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FL#
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SCANNED Page 1 of 4
BY
St LudeCOw*
YAb.Yrn
[it
nit Surcharge Slats & Fads Publications FBC Staff BCIS Site Map Links Search
.is > Application Detail
FL17022-R7
Revision
2017
Approved
08/18/2017v. date reapply 08/21/17
0
Extreme Metal Fabricators, LLC
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
Rvalldation@yahoo.com
Richard McKuhen
flvalidatlon@yahoo.com
RECEIVED .__
MAY 2152018
ST. Lucie County, Permitting
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772)872-8034
rchard@emfab.net CO-01V
F-ILE
Roofing
Metal Roofing
Evaluation Report from a��Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name wh developed LOCKE BOWDEN
the Evaluation Report
Florida License PE-49704
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Zachary R. Priest, P.E.
f/ Validation Checklist - Hardcopy Received
Certificate of Independence
FL17022 R7 COI FL 17022.1 5 V CRIMP ssr.Ddf
Referenced Standard and Year (of Standard) Standard
I TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2003
2012
2006
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Florida Building Code Online
Page 2 of 4
Product Approval Method
Method 1 Option D
Date Submitted
08/18/2017
Date Validated
08/25/2017
Date Pending FBC Approval
08/28/2017
Date Approved
10/10/2017
SummarV of Products
FL #
Model, Number or Name
Description
17022.1
1 - "5V Crimp" (116)
26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 15/32" plywood or Wood Deck with
fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 11 FL 17022.1 5 V CRIMP ssr.odF
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for conditions.
Install the
FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf
assembly in compliance with the installati on me�efer
od listed in
Created by Independent Third Party: Yes
this report and applicable code sectioof FBC.
ns
to
manufacturer's installation Instructions.
17022.2
2 - "5V Crimp" (116)
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof
panel, mechanically attached to 15/32" plywood or Wood
Deck with exposed fasteners
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.2 5 V CRIMP 0.032 ALUM ssr:odf
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table'A
Evaluation Reports
Other: Refer to evaluation report for conditions.
Install the
FL17022 R7 AE FL 17022.2 5 V CRIMP 0.032
assembly In compliance with the Installation me
hod listed In
ALUM ssr.ndf
this report and applicable code sections of FBC.
Refer to
Created by Independent Third Party: Yes
manufacturer's installation Instructions.
17022.3
3 - "1.5" Mechanical Seam"
(115)
1.5" rib height, 16" wide, 24 gauge steel, standing seam
roof panel mechanically attached to 15/32" plywood or wood
deck with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 11 FL 17022.3 1.5 MECHANICAL
Approved for use outside HVHZ: Yes
seam 24oa ssr.ndf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions
and
Evaluation Reports
limitations of use. Install the assembly in compl
ante with
'FL17022 R7 AE FL 17022.3 1.5 MECHANICAL
the Installation method listed In this report and
3pplicable
seam 24oa ssr.odf
code sections of FBC. Refer to manufacturer's Ir
stallation
Created by Independent Third Party: Yes'
Instructions..
17022.4
4 - "1.5" Mechanical Seam"
(115)
1.5" rib height, 16" wide, 0.032" aluminum, standing seam
roof panel mechanically attached to 15/32" plywood or Wood
Deck with clips and fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 lI FL 17022.4 MECHANCIAL SEAM
Approved for use outside HVHZ: Yes
ALUMINUM ssr.ndf
Impact Resistant: No
Verified By: Locke Bowden, P.E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for condition
3 and
Evaluation Reports
limitations of use. Install the assembly in compliance
with
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM
ALUMINUM ssr.odf
the installation method listed in this report and
applicable
code sections of FBC. Refer to manufacturer's installation
Created by Independent Third Party: Yes
Instructions.
