HomeMy WebLinkAboutEVALUATION REPORT UNDERLAYMENTSOO
NEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT
r)N RFPnF
Polyglass USA, Inc. Evaluation Report P12060.02.09-R30
1111 West Newport Center Drive FL5259-R34 (NON-HVHZ)
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954) 233-1330 Revision 30: 10/15/2021
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 71h Edition (2020) Florida Building Code sections noted herein.
DESCRIPTION: Polyglass Roof Underlayments, for use in FBC non-HVHZ jurisdictions
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and
FBC 1507.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality
Assurance or production facility locatiol changes, or Code provisions that relate to the product(s) change. Acceptance of our
Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the
Quality Assurance or the production facility location(s). MEMO ETC, LLC requires a complete review of its Evaluation Report relative
to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMO 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 17.
Prepared by:
Robert I.M. Nieminen, P.E.
Florida Registration No. 59156, Florida DCA ANE1983
:�„',;,";'„ u` The facsimile seal appearing was authorized by Robe iJieminen, P.E. on
10/15/2021. This does not serve as an electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing
products it evaluates.
2. NEMO ETC, LLC is not awned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the
evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product.
5. This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on
which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that
purpose.
V2019 NEMO ETC, LLC
ONEMO I etc.
ROOFING COMPONENT EVALUATION:
SCOPE:1.
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 7t' Edition (2020) Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.3.1 Wind resistance FM 4474 2011
1504.3.1 Wind resistance UL 1897 2015
1507.1.1 / R905.1.1 Material standard ASTM D226 2009
1507.1.1, 1507.2.4, 1507.2.9.2 / Material standard ASTM D1970 2015
R905.1.1, R905.2.8.2
1507.3.3 / R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018
1507.11.2 / R905,11.2 Material standard ASTM D6163 2015
1507.11.2 / R905.11.2 Material standard ASTM D6164 2011
1507.11.2 / R905.11.2 Material standard ASTM D6222 2011
1507.11.2 / R905.11.2 Material standard ASTM D6509 2015
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Entity Examination Reference Date Entity Examination Reference Date
FRD (TST 6049) Wind Uplift 11757.04.01-1-R1 4/25/2001 ERD (TST 6049) FRSA/TRI (tile slippage) PLYG-SC13040.12.16 12/27/2016
ERD (TST 6049) Wind Uplift 11757.08.01-1 9/13/2001 ERD (TST6D49) FRSA/TRI (tile slippage) PLYG-SC12115.08.17 8/8/2017
ERD (TST 6049) Wind UpM 11776.06.02 1/16/2003 ERD (TST 6D49) FRSA/TRI PLYG-SC13035.08.17 10/31/2017
ERD (TST 6049) Wind Uplift P1740.01.07 1/4/2007 FM (TST 1867) Wind Uplift FM 30G4091 1/12/2000
ERD (TST 6049) Wind Uplift P1738.02.07-R2 2/5/2007 NEMO (TST 6049) ASTM D1970 4-PLYG-18-004.03.18 3/29/2019
ERD (TST 5049) Wind Up]Tft P92G0.03.08 3/21/2008 NEMO (TST 604q) ASTM D1623, TAS 103 4S-ICP-18-001.07.1R-R1 7/23/2019
