HomeMy WebLinkAboutProduct Approval REVIEWED FOR
CODE. COMPLIANCE
LU( DESIGN,LLC.
j RECEIVED erhficate o Authorization JJ9503
®HRISTIAN STREET, UNIT#13
�TRIi�6iTY ERQ
SEP 2 7 20119 OXFORD,CT 06478
a _ _._. ..• �°'" (203)262-9245
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EVALUATION REPORT ' ST. Lucie County, Permitting
TRI-BUILT Materials Group,LLC Evaluation Report A42960.10.12-116
PO Box 70 FL16048-R6
Rutherford, NJ 07070 Date of Issuance:10/25/2012
(800)516-1485 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 Cade, Residential Volume. The
products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code
sections noted herein.
fDESCRIPTION: 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.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6.
Prepared by: pssttrrr�,,
Robertl.M. Nieminen,P.E. r,=* t t The facsimile seal appearing was authorized by Robert Nieminen,
'Florida Registration No.59166,Florida DCA ANE198.3 P.E.on 09/25/2017.This does not serve as an electronically signed
document.
I 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 I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does'not have.nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. ate, 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.
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_ TRINITY
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 6th Edition(2017)Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/
Conditions of Use set forth herein.
2. STANDARDS:
Section 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:
Enti Examination Reference Date
ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties S40540.11.13 11/19/2013
ERD(TST6049) Physical Properties -S4054o.b3.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties S44870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
ERD(TST6049) Wind Resistance SC14045.05.17-111 06/07/2017
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.b7/18/2020
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 D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film-surfaced, SBS
modified bitumen roof underlayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither 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.
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 A42960.10.12-116
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-116
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 2 of 6
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°TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any- prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF CovER 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
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
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5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE lA:ALLOWABLE TILE AOHESIVE f UNDERLAYMENT COMBINA7ION51
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Adhesive Florida,Product Approval Underlayments
ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment
Dow TileBond'" 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;.SECU ROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems (Tri-Built.S/A. HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulation/underlayment
system in accordance with FM 4474,Appendix D or TAS 114,Appendix J.
I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 3 of 6
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QTRINITY
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 or Il.felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure=-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional),ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
#3 Maximum Design Pressure=-150.0 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,LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6 H EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 4 of 6
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_ 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 WD1, 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 HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-12)):
When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE.$UPPAGE UMi7AnONS FOR DIRECT-DEGIC TILE INSTALIATlONB
Underlayment Tile Profile Staging Method Maximum
Slope
Flat Max.10-tile stack 6:12
j 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)
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j Tri-Built S/A HT TLI
Underlayment
Lugged
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Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R6
Certificate of Authorization#9503 6T”EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 5 of 6
TRINITY 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-Built S/A HT TU 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(04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017
Page 6 of 6
�.
- REVIEWED FOR
CODE COMPLIANCE NEMO etc.
ST a C®U�pTrrtificate of Authorization#32455
�+ Chrjstian Street, Unit#13
B®CC Oxford,CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
• •
Polyglass USA,Inc. SEP 2 7 20i9 Evaluation Report P9290.02.08-R21
150 Lyon Drive - FL1654-R23
Fernley, NV 89408 Date of Issuance:02/11/2008
ST. Lucie County, Permitting(954)233-1330 Revision 21.10/08/2018
-. I
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 6eh Edition(2017)Florida Building Code sections noted herein.
DESCRIPTION: Polyglass SOS and APP Modified Bitumen Roof Systems
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 "NEMOletc. 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: -05`,
Robert J.M.Nieminen,P.E. n,'`�s. eq°+, The facsimile seal appearing was authorized by Robert
Florida Registration N0.59166,Florida DCA ANE1983 ?%�S:�; � �' 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.
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.
s .
ONEMOletc.
ROOFING SYSTEMS EVALUATION:
SCOPE:1.
