HomeMy WebLinkAboutEVALUATION REPORTr
Product Evaluation Report
GULF COAST SUPPLY & MANUFACTURING, LLC.
26 Ga. 5V Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.12 R3
Florida Building Code 2017
Per Rule 61 G20-3 SCANNED
Method: 1 —D
BY
Category: Roofing St. Lucie County
Subcategory: Metal Roofing
Compliance Method: 61G20-3.005(1)(d)
HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing,
14429 SW 2nd Place, Suite G30
Newberry, FL 32669
Engineer Evaluator:
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
Validator:
Locke Bowden, P.E. #49704
9450 Alysbury Place
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 — 5
FL# 11651.12 R3 • OCTOBER
LLC.
�•�� pUEL S,
�P 0cErys Ly
" STATE OF : Q
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o i n i k�� J 10/OS/201-
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Product Description:
5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15/32" plywood
decking. Non Structural application.
Panel Material/Standards:
Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2017 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 50.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building
Code 2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3/8" Major Rib
Panel Fastener:
#9-15xl.5" with sealing washing through panel rib.
1/4" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this
evaluation. Must be designed in accordance w/ Florida Building Code 2017.
Design Uplift Pressures:
Table "A"
Waximum Total Uplift Design Pressure
e108.5,psf
;;
,156 5;psf?:
Fastener Pattern
Panel Rib
Panel Rib
�FastenerPattern Spacing
12
Design Pressure includes a Safety Factor = 2.0.
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2017, Sections 1504.3.2, 1518.9, 1523.6.5.2.4.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• TAS 125-03
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-12 - Uplift Test for Roof Covering Systems.
• TAS 100-95 - Test Procedure for Wind and Wind Driven Rain
Resistance of Discontinuous Roof Systems
• TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM
B 117.
Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No. 117-0065T-07A-C, Dated 0126/2007
2. TAS 100-95
Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654)
Report No. T130-07, Dated 02/282007
Report No. T215-08, Dated 07/082008
3. TAS 110-00: Valspar Fluropon coated metal panel testing
A) ASTM G 26 by PRI Asphalt Technologies dated 01/192004
B) ASTM B 117 by PRI Asphalt Technologies dated 01/19/2004
4. Certificate of Independence
By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC
(FBC Organization # ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard.
Quality Assurance Entity:
FL# 11651.12 R3
2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test
standard.
3. ASTM G 155 is equivalent to ASTM G26
The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
i'N�x
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including
Section 1515.2 and in accordance with Manufacturers recommendations. For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation:
Install per Manufacturer's recommended details and RAS 133.
Underlayment:
Per Manufacturer's installation guidelines per Florida Building Code 2017 Section
1518.2, 1518.3, 1518.4.
Fire Barrier:
Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the
fire barrier within the assembly. Fire classification is not part of this acceptance.
Shear Diaphragm:
Shear Diaphragm values are outside the scope of this report.
Design Procedure:
For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded.
ENGINEER LOAD TABLE: 26 Ga. 5VCrirnp Roof Panel over 15/32" Plywood
Buildings having.a Roof Mean Heights 20!-A"; Roof Slope: 2V12"' 12"/1'2"Gable or Hip Roof; Wind''Speeds 120-
1.80mph, Exposure C, Risk Category II, Endosed'Building,'based on Florida Building Code 20.17.
WI
FASTENER
120
130
140
150
160
170
180
(MIN. Ira`
SUBSTRATE
D
SPEED
Penetration)
(MIN. 15/32")
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
ON CENTER
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
ZONE 1
#9-150.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
ZONE'2,
#97.15X1.5"
Plywood
I12"TYPE1
12"TYPE11-12'TYPE1-:
11'TYP.E 1,
12"-TYPE1`
12- TYPE 1,•
12-TYPE 1.;
ZONE 3
#9.15x1.5"
Plywood
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
12" TYPE 1
1;) PANEL DESCRIPTION: 5V CRIMP, MIN. 26-GA., GRADE 50, 24"C_ OVERAGE,. Ye" TALL.
2:pPANELTASTENER: 49-15X1.5" HWH WITH SEALING WASHER W/,MIN. % "' PENETRATION.
3:)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 1.08.5 PSF® 12" O.C.FASTENER SPACING TYPE 1 FASTENER PATTERN,. 156.5
P,SF. ®6" O.C. FASTENER SPACING. TYPE 2. FASTENER. PATTERN. BASED ON TAS 125, UL 580/UL.1897 TESTING.
