HomeMy WebLinkAboutProduct Approval • _ N Enna I etc.
Certificate of Authorization#132455
353 Christian Street, Unit#13
Oxford, CT 06478
� � � ` (203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT Irm +'
Polyglass USA, Inc.. _ Evaluation Report P12060.02.09-1124
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: FILE
C.
Y
This Evaluation Report is issued under Rule 61G20-3 and the applicable OP rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by.Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Polyglass 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). NEMOJetc. 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 "NEMO l etc. 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 14. REVIEWED FOR
Prepared by: \,+s�«wr��,,,,f— CODE C® PLIANC
LUCIE CO
/`_,.=• ppm_,
Robert J.M. Nieminen P.E. �'= s' - �;
' The facsimile seal appearing was authorized by Robert Nieminen,
Florida Registration No.59166,Florida DCA ANE1983 ''��Fs; '�' P.E.on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO[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. NEMO l etc.is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have norwill acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
ONEMOletc.
ROdFING COMPONENT EVALUATION:
1. SCOPE:
• Product Category: Roofing
Sub-Category: U nd erlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the 61 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 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:
Entity Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 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 12/10/2007
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 P30540.11.09-111 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 ofAuthorizotion#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
j NEMA 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-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R1 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 6049) 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-R1 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-SC11900.03.17 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 P/L Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC,(C;UA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
4.1 Mechanically lFast�n�d tifrrderlayme�i#sR
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 ffio
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.
MEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6TH EDITION(2017)FEIC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 3 of 14
/ .
' NNEMO I etc.
� ^ , 4.Z.4 P�V��h TU 9 is a nominal 130-mi| thick rubberized asphalt waterproofing membrane, glass-fiber/polyester' reinforced,with agranular surface;meets FRSA/TRl April 2012.
60-mil thick rubberized asphalt waterproofing membrane with a 19O�\nz polyester
4.Z.5 Polystick Max is nominal
,
^ "
fabric surface;meets ASTM D1970 and FRSA/TR|Apri|2012.
4.2.6 PulyfleuSAp' Polyf|exSAP 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/TR|April JO12.
4.2.7 Polystick Dual ProTm is a nominal 60'nni| thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface; meets ASTM D1970.
4.2.8 Po|ystimk Tile Pro= is a nominal 60'mi| thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
�
reinforced,with a polyester fabric surface; meets ASTM D1970 and FRSA/TRl April 2012.
i 4�Z.9 Po|ys�ck MU-% is a nominal 54'mi| thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
| reinforced, with a polypropylene film surface; meetsAC1D8 and physical requirements of ASTM D1970 (See Section
| 5.8).
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile 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 tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System"from FRSA/TRl April 2012(04-12)beneath mechanically fastened or adhered tile roof systems.
4.32 BastwflexS6 Gand E3astofeuSIS G FRare polyester reinforced,SBS mud0edbbumencap sheets;meet ASTM D6164.
Elasto#eu86 Gand EkastofeuSIS GFIR are for use asanalternate uo "Mineral Surface Roll Roofing" (A5TMI D6380'
Class N1)inthe"Single Ply System"from FRSAvTR|April ZU12(U4-1Z)beneath mechanically fastened tile roof systems.
Bamoflex86 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRS4vTR|
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ElaytofeuGIS G FIR isfor use asao
alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TR{ April 2012 (04-12) beneath
mechanically fastened tile roof systems.
43.3 Po|yf|ex G and Po}V0eu G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
PolyHeoG is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System"from FRSA/[R|April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Po|yflex0 PIR is for use as an alternate to Heat
Applied "Cap Sheet" in the "Two P|ySyytem" from FRSA/TR| April 2012 (04'12) beneath mechanically fastened tile
roof systems.
S. Uxx|TxTomS;
5.1 This is building code evaluation. Neither NEMOI etc. nor Robert Nieminen, P.E. are, /n any way, the Designer of
Record for any project onwhich this Evaluation Report, orprevious versions thereof, is/wasused for permitting or
design guidance unless retained specifically for that purpose.