ERD (TST 6049) WindUpiift P30540.11,09-111 11/23/2009 NEMO (TST 6049) Wind Uplift 4L-PLYG-18-003.01.19 1/11/2D19
ERD (TST 6049) ASTM D1623, TAS 103 P11030.11.09-1 11/3D/2009 NFMO (TST 6049) ASTM D6163 4S-PLYG-18-002.01.19-A 1/24/2019
ERD (TST 6049) TAS 117(3),TAS 114(C) P11030.11.09-2 11/30/7009 NEMO (T5T 6049) ASTM D6222 45-PLYG-18-002.05.19-C 5/20/2019
ERD (TST 6049) ASTM D4977 P11030.11.09-3 11/30/2009 NEMO (T5T 6049) FRSA/TRI 4S-PLYG-18-004.10.19-G 10/8/2019
ERD (TST 5049) ASTM D1970 P33360.06.10 6/25/2010 NEMO (TST 6049) FRSA/TRI 4S-PLYG-18-004.10.19-1 10/8/2019
ERD (TST 5049) FRSA/TRI P33370.03.11 3/2/2011 NEMO (TST 6049) FRSA/TRi 45-PLYG-18-004.10.19-L 10/9/2019
ERD (TST 5049) ASTM D1623, TAS 103 P33370.04.11 4/26/2011 NEMO (TST 6049) FRSA/TRI 4S-PLYG-18-004.12.19-F 12/18/2019
ERD (TST 6049) ASTM D1970, D4798 P37300.10.11 10/19/2011 NEMO (TST 6049) FRSA/TRI 4j-PLYG-I9-SSUDL-02.A 1/2/2020
ERD (TST 6049) FRSA/TRI P40390.08.12-1 8/6/2012 NFMO (TST 6049) A5TM D6222 45-PLYG-18-002.12.19-K-Rl 1/7/2020
ERD (TST 6049) ASTM D1623, TAS 103 P40390.D8.12-2 8/7/2012 NEMO (T5T 6049) ASTM D1970, D4798 45-PLYG-18-004.01.20A 1/14/2020
ERD (TST 6049) ASTM D1623, TAS 103 C41420.09.12-3 9/11/2012 NEMO (TST 6049) ASTM 01970, D4798 45-PLYG-18-004.01.20.K 1/14/20ZU
ERD (TST 6049) ASTM D6509 P37590.03.13-1-R1 2/5/2013 NEMO (TST 6049) FR5A/TRI(tile slippage) 45-PLYG-18-004.01.20.A 1/16/2020
ERD (TST 6049) TAS 114(J) P39680.03.13 3/4/2013 NEMO (T5T 6049) ASTM 06164 45-PLYG-18-004.01.20.13 1/16/2020
ERD (TST 6049) ASTM D6164 P37590.03.13-3A 3/6/2013 MEMO (T5T 6049) FRSA17RI PLYG-SC15855.05.20.A 5/29/2020
ERD (TST 6049) ASTM D6164 P37590.D7,13-1 7/2/2013 MEMO (TST 6049) FR5A/TRI 4j-PLYG-20-SSUDL-01 7/6/2020
ERD (TST 6049) Wind Uplift P41630.08.13 8/6/2013 NFMO (TST 6049) ASTM D6222 4q-PLYG-I9-SSMBB-05.A 7/23/2020
ERD (T5T 6049) ASTM D4601 P45940,09.13 9/4/2013 MEMO (T5T 6D49) ASTM D4798, D1523 4j-PLYG-19-5SUDL-05.A 9/10/2020
ERD (TST 6049) ASTM D4601 P45940.09.13 9/4/2013 NEMO (TST 6D49) ASTM D197D 4j-PLYG-20-55UDL-05.A 9/30/2o20
ERD (T5T 6049) ASTM D1970 (adhesion) P45370.09.13 9/18/2013 NEMO (T5T 6049) FRSA/TRI 4j-PLYG-20-SSUDL-05.0 9/30/2020
ERD (TST 6049) Wind Uplift P11751.0S.03-H1 11/26/2013 NEMO (T5T 6D49) FRSA/TRI 4j-PLYG-20-5SUDL-11.A 10/21/2020
ERD (TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 NEMO (T5T 6D49) ASTM D197D, D4798 45-PLYG-18-004.12.19.D 10/27/2020
ERD (TST 6049) ASTM D1623, TAS 103 P45270.05.14 5/12/2014 NFMO (TST 6049) FR5A/TRI 4j-PLYG-19-S5UDL-01.A 11/18/2020
ERD (T5T 6049) ASTM D1623, TAS 103 6020.09.14-5 9/e/2014 NEMO (TST 6D49) ASTM D1623, TAS 103 4p-ICP-20-S5LAP-01.A 12/15/2020
ERD (TST 6049) ASTM D1623, TAS 103 6020.09.14-6 9/8/2014 MEMO (T5T 6D49) ASTM D4798, D1623 4j-PLYG-20-5SUDL-13.A 03/02/2021
ERD (T5T 60491 ASTM D1623 P46520.10.14 10/3/2014 MEMO (TST 6D491 ASTM D1623, TAS 103 4p-ICP-2D-S5UDL-03.A 03/D4/2021
ERD (TST 60491 FRSA/TRI P44360.10.14-111 10/7/2014 NEMO (TST GD49) ASTM D1623, TA5 103 4j-PLYG-20-55UDL-07.A 04/D7/2021
NEMO ETC, I.I.C. Evaluation Report P12060.02.09-1130
Certificate ofAutharization #32455 7- EDITION 12020) FeC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 2 of 17
ONEMOjetc.
