HomeMy WebLinkAboutEVALUATION REPORTEXTERIOR RESEARCH & DESIGN, U.C.
SCANNED Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
TRINITY ERD BY OXFORD, CT 06478
St. Lucie County (203) 262-9245
EVALUATION REPORT - — - --
TRI-BUILT Materials Group, LLC Evaluation Report A42960.10.12-R6
PO Box 70
Rutherford, NJ 07070
(800)516-1485
FL16048-R6
Date of Issuance:10/25/2012
Revision 6: 09/25/2017
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 Ebb Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPEc iON: 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:�-
o•:J
if'O.SR1'S]
+
] c \'� W. . i,E
Robert J.M.Nieminen P.E.
rT,.
Nlee
J/o.u�p mn� e unnesea] .PFcaderas mma
Florida Registration No. 59166, Florida DCA ANE1983
P.E. on os/u/zov. This does not acme a:znokn.omrallysigned
do cant
CERTIFICATION OF INDEPENDENCE:
1. Trinity] 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a. building code evaluation. Neither 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.
�I I KINITY ERD
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 6t6
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
UL 1897
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:
Ent
Examination
Reference
Date
ERD (TST6049)
Physical Properties
540540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
540540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
540540.03.14
03/26/2014
ERD (TST6049)
Physical Properties
544870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
544870.04.14-1
04/10/2014
ERD (TST6O49)
Physical Properties
544870.04.14-4
04/10/2014
ERD (TST6O49)
Physical Properties
543530.02.14-1-R1
05/14/2014
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
540540.1O.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, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D197O.
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 D197O 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 D197O.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 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 A42960.10.12-R6
Certificate of Authorization #9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION F1.16048-1116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 2 of 6
�TRJNITYJERb
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 OPTIONS
Underlayment
Asphalt
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
Shingles
_
& Shingles
Tri-Built Sand-R SA Shingle
Yes
No
No
No
Yes
Yes
Underlayment
Tri=Built S/A HT TU
yes
Yes
Yes
Yes
Yes
Yes
Underlayment
See 5.5.1
n w t- moot r
�
®
�
es
es
es
n er a men
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE SA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS"
Adhesive
Florida Product Approval
Underlayments
ICP Adhesives Polyset® AH-160
FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBondTM
FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
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 D41 primed plywood; OSB; 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:
➢ 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 5/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based ontesting of the insulation/underlayment
system in accordance with FM 4474, Appendix D orTAS 114, Appendix J.
" Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Certiflcate of Authorization#9503 6""EDITION (2017)FBC NON-HVHZ EVALUATION FI16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 3 of 6
NTINIWI 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 Smooth HT S/A
Underlayment applied to:
ASTM D226, Type I or1l 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 the 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 2022 (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.ODsf:
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-BuiltS/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure=-67.5 Dsf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-BuiltS/A HT TU Underlayment, self -adhered.
#3 MaximumDesignPressure = -150.0 psf:
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-Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, I.I.C.
Certificate of Authorization a9503 6'"EDI7ION(2017) FBC NON44VHZ EVALUATION
TRI-BUILT Roof Underlayments; (800) 516-1485
Evaluation Report A42960.20.12-R6
FL16048-R6
Revision 6: 09/25/2017
Page 4 of 6
� TRINITY 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 WD3, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
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 HTTU 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.
TABLE 2: TILE _SLIPPAGE LIMITATIONS FOR 'DIREC_ r=D_ ECK_TILE INSTALLATIONS
Maximum
Underlayment
Tile Profile
Staging Method
Slope
Flat
Max. 10-tile stack
6:12
Lugged
Max. 10-tile stack
5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high
6:12
on slope, as shown below)
Tri-Built S/AHTTU�
Underlayment
=
Lugged
V
Exterior Research and Design, ULC. Evaluation Report A42960.1012-R6
Certificate of Authorization #9503 IP EDITION (2017) FBC NON-HVHZ EVALUATION FL36048-R6
TRI•BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 5 of 6
�I I KINITY J 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 Underlayment. Tri-Built.S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
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-BuiltS/A HTTU Underlayment 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 (04-22).