5.2. This Evaluation Report|snot for use|nthe HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings ofthis product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FGCappruva! documents, if not listed, s request may be made tothe Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
".
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ONEMOjetc.
• 5.5 Allowable Roof Covers:
- TAa��.:,Rai�sG??uF.�QPnaN
• - 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 Yes Yes
Yes Yes Yes
' (Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
POlyglass G2 Base No (Base Sheet net-ply system) (Base Sheet net-ply system) NO NO NO
Polygiass APP Base No Yes Yes No No No
(Base Sheet in 2-ply system) (Base Sheet in 2-ply system)
V, 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
I Polystick MU-X Yes No No Yes Yes Yes
Elastoflex S6 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.
AB[�11# ALI G1MAsi£71kE Ai�kt�41Ylti l�N:4FRC%#YMt i11T 10rtM 119`31.
Adhesive Florida Product
Approval Underlayments
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive FL14506 Polystick TU Plus,Polystick TU Max
Dow TileBond'" FL22525 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 Polyset°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)
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset°RTA-1 FL6276 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)
Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
MEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FLS259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
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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:
> 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 Ye||mm Pine; ASTM D41 primed
|
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed tumeet wind loads for pnoject).
Note: Polyglass does not require priming of new or existing plywood or 05B sheathing. New orexisting plywood o/
OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
UastnOexGTU,Bastnflex56GorBestoflexS6GFRinhot asphalt to:
)�, ASTM D4lprimed structural concrete.
Po|yDexGorPo|yOexGFRtorch-applied to:
> ASTM D4zprimed structural concrete.
5.6.2
Polystiuk(all variations), PolyOexSAP or SAP FR, Mule-Hide SA-APP Cap Sheet orSA-APP Cap Sheet(FR) self-adhered
to:
> ASTM C1289 Type 11, []as l po|yiaocyanomte or Type V polyiyocyanurate-composite insulation; Dens Deck
DumGuard;Denu.DeckPrime;or3ECURO[KGypsum-Fiber Roof Board.
E|astuOexGTU,E|astoflexSGGorE|astoflexS6GFRinhot asphalt to:
> Dens Deck Prime nrSE[UROCKGypsum-Fiber Roof Board.
! Po|yOexGorPo|yOexGFRtorch-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 yhoU be attached per minimum
requirements of the prepared roof covering manufacturer's Product Approval. For installations underfoam'un tile
systems, insulation attachment shall be designed byaqualified 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 Lave :
Po|yydck (all variations), Po|yflex3AP or SAP FR, Mule-Hide SA-APP Cap Sheet urSA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self-adhered to:
> ASTM D2Z6,Type Ior||felt; E|agmbase; E\agobasePorK8u|e'Hi6eNail Base.
E\osto8exGTU,E|astoOexS6Gor[|astuflex86GFRinhot asphalt to:
> ASTM D226,Type I or 11 felt;Elastobase; Elastobase P,Mule-Hide Nail Base or Polyglass G2 Base.
Po\yOexGorPolyOexBFRtorch-applied to:
3;o Elastobase;Elastobase P,Mule-Hide Nail Base,Polygiass 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 underfoam'on tile systems, base layer shall be attached per minimum
requirements ofFRS4/TR|April 3012 (O4'12),Appendix A,Table 1, oras listed in Section 5.G.4herein, or astested in
accordance with FBCSection l5U4.lI.
wowoETC,uc Evaluation Report p120000z.0y-Rz
Certificate of^"m°riz*m"v32^55 EDITION(2017)FBCmomxv*ZEVALUATION FLS25e-R28
PolyglassRoof und,rlavments;(954)233-1230 Revision z*01/24/m n
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MEMO I etc.
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 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 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 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: PG 100 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 Sheet(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 12-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,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(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 12-inch o.c.
#4 Maximum Design Pressure=-135 psf:
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 Design Pressure=-315 psf:
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 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 Maximum Design Pressure=-30.0 osf*:
Deck: Min.15/32-inch OSB 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.
