HomeMy WebLinkAboutProduct Approval RECEIVED JAN 2 3 2020
NEMO etc.
JAN S 3 2020 ST. Lucie County, Permitting[rtifrcoteofAuthorization#32455
istian Street, Unit#13
5T,Lucie County,Permitting Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA,Inc. Evaluation Report P12060.02.09-R24
1111 West Newport Center Drive FL5259-R28
Deerfield Beach, FL 33442 Date:of Issuance:02/24/2009
(954)233-1230 Revision 24:01/24/2018
'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 and Florida Building Code, Residential Volume. The products
described.herein have been evaluated for compliance with the 6t' Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polygiass 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. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMOIetc. 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 tF EDW1 i0iio�la® F04...
This Evaluation Report consists of pages 1 through 14. CODE C MPL I?� l
Prepared by:
BOGC
Robert`J.M.Nieminen,P.E. II '�
The facsimile seal appearing was authorized by Robert Niemine(/
Florida Registration No.59166,Florida DCA ANE1983 '•'•= �''`
9 ,�',,�Sa P.E.on 01/24/2018. This t se els an ele ronically
milt,' signed document. �e� �
CERTIFICATION OF INDEPENDENCE:
1. NEMOI etc. 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. MEMO I etc..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 NEMOIetc. nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
ONEMO etc.
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., 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 Prope Standard Year
1504.3.1 Wind Uplift FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.3/1507.1.1 Physical Properties ASTM D226 2009
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
1507,11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Enti Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) . Physical Properties PR101111 04/08/2002
PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002
PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002
PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002
PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003
PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006
PRI(TST 5878) Physical Properties PUSA-055-02-02 12/30/2007
PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties JX20H7A 04/01/2008
MTI(TST 2508) Physical Properties RX14E8A 01/29/2009
ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000
ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001
ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003
ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003
ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007
ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007
ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008
ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009
ERD(TST 6049) Wind Uplift P30540.11.09-R2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009
ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009
ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009
ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010
ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011
ERD(TST 6049) Physical Properties P33370.04.11, 04/26/2011
ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 2 of 14
lk7NEMO etc.
Entity Examination Reference Date
ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049)_ Wind Uplift P11751.05.03-RS 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R3 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 60.49) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020,09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10-14 10/03/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Physical Properties P44360.10.14-RS 05/18/2015
ERD(TST 6049) Physical Properties PLYG-'SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.1' 03/10/2017
ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVH2 Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit' Products Current 02/18/2009
Polyglass USA PA Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit_ Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underpayments:
4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet.
4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet.
4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet.
4.2 Self-Adhering Underlayments:
4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
fiber reinforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an
aggregate surface;meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6"EDITION(2017)F13C NON-HV142 EVALUATION FL52S9-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 3 of 14
2 OL44)
NEMO etc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface;meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
4,2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester
reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012.
4.2.7 Polystick Dual ProT is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.8 Polystick Tile ProT" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened and/or Bonded Un.derlayments:
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen the underlayment composed of a sand-surfaced SBS
modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened the roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered the roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened the roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the'Two Ply-System"from FRSA/TRI April 2012
(04-12)beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the 'Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOIetc. 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 the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass 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.
MEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
OMEMO etc.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
&Shingles
Elastobase Yes Yes Yes Yes Yes Yes
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
Elastobase P Yes (Base Sheet Yes
2 neYes Yes Yes
ply system) (Base sheet 2-ply system)
Polyglass G2 Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-pty system)
Polyglass APP Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
_ Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P No Yes Yes (See 5.5.1) No No No
Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes
Polystick TU Max No Yes Yes (See 5.5.1) Yes No No
Polystick Dual Pro Yes No No Yes Yes Yes
Polystick Tile Pro Yes Yes Yes(See 5.5.1) Yes Yes Yes
Polystick MU-X Yes No No Yes Yes Yes
Elastoflex 56 G Yes Yes Yes (See 5.5.1) No Yes Yes
Elastoflex S6 G FR Yes Yes No No Yes Yes
Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes
Polyflex G FR Yes Yes No No Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes
Mule-Hide SA-APP Cap Sheet
or SA-APP Cap Sheet(FR) Yes Yes Yes (See 5.5.1) No Yes Yes
5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations.
TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBI xnolilsl
Adhesive Florida Product Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive FL14506 Polystick TU Plus,Polystick TU Max
Dow TileBond'" FL225251 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyseta AH-160' FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
1 I Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives PolysW RTA-1 FL6276 Elastoflex G TU,Elastoflex 56 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approvolfor Overturning Moment Resistance Performance.