Enti Examination Reference Date Ent!Examination Reference Date
ERD (TST 6049) ASTM D1970, D4798 P43290.10.14 10/17/2014 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008
ERD (TST 6049) FRSA/TRI PLYG-SC7550.03.15 3/24/2015 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011
ERD (TST 6049) ASTM D1623 P40390.04.15 4/3/2015 Polyglass USA Materials Affidavit Polystick Compound 01/13/2021
ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 5/17/2016 PRI(TST5878) UL1897 70aT0059-1 01/13/2021
ERD (TST 6049) ASTM D1970, D4798 PLYG-SC10130.06.16-1 6/27/2016 PRI (TST5878) UL1897 708T0058-6 02/17/2021
ERD (TST 6049) ASTM ❑1623,TAS 103 PLYG-SC10130.06.16-2 6/27/2016 PRI(TST5878) UL1897 70ST0058-7 02/25/2021
ERD (TST 6049) FRSA/TRI PLYG-SC10130.06.16-3 6/27/2016 UL (QUA962S) Quality Control Service Confirmation (FL) 09/13/201.8
FRD (TST 6049) UL1897 PLYG-SC12025.10.16 10/12/2016 UL (QUA9625) Quality Control Service Confirmation (TX) 11/D7/2019
UL (QUA9625) Quality Control Florida BCIS Current
M
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
4.10
''!DDESCRIPTION:
Product
Material Standard
Plant(s)
Description
Elastobase V (formerly
ASTM D6163
FL
Fiberglass -reinforced, SBS modified bitumen base sheet
"Elastobase")
Elastobase P
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen base sheet
Elastoflex S6 G
ASTM D6164
FL, PA
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TR109-18
Elastoflex S6 G FR
ASTM D6164
FL
Polyester -reinforced, SBS modified bitumen cap sheet
FRSA/TRI 09-18
HydraGuard Dual Pro
ASTM D1970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
HydraGuard Tile Pro
ASTM D1970
FL
Nominal 60-mil thick dual -layer rubberized asphalt
FRSA/TRI 09-18
waterproofing membrane, fiberglass reinforced, with a
polyester fabric surface
Mule -Hide SA-APP Cap Sheet
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI 09-18
Mule -Hide SA-APP Cap Sheet
ASTM 06222
FL
Polyester -reinforced, APP modified bitumen cap sheet
(FR)
FRSA/TRl 09-18
Polyflex G
ASTM D6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI 09-18
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TRI Florida Nigh Wind
Concrete and Clay Roof Tile Installation Manual, Sixth
Edition beneath mechanically fastened or adhered tile
roof systems
Polyflex G FR
ASTM ❑6222
FL
Polyester -reinforced, APP modified bitumen cap sheet for
FRSA/TRI 09-18
use as an alternate to Heat Applied "Cap Sheet" in the
"Two Ply System" from FRSA/TRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Sixth
Edition beneath mechanically fastened tile roof systems
Polyflex SA P
ASTM D6222
FL, TX
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI09-18
Polyflex SA P FR
ASTM D6222
FL, TX
Polyester -reinforced, APP modified bitumen cap sheet
FRSA/TRI 09-18
Polybase V (formerly "Polyglass
ASTM D6509
FL
Fiberglass -reinforced, APP modified bitumen base sheet
Base")
Polyglass G2 Base Sheet
ASTM D4601
AL
I Fiberglass -reinforced, asphaltic base sheet
NEMO ETC, LLC. Evaluation Report P12060.02.09-1130
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 3 of 17
M
4.15
4.16
4.17
4.18
4.19
4.20
f4NEmp I etc.
PRODUcr DESCRIPTION. -
Product
Material Standard
Plant(s)
Description
Polystick IR-Xe
ASTM D1970
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
membrane, glass fiber reinforced, with an aggregate
surface
Polystick MTS Plus
ASTM D1970
FL, NV,
Nominal 60-mil thick rubberized asphalt waterproofing
FR5A/TRI 09-18
PA, TX
membrane, glass fiber reinforced, surfaced with
polyolefinic film surface
Polystick TU Max
ASTM D1970
FL, PA, TX
Nominal 60-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18
membrane with a 190 g/m' polyester fabric surface
Polystick TU P
FRSA/TRI 09-18
FL, PA, TX
Nominal 130-mil thick rubberized asphalt waterproofing
membrane, glass-fiber/polyester reinforced, with a
granular surface
Polystick TU Plus
ASTM D1970
FL, PA, TX
Nominal 80-mil thick rubberized asphalt waterproofing
FRSA/TRI 09-18
membrane, glass fiber reinforced, with a polyester fabric
surface
Polystick XFR
ASTM D1970
NV, TX
Nominal 80-mil thick rubberized asphalt waterproofing
FRSA/TRI D9-18
membrane, glass fiber reinforced, surfaced with a
textured film surface
5.1 This is a Building Code Evaluation. Neither MEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, the Designer of Record for
any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless
retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -Dade Counties).