NEMO 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 7 of 14
NEMO 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: it 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 psf*:
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 S6 G,applied in full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 psf*:
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 psf*:
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: it 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: 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 Design Pressure=-45 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 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#13 Maximum Design Pressure=-52.5 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 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#14 Maximum Design Pressure=-52.5 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: 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.
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
NEMO I etc.
#15 Maximum Design Pressure=-52.5 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 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.
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 S6 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 S6 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 underlayment)
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 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 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 S6 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 S6 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)
casteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates
)acing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
ierlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
Evaluation Report P12060.02.09-R24
32455 6T".E4ITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 9 of 14
. . '
ONEMO U���_
—_
|
#Z] Maximum Design
�
Deck: Min.1s/3u-inchplywood mmeet 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 Roofgnp#14 with
OmG Hat Bottom Plates (Aourmc)' T,ufastxuwith Trufast ]_mxh Insulation plates mSimplex xxAxX cap
Fasteners
� Spacing: 9-inchu.c.atthe o-ind`wide side laps and 9-/nchn.catfour p4equally spaced staggered center rows.
| undedoyment:E|omoOex s ro o, s|ostoOex s6 s' applied in full mopping of hot asphalt oru,nh'opp\ied o, Pokmex G'torch-
applied.
#24 Maximum Design Pressure=-97.5 P
Deck: Min.z9/3a'inchplywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: s|astoba^eorMule-Hide Nail Base(po|y-fi|mtop surface)
Fasteners: 11aa.x1.aS'inchx$u'inohhead 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: (D[t}ona|)po|vmid'MTS o,po|yst|ckMTS PLUS,ue|fadhered.
|
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)',e|f-odhercd.
/ #25 :
Deck: Min.1B3z-ind`plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded too surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex 8»xxXCap 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
/
#26 :
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: ElastobaseorMule-Hide Nail Base(pply-fi|mtop surface)
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-S/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: p61OOorASTM o4zprimer atall tin-caps
Base Ply: Pp!wnirkMTS o,Po|ystickMTS 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(Fn)'se|f-vdhcmd.
#27 :
Deck: Min.1S/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: oxxGwoZStandard Roofg,ipo,orwG#z4Heavy Duty with Om63"Round Metal Plates o,OMGFlat Bottom Metal
Plates
Spacing: 6'inchn.catthe4'mchw/degde|apsundo'inchuz.at five(s)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.
#28 Maximum Design Pressure=-120 psf:
Deck: Min.1s/32'mchplywood tomeet project requirements to satisfaction n[Authority Having Jurisdiction.
Base Sheet: s|amnbase(sanded top surface)
Fasteners: T,vfast#12DPnrliufast#z**owith T,vfa,t3"Metal Insulation Plates
Spacing: 6-incho.c.atthe 4'inchwide side laps and o'inchvz.at five<5>equally spaced staggered center rows.
undedayment:8astof|exGTuorBamofex5as'applied infull mopping ufhot asphalt.
5.6.4.1 All other direct-deck, adhered Pu)yQ|ass undedayment systems beneath foam-on tile systems carry a Maximum
Design Pressure nf-45pst
mEMuETC,LLC. Evaluation Report P12060.02u*n24
a*ific" ofAuthorization v32455 o7'EDITION(2oo)eCmom*vx cmuumIOm FL52e9-R28-
pokmla, Roof undenavmomq(9s4)ou*zzao Revision m:u4u4/zo10
Page zomzv
"NEM0 I 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 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:
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 tile (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.
T"ASI.E2 '1"ItESU4gr::lilmij ilandSFat}�IRE rt c`�CTt!£IN3r TI IVS .
Underlayment Tile Profile Staging Method Maximum Slope
Elastoflex G TU Flat 10-tile stack 7:12
Lugged 8-tile stack(6 over 2) 6:12
I Elastoflex S6 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 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-tile stack(4 over 2) 4:12
Flat or Lugged 6-tile stack(4 over 2) 7:12
i Polystick TU Plus
I 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
Certificote of Authorization 1132455 6r"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 11 of 14
MEMO etc.
