElastoBex SA V Plus, rolled into
ElastoBex SA V Base or
(Optional) SBS-SA, SBS-
SB5-SA, APP-SA, SBS-
W-173
inch plywood
(Optional) PG100
place to create continuous bond.
ElastoBex SA V FR Base
TA, APP-TA
TA, APP-TA
-97.5
W 174
Mch
POLYBRITE 745
None
SBS-SA
585-
-SA, 5B5-
-105.0
inch Plywood
plywood
TA, APP TASBS-SA,
TA, APP TA
W175
2
(Optional)PGI00
4Ywpvdj�otq'S'!a re W04-inch widE strips fEtastot#Ex•SA!i'Ff s, rplled into
ElastaflEv SA VPIus or
(Opt oinylT3BS5A'�5 -
85.5A-AFP-SA-S85-.,-
Alyiuno
lace o createE nt....�uSb
Efasto ex ' PI R
_
Min. 15/32-
Plywood joints are covered with 4-Inch wide strips of Elastofex SA V Plus, rolled into
W-176
inch plywood
0
(Optional) ) PG100
place to create continuous bond.
ez
Pol YB SA Base
(Optional)APP-TA
APP-TA
-135.0
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL3654-RZ3
Certificate of Authorization 932455' 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (954) 733-1330 Appendix 1, Page 26 of 65