17022.5
5 - "1 in. Nail Strip" (F
5)
1" rib height, 16" wide, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood
deck with fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 11 FL 17022.5 1.0 NAILSTRIP ssr.odF
Verified By: Locke Bowden, P.E. 49704
Approved for use outside HVHZ: Yes
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Evaluation Reports
Other: Refer to evaluation report for conditions
limitations of use. Install the assembly in compliance
and
with
FL17022 R7 AE FL 17022.5 1.0 NAILSTRIP ssr.odf
Created by Independent Third Party: Yes
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171orida Building Code Online Page 3 of 4
the installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's Installation
Instructions.
17022.6
6 - "i in. Nail Strip" (R)
1" rib height, 16" wide, 0.032" aluminum, standing seam
roof panel mechanically attached to attached to 15/32"
plywood or Wood Deck with fasteners,
Limits of Use _
G
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Locke Bowden, P:E. 49704
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Other: Refer to evaluation report for conditions
and
Evaluation Reports
limitations of use. Install the assembly in compli
nce with
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
ALUM ssr.pdf
the Installation method listed in this report and applicable
code sections of FBC. Refer to manufacturer's in
tallation
Created by Independent Third Party: Yes
instructions.
17022.7
7 - "1.5 in. Nail Strip" (
5)
1.5" rib height, 19" wide, 26 gauge steel, standing seam
roof panel mechanically attached to 15/32" plywood or wood
deck with fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
FI-17022 R7 ii Fl- 17022.7 1.5 Nail Strip 26GA ssr.Ddf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions
and
Evaluation Reports
FL17022 RT AE FL 17022.7 1.5 Nail Strip 26GA ssr pdf
Created by Independent Third Party: Yes
limitations of use. Install the assembly in compli
nce with
the Installation method listed in this report and a
pllcable
code sections of FBC. Refer to manufacturer's in
tallation
Instructions.
17022.8
8 - "EMAX Rib" (115)
29 gauge steel, lapped roof panel mechanically -attached to
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL17022 R7 II FL 177022.8 EMAX Rib ssr.odf
Verified By: Locke Bowden, P.E. 49704
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions
and
Evaluation Reports
FL17022 R7 AE FL 177022.8 EMAX Rib ssr,odf
limitations of use. Install the assembly In complli
ince with
Created by Independent Third Party: Yes
the Installation method listed In this report and a
pllcable
code sections of FBC. Refer to manufacturer's In
tallation
Instructions.
17022.9
9 - " PBR MAX" (115)
26 gauge steel, lapped roof panel mechanically attached to
15/32" plywood or wood deck with exposed fasteners.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17022 R7 iI FL 17022.9 PBR RIB ssr.odf
Approved for use outside HVHZ: Yes
Verified By: Locke Bowden, P:E. 49704
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Created by Independent Third Party: Yes
Evaluation Reports
Other: Refer to evaluation report for conditions
land
FL17022 R7 AE FL 17022.9 PBR RIB ssr.DdF
limitations of use. Instal) the assembly in compliance
with
Created by Independent Third Party: Yes
the installation method listed In this report and applicable
code sections of FBC. Refer to manufacturer's Installation
Instructions.
Bach Next
Contact Us :: 2601 Blal
Road, Tallahassee FI, 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. N
(IStone
7- 1 ;: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you
electronic mall to this entity. Instead, contact the office by ph
section 455.275(1), Florida Statutes, effective October 1, 2012,
they have one. The emails provided maybe used for official co
supply a personal address, please provide the Department with
do not want your e-mail address released in response to a public -records request, do not send
ne or by traditional mall. If you have any questions, please contact 650.487.1395. *Pursuant to
licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
munlcatlon with the licensee. However email addresses are public record. If you do not wish to
a email address which can be made available to the public. To determine if you area licensee under
C iapter 455, F.S., please click here .
Product Approval Accepts:
Credit Card
Safe
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` %rida Building Code Online Page 4 of 4
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Compliant with Florida Building Code 2017 (�'" ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel Roof Panel FB
Yield strength: 50 ksi min.; Attaches
Deck w/ min. 0.42 specific gravity w
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec.150
Fastener 1(Method 1 Attachment): #9 x 1-1)
3/16" min. thru deck or 5/8" embedment ini
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #3
penetrate 3/16" min. thru deck or 5/8" embi
to meet requirements)
Underlayment: To be compliant with FBC Se
Slope: Shall be in compliance with FBC Sec.