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;£lastobase P or Miul(e Hide Nail tae:
6.3.1 Nan-Tile ADDlications:
Shall be installed in compliance with the codified requirements for ASTM D226,Type II 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/TRI April 2012(04-12)Installation Manual.
6.4 Polystick.MTS,MTS:P.i tlS, WXe,TU P Thi PI s,tl1 Malt,flual1-rp,"tit Parc ar NVi ar Pglyfl x SA$ PiOl t SAP FR,
Mule Hide SA-APPu"irde SADA, C-00-0ieat:tilt),,...
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. r
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 PG500 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
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 12 of 14
WNEMOjetc.
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 Polystick 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,1R-Xe or Polystick MUX):
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 tile 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(04-12),Table 1.
For adhesive-set tile 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 i.U;Elastgflex SG oriasto�ex'S6 (ts
6.5.1 Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be Installed In compliance with current Polyglass published
installation requirements. For use in tile 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 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 tile 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 tile 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 Palyflex G'or.Polyflex_G ER..
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 the 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).
MEMO 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
NNEMOjetc.
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 sail-
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 Soecifieati&n . Product s
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 II Polyglass G2 Base
ASTM D226(physicals) Elastobase,Elastobase P
ASTM D6509 Polyglass APP Base
FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS
FRSA/TRI 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 I 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,U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization 1132455 6'EDITION(2017)FBC NON-HVH2 EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 14 of 14
Locke Bowden,P.E. January 23,2017
9450 Alysbury Place
Montgomery,AL 36117
Atlantic Metal It of Vero Beach
4310 45h Street
Vero Beach,FL 32966
772-492-8493
Products:FL 17796.1-FL 17796.6 for Atlantic Metal 11 of Vero Beach
Validation of Product Compliance
Manufacturer: Atlantic Metal If of Vero Beach
Product: All roofing products listed under FL 8646,FL 17796.1 thru 17796.6
These roofing products have testing.per code protocol to be compliant with Florida Building Code
2017 6�'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
1.0 Nail Strip min.24GA
1.0 Snap Lock min.24GA
5 V Crimp 26GA or 24GA
are compliant under the F13C 2()14 F13C 51'ed. and F8C 2017 e ed.with Florida Product Approval and
are compliant with Rule 461G20-3.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 Qua0fi~,,nce Certificate are attached herewith this Product Compliance.
A
age 11
\GEN as el
Locke Scioj-Wia,P.E.
FLReg#4Yjj4L STATE OF
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CeTuricate of�Participaveon
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Is Hereby Granted to:
Atlantic Metal 11 of Vero Beach, Inc.
4020 43rd Ave.
Vero Beach, FL 32960 i
To attest the manufacturer is a licensed participant in the
i '
Keystone Quality Assurance Program
i Licensee No: 1032 i
Scope of Licensure: FPA _
1 Expires: 06/11/25
Granted: June 11.2015
t_
Ongoing program licensure may be verified at Jon Hill, President
www.keystonecerts.com
'.l
+ e 4
4310 45u'Street
Vero Beach, Fl.32966
(772)257-5730
Compliant with Florida Building Code 2017
Compliant with Florida Product Approval Rule#61G20-3
Compliant Quality Assurance Program:
FBC;Sections:,1504,3,2,ISD6,.1507,4.3,1517,.,1SI8.9,15Z3.6.5.2.4 Unoerlayment:See Section 1507,Table 1507.1.1
R--177 p, JSpail Stri• 24GA Roof Parej Over Plyuuood • + •• a
24GA steel,ASTM A791 unpainted or painted wJ Valspar Fluropon or ASTM A6S3 690'conforming to FBC 2057 6 ed. Min.50ksi
15 h"Wide Female Rib:I W tail Mate Rib:Y"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"tall 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 81)annual ring shank nails@ 6"o.c.
FOR NON-.HVHZ Construction:min.15/32"APA Plywood over supports at max.Z4"ac.
Fire Barrier:Any approved fire barrier having a current NOA.
*"Design:Pressure: Panel Slot Fastener Spacing: Panel°Fan Fastener Spacing:
-785 PSF it O.C. N/A
�1I6.PSF 6 30 OX. 12"O.C.