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.
H. 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 A42960.10.12-R6
Certificate of Authorization#9503 67 EDITION(2017) F8C NON4FVH2 EVALUATION FL16048-RG
TRI-BUILT Roof Underlayments; (800) 516.1485 Revision 6: 09/25/2017
Page 6 of 6
ENGINEER EVALUATE
SCANNED
BY
St. Lucie County
TEST
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203)262-9245
CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P9290.02.08-R21
150 Lyon Drive FL3654-R23
Fernley, NV 89408 Date of Issuance: 02/11/2008
(954) 233-1330 Revision 21:10/08/2018
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: P,o_ yg. ass SB. an _ q. P o- I le ItUmen Roo: 5Vstem5
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 "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:
„•,,1,.,,.,.,,
Robert J.M. Nieminen, P.E.'°TFs;=;_.g;;5•'?5'
The facsimile seal appearing was authorized hyRobert
Florida Registration No. 59166, Florida DCA ANE1983
'^.�%!OrsL°,;;��:`"," Nieminen,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. 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.
5. 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.
ONEMOletc.
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 6t° 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. F••D
Section _
_ _
Property_ - _
Standard
_ --_
Year
1504.3.1
Wind
FM 4474
2011
1504.3.1
Wind
UL1897
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
3. REFERENCES:
Enti
Exam
Reference
Date
iaiitt
Exam
Reference -
.Date
_
ERD (TST6049)
Physicals
_
P30490.10.08-2
10/30/2008
FM (TST3867)
_ _
FM 4470
2DOAO.AM
12/23/1998
ERD (TST6049)
FM 4470/4474
P13760.09.09
09/10/2009
FM (TST1867)
FM 4470
2DSA9.AM
06/2211999
ERD (TST6049)
FM 4470/4474
P33770.09.09
09/10/2009
FM (T51-1867)
FM 4470
3006646
01/04/2000
ERD (T5T6049)
FM 4470/4474
P30540.11.09-111
11/3012009
FM (TST1867)
FM 4470
3001334
01/25/2000
ERD (TS176049)
FM 4470/4474
P30550.12.09
12/02/2009
FM (TS173867)
FM 4470
3001334
02/15/200D
ERD (TST6049)
Physicals
P33960.12.10
12/30/2010
FM.(TST3867)
FM 4470
3000857
01/12/2000
ERD (TST6049)
FM 447014474
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 (TST3867)
FM 4470
3006115
05/02/2001
ERD (TST6049)
FM 4470/4474
P39680.03.13
03/04/2013
FM (TS71857)
FM 4470
3012321
07/29/2002
ERD (TST6049)
Physicals
P37590.03.13-1-R3
06/26/2013
FM (TST3867)
FM 4470
3014692
08/05/2003
ERD(W6049)
Physicals
P37590.03.13-2-RI
07/01/2013
FM(TST3867)
FM 4470
3014751
08/27/2003
ERD M6049)
Physicals
P37590.07.13-2
07/01/2013
FM (TST3867)
FM 4470
3007170
01/13/2004
ERD (TSr6D49)
Physicals
P37590.03.13-5-RI
07/01/2013
FM (TST3867)
FM 4470
3019317
06/30/2004
ERD M6049)
Physicals
P37590.07.13.1
07/02/2013
FM (TS13867)
FM 4470
3020703
07/30/2004
ERD M6049)
FM 4470/4474
P41630.08.13
08/06/2013
FM (TST3867)
FM 4470/4474
3018332
01/31/2006
ERD UST6049)
Physicals
P45940.09.13
09/04/2013
FM (TST3867)
FM 4470/4474
3023368
03/20/2006
ERD W6049)
Physicals
P44370.10.13
10/04/2013
FM 0ST1867)
FM 4470/4474
3024594
05/23/2006.