160 SW Poma Drive
Palm City, FL 34990
Sec.1507.4.2
to min.15/32" plywood or Wood
h screws. 24" Coverage
.4.3
" Hex -Washer Head wood screw* to penetrate
wood plank. (*or sufficient length to meet
x 1-1/2" Hex -Washer Head wood screw* to
ment into wood plank. (*or sufficient length
Chart 1507.1.1
07.
.e Fastener attachment specifications above
Install Details: Table A Allowable Loads
METHOD
1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86
PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16"
ox.
16" O.C.
8" O.C.
6" o.c.
FASTENER SPACING (ALONG Panel width)
12'
o.c.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
09
#10
#10
#10
Reference Data: ARCHITECTURAL TESTING, INC. TST
ID#: 1527
UL 580-06 & 1897-041 Test Report
113893.01-450-18 05/02/14
Test Report
F3366.01-450-18 12/18/15
TAS 125-03 Test Report
Q05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standa,lr�
UL 2897-1 f rt r 1 r *Design pressure margin of safety 2.1
Locke Bowden, P.E. does not have, not will acquire a financial
under this evaluation.
Locke Bowden, P.E. is not owned, operated, or controlled by
report.
RE
tiq er cg4�►m6Wfacturing or distributing products
y conipa►NprnbbafaAtureo, or distributing\products under this
.,GS r T'E �'• ,' 4�
,.3,/
ti '
Ire
FL17022.1 5V Crimp (26GA
Limitations:
1. Underlayment to be compliance with current Florida Buil
2. Minimum slope to be compliant with Florida Building Co(
3. Products are compliant for State of Florida product appri
4. Engineering analysis for "project specific. approval by loc
5. Fire classification is not part of this acceptance. Shear d
6. Support framing in compliance w/FBC 2017 6th ed., Cha
Structural Loading.
7. This report does not imply warranty, installation, recomn
tp
I/
— Deck:
15132' or greater Plywood, or
Wood plank
12"
Nominal 12"
Panel
Overlap
teel), 24" Wide Roof Panel - Details
ig Code (FBC)2017 6m ed.
2017 6th ed., and per with Manufacturer's installation reference.
31 per Rule 61 G20-3. Compliance Method: 1-D
authorities w/jurisdiction is allowed by other registered engineers.
lhragm values are outside this report.
:r 22 for Steel, Chapter 23 for Wood and Chapter 16 for
lded product use outside of this report.
#9 x 1-11.1 Min. or
#10 * 1 Min. par7#b/e A" for Row 5•V Crimp Roof Panel
Spaci g and Design Pressures
Hex Washer Head Wood Screws
14-
1
— OPTIONAL STRIATIONS —
Pan I Profile
I � Nominal 12"
x 171/2" Min. or #10 x 1-1/2" Min. per
Dle "A" Hex Washer Head Screw
)aced 12" o.c. across the Panel 1Mdth
Dfer to Table "A" for Spacing Along Panel
i -
Deck-15/32" or greater
Plywood, or
-Woo I plank
Florida Building Code Online ~
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�■/r
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aj °' Product Approval
� �� USER: Public User
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Product Approval Menu > Product or Application Search > A
FL#
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
1NEU Page 1 of 2
BY
StLucie ftnty
h2l�i - ' C •, �I
Surcharge ' Stats & Facts Publications FBC Stall I BCIS Site Map Links Search
+ Us > Application Detail
FL5259-1127
Revision y l�
2017
Approved
I
Approved
1tk1
POLYGLASS USA
1111 W. Newport Center Drive RECEIVED
Deerfield Beach, FL 33442
(954) 233-1378 Ext242
alender@polyglass.com MAY 2 V2018
Ariel Lender
alender@polyglass.com ST. Lucie County, Permitting
Maury Alpert
1111 W. Newport Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@polyglass.c
Ariel Lender G.