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 a 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 v - Property Standard _Year
1504.3.1 Wind FM 4474 2011
i 1504.3.1 Wind UL 1897 2012
1504.7 Impact FM 4470 2012
1507.11.2 Physicals ASTM D6162 2008
1507.11.2 Physicals ASTM D6163 2008
1507.11.2 Physicals ASTM D6164 2011
1507.11.2 Physicals ASTM D6222 2011
1507.11.2 Physicals ASTM D6509 2009
3. REFERENCES:
Entity Exam° Reference, Date. _ .Entl _.,_Exam=. Reference Date
ERD(TST6049) Physicals P10490.10,08-2 10/30/2008 FM(TST1867) FM 4470 2DOAO.AM 12/23/1998
ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 FM(TST1867) FM 4470 2DSA9.AM 06/22/1999
ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3006646 01/04/2000
ERD(TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM(TST1867) FM 4470 3001334 01/25/2000
ERD(TST6049) FM 4470/4474 P30550.12.09 1Z/02/2009 FM(TST1867) FM 4470 3001334 02/15/2000
ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3000857 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 03/06/2013 FM(TST1867) FM 4470 3006115 05/02/2001
ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470 301.2321 07/29/2002
ERD(TST6049) Physicals P37590.03.13-1-R1 06/26/2013 FM(TST1867) FM 4470 3014692 08/05/2003
ERD(TST6049) Physicals P37590.03.13-2-R1 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-R1 07/01/2013 FM(TST1867) FM 4470 3019317 06/30/2004
ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(TST1867) FM 4470 3020703 07/30/20D4
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 SC6160.11.14 11/10/2014 FM(TST1867) FM 4470/4474 3030668 09/12/2007
ERD(TST6049) Physicals P45440SC.03.15-1 03/31/2015 FM(TST1867) FM 4470/4474 3032172 06/12/2009
ERD(TST6049) Physicals SC5170.05.15 05/08/2015 FM(TST1867) FM 4470/4474 3049631 04/21/2014
ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 FM(TST1867) FM 4470/4474 3GS7029 02/02/2017
ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(TST6049) Criticality 45-PLYG-18.001.06.18 06/23/2018
ERD(TST6049) FM 4470/4474 SC9455.15 04/Ol/2016 NEMO(TST6049) FM 4474 4L-PLYG-18-W3.08.18 08/21/2018
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-1 05/17/2016 NEMO(TST6049) FM 4474 PLYG.d.C4.CS,CS 09/21/2018
ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEW(TST6049) Criticality 45-PLYG-18-001.10.18 10/03/2018
ERD(TST6049) FM 4470/4474 PLYG-SC10915.07.16-it1 09/23/2016 PRI(TS75878) Physicals PUSA-062-02-01 12/04/2007
ERD(TST6049) UL 1897 PLYG-SC12025.10.16 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-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(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017
ER6(TST11294) FM 4470/4474 PLY6-M13945.05.11-3 05/30/2017 PRI(TST5878) TAS 114 PUSA-188-02-03 02/08/2017
ERD(TST6D49) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017
I ERD(TST6049) FM 4470/4474 PLYG-SC15760.09.17 09/1112017 PRI(TST5878) TAS 114 PUSA-202-02-02 05/17/2017
FM(TST1867) FM 4470 2WW AM 08/D4/1994 M-D(CER1592) HVHZ Various NOAs Various
FM(TST1867) FM 4470 OD3A3.AM 04/04/1997 M-D(CER1592) Prop.for Rev. 10-0823 10/12/2010
UL(QUA9625) Quality Control Service Confirm 09/13/2018
NEMO ETC,LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-1123
Polyglass Modified Bitumen Roof Systems,1954)233-1330 Revision 21:10/08/2018
Page 2 of 4
i
ONEMOJetc.