4.),PLYWOOD'DECKING: MIN. lah:" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITHIFLORIDA BUILDING.CODE 201,7.
5r),ROOF,SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE7-10 (KD =-0i85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
'CODE2017. - - - _
^ZONE2 ZONE 3-,,
______RIDGE
ZONE
SAVE
2
.I�i
"\-ZONE3
FLY 11651.12 R3
Note: Dimension (a) is defined as 10% of the minimum width of the building or
—ta 40 % of the mean height of the roof, whichever is smaller, however, (a) cannot be
less than either 4% of the minimum width of the building or 3 feet.
(1) #9-15 x 1-1/2" HWH w/Sealing Washer
1211
At Pl L
GABLE ROOF ,a� aneap—%
-------------
ZONEI
2017
KU
I20(
� oL
(1) #9-15 x 1-1 /2" HWH w/Sealing Washer
At Panel Lap
•OPp11EEIV
L S, kG,,
* ; NO. 7551.9
STATE OF
c�0RIDP.
,BONA L 6NC
FL41 11651.12 R3
NEMO l etc.
SCANNED Certificate ofAatharization #32455
BY 353 Christian Street, Unit #13
St. Lucie County Oxford, CT06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT CERTIFY
EVALUATION REPORT
Polyglass USA, Inc. Evaluation Report P12060.02.09-R24
ills West Newport Center Drive FL5259-R28
Deerfield Beach, FL 33442 Date of Issuance: 02/24/2009
(954) 233-1230 Revision 24: 01/24/2018
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6" 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). NEMOIetc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMO(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.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCAANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 01/24/2018. This does not serve as an electronically
signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMOJetc. 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 Jetc. is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, norwill 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 J 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.
ROOFING COMPONENT EVALUATION:
I. SCOPE:
NNEMOletc.
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Palyglass USA, Inc., have demonstrated compliance with the
following sections of the 6" 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
UL1897
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
PRI01111
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 (TSTS878)
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
02/12/2006
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 (TST5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-03
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
1X20H7A
04/01/2008
MITI (TST 2508)
Physical Properties
RX14ESA
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
P3740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5130.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 60491
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, U.C. Evaluation Report P12060.02.09-R24
Certificate ofAuthoricadon 02455 eEDITION (2017)FBC NON-HVHZ EVALUATION FL5259-1128
Palyglass Roof Underlayments; (954) 233-1230 Revision 24: 0112412018
Page 2 of 14
4.
NNEMO etc.
gaipt 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 60491 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-RS 04/30/2013
ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD (TST 6049) Wind Uplift P11751.OS.03-R1 11/26/2013
ERD (TST 6049) Wind Uplift P11781.11.03-R3 11/26/2013
ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD (TST 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-R3 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-SC33040.12.16 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) MCCompliance ESR-1697 11/01/2014
Miami -Dade (CER 1592) HVHZ 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, U.C. (QUA9625) Quality Control Service Confirmation Exp. 10/05/2018
PRODUCT DESCRIPTION:
14.1 Mechanically Fastened Underlayments:
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.
4.2.1 Polystick MTVr Polystick NITS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,
enforced, 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-mll thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Cenfcate of Authar4ation#32455 a"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R29
Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018
Page 3 of 14
NNEMO etc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane,. glass-fiber/polyester
reinforced, with a granular surface; meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/mz polyester
fabric surface; meets A5TM D1970 and FRSA/TRI April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012.
4.2.7 Polystick Dual ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970.
4.2.8 Polystick Tile Pro'" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1910 (See Section
5.8).
4.3 Mechanically Fastened.and/or Bonded Underlayments:
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/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex 56 G and Elastaflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI
April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an
alternate to Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath
mechanically fastened tile roof systems.