NEMO ETC,LLC. Evaluation Report P32060.02.09-R24
Certificate of Authorization x32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
OMEMO etc.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations), Dual Pro,Tile Pro,.Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
r New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM.D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or 058 sheathing. New or existing plywood or
058 sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU,.Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
y ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch-applied to:
Y ASTM D41 primed structural concrete.
5.6.2 Bond-to-Insulation:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)self-adhered
to:
r ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard;Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board.
Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
i Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
Polyflex G or-Polyflex G FR torch-applied to:
ASTM D41 primed structural concrete;Dens Deck Prime or 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,insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base.
Elastoflex G TU,Elastoflex 56 G or-Elastoflex S6 G FR in hot asphalt to:
ASTM D226,Type I or II felt;Elastobase;Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch-applied to:
', Elastobase;Elastobase P,Mule-Hide Nail Base,'Polyglass G2 Base or-Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam-on the systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein,or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificati of AuthorJ:otion tt32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259•R28
Polyglass Roof Underlayments;(9541233-1230 Revision 24:01/24/2018
Page 6 of 14
ONEmo etc.
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications'. FRSA/TR1 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 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 I 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 loads.
#1 Maximum Design Pressure=-90 psf.-
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply: (Optional)Polystick MTS or Polystick
ck MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR-,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Shedt'(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1%"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 22-inch o.c.
#3 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Poiystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide 5A-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
IX"ring shank nails through 32 ga.,1-S/8"diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure=-135 p
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#5 Maximum Desikn Pressure=-315 p
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment;Polystick TU P,Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#6 Maximum Design Pressure=-622.5 p
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG106 or ASTM D41
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 Maximum Design Pressure=-30.0 Psf*:
Deck: Min.1S/32-inch OSS to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS,PLUS,self-adhered,
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEW ETC,LLC. Evaluation Report P12060-02.09-R24
Certificate of Authorization 732455 61"EDITION(2017)FBC NON-HVHZ EVALUATION FI.5259.1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 7 of 14
ONEMO etc.
#8 Maximum Design Pressure=-37.5.Psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#9 Maximum Design Pressure=-37.5 osf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 osf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt.
#11 Maximum Design Pressure=-45 osf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch-long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/84ch diameter tin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for'use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot
asphalt.
#12 Maximum Desitin Pressure=-45 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#13 Maximum Design Pressure=-52.5 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#14 Maximum Design Pressure=-52.5 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction:
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
MEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization 932455 61"EDITION(2027)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
ONEMOletc.
#15 Maximum Design Pressure=-52.5 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-in7ch o.c.at the 3-inch wide side laps and 6-inch ox.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction..
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners:_ 11 ga.x 1.25-inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide'side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#17 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing- 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#19 Maximum Design Pressure=-75 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:' Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the-4-inch wide side laps and 10-inch a.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#20 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: . Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MARX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G.applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing:, 6-inch o.c.at the 4=inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
OMEMO etc.
#23 Maximum Design Pressure=-90 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HO with OMG 3"Galvalume Steel Plates,OMG Roofgrip*#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or 51mplex MAXX Cap
Fasteners
Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-
applied.
#24 Maximum Design Pressure=-97.5 nsf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c,at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#25 Maximum Design Pressure=-105 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface fortorch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#26 Maximum Design Pressure -112.5 osf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#27 Maximum Design Pressure=-120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates -
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#28 _Maximum Design Pressure=-120 asf:
Deck: Min.15/32-inch plywood to-meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on the systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6"EDITION 12017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 10 of 14
OMEMO(etc.
5.6.4.2 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 WDS, 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:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive-set the (Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(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 DIRER D£CK.Tak INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Elastoflex G-TU Flat 10 the stack 7:12
Lugged 8-tile stack(6 over 2) 6:12
Elastoflex 56 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polystick MTS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12
.
Lugged 6-tile stack(4 over 2) 4:12
Polystick Tile Pro j Flat or Lugged 6-tile stack(4 over 2) 7:12
Flat 6-tile stack(4 over 2)or 10-tile stack 7:12
Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Polystick TU P Flat 6-tile stack(4 over 2) 6:12
Lugged 6 the stack(4 over 2) 4:12
Flat or Lugged 6-tile stack(4 over 2) 7:12
Polystick TU Plus Flat or Lugged 10-tile stack 6:12
Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12
Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 11 of 14
ONEMOletc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass 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 Elastobase,-Elastobase P or Mule-Hide Nail Base:
6.3.1 Non-Tile Applications:
Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase,Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick,Polyflex SAP, Polyflex SA
P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or
Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. Roof cover limitations are those are
those associated with the top-layer underlayment,as set forth in Table 1.