4. PRODUCT DESCRIPTION:
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 1:ROLL-GOODS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS
? Type Product
. ` specMcation
Reference Grade 7,ype
Polyglass G2 Base ASTM D4601 N/A II
Base Sheets Polyflex SA Base ASTM D4601 N/A II
Polyglass APP Base ASTM D6509 N/A N/A
Polyglass HT Base 650 ASTM D6162 S III
Elastobase ASTM D6163 S 1
Elastoflex V ASTM D6163 S I
Elastoflex SA V Base ASTM D6163,Table 2 S I
Elastoflex SA V FR Base ASTM D6163,Table 2 S I
SBS Membranes Elastoflex SA V Plus ASTM D6163 S I
Elastoflex SA V Plus FR ASTM D6163 S I
Elastobase Poly ASTM D6154 S I
Elastoflex 56 ASTM D6164 S I
Elastoflex S6 Type If ASTM D6164 S II
Elastoflex VG ASTM D6163 G I
Elastoflex VG FR ASTM D6163 G I
Elastoflex 56 G ASTM D6164 G I
Elastoflex S6 G FR ASTM D6164 G I
Polyfresko G SBS(sand or poly-fi(m back) ASTM D6164 G I
Polyfresko G SBS FR(sand or poly-film back) ASTM D6164 G 1
SBS Membranes Elastoshield TS G ASTM D6164 G I
Elastoshield TS G FR ASTM D6164 G I
Elastoflex SA P ASTM D6164 G I
Elastoflex SA P FR ASTM D6164 G I
Polyreflect ASTM D6164 S I
Polyflex ASTM D6222 S 1
Polyflex G ASTM D6222 G I
Polyflex G FR ASTM D6222 G I
Polyfresko G ASTM D6222 G I
Polyfresko G FR ASTM D6222 G I
APP Membranes 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 I
5. LIMITATIONS:
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
Certificate of AuthorizationN32455 6-EDITION(2017)FBC NON-HVHZ EVALUATION FL3654-R23
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 21:10/08/2028
Page 3 of 4
s
ONEMOletc.
5.5 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall
be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of
the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1511.
5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the
selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16.
Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated
pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing
Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk*
carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3
enhancements.
5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly
shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is
permitted for these systems.
5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing
deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application
Standard TAS 105.
5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing
deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface
conditions exist that bring system performance into question,field uplift testing in accordance with ANSI/SPRI IA-1,
ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on
mock-ups of the proposed new roof assembly.
5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall
be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having
Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, FM Loss Prevention Data
Sheet 1-52 or Testing Application Standard TAS 124.
5.12 Metal edge attachment (except gutters), shall be designed and installed for wind loads in accordance with FBC
Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111,
except the basic wind speed shall be determined from FBC Figure 1609.3(1),1609.3(2)or 1609.3(3).
5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 611320-3.
INSTALLATION:6.
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.
REQUIREMENTS:7. BUILDING PERMIT
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
PLANTS:8. MANUFACTURING
Contact the noted CIA agency for information on product locations covered for F.A.C.Rule 611320-3 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-
NEIVIO ETC,LLC Evaluation Report P9290.02.08-R21
Certificate of Authorization#32455 eEDITION(2017)FBC NON-HVHZ EVALUATION F1.1654-1123
Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 21:10/08/2018