5.3 This Evaluation Report 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.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations
regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic
insulation.
5.5 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.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R30
Certificate of Authorization#32455 7- EDITION {2020) FSC NON-HVHZ EVALUATION FL5259-R34(NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 4 of 17
NNEMO I etc.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
FBCSettion:
1507.2
1507.3
1507.4 and 150Z5
1507.7
1507.8 and 15D7.9
Asphalt
Clay and Concrete Tile
Slate or Slate
Underlayment
Metal
Wood
Mechanical Attach
-
Adhesive -Set
Shingles
Type Shingles
Yes
Yes
Yes
Yes
Yes
Yes
Elastobase V
(Alternate to
(as Base Sheet,
(as Base Sheet,
{Alternate to
(Alterrate to
(Alternate to
❑226, Type il)
See 5.8.3)
See 5.8.31
D226, Type Ili
D226, Type tl)
0226, Type ll)
Yes
Yes
Yes
Yes
Yes
Yes
Elastobase P
(Alternate to
(as Base Sheet,
(as Base Sheet,
(Altercate to
(Alternate to
(Alternate to
❑226, Type II)
See 5.8.31
See 5.8.3)
D226, Type ll}
D226, Type II)
D226, Type ll)
Yes
Yes
Polybase V
No
(as Base Sheet,
(as Base Sheet,
No
No
No
See 5.8.3)
See 5.8.3)
Yes
Yes
Polyglass G2 Base
No
(as Base Sheet,
(as Base Sheet,
No
No
No
See 5.8.3)
See 5.8.3)
Elastoflex 56 G
No
Yes
Yes
No
No
No
(See 5.6.11
Elastoflex 56 G FR
No
Yes
No
No
No
No
Yes
HydraGuard Dual Pro
Yes
No
No
Yes
Yes
point strips, 1507.1.1.3
/ R905.1.1.31
Yes
Yes
HydraGuard Tile Pro
Yes
Yes
(See 5.6.1)
Yes
Yes
point strips, 1507.1.1.3
/ R905.1.1.3)
Mule -Hide SA-APP Cap Sheet
No
Yes
Yes
No
No
No
(See 5.6.1)
Mule -Hide SA-APP Cap Sheet (FR)
No
Yes
Yes
No
No
No
(See 5.6.1)
Polyflex G
No
Yes
Yes
No
No
No
(See 5.61)
Polyflex G FR
No
Yes
No
No
No
No
Polyflex SA P
No
Yes
Yes
No
No
No
(See 5.6.11
Polyflex SA P FR
No
Yes
Yes
No
No
No
(See 5.6.1)
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
point strips, 1507.1.1.3
/ R905.1.1.3)
Yes
Polystick MTS Plus
Yes
Yes
No
Yes
Yes
Uoint strips, 1507.1.1.3
/ R905.1.1.3)
Yes
Yes
PolystickTUMax
No
Yes
{see 5.6.1)
Yes
No
point strips, 1507.1.1.3
/ 119051.1.31
Yes
Yes
Polystick TU P
No
Yes
(See 5.6.11
No
No
paint strips, 1507.1.1.3
/ R905.1.1.3)
Yes
Yes
Polystick TU Plus
Yes
Yes
(See 5.6.1)
Yes
Yes
point strips, 1507.1.1.3
/ R905.1.1.31
Yes
Polystick XFR
Yes
Yes
No
Yes
Yes
point stri ps,1507.1.1.3
/ R905.1.1.3)
NEMO ETC, LLC. Evaluation Report P12060.02.09-R30
centificoteofA"thorizotion#32a55 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Undeflayments Revision 30: 10/15/2021
Page 5 of 17
ON EMO I etc.