4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of
Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorlrotlon#32455 a"EDITION 12017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (9541233-1230 Revision 24: 01/24/2028
Page 4 of 14
NNEMO etc.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Bdse sheet in 2-ply system)
Yes
(Base sheet in 2-ply system)
Yes
Yes
Yes
Elastobase P
Yes
Yes
(Base Sheet in 2-ply system)
Yes
(Base sheet In 2-p1vgstem)
Yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Be,. Sheet in 2-ply system)
Yes
(Base sheet in 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet is 2-ply system)
Yes
(Base Sheet io 2-plysyaaasl
No
No
No
Polystick MTS or NITS PLUS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
PolystickTUP
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 (See5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
yes
Yes
Elastoflex 56G
Yes
Yes
Yes (See S.S.1)
No
Yes
Yes
Elastoflex S6 GFR
Yes
Yes
No
- No
Yes
Yes
ElastaRex G TU
Yes
Yes
Yes (See5.S.1)
No
Yes
Yes
Polyflex IS
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 S.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 rile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE SA: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATIONSi _
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch'n Seal StormBond Roof
Tile Adhesive
FL145o6
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)
1 Refer to rile Manufacturer's or Adhesive Manufacturer's Florida ProductApproval for Overturning Moment Resistance Performance.
MEMO ETC, U.C. Evaluation Report P12060.02.09-R24
Gerrifooste of Authorization#3145S 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments; (954) 233.1230 Revision 24: 01/24/2018
Page 5 of 14
r
5.6
5.6.1
5.6.2
5.6.3
Allowable Substrates:
Direct -Bond to Deck:
ONEMOI etc.
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 05B; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meetwind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSS sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
D ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to:
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manufacturers Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBCSection 1504.3.1.
Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base.
Polyflex G or Polyflex G FR torch -applied to:
D Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
rertiQcate ofAuthonmtion N32455 6�"EDITION (2017)FBC NON-HVHZ EVALUATION F1.5259-1128
Polyglass Roof underlayments; (9541233-1Z30 Revision 24: 01/24/2018
Page 6 of 14
ONEMOletc.
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 SA 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.
42 Maximum Design Pressure =-97 5 psi
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1Y" 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 HavingJurisdiction.
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
1Y" 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 osf;
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 psf*:
Deck: Min. 15/32-Inch OSS to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-Inch head diameter round metal cap nails
Spacing: 6-Inch o.c. at the 3-inch wide side laps and 64nch 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, U.C. Evaluation Report P32060.02.09-R24
Certijirate Of Authariratlan#32455 6r"EDITION (20171 FBC NON-HVHZ EVALUATION FI5259-R28
Polyglass Roof Underlayments; (954) 233-2230 Revision 24:01/24/2018
Page 7 of 14
#8 Maximum Design Pressure =-37 5 osf'• NNEMO I etc.
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch longx 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-Inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#9 Maximum Design Pressure =-37 5 osf':
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type 11 felt
Fasteners: 11 ga. x 1.25-Inch long x1-inch head diameter round metal cap nails
Spacing: 6-Inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
#10 Maximum Design Pre ssure=-45 osf':
Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertincaps
Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure =-45 osf':
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type 11 felt
Fasteners: 11 ga. x 1.25-inch long x3/8-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 5A-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex 56 G, applied In full mopping of hot
asphalt.
#12 Maximum Design Pressure=-45 osf
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#13 Maximum Design Pressure =-52 5 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-Inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Design Pressure =-52 5 osf:
Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certificate of Authorization#32455 Sn' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Undedayments; (9541 Z33.1230 _ Revision 24:01/2412018
Page 8 of 14
/-
ONEMO l etc.
#15 Maximum Design Pressure =-52 5 osf:
Deck: Min. 15%32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-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 GTU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#16 Maximum Design Pressure=-60 Dsf:
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 fortorch-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 D.C. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#17 Maximum Design Pressure =-60 DO:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#18 Maximum Design Pressure =-67 5 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: 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 56 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#19 Maximum Design Pressure =-75 Dsf:
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 D.C. at the 4-Inch wide side laps and ID -inch c.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 torch -applied or Polyflex G, torch -
applied.
#20 Maximum Design Pressure=-90 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastabase(sanded top surface for hot -asphalt or torch -applied cap or poly -film surface fortorch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch D.C. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Design Pressure =-90 Dsf:
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 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch D.C. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
NEMO ETC, U.C. Evaluation Report P32060.02.09-R24
Certificate of Autharizotion#32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R211
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 9 of 14
#23 Maximum Design Pressure =.90 osf: MEMO I etc.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrlp #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 4-Inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#24 Maximum Design Pressure =-97 5 osf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 4-Inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered.
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#25 Maximum Design Pressure=-105 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface 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 G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#26 Maximum Design Pressure =-112 5 osf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga.x1.25-inchx3/8-inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS or Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered.