Page 4 of 4
ONEMOletc.
TABLE 1G: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: • BONDED ROOF COVER
SYNtu m Deck(Note i) Type -,Base Roof 5)_ N1DP
se Sheet ' .Cover_(Notel
Fasten Attach Base Ply Cap Ply Osf)
No BME P
Min.15/32- 9-inch o.c.at min.2-inch lap and 18-inch o.c.at None SBS-AA,SBS-TA,APP- -45.0'
W-81 inch plywood Elastobase,Elastobase P Simplex MAXX Cap two(2),equally spaced,staggered center rows TA
Min.15/32- 32 ga.,1-5/8-inch diameter tin caps with 12 ga.annular 6-inch o.c.at min.3-Inch lap and 6-inch o.c.at None SBS-AA,SBS-TA,APP- 45.0
W-82 inch APA Elastobase,Elastobase P' ring shank nails four(4),equally spaced,staggered center rows TA
rated OSB
Min.15/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 12 ga.annular 6-inch o.c.at min.3-inch lap and 6-inch o.c,at
W-83 Inch APA top) ring shank nails four(4),equally spaced,staggered center rows None SBS-SA,APP-SA 45.0
rated OSB
Min.15/32- 32 ga.,1-5/8-inch diameter tin caps with 12 ga.annular 6-inch o.c.at min.3-inch lap and 6-inch o.c.at
W-84 inch APA Polyglass APP Base ring shank nails four(4),equally spaced,staggered center rows None APP-TA -45.0
rated OSB
Min.15/32- 9-inch o.c.at min.2-Inch lap and 12-inch o.c.at None SBS-AA,SBS-TA,APP- -52.5
W-85 inch plywood Elastobase,Elastobase P Simplex MAXX Cap two(2),equally spaced,staggered center rows TA
W-86 Min.15/32- Elastobase,Elastobase P Original Simplex Cap Nails(1-inch metal head diameter, 6-Inch o.c.at min.3-Inch lap and 6-inch o.c.at SBS-AA,SBS-TA,APP-
52.5
inch plywood 11 gauge x min.1.25-inch long annular grooved shank) four(4),equally spaced,staggered center rows None TA
W 87 Min.15/32- Elastobase,Elastobase P(poly-film Original Simplex Cap Nails(1-inch metal head diameter, 6-inch o.c,at min.3-Inch lap and 6-Inch o.c.at None SBS-SA,APP-SA -52.5
inch plywood top) 11 gouge x min.2.25-Inch long annular grooved shank) four(4),equally spaced,staggered center rows
W 88 Min.15/32- Polyglass APP Base Original Simplex Cap Nails(1-inch metal head diameter, 6-inch o.c.at min.3-inch lap and 6-inch o.c.at None APP-TA -52.5
Inch plywood 11 gauge x min.1.25-Inch long annular grooved shank) four(4),equally spaced,staggered center rows
Elastobase,Elastobase P,Polyglass
G2 Base,CertainTeed Glasbase, 8-Inch o.c,at min.flinch lap and 8-inch o.c,at
Min.19/32- 32 ga.,1-5/8-Inch diameter tin caps with 11 ga.annular SBS-AA,585-TA,APP-
W-89 Inch plywood Firestone MB Base,JM Perma-Ply ring shank nails three(3),equally spaced,staggered center None TA 60.0
28,Tamko Glass Base or GAFGLAS rows
#75
Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular S-Inch o.c,at min.4-inch lap and 8-Inch o.c.at
W-90 three(3),equally spaced,staggered center None SBS-SA,APP-SA -60.0
Inch plywood top} ring shank nails rows
W-91 Min.15/32-: Polyglass G2 Base,Elastobase, 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-inch o.c.at min.4-inch lap and 8-inch o.c.at SBS-AA,SBS-TA,APP-
67.5
inch plywood Elastobase P ring shank nails four(4),equally spaced,staggered center rows None TA
W 92 Min.15/32- Polyglass APP Base 32 ga.,1-5/8-inch diameter tin caps with it ga.annular 8-Inch o.c,at min.4-Inch lap and 8-inch o.c.at None APP-TA -67.5
Inch plywood ring shank nails four(4),equally spaced,staggered center rows
10-Inch o.c.at min.4-inch lap and 10-inch o.c. SBS-AA,SBS-TA,APP-
W-93 Min.15/32- Polyglass G2 Base,Elastobase, Simplex MAXX Cap at three(3),equally spaced,staggered center None TA -75.0
inch plywood Elastobase P
rows
104nch o.c.at min.4-inch lap and 10-inch o.c.
W 94 Inch plywood.
Polyglass APP Base Simplex MAXX Cap at three(3),equally spaced,staggered center None APP-TA -75.0
Inch plywood.. rows
MEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization#32455 6T"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 18 of 65
ONEMOjetc.
CONSTRUCTIONTABLE IG: WOOD DECKS—NEW •..