5.6.1 Adhesive -set the is limited to use of the fallowing underlay ment /tile -adhesive combinations.
TABLE IA: ALLOWA13LE UNDERLAYMENT/ TILE -ADHESIVE COMBINATIONS'
Underlayment
Adhesive
Florida Product Approval
PolystickTU Max, Polystick TU P or Polystick TU Plus
DAP Foam "Touch'n Seal
StormBond Roof Tile Adhesive"
PolystickTU P
DAP Foam "Touch'n Seal
FL14506
StormBond 2 Roof Tile Adhesive"
HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick
Dupont "Tile BondTm Roof Tile
TU Plus
Adhesive"
FL22525
Elastoflex 56 G, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-
APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR, Polystick TU Max,
ICP Adhesives and Sealants
FL6332
Polystick TU P or Polystick TU Plus
"Polyset" AH-160"
Elastoflex S6 G, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-
APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR, Polystick TU Max,
ICP Adhesives and Sealants
FL6276
PolystickTU P or PolystickTU Plus
"PolysetO RTA-1"
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Substrates (designed to meet wind loads for project)
Underlayment
Application
Type
Primer
Material(s)
HydraGuard Dual Pro,
Deck /
(Optional) ASTM
plywood, OSB, Southern Yellow Pine or Huber Engineered
"ZIPS
HydraGuard Tile Pro, Polystick IR-
sheathing
D41
Woods Ystem" Panels
ASTM D41
structural concrete
Xe, Polystick MTS Plus, Polystick
TU Max, Polystick TU P, Polystick
self-
(Optional) ASTM
ASTM C1289 Type II Class 1 polyisocyan u rate, ASTM
TU Plus, Polystick XFR, Mule -Hide
adhering
Insulation
C1289 Type V polyisocyanurate-composite, DensDeck
SA-APP Cap Sheet, Mule -Hide SA-
D41 or WB-3000
Prime or SECUROCK Gypsum -Fiber Roof Board
APP Cap Sheet (FR), Polyflex SA P
ASTM D226, Type II felt, Elastobase V, Elastobase P or
or Polyflex SA P FR
Base Sheet
N/A
Mule -Hide Nail Base
Deck
ASTM D41
structural concrete
Elastoflex S6 G or Elastoflex S6 G
hot asphalt
Insulation
(Optional) ASTM
D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
FR
Base Sheet
N/A
ASTM D226, Type II felt, Elastobase V, Elastobase P, Mule -
Hide Nail Base or Polyglass G2 Base
Deck
ASTM D41
structural concrete
Polyflex G or Polyflex G FR
torch-
Insulation
(Optional) ASTM
D41
DensDeck Prime or SECUROCK Gypsum -Fiber Roof Board
applied
Base Sheet
N/A
Elastobase V, Elastobase P, Mule -Hide Nail Base, Polyglass
G2 Base or Polybase V
I Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance,
NEMO ETC, LLC. Evaluation Report P12060.02.09-R30
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 6 of 17
NNEMOJetc.
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with the
manufacturer's installation instructions, but — for mechanically attached underlayments or base sheets - not less than FBC
1507.1.1 or R905.1.1.
5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation instructions, but —
for mechanically attached base sheets - not less than:
• FRSA/TRI Florida Nigh Wind Concrete and Clay Hoof Tile Installation Manual, Sixth Edition, Appendix A, Table 1 (for Two -
Ply Asphalt Applied Hot Mop Underlayment)
or
• Section 5.8.3 herein (for other underlayment systems).
5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida Nigh
Wind Concrete and Clay Roof Tile installation Manual, Sixth Edition. The Maximum Design Pressure is the result of testing
for wind load resistance rased 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),
5.8.3.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
#1 Maximum Design Pressure = -52.5 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, 05B sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all OSB joints
Base Ply: Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), Polyflex SA P, Polyflex SA P FIR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#2 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FIR), Polyflex SA P, Polyflex SA P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
93 Maximum Design Pressure = -97.5 sf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100orASTM D41
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex 5A P FIR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x IX" ring shank
nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c.
94 Maximum Design Pressure = -105 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FIR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, 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.
NEMO ETC, U.C. Evaluation Report P12060,02.09-R30
Certificate ofAuthcrimtion #32455 7TM EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R34INON•HVHZ}
Poll Roof Underlayments Revision 30: 10/15/2021
Page 7 of 17
NNEMOletc.
#5 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 Plus, self -adhered.
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#6 Maximum Design Pressure =-165 psf:
Deck: APA Rated Sheathing, 32/16, Exposure 1, PS 1-09, 15/32 Category to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: None
Underlayment: Polystick TU Max or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 11W,
ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c..
#7 Maximum Design Pressure = -202.5 psf:
Deck: APA Rated Sheathing, 32/16, Exposure 1, PS 1-09, 15/32 Category to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) PG100 at 0.5 gal/square
Base Ply: Polystick MTS Plus, 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.
Underlayment: Polystick TU Max or Polystick TU Plus, self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x iM
ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c..
#8 Maximum Design Pressure = -255 osf:
Deck: APA Rated Sheathing, 32/16, Exposure 1, PS 1-09, 15/32 Category to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: PG100 at 0.5 gal/square.