24GA steel,ASTM' unpainted or palmed w/Val ar Fiuropon or ASTM A'653 G90 conform(h to FBC 2017 6 ed. Min.50ksi
16"wide Rib:I%" 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.34"thru plywood.
FOR 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.1S/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.
**.Desigw tessure: CIip:Spadng: : Fastenemper Clip:
-860,PSF 24"O.C. 2
-108:5 PSF 12"O.C. 2
.116.0 6"O.C. 2
.032"`or040"=Ali+riiitirrii310a =24`"irtpiaedorfpairt "spa�zFitiroisort=coarr»ing#o3f#1 =6 ei#: lytiri.22.7kst
16"Wide Rib Height:1" Panel Seam:180*Seam,Double Lock w/mechanical reamer
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:19/3r or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where roof
is less than 19/3Z"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"APAPlywood over supports at max.24".o.c.
Fire Barrier:Any approved fire barrier.havin -a current NOA.
*"Design Pressure: Clip Spacing: Fasteners.. er Clip:
-63.5 PSF 24"O.C. 2
:101.0 PSF. 6"O.C. 2
41
14GA Steel,conforming I o FBC"10 1-7 6s'ell -%41d Streik E':Min!*S61&1
16"Wide Female Rib:1"tall Male Rib: '/,"tali 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 I"GP Pancake Type A In Pan of Panel:(2)##10-11 x I"Eclipse Head Type A
Substrate:Min.15/32"APA Plywood over su ports at max.24"o.c. Min..slope shall comply w/FBC 2017 6"ed.
*"Design Pressure: Panel Slot fastener Spacing: Panel Pan Fastener Spacing:
-59.75 PSF 16"U.C. N/A
T -101.0 PSF 6 W O.C. N/A
-153.5 PSF 6 YO O.C. 12"O.C.
+ 1
,f it R � fif i i
24i;A steel,ASTM A792 anpaiisted or parntM vii/itaispar Fluropon or ASTM A653+eft-tonfo►-iitg#D FK 21337 6"'ed. Min.50kss' -
17"wide Rib Height 1" Panel Seam:Snap Lock Roof Panel Clips:2000SNS,Fixed,33GA,3%"Long
Corrosion Resistant Clip Fastener.(2)#12-12 Pancake tread Type A to penetrate twin.X0 throes plywood
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'
15/32")attachment of the decking shall be no less than 8D annual ring shank nails @ 6'o.c.
FOR NON-HVHZ Construction:min.15J32"APA Plyvuood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier having-a current NOX linin.scope shall comply w/FBC 2€317 Wh ed.
"*C?esign Pressure: Clip SpadrC.. Fasteners Clip:
-6731 PSF ze U.G. 2
-131.1 FSf 6'Clete 2
24GA or Min.26GA Steel,ASTM A7.91 coated wJ Fluropon or ASTM A653 G90 conforrrting la:FBC 7017 6u'ed.- Min.50 ksi
1
240 wide Rib Height.3/8"major rib Fire Barrier:;4"Georgia Pacific"Dens Deck"or approved equal.
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.1513r APA Plywood over shorts at max.Z4"Clic.lam.gape shall comply w/FBC 2017 6'h ed.
"Design Pressure: Fastener Pattern: Fastener "o :
10&5 PSF Parcel Rib 12"O.C.