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER
System Deck(Note;l). " 'BateRoo 5) MDP
Sheet "- "' f Cover(Note 1
No T e Fasten x- Attach Base Ply. Cap fly 1psf)
W-95 Min.15/32- Polyglass G2 Base,Elastobase, Simplex MAXX Cap 9-Inch o.c.at min.4-inch lap and 9-inch o.c.at None SBS-AA,SBS-TA,APP- 90.0
inch plywood Elastobase P four(4),equally spaced,staggered center rows TA
Min.15/32- 9-inch o.c.at min.4-inch lap and 9-inch o.c,at None APP-TA -90.0
W 96 Inch plywood Polyglass APP Base Simplex MAXX Cap four(4),equally spaced,staggered center rows
Min.15/32- 6-inch o.c.at min.2-inch lap and 6-inch o.c.at SBS-AA,SBS-TA,APP-
W 97 inch plywood Elastobase,Elastobase P Simplex MAXX Cap two(2),equally spaced,staggered center rows None TA 90.0
W 98 Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 4-inch o.c.at min.4-Inch lap and 4-inch o.c.at None SBS-SA,APP-SA -97.5
Inch plywood top) ring shank nails. four(4),equally spaced,staggered center rows
Min.15/32- 6-inch o.c.at min.2-Inch lap and 6-inch o.c.at SBS-AA,SBS-TA,APP-
W-99 inch plywood Elastobase,Elastobase P Simplex MAXX Cap three(3),equally spaced,staggered center None TA 105.0
rows
Min.19/32- 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 6-inch o.c.at min.4-inch lap and 6-inch o.c.at None SBS-AA,SBS-TA,APP- _112.5
W-100 inch plywood Elastobase,Elastobase P ring shank nails four(4),equally spaced,staggered center rows TA
Min32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 6-inch o.c,at min.4-inch la and 6-inch o.c.at
W-101 Inch plywood
Elastobase,Elastobase P(poly-film ring shank nails. Note:Tin caps are to be primed with P None SBS-SA,APP-SA -112.5
Inch plywood top) P6100 orASTM D41 primer. four(4),equally spaced,staggered center rows
.ASPH"
PLIE[IORTORCHAPPLIED BASE PLY:::'.
- ..
Min.15/32- 9-inch o.c.at min.2-inch lap and 18-inch o.c.at BP-AA,SBS-AA,SBS- SBS-SA,APP-5A,SBS- -45.0"
W-102 inch plywood Elastobase,Elastobase P Simplex MAXX Cap two(2),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
Min.15/32- 32 ga.,1-5/8-inch diameter tin caps with 12 ga.annular 6-inch o.c.at min.3-inch lap and 6-inch o.c.at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS-
W-103 Inch APA Elastobase,Elastobase P ring shank nails four(4),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA -45.0
rated OSB
Min.15/32- 32 ga.,1-5/8-inch diameter tin caps with 12 ga.annular 6-inch o.c.at min.3-inch lap and 6-inch o.c.at
W-104 inch APA Polyglass APP Base ring shank nails four(4),equally spaced,staggered center rows APP-TA APP-TA -45.0
rated OSB
Min.15/32- 9-inch o.c.at min.2-Inch lap and 12-Inch o.c,at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS- -52.5
W-105 inch plywood Elastobase,Elastobase P Simplex MAXX Cap two(2),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
W-106 Min.15/32- Elastobase,Elastobase P Original Simplex Cap Nails(1-inch metal head diameter, 6-inch o.c.at min.3-inch lap and 6-inch o.c,at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS- -52.5
inch plywood 11 gauge x min.1.25-inch long annular grooved shank) four(4),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
W-107 Min.15/32- Polyglass APP Base Original Simplex Cap Nails(1-inch metal head diameter, 6-inch o.c.at min.3-inch lap and 6-inch o.c,at APP-TA APP-TA -52.5
inch plywood 21 gauge x min.1.25-inch long annular grooved shank) four(4),equally spaced,staggered center rows
Elastobase,Elastobase P,Polyglass
G2 Base,CertainTeed Glasbase, 8-inch o.c.at min.4-inch lap and 8-inch o.c.at
Min.i9/32- 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SB5-
W-108 Firestone MB Base,JM Perma-Ply ring shank nails three(3),equally spaced,staggered center TA,APP-TA AA,SBS-TA,APP-TA -60.0
Inch plywood 28,Tamko Glass Base or GAFGLAS rows
#75
W-309 Min.15/32- Polyglass G2 Base,Elastobase, 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-inch o.c.at min.4-inch lap and 8-inch o.c.at BP-AA,SBS-AA,SBS- - -SBS-SA,APP-SA,SB5- -67.5
Inch plywood Elastobase P ring shank nails four(4),equally spaced,staggered center rows TA,APP TA AA,SBS-TA,APP-TA
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-1123
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION Revision 21:10/08/2018
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems,(9S4)233-1330 Appendix 1,Page 19 of 65
NNEMIDjetc,
TABLEIG: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: • BONDED ROOF COVER
System
Base Sheet, Roof Cover(Note 15)• MDP
No. Deck(Note 1) Type Fasten Attach Base Ply Cap Ply (Psf)
W-110 Min.15/32- Polyglass APP Base 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-inch o.c.at min.4-inch lap and 8-inch o.c.at APP-TA APP-TA -67.5
Inch plywood ring shank nails four(4),equally spaced,staggered center rows
Min.15/32- Polyglass G2 Base,Elastobase, 10-inch o.c.at min.4-inch lap and 10-inch o.c. BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS-
W-111 inch plywood Elastobase P Simplex MAXX Cap at three(3),equally spaced,staggered center TA,APP-TA AA,SBS-TA,APP-TA -75.0
rows _
Min.15/32- 10-inch o.c.at min.4-inch lap and 10-Inch o.c.