#27 Maximum Design Pressure=-120 osf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface fortorch-applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-Inch wide side laps and 6-Inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#28 Maximum Design Pressure =-120 osf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-Inch o.c. at the 4-Inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt.
5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
NEMO ETC, LLC. Evaluation Report P32060.02.09-R24
Certificate ofAuthoriz.6m#32455 6'EOITION 12017)FBC NON-HVHZ EVALUATION FL6259-RZB
Polyglass Roof Underlayments; (954) 233-1230 Revision 24:01/24/2018
Page 10 of 14
*NEMO 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
longerthan 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.
TABLE 2: TILE SLIPPAGE LIMITATIONS .FOR DIRECT -DECK TILEIINSTALLATIONS
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
Elastoflex S6 G or 56 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
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
6-ti1e stack (4 over 2)
6:12
Lugged
6-tile stack (4 over 2)
4:12
Polystick TU Plus
Flat or Lugged
6-tile stack (4 over 2)
7:12
Flat or Lugged
10-tile stack
612
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, LLC. Evaluation Report P32060.02.09-R24
Certifimte ofAuthodMt1.n N32455 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments; (9541233-1230 Revision 24: 01/24/2018
Page 11 of 24
6. INSTALLATION: -
NNEMO I etc.
6.1 Polyglass Roof Underlayments shall be Installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris. prior to application, and prime the substrate (if applicable).
6.3 Elastobase, Elastobase P or Mule -Hide Nail Base:
6.3.1
Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table
2507.1.1 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 2022 (04-22). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04-22) Installation Manual.
6.4 Polystick MTS, MTS PLUS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU=X or-PolyflexBAP;. Polyflex SARFR,
Mule -Hide SA-APP Cap. Sheet or Mule -Hide SA-APP Cap Sheet (FR): "
6.4.1 Shall be Installed in compliance with the codified requirements for ASTM D1970 (except Polystick TU P) underlayment
6.4.2
•--•1 - -•-,.o 1"c LyPe of ptepareo roor covering to De Installed.
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 ,r, �•yyJJ
firmly rolled with a minimum 28 lb. hand � ..[�[=i :
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheetwill 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 so 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, I.I.C. Evaluation Report P32060.02.09-R24
CemjlmteofAuthodmdon H32455 fir"EDITION (2017)FBC NON-HVHZ EVALUATION F1.5259-1128
Polyglass Roof Underlayments; (9541 Z33-1230 Revision 24:01/24/2018
Page 12 of 14
*NEMO etc.
Repair of Polystick membranes. is to.be accomplished. by applying.Polyplus 50.Premium Modified Wet/Dry .Cement or
Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the
Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be
Installed in a water shedding manner.
All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a
minimum of 40-lb 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 tact allowed for Polystick Dual Pro IR Xe or Polystick MU XI
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 Elastofleg G TU, Elastoflex S6 G or Elastoflex 56 G FR:
------------------
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 the applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt
applied "Cap Sheet" In the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered 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 (04-22) 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 PolyflexG or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published Installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or adhered 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).
NEIVO ETC, I.I.C. Evaluation Report P32060.02.09-R24
CertPrate of Authorkation#32455 6r"EDITION (2017)FeC NON-HVHZ EVALUATION FI5259•R28
Polyglass Roof Underlayments; (9541233-1230 Revision 24:01/24/2018
Page 13 of 24
7.
8.
9.
NNEMO I etc.
6.6.2 Polyflex G or Polyflex G FIR 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 2022 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be. taken as needed, such as the use of battens or nail -
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of
roofing tiles is forty-eight (48) hours.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 OA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant
Specification
Product s
Fernley, NV, Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick MU-X
Hazleton, PA
M-D 13-0004
Elastoflex G TU
Hazleton, PA & Winter Haven, FL
ASTM D1970
Polystick IR-Xe
ASTM D3970 & 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
Winter Haven, FL
ASTM 6226 (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
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 56 G FR
ASTM D6222
Polyflex G, Polyflex G FR
�UALI I r H»UnAINLE CNTITY:
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 OfAuthorhat/on A32455 6'u EDITION 12017)FBC NON-HVHZ EVALUATION FL5259-1128
Polyglass Roof Underlayments; 19541233-1230 Revislon 24:02/24/2018
Page 14 of 14