156:5 PSF Passel Rib 6"04
Reference Data: **DESIGN PRESSURE 1NCLUDMAWETYMAi SM0F2-1
Farce Engineering&Testing CM-5328) 72-0190T-07 TAS 115-03(UL 580461/UL 1897-122) i
f Farabaugh Engineering&Testing(TST-3.564) T349-07 TAS 100-95 �
PP
l Asphalt Technologies TAS 110.00(ASTM G 2'55/ASl M S 1171 i
Force Engineering&Testing(TST-5328) 72-OIWT-07 TAS 125-03(UL 58"6-IJUL 1897-122) �
Farabaugh Engineering&Testing(M-1654) T107-07 TAS 100-95
Force Engineering&Testing(TST=5328) 72-019IT-07 TAS 125-03(UL 5802-06z/UL 1897-122)
-~ Farabaugh Engineering&Testing M-10154) T232-07 TAS 100-95 S
Force Engineering&Testing(TST-5329) 72-03147-06 UL 5W94'JUL 1897-122
( Farabaugh Engineering&Testing(TST-1654) T158-07 TAS 1OD-95
l Force Engineering&Testing(TsrT-5328) 72-021OT-07 TAS 12.5.03(UL 58"61/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 58"61/UL 1897-122)
Farabaugh Engineering&Testing(TST 1654) T130-07 TAS 100-95 '
! T2-15-138 TAS 100.95
1-Lei 58£1-94 test standard is equivalent to UL 580-06 test standards. i
2. UL 1897-98 test standard Is equivalent to UL 1897-12 test standards. i
Limitations:
'. Underlayment to be compliance with current Florida Building Code{FBC}201?6TM ed..see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 61h ed.,and per with Manufacturer's installation reference_
3. Products are compliant with State of Florida product approval per Rule 61620-3. compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authority's wr/Jurisdiction is allowed by other registered engineers.
S. Fire 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.
Certiftate 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,operate pltM�by any company,manufacturer or distributing products under report.
rA
41
Locke Bowden, P,E
FL Reg. no.49704 � o.
STATE OF 4
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TABLE<; "'bEIX APPLICATION TYPE ;': bESCRIPTION
;:
PAGE:;
1A Wood New or Reroof(Tear-Of) A-1 Bonded Insulation,Bonded Roof Cover 5-
IB Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1C Wood New,Reroof(Tear-Off)or Recover A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10-11
1D Wood New,RerdOf(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1F Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14
1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18
1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22
3H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 23-28
11 Wood New or Reroof(Tear-Off) F Non4asulated,Bonded Roof Cover
Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39
2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 40-41
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded insulation,Bonded Roof Cover 42-50
3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 50
4A lightweight concrete New or Reroof(Tear-Off) A-1 Banded Insulation,Bonded Roof Cover 51-53
4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 54
4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58
5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59
5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech,Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60
5C Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61
5D Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 51
5E Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheer,Banded Roof Cover 61
6A Existing gypsum Reroof(Tear-Off) A-3 Bonded Insulation,Bonded Roof Cover 62-64
6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64
5C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 64
6D Existing gypsum Reroof(TearOff)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 65-69
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69
The following notes apply to the systems outlined herein:
I. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-1nch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
REItVIID&1 UC Evaluation Report 1?9290.02.08-1123 forMLIMMMM
Certificate of Authorization(#32455 � tBII111DtII1111( IR�lA16IpNHAlG1H9 EgtlLQllIU7«1111IIIN Revision 23:08/12/2019
02018 NEMO ETC,ILC Polyglass Modified Bitumen Roof Systems;(954)233-3.330 Appendix 1,Page 1 of 69
3. Unless otherwise noted,insulation maybe-anyone layeror combination of poyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-basedroofboard or mineral-woolroofboard that meets the QA requirements
of F.A.C.Rule 5IG20-3 and is documented as meeting FBC 3305.1 and,for foam plastic,FBC Chapter 25,when installed With the roof cover.
4. Minimum 200 psi,minimum 2-inch thick lightweight Insulating concrete may be substituted for rigid insulation board for System Type D f(merhanically attached base sheet,bonded roof cover),whereby the base sheet
fasteners are installed through the LWIC to engage the structural steel Or concrete deck.The structural deck shall be of equal'or greater configuration to the steel and concrete deck listings. Roof decks and structural
members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval
documentation.
5. Preliminary insulation attachment for System TypeD:Unless otherwise noted,refer to Section 2-2.10.1.3 of FM Loss Prevention Data Sheet 1-29(January 2016).
6. Unless otherwise noted,insulation adhesive application,rates areas follows. Ribbon or bead width Is at the time of application;the TibbonsIbeads shall expand as noted in the manufacturer's published instructions.
•Hot asphalt(HA): Full coverage at 25-31)lbs/square-
•Dow INSTA STIK Wilt Set Insulation Adhesive(D-15): Continuous 0.75 to 1-Inch wide ribbons,12-incb o.c.