W-112 Inch plywood Polyglass APP Base Simplex MAXX Cap at three(3),equally spaced,staggered center APP-TA APP-TA -75.0
rows
W-113 Min.15/32- Polyglass G2 Base,Elastobase, Simplex MAXX Cap 9-inch o.c.at min.4-inch lap and 9-Inch o.c.at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS- -90.0
inch plywood Elastobase P four(4),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
W-114 Min.15/32- Polyglass APP Base Simplex MAXX Cap 9-inch o.c.at min.flinch lap and 9-inch o.c.at APP-TA APP-TA -90.0
inch plywood four(4),equally spaced,staggered center rows
W-115 Min.15/32- Elastobase,Elastobase P Simplex MAXX Cap 6-inch o.c.at min.2-inch lap and 6-inch o.c,at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS- -90.0
inch plywood two(2),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA
Min.15/32- 6-inch o.c.at min.2-Inch lap and 6-inch o.c.at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS-
W-116 inch plywood Elastobase,Elastobase P Simplex MAXX Cap three(3),equally spaced,staggered center TA,APP-TA AA,SBS-TA,APP-TA 105.0
rows
Min.19/32- 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 6-inch o.c.at min.4-inch lap and 6-inch o.c.at BP-AA,SBS-AA,SBS- SBS-SA,APP-SA,SBS-
Elastobase,inch plywood Elastobase,Elastobase P ring shank nails four(3),equally spaced,staggered center rows TA,APP-TA AA,SBS-TA,APP-TA 112.5
SELF-ADHERING.BASEPLY7.
Min.15/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 12 ga.annular 6-inch o.c.at min.3-Inch lap and 6-inch o.c.at SBS-SA,APP-SA,SBS-
W-118 Inch APA top) ring shank nails four(4),equally spaced,staggered center rows SBS-SA TA,APP-TA -45.0
rated OSB
W-119 Min.15/32- Elastobase,Elastobase P(poly-film Original Simplex Cap Nails(1-inch metal head diameter, 6-inch o.c.at min.3-inch lap and 6-inch o.c.at SBS-SA SBS-SA,APP-SA,SBS- -52.5
inch plywood top) 11 gouge x min.1.25-Inch long annular grooved shank) four(4),equally spaced,staggered center rows TA,APP-TA
W-120 Min.15/32- Polyglass APP Base,Elastobase, Original Simplex Cap Nails(1-inch metal head diameter, 6-Inch o.c.at min.3-inch lap and 6-inch o.c.at Polyflex SA Base APP-TA -52.5
inch plywood Elastobase P(poly-film top) 11 gauge x min.1.25-inch long annular grooved shank) four(4),equally spaced,staggered center rows
Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-Inch o.c.at min.4-inch lap and 8-inch o.c.at SBS-SA,APP-SA,SBS-
W-121 inch plywood top) ring shank nails three(3),equally spaced,staggered center SBS-SA TA APP-TA -60.0
rows
Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 8-inch o,c,at min.flinch lap and 8-Inch o.c.at
W-122 inch plywood top) ring shank nails three(3),equally spaced,staggered center Polyflex SA Base APP-TA -60.0
rows
W-123 Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 4-inch o.c.at min.4-inch lap and 4-inch o.c.at SBS-SA SBS-SA,APP-SA,SBS- 97 5
inch plywood top) ring shank nails. four(4),equally spaced,staggered center rows TA,APP-TA
Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular 4-inch o.c,at min.4-inch lap and 4-inch o.c.at
W-124 -inch plywood top) ring shank nails. four(4),equally spaced,staggered center rows Polyflex SA Base APP-TA 97.5
MEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization#32455 6T"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 20 of 65
.ism
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ONEMOletc.