6.3.2 Tile Applications:
Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with
FRSA/fRI April 2012(04-12)Installation Manual.
6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,;TU Plus,TU Max;Dual.Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP'FR,
Mule-Hide SA-APPCap Sheet or Mule-Htde-SA-APP Cap:Sheet;(FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P)underlayment
in FBC Table 1507.1.1 for the type of prepared roof covering to be installed.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP
Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule-
Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch
diameter-metal disk or Simplex-type metal cap nail,at a minimum rate of 12"o.c. Polystick TU Plus should be back-
nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of
membrane. The head lap membrane is to cover the area being back-nailed.
All seal-lap seams (selvage laps) must be
firmly rolled with a minimum 28 Ib. hand
roller to ensure full contact and adhesion.
For Dual: Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
view of Ovelap Seam of Dual Pro and Tile Pro
All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PGS00 Modified Cement applied in between the application of the lap.
Polystick TU Plus,Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys,
or exposed roof to wall details
MEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 12 of 14
ONEM01-etc.
Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
installed in a water shedding manner.
All Folystick membranes'shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-Ib weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications(not allowed for Polystick Dual Pro.IR-Xe or Polystick MU-X):
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 mechanically fastened the roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base
Sheet fastening shall be not less than FRSA/TRI April 2012(0412),Table 1.
For adhesive-set the applications,-refer to Section 5.6.4 herein.
6.4.4 Two(2)Ply Underlayment Systems:
Polystick MTS or MTS PLUS followed by Polystick MTS,MTS PLUS,TU P,TU Plus,TU Max,Tile Pro,MU-X or Polyflex
SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with
the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P,TU-Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use
under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,
but is allowable if a 2-ply underlayment system is desired.
6.5 Elastoflex G TU,Elastoflex S6,G or Elastoflex:S6 G.FR:
6.5.1 Elastoflex G TU,Elastoflex.56 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in the applications:
✓ Elastoflex G TU is for use as an alternate to"Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the"Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened the roof systems or the Hot Asphalt
applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or
adhered the roof systems. -
✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply
System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath'mechanically fastened or
adhered the roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt
applied"Cap Sheet"in the`Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile
roof systems.
6.5.2 For hot-asphalt-applications,Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum-6-inch wide, off-set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately.3/8-inch beyond the lap edge.
6.6 Polyflex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied"Cap Sheet"in the'Two Ply System"from FRSA/TRI April
2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the'Two Ply System" from FRSA/TRI
April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3).
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments,(954)233-1230 Revision 24:01/24/2018
Page 13 of 14
WNEMOjetc.
6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be
minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet-from course to course. Side and end
laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap
edge.
6.7 Tile Staging:
6.7.1' Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2 herein,and Polyglass published requirements for tile staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as,the use of battens or nail-
- boards,to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before loading of
roofing tiles is forty-eight(48)hours.
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:
Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant Suecffication P[odUct(51
Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Polystick IR-Xe
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 Polystick TU Plus
ASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTM D4601,Type 11 Polyglass G2 Base
ASTM D226(physicals) Elastobase,Elastobase P
ASTM D6509 Polyglass APP Base
FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS
FRSAjTRI April 2012 Polystick TU P
Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR
ASTM D1970 Polystick Dual Pro
ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro
ASTM D6164 Elastoflex S6,Elastoflex S6 G FR
ASTM D6222 Polyflex G,Polyflex G FR
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBG NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 14 of 14
RECEIVED
JAN 2 3 2020
Locke Bowden,P.E. January 23,2017
9450 Alysbury Place ST. Lucie County, Permitting
Montgomery,AL 36117
• Atlantic Metal 11 of Vero Beach
4310 45''Street
Vero Beach, FL 32966
772.492-8493
Products:,FL 17796:1-FL 17796.6 for Atlantic Metal II of Vero Beach
Validation of Product Compliance
REVIEWEr
CODE C®4r-,
Manufacturer: Atlantic Metal 11 of Vero Beach
ST. LUCIE
Product: All roofing products listed under FL 8646,FL 17796.1 thru 17796.6 BOCC
These roofing products have testing per code protocol to be compliant with Florida Building Code
2017 61'ed.,for application as referenced under a Product Approval,FL 17796.1-17796.6.
Product List:
1.5 Nail Strip min.24 GA
1.5 Snap Lock min.24GA "
1.0 Mechanical Lock 0.032 or 0.040 Aluminum '® J�;
1"0 Nail Strip min.24GA
1.0 Snap Lock min.24GA
;�PP5 V Crimp 26GA or 24GA
are compliant under the FEC 2014 FBC 5`h ed.and FBC 2017 61 ed.with Florida Product Approval and
are compliant with Rule#61G20-3.All product testing is compliant with Code Testing Requirements.