ERD (TST6049)
Physicals
P39520.09.14-2
09/11/2014
FM (TST3867)
FM 4470/4474
3023458
07/18/2006
ERD (M6049)
FM 4470/4474
SC6160.31.14
11/10/2014
FM (TST1857)
FM 4470/4474
3030568
09/12/2007
ERD (TS176049)
Physicals
P45440SC.03.15-1
03/31/2015
FM OW1867)
FM 4470/4474
3032172
06/12/2009
ERD M6049)
Physicals
SC5170.05.15
05/08/2015
FM (TS13867)
FM 4470/4474
3049631
04/21/2014
ERD (TST6049)
FM 4474
SC8085.05.15
05/29/2015
FM (TST3867)
FM 4470/4474
3057029
02/02/2017
ERD (TST6049)
Physicals
SC5170.12.15
12/29/2015
NEMO(TST6049)
Criticality
45-PLYG-18,001.06.14
06/23/2019
ERD (TST6049)
FM 4470/4474
SC9455.15
04/01/2016
NEMO (TST6049)
FM 4474
4L-PLYG.18-003.08.18
08/21/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-1
05/17/2016
NEMO M6049)
FM 4474
PLYG-Cl, 0, u, a, Ca
09/21/2018
ERD (TST6049)
FM 4470/4474
PLYG-SC8905.05.16-2
05/17/2016
NEMO (TST6049)
Criticality,
4 PLYG-18001.10.18
10/03/2018
ERD (TSf6049)
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.SC12025.10.36
10/12/2016
PRI(TST5878)
Physicals
PUSA-061-02-02
01/28/2008
ERD (TST6049)
FM 4470/4474
PLYG.SC11475.16
11/17/2016
PRI (TST5878)
Physicals
PUSA-064.02-02
02/27/2008
ERD (TST6049)
FM 4470/4474
PLYG-SC33235.01.17
01/17/2017
PRI (TSTS878)
Physicals
PUSA-062.02-02
12/04/2008
ERD(TST6049)
FM 4470/4474
PLYG-SC33920.05.17
05/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02-01
02/08/2017
ERD(TST31294)
FM 4470/4474
PLYG-Cm3945.05.17-1
05/30/2017
PRI(TST5878)
TAS 114
PUSA-188-02-02
02/03/2017
ERD its T11294)
FM 4470/4474
PLYG-C613945.05.17.3
05/30/2017
PRI(TST5878)
TAS 214
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(TST6049)
FM 4470/4474
PLYG-SC15760.09.17
09/11/2017
PRI(TST5878)
TAS 114
PUSA-202-02-02
05/17/2017'
FM(TST1867)
FM 4470
211117ATAM
08/04/1994
M-D(CER1592)
HVHZ
Various NOAs
Various
FM(TST3867)
FM 4470
OMMAM
04/04/1997
M-1)(CER1592)
Prop. for Rev.
10-0823
10/12/2010
UL(QUA9625)
Quality Control
Seryice Confirm
09/13/2018
NEMO ETC, LLC Evaluation Report P9290.02.08-RZ1
Certificate of Authorization#32455 6- EDITI ON (2017) FBC NON-HVHZ EVALUATION FL1654-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 2 of 4
ONEMOJetc.
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
ast0 ex,.', aye
, dW e,
Elastoflex SA V FR Base
ASTM D6163, Table 2
S
I
Elastoflex SA V Plus
ASTM D6163
S
1
Elastoflex SA V Plus FR
ASTM D6163
S
I
Elastobase Poly
ASTM D6164
S
I
Elastoflex S6
ASTM D6164
S
I
Elastoflex S6 Type II
ASTM D6164
S
II
Elastoflex VG
ASTM D6163
G
I
Elastoflex VG FR
ASTM D6163
G
I
SIBS Membranes
Elastoflex S6 G
ASTM D6164
G
- I
Elastoflex S6G FR
ASTM D6164
G
I
Polyfresko G SBS (sand or poly -film back)
ASTM D6164
G
I
Polyfresko G 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
astp ex,_-.