Underlayment: Polystick TU Max or Polystick TU Plus, 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..
#9 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 Plus, self -adhered.
Underlayment: HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR,
PolystickTU Max, Polystick TU P or Polystick TU Plus, self -adhered.
#10 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#11 All other direct -deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of -45 psf.
5.8.3.2 Mechanically -Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design
pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing
Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2,101 of FM
Loss Prevention Data Sheet 1-29 (February 2020) for enhancements.
NEMO ETC, LLC, Evaluation Report P12060.02.09-1130
Certificate of Authorization#32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-1134 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 8of17
NNEMO[etc.
#12 Maximum Design Pressure = -30.0 psf*:
Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or PDlystick TU Plus, self -adhered.
#13 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 V 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#14 Maximum Desien 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#15 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: 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: 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#16 Maximum Design Pressure = -45 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,
Base Sheet: Elastobase V (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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#17 Maximum Design Pressure = -45.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathingto meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps
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 Pius, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or PolystickTU Plus, self -adhered.
#18 Maximum Design Pressure = -45.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V (sand top surface)
Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps
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 S6 G, applied in full mopping of hot asphalt.
NEIVIO ETC, LLC. Evaluation Report P12060.02.09-R30
Certificate of Authorization #32455 7TH EDITION (2020) F8C NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/20Z1
Page 9 of 17
ONEMOletc.
#18 Maximum Design Pressure = -45.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirementsto satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V or Polybase V
Fasteners: 12 ga. annular ring shank nails with 1-5/9" diameter tin caps
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: Polyflex G, torch -applied.
#20 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 V (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 Paps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 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 V 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 Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#22 Maximum Design Pressure = -52.5 nsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#23 Maximum Design Pressure =-60 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#24 Maximum Design Pressure = -60 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#25 Maximum Design Pressure = -60.0 psf:
Deck: APA rated, 7/16 CAT, 0,418 in., Exposure 1, 058 sheathingto meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex 5A P, Polyflex SA P FR, Polystick TU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
NEW ETC, LLC. Evaluation Report P12060,02.09-R30
Certificate ofAuthorizatian #32455 7TH EDITION (2020} F6C NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ),
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 10 of 17
ONEMOletc.
#26 Maximum Design Pressure = -60.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V (sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
#27 Maximum Design Pressure = -60.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction,
Base Sheet: Elastobase V or Polybase V
Fasteners: Simplex MAXX Cap Fasteners
Spacing: B-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Polyflex G, torch -applied.
#28 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 Polybase V (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 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#29 Maximum Design Pressure = -67.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sheet.
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.
Primer: (Optional) PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Poly -stick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Poly -flex SA P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#30 Maximum Design Pressure = -67.5 osf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, 0513 sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width direction of the sheet.
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 S6 G, applied in full mopping of hot asphalt.
#31 Maximum Design Pressure = -67.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V or Polybase V
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to
the width direction of the sheet.
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: Polyflex G, torch -applied.
#32 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 Polybase V (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 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
NEMO ETC, LLC, Evaluation Report P12060.02.09-R30
Certificate of Authorization #32455 7- EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R34 (NON.HVHZ)
Polyglass Raof Underlayments Revision 30: 10/15/2021
Page 11 of 17
NNEMOletc.
933 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side caps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#34 Maximum Design Pressure = -90 sf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#35 Maximum Design Pressure = -90 psf:
Deck: Min, 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (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 56 G, applied in full mopping of hot asphalt.
#36 Maximum Design Pressure=-90 il
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,
Base Sheet: Polyglass G2 Base or Polybase V (requires use of torch -applied underlayment)
Fasteners: Dekfast 414 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, CMG Roofgrip #14 with OMG Flat
Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 44nch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied.
#37 Maximum Design Pressure = -90.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, O5B sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex 5A P, Polyflex SA P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#39 Maximum Design Pressure = -90.0 nsf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathingto meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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 S6 G, applied in full mopping of hot asphalt.
#39 Maximum Design Pressure = -90.0 nsf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, 05B sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V or Polybase V
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to
the width -direction of the sheet
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: Polyflex G, torch -applied.
NEW ETC, LLC. Evaluation Report P12060.02.09-R30
Certificate of Authorization#32455 7TH EDITION (202D) FBC NON-HVHZ EVALUATION FL5259-R34(NON-HVHZ)
Polyglass Roof Underlayments Revision 30:10/15/2021
Page 12of17
NMEMO I etc.
#40 Maximum Design Pressure = -97.5 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V 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 Plus, self adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#41 Maximum Design Pressure = -97.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex MAXX Cap Fasteners
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 applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick Tu Max, Polystick
TU P or Polystick TU Pius, self -adhered.