1111 W. Newport Ce r Dri
Deerfield Beach, FL 33442
(954) 233-1230
ALender@polyglass.com
luation Report from a Florida Registered Architect or a Licensed
Ida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License IE-59166
Quality Assurance Entity L LLC
Quality Assurance Contract Expiration Date 0105120
10512018
Validated By ] hn W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
Year
A M D1970
2015
A TM D226
2009
A M D6164
2011
A M D6222
2011
F 4474
2011
F SA/TRI April 2012
2012
TIS 103
1995
T S 110
2000
https://floridabuilding.org/pr/prapp_dtl.aspx?param= GEVXQwtDgvbSgAaZp3Crk2vS%...
_
2/6/2018
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
UL 1897
Method 1 Option D
09/14/2017
09/15/2017
09/18/2017
12/12/2017
01/24/2018
2012
FL #
Model, Number or
Desc iption
Name
5259.1
Polyglass Roof
Roof) g underlayments
Underlayments
Limits of Use
Insta lation Instructions
Approved for use in HVHZ: No
F R27 11 2017 0 FINALER P Y UNDERLAYMENT FL525 -
R27. f
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verifi d By: Robert Nieminen PE-59166
Design Pressure: +N/A/-622.5
Creat d by Independent Third Party: Yes
Other: 1.) The design pressure In this
Evalu tion Reports
application relates to one particular
FL52 9 R27 AE 2017 09 'FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
R27. f
underlayment system (over concrete
deck) for use under foam -on tile systems
Creat d by Independent Third Party: Yes
(where the underlayment forms part of
the load -path). Refer to ER Section 5.6.4
for other systems, other deck types and
associated maximum design pressures.
2.) Refer to ER Section 5 for other limits
of use.
1
Dack Next
Contact Us :: 2601 Blal . Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. rl 2 -2 FI :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do of want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone r by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, lice sees licensed under Chapter 455, F.S. must�pmvide the Department with an email address If
they have one. The emalls provided may be used for official Comm nlratlon with the licensee. However email addresses are public record. If you do not.wlsh to
supply a personal address, please provide the Department with an em 11 address which can be made available to the public. To determine If you are a licensee under
Chapt r 455, F.S., please click here_.
Product Approval Accepts:
rM W9 5@0 `-tom' M
Credit Card
7 Safe
a
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QOTRINITY ERD
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
(570) 384-1230
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and
construction materials in the State of Florida. The document
for use of the product under the Florida Building Code an
described herein have been evaluated for compliance with
herein.
DESCRIPTION: Polyglass Roof Underlayments
LABELING: Labeling shall be in accordance with the requiremen
CONTINUED COMPLIANCE: This Evaluation Report is valid until
Quality Assurance documentation changes, or provisions of th
Evaluation Report by the named client constitutes agreement
referenced Quality Assurance documentation changes. Trinit
relative to updated Code requirements with each Code Cycle.
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
(203) 262-9245
Evaluation Report P12060.02.09-R23
FL5259-R27
Date of Issuance: 02/24/2009
Revision 23: 09/14/2017
the applicable rules and regulations governing the use of
tion submitted has been reviewed by Robert Nieminen, P.E.
Florida Building Code, Residential Volume. The products
he 6th Edition (2017) Florida Building Code sections noted
:s the Accredited Quality Assurance Agency noted herein.
uch time as the named product(s) changes, the referenced
Code that relate to the product change. Acceptance of this
to notify Robert Nieminen, P.E. if the product changes or the
IIERD requires a complete review of this Evaluation Report
ADVERTISEMENT: The Evaluation Report number preceded bpi the words "TrinitylERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation'Report i,� displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Re[
distributors and shall be available for inspection at the job site
This Evaluation Report consists of pages 1 through 14.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will
distributing products it evaluates.