TABLEIG: WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER
System, Base Sheet ;, 'Roof Cover(Note 15) MDP
Deck(Note 1)
No. Type Fasten "Attach Base Ply Cap Ply (psf)
32 ga.,1-5/8-inch diameter tin caps with 11 ga.annular Elastoflex SA V Plus,
W-125 Min.19/32- Elastobase,Elastobase P(poly-film ring shank nails. Nate:Tin caps are to be primed with 6-inch o.c.at min.4-inch lap and 6-inch o.c.at Elastoflex SA V Plus SBS-SA,APP-SA,SBS- _312.5
Inch plywood top) PGI00 orASTM D41 primer. four(4),equally spaced,staggered center rows FR TA,APP TA
Min.19/32- Elastobase,Elastobase P(poly-film 32 ga.,1-5/8-Inch diameter tin caps with 11 ga.annular 6-inch o.c.at min.flinch lap and 6-inch o.c.at
W-126 inch plywood top) ring shank nails. Note:Tin caps are to be primed with four(4),equally spaced,staggered center rows Polyflex SA Base APP-TA -112.5
PG100 or ASTM D41 primer.
TABLE 1H: WOOD-DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)OR RECOVER
SYSTEM TYPE E: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS PLATES),BONDED ROOF COVER
System " Base Sheet Roof-Cover(Note 15) , MDP
Deck(Note )
No;, Type• Fasten Attach Base Ply" Cap (Psf)
No BAS'EPLY7
Elastobase,Elastobase P,
Polyglass G2 Base, OMG Flat Bottom Plates(square)with Roofgrip#14,
None
Min.19/32-Inch CertainTeed Glasbase, 12-inch o.c,at min.4-inch lap and 12-inch o.c.at SBS-AA,SBS-TA,APP-
W-127 Dekfast Hex(aka,Dekfast PLT-H-2-7/8)with Dekfast#14 or -52.5
plywood Firestone MB Base,1M Trufast 3"Metal Insulation Plate with Trufast HD two(2),equally spaced,staggered center rows TA
Perma-Ply 28,Tamko Glass
Base or GAFGLAS#75
W 128 Min.19/32-Inch Elastobase,Elastobase P OMG Flat Bottom Plates(square)with Roofgrip#12 12-inch o.c.at min.4-inch lap and 12-inch o.c.at None SBS-AA,SBS-TA,APP- _60.0
plywood two(2),equally spaced,staggered center rows TA
Min.19/32-inch Trufast Versa Fasteners(min.%"penetration)&Plates; 12-inch o.c.at min.4-inch lap and 12-inch o.c.at SBS-AA,SBS-TA,APP_
APA rated OSB Elastobase,Elastobase P 2 screws per plate installed 180'into the holes of the two(2),equally spaced,staggered center rows None TA -67.5
VV_129 or plywood plate,parallel to the width-direction of the sheet*
Note: *For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 199lbf. Additional Versa-Fast Fasteners within each Versa-Fast Plate maybe utilized to
produce minimum withdrawal resistance
Min.19/32-inch Elastobase,Elastobase P Trufast Versa Fasteners(min.%"penetration)&Plates; 12-inch o.c.at min.4-Inch lap and 12-Inch o.c.at
APA rated OSB (poly-film top) 2 screws per plate installed 180°Into the holes of the two(2),equally spaced,staggered center rows None SBS-SA,APP-SA -67.5
W-130 or plywood plate,parallel to the width-direction of the sheet*
Note: *For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 199 Ibf. Additional Versa-Fast Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance
Min.19/32-inch Trufast Versa Fasteners(min.''/a"penetration)&Plates; 12-inch o.c,at min.4-inch lap and 12-Inch o.c,at
APA rated OSB Polyglass APP Base 2 screws per plate installed 180°into the holes of the two(2),equally spaced,staggered center rows None APP-TA -67.5
W-131 or plywood plate,parallel to the width-direction of the sheet*
Note: *For re-roof or recover construction,field withdrawal resistance testing(Note 11)shall yield minimum 199 lbf. Additional Versa-Fast Fasteners within each Versa-Fast Plate may be utilized to
produce minimum withdrawal resistance
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-1123
Certificate of Authorization#32455 6T"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 21 of 65
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TABLE 7A: RECOVER APPLICATIONS
SYSTEM TYPE A-1: BONDED INSULATION,BONDED ROOF COVER
System Substrate Base Insulation Layer Top Insulation Layer RoofCover`(Note
No:, . (Notes 1&12) Type Attach Type, Attach Base Ply Ply _ Cap Ply (Psf)
(Optional)Min.1-inch Polytherm,
R-42 Existing asphaltic roof ACFoam II,Polytherm G,ACFoam III, OB500 Min.0.25-inch SECUROCK Gypsum-Fiber Roof OB500 SBS-CA1, None SBS-CA1,SBS- -127.5
ENRGY 3,Polytherm H,H-Shield or Multi- Board SBS-CA2 CA2,APP-CA1
Max FA3
(Optional)Min.1-Inch Polytherm,
ACFoam II,Polytherm G,ACFoam ill, Min.0.25-inch Dens Deck Prime or SECUROCK CR 20 SBS-CA1, (Optional)SBS-CA1, SBS-CA3,SBS-
R 43 Existing asphaltic roof ENRGY 3,Polytherm H,H-Shield or Multi- CR-20 Gypsum-Fiber Roof Board SBS-CA2 SBS-CA2 CA2,APP-CAl 120.0
Max FA3
(Optional)Min.1-inch Polytherm,
ACFoam II,Polytherm G,ACFoam III, Min.0.25-inch Dens Deck Prime or DEXcell FA SBS-CA3,SBS-
R 44 Existing asphaltic roof ENRGY 3,Polytherm H,H-Shield or Multi- CR-20 Glass Mat Roof Board CR-20 SBS CAI None CA2 APP CA1 127.5
Max FA3
(Optional)Min.1-inch Polytherm,
ACFoam 11,Polytherm G,ACFoam III, Min.0.25-inch SECUROCK Gypsum-Fiber Roof SBS-CA1, SBS-CA1,SBS
R-45 Existing asphaltic roof ENRGY 3,Polytherm H,H-Shield or Multi- CR-20 Board CR-20 SBS-CA2 None CA2,APP-CA3 -127.5
Max FA3
(Optional)Min.1-Inch ENRGY 3, Min.0.25-inch Dens Deck Prime or SECUROCK CR-20 SBS-CA3, None SBS-CA1,SBS-
-232.5
R 46 Existing asphaltic roof Polytherm H,H-Shield,Multi-Max FA3 CR-20 Gypsum-Fiber Roof Board SBS CA2 CA2
TABLE • APPLICATIONS
SYSTEM TYPE F:NON-INSULATED,BONDED BASE SHEET,BONDED ROOF COVER
Substrate Roof Cover(Note 15)
,System No.. Primer MDP(psf)
(Notes 1&12) Base Ply Ply Cap Ply'.
Existing asphaltic (Optional if using asphalt applied Base)BP-AA,SBS-
_ R-47 roof PG300 BP-AA(Optional if using asphalt applied Ply) AAA SBS-TA or APP-TA SBS-AA,SBS-TA,APP-TA 45.0
NEMO ETC,LLC Evaluation Report P9290.02.08-R21 for FL1654-R23
Certificate of Authorization#32455 CH 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 65 of 65
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