6
m
Elastoflex SA P FR
ASTM D6164
G
I
Polyreflect
ASTM D6164
S
I
APP Membranes
Polyflex
ASTM D6222
S
I
P0lyflexG
ASTM D6222
G
I
Polyflex G FR
ASTM D6222
G
I
Polyfresko G
ASTM D6222
G
I
Polyfresko G FR
ASTM D6222
G
I
Polybond
ASTM D6222
S
I
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
1
5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product.
5.4 For steel deck installations, foam plastic insulation shall be separated from the building interior in accordance with
FBC 2603.4 unless the exceptions stated in FBC 2603.4.1 and 2603.6 apply.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
certificate of Authorization#32455 6^' EDITION(2017) FBC NON-HVHZ EVALUATION FL16S4-R23
Polyglass Modified Bitumen Roof Systems; (954) 233-1330 Revision 21: 10/08/2018
Page 3 of 4
NNEMOletc.
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-bondedinsulation, 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 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3
enhancements.
5.8 For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks, fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application
Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re -roof (tear off) or recover installation, the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question, field uplift testing in accordance with ANSI/SPRI IA-1,
ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation, the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2) or1609.3(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
this product.
OA agency for information on product locations covered for F.A.C. Rule 61G20-3 CIA requirements
UL LLC—QUA9625; (314) 578-3406,
-THE 65-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT -
NEMO ETC, LLC Evaluation Report P9290.02.08-R21
Certifimte OfAuthorlmdon N32455 eEDITION (2017) FBC NON-HVHZ EVALUATION FL3654-R23
Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Revision 21: 10/08/2018
Page 4 of 4
ONEMOjetc.
APPENDIX 1:
TABLE
ATTACHMENT REQUIREMENTS FOR WIND
DECK
UPLIFT RESISTANCE
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)
A-2
Mech. Attached Anchor Sheet, Bonded Insulation, BondedRoof 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
3E
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
1G
Wood
New or Reroof (Tear -Off)
E
Non -Insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover
38-21
1H
Wood
New, Reroof (Tear -Off) or Recover
E
Non -Insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover
21-25
®
0®
W Or er0o e r
®
on-Insu ate , BOn a 00 Cover
0
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
3876
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
SA
Cementitious wood fiber
New or Reroof (Tear -Off)
A-1
Bonded Insulation, Bonded Roof Cover
54
513
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
5D
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
6B
Existing gypsum
Reroof (Tear -Off) or Recover
A-2
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
6D
Existing gypsum
Reroof (Tear -Off) 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
7B
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 engagethe top flute of the steel deck.
➢ Structural concrete: Minimum,l-inch embedment into pilot hole in accordance with fastener manufacturers published Installation instructions.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FLI654-R23
Certificate of Authorization N32455 bra EDITION (2017) FBC NON-HVH2 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 EA 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 deck shall 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.
S. 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.
➢ Hot asphalt (HA): Fullcoverage at 25-30lbs/square.
➢ Dow INSTA STIK Quik Set Insulation Adhesive (D-15): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c.
➢ 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. -
➢ OMG OlyBond 500 (OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: Oly8ond Green maybe used where OlyBond500 is referenced.
➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square.
➢ ICP Adhesive & Sealants Polyset CR-20: Continuous 2.5-3.5-Inch wide ribbons,12-inch o.c.
➢ Note: When multiple layers(s) of insulation and/or coverboard are installed In ribbon -applied adhesive, board Joints shall be staggered.
➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing.
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 may be used as a drop -in for the equivalent thicker material listed In the table:
➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-Inch thick)
➢ Millennium PG-1 Pump Grade Adhesive (M-PGI): MDP -157.5 psf (Min. 0.5-inch thick)
➢ OMG Oly8and 500 (08500): 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+GQ
➢ 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 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 the selected assembly shall meet or exceed the Zone.I design pressure determined in accordance with FBC
Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM 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. Forfully 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, theexisting 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.
I
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 Evaluation Report P9290.02.08-R21 for FL1654-1323
Certificate of Authorization R32455 6TM 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 1 Appendix 1, Page 2 of 65
ONEMOletc.