2. Trinity) ERD is not owned, operated or controlled by any company
3. Robert Nieminen, P.E. does not have nor will acquire, a financial in
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial it
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Rober
project on which this Evaluation Report, or previous versions there
specifically for that purpose.
rt shall be provided to the user by the manufacturer or its
the request of the Building Official.
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 09/14/2017. This does not serve as an electronically
signed document.
acquire, a financial interest in any company manufacturing or
nufacturing or distributing products it evaluates.
est in any company manufacturing or distributing products for
in any other entity involved in the approval process of the
Nieminen, P.E. are, in any way, the Designer of Record for any
)f, is/was used for permitting or design guidance unless retained
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produc
following sections of the 5th Edition (2014) Florida Buildir
Compliance is subject to the Installation Requirements and
2. STANDARDS:
Section
1504.3.1
1504.3.1
1507.2.3 / 1507.1.1
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
1507.11.2
1507.11.2
1523.6.5.2.1
TAS 110
REFERENCES:
Kaivit
FM Approvals (TST 1867)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI (TST 5878)
PRI(TST 5878)
PRI (TST 5878)
MTI (TST 2508)
MTI (TST 2508)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
Exterior Research and Design, I.I.C.
Certificate of Authorization N9503
Property
Wind Uplift
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Accelerated Weath(
Examination
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
�I TRINITY ERD
by Polyglass USA, Inc., have demonstrated compliance with the
Code through testing in accordance with the following Standards..
mitations / Conditions of Use set forth herein.
C" EDITION (2017) FBC N
Polyglass Roof Underlay
Standard
FM 4474
UL 1897
ASTM D226
ASTM D1970
FRSA/TRI April 2012
ASTM D6164
ASTM D6222
TAS 103
TAS 110
Reference
3004091
PRIO1111
PUSA-005-02-01
PUSA-013-02-01
PUSA-013-02-02
PUSA-013-02-03
PUSA-018-02-01
PUSA-028-02-01
PUSA-033-02-01
PUSA-035-02-01
PUSA-055-02-02
PUSA-061-02-02
PUSA-076-02-01
PUSA-083-02-01
PUSA-088-02-01
1X20H7A
RX14E8A
11752.09.99-1
11757.08.01-1
11776.06.02
02200.07.03
P1740.01.07
P5110.04.07-1
P9260.03.08
P13450.08.09
P30540.11.09-111
P11030.11.09-1
P11030.11.09-2
P11030.11.09-3
P33360.06.10
P33370.03.11
P33370.04.11
P37300.10.11
iZ EVALUATION
1570)384-1230
Year
2011
2012
2009
2015
2012
2011
2011
1995
2000
Date
01/12/2000
04/08/2002
01/31/2002
12/23/2002
12/23/2002
12/23/2002
07/14/2003
07/13/2005
01/12/2006
09/29/2006
12/10/2007
01/28/2008
02/22/2008
04/14/2008
07/29/2009
04/01/2008
01/29/2009
02/08/2000
08/13/2001
01/16/2003
07/14/2003
01/04/2007
04/11/2007
03/21/2008
08/13/2009
11/30/2009
11/30/2009
11/30/2009
11/30/2009
06/25/2010
03/02/2011
04/26/2011
10/19/2011
Evaluation Report P32060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 2 of 14
Entity
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ERD (TST 6049)
ICC-ES (EVL 2396)
Miami -Dade (CER 1592)
Polyglass USA
Polyglass USA
Polyglass USA
UL, LLC. (QUA9625)
4. PRODUCT DESCRIPTION:
Examination
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Physical Properties
Wind Uplift
Physical Properties
Wind Uplift
Physical Properties
Physical Properties
Physical Properties
IBC Compliance
HVHZ Compliance
Manufacturing Affic
PA Affidavit
Materials Affidavit
Quality Control
Reference
P40390.08.12-1
P40390.08.12-2
C41420.09.12-3
P39680.03.13
P45370.04.13
P1738.02.07-R2
11757.04.01-1-R1
P41630.08.13
P11751.05.03-R1
P11781.11.03-R1
P45270.05.14
6020.07.14-1
6020.09.14-2
6020,09.14-3
6020.09.14-4
6020.09.14-5
6020.09.14-6
P46520.10.14
P44360.10.14
P43290.10.14
PLYG-SC7550.03.15
P40390.04.15
PLYG-SC8080.05.15-1
PLYG-SC8905.05.16-1
PLYG-SC8080.07.16
PLYG-SC12025.10.16
PLYG-SC13040.12.16
PLYG-SC11900.03.17
PLYG-SC12115.08.17
ESR-1697
NOA 14-0717.08
Products Current
Mule -Hide Cross Ltg
Polystick SA Compound
Service Confirmation
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 Ibitumen base sheet.