442 Maximum Design Pressure = -975 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V (sand top surface)
Fasteners: Simplex MAXX Cap Fasteners
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.
Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt.
#43 Maximum Design Pressure = -97.5 psf;
Deck: APA rated, 19/32 CAT, 0.578 in-, Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V or Polybase V
Fasteners: Simplex MAXX Cap Fasteners
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.
Underlayment: Polyflex G, torch -applied.
#44 Maximum Design Pressure = -105 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#45 Maximum Design Pressure = -105.0 psf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
NEMO ETC, LLC. Evaluation Report P12060.02.09-R30
Certificate o}Authorizotion ff32455 7TH EDITION (Z020) FBC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ}
Polyglass Roof Undeflayments Revision 30: 10/15/2021
Page 13 of 17
NNEMOletc.
#46 Maximum Design Pressure = -105.0 sf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastobase V (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 180' into the holes of the plate, parallel to
the width -direction of the sheet
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 S6 G, applied in full mopping of hot asphalt.
#47 Maximum Design Pressure = -105.0 osf:
Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Elastabase V or Polybase V
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with two (2) screws per plate installed 190' into the holes of the plate, parallel to
the width -direction of the sheet
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: Polyflex G, torch -applied.
#48 Maximum Design Pressure = -112.5 sf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V 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 Plus, self -adhered
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#49 Maximum Design Pressure = -120 sf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase V (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 CMG 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 SG G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#50 Maximum Design Pressure = -120 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction.
Base Sheet: Elastobase V (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 S6 G, applied in full mopping of hot asphalt.
#51 Maximum Design Pressure = -127.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, CSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V or Mule -Hide Nail Base (poly -film top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
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.
Primer: PG100 or ASTM D41 primer applied to stress plates.
Base Ply: (Optional) Polystick MTS Plus, self -adhered.
Underlayment: Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, PolystickTU Max, Polystick
TU P or Polystick TU Plus, self -adhered.
#52 Maximum Design Pressure=-127.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction,
Base Sheet: Elastobase V (sand top surface)
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, in the center hole.
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 S6 G, applied in full mopping of hot asphalt.
NEMO ETC, U-C. Evaluation Report P12060.02.09-R30
Certifrcate of Authorization #32455 7- EDITION {2020) FSC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 14 of 17
*NEMOletc.
#53 Maximum Design Pressure = -127.5 psf:
Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB. sheathing to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Base Sheet: Elastobase V or Palybase V
Fasteners: TRUFAST Versa -Fast Fasteners & Plates with one (1) screw per plate, In the center hole.
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: Polyflex G, torch -applied.
5.9 Exposure Limitations:
TABLE 3: EXPOSURE LIMITATIONS
Underlayment
Prepared Roof Cover
Installation Type
Maximum
Exposure (days)
Elastobase V, Elastobase P, Polyglas5 G2 Base or Palybase V
Mechanically attached
30
Polystick IR-Xe
Mechanically attached
90
HydraGuard Dual Pro, HydraGuard The Pro, Polystick MTS Plus, PolystickTU Max, Polystick
TU P, Polystick TU Plus or Polystick XFR
Any type (per Table 1)
180
Elastoflex S6 G, Elastoflex 56 G FR, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap
Sheet (FR), Polyflex G, Polyflex G FR, Polyflex SA P or Polyflex SA P FR
Adhesive set tile roof system
180
Mechanically attached
UNLIMITED
5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile roof 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 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum Staging Slope
Elastoflex S6 G or S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
Prohibited without battens
HydraGuard Tile Pro
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SAP FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MT5 Plus
Flat
6-tile stack (4 over 2)
5:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Max
Flat
6-tile stack (4 over 2) or 10-tile stack
7:12
Lugged
6-tile stack (4 over 2)
7:12
Lugged
10-tile stack
6:12
Polystick TU P
Flat or Lugged
6-tile stack (4 over 2)
7:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over Z)
7:12
Flat or Lugged
10-tile stack
6:12
Polystick XFR
Flat or Lugged
Prohibited without battens
Prohibited without battens
NEMO ETC, LLC. Evaluation Report P12060.02.09-1330
certificoteofAuthorization#32455 7T" EDITION {2020] FBC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30:10/1512021
Page 15 of 17
NNEMOJetc.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation instructions 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 V, Elastobase P or Mule -Hide Nail Base:
6.3.1 Non -Tile Applications:
Shall be installed in compliance with requirements for an approved mechanically attached underlayment (ASTM D226, Type
II) in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, and the
manufacturer's installation instructions. FBC requirements take precedence over the manufacturer's installation instructions.