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 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, Points. 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 ROOD (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 ROOF COVERS
REFERENCE
LAYER
MATERIAL
APPLICATION
BP -AA
Base Ply
One or more plies Polyglass G2 Base, FBC Approved ASTM D4601, Type II
Hot Asphalt at 20-40
(Base and Ply sheets,
Ply
One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV orVI
Ibs/square
Asphalt -Applied)
Nate:
Asphalt-appliedsheets orinsulation shall notbe applied to poly -film surfaced membranes.
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11, Polyglass HT Base 650
PG350 at 1.5-2.0
SBS-CA1
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed
Base Ply
One ply Elastobase (sand/sand), Elastoflex V, Elastoflex 56, Elastoflex S6 Type II
Polyplus 35 at 1.5-2.0
SBS-CA2
Cap Ply
Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type II, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield
gal/square
TS-G FR, Polyfresko G SBS (sand -backed), Polyfresko G SBS FR (sand -backed)
Base Ply or Ply
One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex
S6 Type 11, Polyglass HT Base 650
SBS-AA
(SBS, Asphalt -Applied)
Cap Ply
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G Fit, Elastoshield TS-G,
Hot Asphalt at 20-40
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.
On or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56, Elastoflex 56 Type 11, Polyglass HT Base
SBS-TA
Base Ply or Ply
(SBS, Torch -Applied)
Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S69PT a II, Elastoflex 56 G, Elastoflex S6 G FR, Elastoshield TS-
Torch -Applied
Cap Ply
G, Elastoshield TS-G FR, Polyfresko G SBS (poly -film backed), Polyfresko G SBS FR (poly -film backed)
aseaP„y-
...eastaez V.Easex5Vs-F�_A-a_
CC_a_pT
Elastotlex SAIP, E ast4 ex,SA PJR, P,O yre_ _e
a -A enn
FU51ZW7of h erwise note dffpLrm issiale1mem nine s Whistrates. for, SB S +Aare. !m to tot a 585.5A BaseP options ereml
S Se -A lerib
ate:
_pyto.. ase pp. ,Son_-orf_!p£to. o_ e. pay Po_ y
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
Cap Ply
Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool
APP SA
(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, LLC Evaluation Report P9290.02.08-R21 for FL3654-R23
Certificate of Authorization n32455 6'" EDITION 120171 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 3 of 65
16. Vapor barrier options for use over structural concrete deck followed by adhered Insulation carry the following Maximum Design Pressure (MDP) limitations.
applies:
ONEMOjetc.
The lesser of the MDP listings below vs. those in Table 3A
OPTION
#
PRIMER
VAPOR BARRIER OPTIONS; DECK;
VAPOR BARRIER
INSULATION ADHESIVE
MDP(PSF)
TYPE
ATTACH
VB-1.
PG300
Elastoflex SA V Plus
Self -Adhering
Inta-Stik or CR-20, 12-inch D.C.
-60.0
VB-2.
PG100
Polyglass APP Base
Torch -applied
Inta-Stik or CR-20, 12-inch D.C.
-75.0
VB-3.
PG300
Elastoflex SAP
Self -Adhering
Insta-Stik, 12-inch o.c.
-75.0
VB-4.
PG300
Elastoflex SA P
Self -Adhering
Millennium One Step Foamable Adhesive, 12-inch D.C.
-157.5
VB-5.
PG300.
Elastoflex SA P
Self -Adhering
CR-20, 12-inch o.c.
-270.0
VS-6.
PG300
Elastoflex SA V Base, Elastoflex SA V FR Base,
Elastoflex SA V Plus, Elastoflex SA V Plus FRI
Self -Adhering
Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade
Adhesive, OlyBond 500 or CR-20, 12-inch D.C.
-290.0
17. The following surfacing maybe applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and,KM Coatings roof coatings for
application limitations and a Roofing Materials Directory for fire ratings associated with coating usage.