• Millennium One Step Foarnable Adhesivei(M-OSFA): Continuous 0.25 to 0.5-Incb Wide ribbons,12-inch o.c-
• Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0-5-inch wide ribbons,12-inch o.c-
•OMG OlyBond 500(OB50D): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c.(PaceCart Or SpOtSh0t). Note. OlyBond Green may be used where OlyBond 500 is referenced.
•OlyBond Classic(OB Classic): Full coverage at I gal/square.
• ICP Adhesive&Sealants Polyset CR-20: Continuous 2-5-3.5-inch wide ribbons,l2-inch o.c.
• Note. When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered.
• Note. The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the speced ribbons spacing.
7. Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum
Design Pressure(MDP)limitations. In no case sba11 these values be used to'increase'the MDP listings in the tables,rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the
thinner board listed below maybe used as drop-lin for the equivalent thicker material listed in the table:
• Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min-0.5-inch thick)
•Millennium PG-1 Pump Grade Adhesive(M-PG1): MDP -157.5 psf (Min.0.5-inch thick)
•OMG OlyBond 500(OBSDD): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
•OMG OlyBond 500(08500); MDP -1875 psf (Min.0.5-Inch thick ISO 95+GQ
•OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
•OMG OlyBond 500(013500): MDP -487.5 psf (Min.0.5-inch thick ACFoam 11)
•ICP Adhesives&Sealants Polyset CR-20: MDP -1175 psf (Min.1.0inchthick)
8- Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone I design pressure determined in accordance with FBC
Chapter 16,and Zones 2 and 3 shall employ an attachment density designed by a qualified deign professional to resist the elevated pressure criteria. Commonly used methods areANSIISPRI WDI,FM Loss Prevention
Data Sheet 1-29,Roofing Application Standard HAS 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 213 enhancements.
10. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 15,and no rational analysis is permitted.
11. For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum
requirements for the system.Testing and analysis shall be in accordance with ANSIISPRI FX-1 or Testing Application Standard TAS 105.
12. For existing substrates in a bonded recover orre-roofinstallation,the existing roof surface or existing roof deck shall be examined for compatibility and bon d performance with the selected adhesive,and the existing
roof system(for recover)shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through-field uplift testing in accordance with
ANSI/SPRI IA-1,ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124.
13. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
NEW EK,HC Evaluation Report P9290.02.08-R23 forIRMS571MM
Certificate of Authorization#32455 Revision 23:08/12/2019
9)2018 NEMO ETC,ULC Palyglass Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 2 of 69
14. Lightweight Insulating Concrete(LWC)shall be cast in-accordance with FBC Section 1917 to the satisfaction of the.Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific aleck construction and limitations. Unless otherwise noted,for systems where specificlWC is not referenced,the minimum design mac shall be 300 psi. in all cases,the minimum top-coat
thickness is 2-inches. FDr IWC overstnactural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWC references,Wings were established through testing over lightweight concrete cast
using only foaming agent jASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO(FBC CER1592). Unless otherwise noted,
use of these listings in new construction or re-roof(tear-off.)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted,referto the following references for bonded base,ply or cap sheet applications.
REFERENCE'
119ATERIAL - -
... A
BP-AA Base Ply One or mote plies Polyglass G2 Base,FBC Approved ASTM D4601,Type it Hot Asphalt at 20-40
(Base and Ply sheets, Ply One or more plies Polyglass Ply 1V,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or IA lbs/square
Asphalt-Applied) Note: Asphalt-applied sheets orinsulation shall not be applied to poly-film surfaced membranes.