Products may be permitted and installed which follow the specifications and within the parameters of
the Attached Evaluation Reports listed under FL 17796.1 thru FL 17796.6. Product Evaluation reports
and Keystone Qualil il,611ga nce Certificate are attached herewith this Product Compliance.
o� soitil %'�%
Locke Bch j4t,P.E.
FL Reg#4 & STATE OF
�'JIJIIIjjItkWh
I
Cer-ri"ificate of Participation
Is Hereby Granted to:
Atlantic Metal II of Vero Beach, Inc.
4020 43rd Ave.
Vero Beach, FL 32960
To attest the manufacturer is a licensed participant in the
Keystone Quality Assurance Program
Licensee No: 1032
Scope ofLicensure: FPA
Expires: 06/11/25
Granted: June 11,2015
�E,YSTONL�y'
G 6RTIIICATION6.INC.
Ongoing program licensure may be verified at Jon Hill, President
wwwkeystonecerts.com
'Product Manufacturer: Atlantic Metal If
of s Beach, Inc.
4310 4Su'Street
Vera Beach, FL 32966
(77.2)257-5730
Compliant with Florida Building Code 2017(61 ed.)
Compliant with Florida Product Approval Rule#61620-3
Compliant Quality Assurance Program:
FBC Sections:1504.3.2,1506,1507.4.3,3517,1518.9,1523,6.5.2.4 Underlayment:See Section 1507,Table 1507.1.1
24GA steel,ASTM A792 unpainted or painted w/Valspar Fluropon or ASTM A653 690 conforming to FBC 2017 6":'ed. Min.50ksi
1S W Wide Female Rib:1 W tall Male Rib:X"tall rib w/slotted strip Panel Seam:Snap Lock
Panel Fastener: Corrosion Resistant Compliant;ALL to penetrate min.%"through plywood
Through Panel Slot:(1)#12-11 x 1"tail Pancake Type A In Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A
FOR HVHZ Construction,19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where roof
is less than 19/32"thick(min.15/32")the attachment of the decking shall be no less than 8D annual ring shank nails@ 6"o.c.
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier having a current NOA.
**Design Pressure: Panel Slot Fastener Spacing: I Panel Pan Fastener Spacing:
-7$.5 PSF ill,O.C. f N/A
-116 PSF 6 h"O.C. 12"O.C.
. . . -.. t ... . . ..
24GA steel,ASTM A792 unpainted or painted w/Valspar Fluropon or ASTM A653 G90 conforming to FBC 2017 61'ed. Min.50ksi
16"Wide Rib:I W Panel Seam:Snap Lock Roof Panel Clip:1500SNS,Fixed,18GA,3%"Long
Corrosion Resistant Clip Fastener:(2)#12-11 Pancake Type A to penetrate min.%"thru plywood.
FQR HVHZ Construction:19/32"or greater APA Plywood or wood plank.in reroofing applications add 15/32"plywood add 15/32"
plywood where roof is less than 19/32"thick(min.15132")the attachment of the decking shall be no less than 8D annual ring
shank nails @ 6"o.c.
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier having a current NOA.
--**Deign Pressure: Clip Spacing: Fasteners per Clip:
-86.0 PSF 24"O.C. 2
-108.5 PSF 12"O.C. 2
-116.0 6".O.C. 2
.032"or.040"Aluminum,3105 H-24 unpainte&br painted with Valspar Flufopon conforming to FBC 2017 6 ed. 'Min.22.7 ksi
16"Wide Rib Height:1" Panel Seam:180'Seam,Double Lock w/mechanical seamer
Roof Panel Clip:UC-3 Stainless Steel Butterfly Clip Assembly,Two-Piece Slider
Corrosion Resistant Clip Fastener:(2)#12-11 x 1"Pancake Type A to penetrate min.%"thru plywood
FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where roof
is less than 19/32"thick(min,15/32")the attachment of the decking shall be no less than 81)annual ring shank nails @ 6"o.c.
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier having a current NOA.
**Design Pressure: Clip Spacing: Fasteners per Clip:
-63.5 PSF 24"Q.C. 2
-101.0 PSF. 6"O.C. 2
24GA Steel,conforming to FBC 2017 6"ed. Yield Strengfh:Mln:Sb k
16"Wide Female Rib:1"tall Male Rib: '1."tall rib w/slotted strip Panel Seam:Snap Lock
Panel Fastener:Corrosion Resistant Compliant;ALL to penetrate%"min.through plywood
Through Panel Slot:(1)#10-13 x 1"GP Pancake Type A In Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A
Substrate:Min.IS/32"APA Plywood over supports at max.24"o.c. Min.slope shall comply w/FBC 2017 61 ed.