Elastobase V, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick IR-Xe, Polystick MTS Plus, Polystick
TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA-APP Cap Sheet or SA-APP
Cap Sheet (FR), self -adhered, 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:
6.3.2.1 Elastobase V (poly -film top), Elastobase P (poly -film top) and Mule -Hide Nail Base are limited to use as a mechanically attached
base sheet in the "TWO-PLY SYSTEM" from FRSA/TRI Florida High Wind Concrete and Cloy Roof Tile Installation Manual, sixth
Edition, followed by Polystick MTS Plus, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Polyflex SAP, Polyflex
SA P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered or Polyflex G or Polyflex G FR, torch -applied. Tile
roof installation method is limited by the selected Cap Sheet, as set forth in Table 1. Refer to Section 5.8.3.2 herein for
attachment requirements.
6.3.2.2 Elastobase V (sanded -tap) and Elastobase P (sanded-top)e are limited to use as a mechanically attached base sheet in the
"TWO-PLY SYSTEM" from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, followed
by Elastoflex S6 G, Elastoflex S6 G FR or an FBC Approved Mineral Surfaced Cap Sheet (ASTM D6380), asphalt -applied or
Polyflex G or Polyflex G FR, torch -applied. Tile roof installation method is limited by the selected Cap Sheet, as set forth in
Table 1.
6.4
6.4.1
• When Elastobase V (sanded -top) or Elastobase P (sanded -top) is followed by asphalt -applied Elastoflex S6 G, Elastoflex
S6 G FR or FBC Approved Mineral Surfaced Cap Sheet (ASTM D6380), refer to FRSA/TRI, Sixth Edition, Appendix A, Table
1 or Section 5.8.3.2 herein for attachment requirements.
• When Elastobase V (sanded -top) or Elastobase P (sanded -top) is followed by torch -applied Polyflex G or Polyflex G FR,
refer to Section 5.8.3.2 herein for attachment requirements.
HydraGuard Dual Pro, HydraGuard Tile Pro, Mule -Hide SA-APP Cap Sheet, Mule -Hide SA-APP Cap Sheet (FR), Polyflex SA P,
Polyflex SA P FR, Polystick IR-Xe, Polystick MTS Plus, Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR:
tieneral:
All seal -lap seams (selvage laps) must be firmly rolled with a
in accordance with Polyglass requirements to ensure full
contact and adhesion. For HydraGuard Dua€ Pro and
HydraGuard Tile Pro, align the edge of the top sheet to the
end of the glue pattern (the sheet will overlap the fabric).
View of Overlap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro
6.4.2 Non -Tile Applications:
NEMD ETC, LLC. Evaluation Report P1Z060.02.09-R30
Certificate of Authorization #32455 77" EDITION i2020) FBC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 16 of 17
NNEMOjetc.
Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in FBC
1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,
and the manufacturer's installation instructions.
When installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type II felt, Elastobase V, Elastobase P
or Mule -Hide Nail Base, the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1.
6.4.3 Tile Applications (excludes HydraGuard Dual Pro and Polystick IR-Xe)
Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI Florida High Wind
Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation instructions.
Refer to Section 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
6.4.4 Multi -Ply Underlayment Systems:
Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick TU Max,
Polystick TU P, Polystick TU Pius or Polystick XFR 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 Plus followed by HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is
allowable for use under adhesive -set 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 S6 G or Elastoflex S6 G FR:
6.5.1 Shall be installed in compliance with requirements as an alternate to the "Hot Asphalt Applied Cap Sheet" in the "Two Ply
System" in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the
manufacturer's installation instructions.
Refer to Section 5.8.2 and 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
6.6 Polyflex G or Polyflex G FIR:
6.6.1 Shall be installed in compliance with requirements as an alternate to the "Heat Applied Cap Sheet" in the "Two Ply System" in
the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer's
installation instructions.
Refer to Section 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section
4 herein for products and production locations having met codified material standards.
QUALITY9.
UL LLC— QUA9625; (360) 817-5512, Vinycia.Seman@ul.com
- END OF EVALUATION REPORT -
NEMO ETC, LLC. Evaluation Report P12060.02.09-R30
Cerbfrcote of Authorization #32455 771 EDITION (7.020) FBC NON-HVHZ EVALUATION FL5259-R34 (NON-HVHZ)
Polyglass Roof Underlayments Revision 30: 10/15/2021
Page 17 of 17