Option#
SURFACING •. -,.F SYSTEMS
•Surfacing -
Florida Product Approval
SURF-1.
PG300 Fibered Roof Coating
FL10291.
SURF-2.
PG600 Non-Fibered Aluminum Roof Coating
FL10291.
SURF-3.
PG650 Fibered Aluminum Roof Coating
FL10291
SURF-4.
PG700.High Quality Elastomeric Roof Coating
FL10291.
SURF-S.
PG700QS (Quick Set) High Quality Elastomeric Roof Coating
FL10291
SURF-6.
PG800 Asphalt Emulsion Roof Coating
FL10291
SURF-7.
Polyplus 60 Premium Non-Fibered Aluminum Roof Coating
FL10291
SURF-8.
Polyplus 65 Premium Fibered Aluminum Roof Coating
FL10291
SURF-9.
Polybrite 70 Premium Grade Elastomeric Roof Coating
FL10291
SURF-10.
Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating
FL10291
SURF-11.
Polybrite 71 HIS
FL10291
SURF-12.
Polybrite 90 High Solids Silicone Roof Coating
FL10291
SURF-13.
Polybrite 95 Silicone Roof Coating
FL10291
SURF-14.
KM Acryl 15
FL27409
SURF-15.
KM Acryl 15 CIS
FL27409
SURF-16.
KM Acry125
FL27409
SURF-17.
KM Acryl 25 CIS
FL27409
SURF-I8.
KM Acr l40 HS
FL27409
SURF-19.
KM Acryl 85
F1.27409
SURF-20.
KM PS#250
FL27409
SURF-21.
KM PS#220
FL27409
18. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization #32455 6m EDITION (2017) FBC NON-HVHZ EVALUATION Revision 21: 10/08/2018
Prepared by: Robert Niernmen, PE-59166 Polyglass Modified Bitumen Roof Systems, (954) 233-1330 Appendix 1, Page 4 of 65
ONEMOJetc.
TABLE 11: WOOD DECKS — NEW CONSTRUCTION OR REROOF (TEAR -OFF)
SYSTEM TYPE F: NON -INSULATED, BONDED ROOCOVER
System
_ Roof Cover (Note 151
Deck (Note 1)
Primer
MDP (psf)
Joint Treatment
Base Ply
Ply
Cap Ply
No.
Min. 15/32-
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
W-170
inch plywood
None
None
SBS-SA
TA, APP-TA
TA, APP-TA
-g0.0
W-171
Min. 15/32-
(Optional) PG100
None
PolyRex SA Base
(Optional)APP-TA
APP-TA
-90.0
Inch plywood
Min. 15/32-
(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
W 172
inch plywood
PG100
None
SBS-SA
TA, APP-TA
TA, APP-TA
975
Min. 15/32-
Plywood joints are covered with 4-inch wide strips of Elasto0e%SA V Plus, rolled into
Elastoflen SA V Base or
(Optional) SBS-SA, SBS-
SBS-5A, APP-SA, SBS-
W-173
inch plywood
(Optional) PG100
place to create continuous bond.
Elastoflex SA V FR Base
TA, APP-TA
TA, APP-TA
97.5
Min. 35/32-
'(Optional)SBS-SA, SBS-
SBS-SA, APP-SA, SBS-
W 174
loch plywood
POLVBRITE 745
None
SBS-SA
TA, APP-TA
TA, APP-TA
-105.0
®
In.
i n
(Plywood -In r < v e i 4y wiesU 50 E x AVP .roe ut
asto ex, POso
tion I B A.S
-
ace to create:continuous on
n woo
W-176
Min: 15/32-
(Optional) PG100
Plywood joints are covered with 4-inch wide strips of Elasto0ex SA V Plus, rolled into
PolyOex SA ease
(DpOonal)APP-TA
APP-TA
-135.0
Inch plywood
place to create continuous bond.
NEMO ETC, LLC Evaluation Report P9290.02.08-R21 for FLI654R23
Certificate of Authorization #32455 6m 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 26 of 65