**Design Pressure: I Panel Slot Fastener Spacing: Panel Pan Fastener Spacing:
-59.75 PSF 16"O.C. NIA
-101.0 PSF 6 l"O.C. N/A
-153.5 PSF 6 1"O.C. 12"O.C.
1 Silap Lock 24GA Standing Seam Roof Panel Over Plywood • Application
246A steel,ASTM A792 unpainted or painted w/Valspar Fluropon or ASTM A653 G90 conforming to FBC 2017 61h ed. Min.50ksi
17"1Mde Rib Height:V Panel Seam:Snap Lock Roof Panel Clips-1000SNS,Fixed,18GA,3 34"Long
Corrosion Resistant Clip Fastener:(2)#12-11 Pancake Head Type A to penetrate mirt.X"through plywood
FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank,in reroofing applications add 15/32"plywood where roof
is less than 19/32"thick(min.15/32-)attachment of the decking shall be no less than 8D annual ring shank nails @ 6"o.c.
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier having a current NOA. Min.slope shall comply w/FBC 2017 6u'ed.
"*Design Pressure: Clip Spacing-
-67.3
pacing-67.3 PSF 24"O.C. 2
-131.0 PSF 6"O.C. 2
24GA or Min.26GA Steel,ASTM A792 coated w/Fluropon or ASTM A653 690 conforming to FBC 201161'ed. Min.50 ksi
24"Wide Rib Height:3/8"major rib Fire Barrier:%"Georgia Pacific"Dens Deck"or approved equal.
FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.in reroofing applications add 15132"plywood where roof
is less than 19/32"thick(min.151321 the attachment of the decking shall be no less than 81)annual ring shank nails @ 6"o.c.
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.Min.slope shalt comply w/FBC 2017 611 ed.
"'Design Pressure: I Fastener Pattern: Fasteners acing:
-108.5 PSFPanel Rib 12"O.C.
-156.5 PSF PanelRib 6"O.C.
Reference Data: "*DESIGN PRESSURE INCLUDESA SAFEN MARGIN OF2:3
Force Engineering&Testing(TST=5328) 72-019OT-07 TAS 125-03(UL 580-061/UL 1897-122)
Farabaugh Engineering&Testing(TST-1564) T349-07 TAS 100-95
PRI Asphalt Technologies TAS 110-00(ASTM G 155/ASTM 6117)
Force Engineering&Testing(TST-5328) 72-0180T 07 TAS 125-03(UL 580-061/UL 1897-122)
Farabaugh Engineering&Testing(TST-1654) T107-07 TAS100.95
Force Engineering&Testing(TST 5328) 72-0191T 07 TAS 125-03(UL 580-061/1.11.1897-122)
1 Farabaugh Engineering&Testing(TST-1654) T232-07 TAS 100=95
Force Engineering&Testing(TST--5328) 71-0314T-06 UL 580-941/UL 1897-122
Farabaugh Engineering&Testing(TST 1654) T158-07 TAS 100-95
Force Engineering&Testing(TST-5328) 72-021017-07 TAS 125-03(UL 5M061/UL 1897-122)
Farabaugh Engineering&Testing(TST 1654) T233-07 TAS 100-95
Force Engineering&Testing(TST-5328) 115-0172T 07 A-C TAS 125-03(UL 580-061/UL 1897-122)
Farabaugh Engineering&Testing(TST 1654) T130-07 TAS 100-95
T215-OS TAS 100-95
1. UL 580-94 teststandord is equivalent to UL 580-06 teststandards.
2.UL 1897-98 test standard Is equivalent to UL 1897-12 test standards.
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6TH ed..see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 20176w ed.,and per with Manufacturer's installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authority's w/Jurisdiction is allowed by other registered engineers.
S. Fre classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 6u'ed.,Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading.
7. This report does not imply warranty,installation,recommended product use outside of this report.
Certificate of independence:
Locke Bowden,P.E.does not have,not will acquire a financial Interest in any company manufacturing or distributing products
under this evaluation.
Locke Bowden,P.E.is not owned,operatept�h4�tiN by any company,manufacturer or distributing products under report.
BO(,�
st
Locke Bowden, P.E ? •
o. 4
FL Reg. no.49704 •
•� STATE OF �<u
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ATLANTIC METAL II OF VERO BEACH, INC.
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