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6 ElastofiexS6 HP,Elastoshleld'HT PG350 at 1.5-2.0
SBS-CAI Elastoflex.V G,Elastoflex V G FR,Elastoflex 56,Elastoflex 56.HP,Elastoflex 56 G,Elastoflex 56 G FR,Elastoshield IS G,Elastoshield TS
Cap Ply gal/square
G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand backed)
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex 56,flastoflexS6 HP Polyplus 35 at 1.5-2.0
SBS-CA2 Ca Ply Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield TS G,Elastoshield TS gal/square
Cap y G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex 56,Elastoflex
SBS-AA S6 HP,Elastoshield HT Hot Asphalt at 2D-4D
(SBS,Asphalt-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex S6 6,Elastoflex S6 G FR,Elastoshield TS G, lbs/square
Elastoshield 35 G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Note: Asphalt-applied sheets orinwlatian shall not be applied to poly-film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
(SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastollex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex 56 G FR,Elastoshield 75 G, Torch-Applied
Elastoshield TS G Fft o SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or m i Elastoflex SAV lastoflex SA V FR,Elastoflex SAV Plus,Elastoflex SAV Plus FR
=Self-Adhering)
Cap Ply Elastoflex SA P astoflex SA P FR,Polyreflect Self Adhering
Note: Un ess other-else noted,permissible membrane substratesfor5BS-SA are limited to the SBS-SA Base Ply options herein,
Elastabase(polylsand)"Elastobase(poly/poly).
PG350 at 1.S-2.10
APP-CA1 Cap Ply Polyflex G FR gal/square
APP TA Base Ply or Ply One or moreplies Polyglass Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
APP-SA Cap Ply PolyflexSA P,Polyflex SA P FR,Polyfresko G SA P,Polyfresko G SA P FR,Polykool
Note: Unless otherwise noted,permissible membrane substrates forAPP SA are limited to the SBS-SA Base Ply options herein, Self-Adhering
(APP,Self-Adhering) Elastobase(polylsand)orElastabase(poly/poly).
��Illy Evaluation Report P9290.0208-R23forlRLt ItM
Certificate of Authorization#32455 EPI,END=PIl llmillm"WROVifi71WiW4 MEW Revision 23:08/12,/2019
02018 MEMO ETC,LLC Polyglass Modified Bitumen Roof Systems,{954)233-1330 .Appendix 1,Page 3 of 69
ONEmoletc.
Root Cover(Note
Deck(Nate I P
-P"*. �* 7 Cop Ply
IV
en
im t
inka
APA rated,7116 0511joints are covered with 4-inch Wide strips of Elastoflex SAV,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
W-182 CAT,0.418 in, None create continuous bond, Elastoflex SAV Plus FR TA,APP-TA TA,APP-TA
Exposure I OSB
Min.15/32-inch SBS SA V" (Optiona BS-SA,SBS- SBS-SA PP-SA,SBS- -90.0
W-183 None None TA,AP - PP-TA
plywood -T
W-194 Mim:15/32-Imb (Optional)PGIDD None Polyflex SA Base (Optional)APP-TA SBS
-TA -9D.0
plywood
W-1115 Min.15/32-inch PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97-5
Plywood TA,APP-TA -rAAPP--TA
Min.15/32-inch Plywood joints are covered with 44ncb wide Strips ofELastoflexSAV Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,-APP-SASBS-
W-186 (Optional)PGIDD -97S
plywood place to create continuous bond. Elastaflex SA V FR TA,APP-TA TA,APP-TA
W-187 Min.15/32-inch POL'YBRITE 745 or None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -105.0
plywood W83000 TA,APP-TA 7A,APP-TA
Win.15/32-incb Plywood joints are covered With 4-Inch Wide strips of Elastoflex SA V Plus,rolled into Elastoflex SAV Plus or (Optional)SBS-SA,SBS- SBS-SA,APP SA,SBS- -135.0
W-188 Plywood (Optional)PGIDD place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,,APP-TA
W-189 Min.W32-Inch (Optional)PG113D Plywood joints are covered With 44mb wide strips of Elastoflex SA V Plus,rolled into PC}yflex 5A Base {Optional)APP-TA APP TA -135.0
plywood place to create continuous bond.
Evaluation Report P9290.02-08-1123 forffiMG5%4M
Certificate of Aiithorization 3132455 23:08112/2019
@2018 NEW ETC,LLC Polyglass Modified Witurnen Roof SVsterns,(954)233-1330 Appendix 1,Page 29 of 69