4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphalti� base sheet.
4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet.
��TRINI*ERD
Date
08/06/2012
08/07/2012
09/11/2012
03/04/2013
04/26/2013
04/29/2013
04/30/2013
08/06/2013
11/26/2013
11/26/2013
05/12/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
09/08/2014
10/03/2014
10/07/2014
10/17/2014
03/24/2015
04/03/2015
05/20/2015
05/17/2016
07/16/2016
10/12/2016
12/27/2016
03/10/2017
08/08/2017
11/01/2014
01/22/2015
02/18/2009
03/01/2008
08/18/2011
Exp.10/05/2018
4.2 Self -Adhering Underlayments:
4.2.1 Polystick MTS is a nominal 60-mil thick rubberized a phalt waterproofing membrane, glass fiber reinforced, surfaced
with polyolefinic film surface; meets TAS 103.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized sphalt waterproofing membrane, glass fiber reinforced, with an
aggregate surface; meets ASTM D1970.
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberize asphalt waterproofing membrane, glass fiber reinforced, with a
polyester fabric surface; meets ASTM D1970 and TAS 1163.
Exterior Research and Design, I.I.C. v Evaluation Report P12060.02.09-R23
Certificate o/Authorization #9503 6T" EDITION 12017) FBC NO -HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Underlaym nts;1570) 384-1230 Revision 23: 09/14/2017
Page 3 of 14
4.2.4
4.2.5
4.2.6
4.2.7
4.2.8
4.2.9
Polystick TU P is a nominal 130-mil thick r
reinforced, with a granular surface; meets ASTM
Polystick TU Max is a nominal 60-mil thick rubt
fabric surface; meets ASTM D1970 and TAS 103.
\l TRINITY I ERD
ed asphalt waterproofing membrane, glass-fiber/polyester
and TAS 103.
asphalt waterproofing membrane with a 190 g/m2 polyester
Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -A P Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester
reinforced, APP modified bitumen cap sheets; met FRSA/TRI April 2012.
Polystick Dual Pro'"' is a nominal 60-mil thick ual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets STM D1970.
Polystick Tile Pro"A is a nominal 60-mil thick ual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets STM D1970 and TAS 103.
Polystick MU-X is a nominal 54-mil thick du I -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; m ets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened -and/or Bonded, Underlay ents:
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" (AST D6380, Class M) in the "Single Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened the oof 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 polyest r reinforced, SBS modified bitumen cap sheets; meet ASTM D6164.
Elastoflex S6 G and Elastoflex S6 G FR are for us as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI pril 2012 (04-12) beneath mechanically fastened tile roof systems.
Elastoflex S6 G is for use as an alternate to Hot A phalt 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 he "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 rein orced, APP modified bitumen cap sheets; meet ASTM D6222.
Polyflex G is for use as an alternate to Heat Appli d "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012
(04-12) beneath mechanically fastened or adhered ile roof systems. Polyflex G FR is for use as an alternate to Heat
Applied "Cap Sheet" in the "Two Ply System" fro FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity
Record for any project on which this Evaluation RI
design guidance unless retained specifically for that
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Rep
ratings of this product.
5.4 Polyglass Roof Underlayments may be used with an
within FBC approval documents. If not listed, a
approval based on this evaluation combined with sL
RD nor Robert Nieminen, P.E. are, in any way, the Designer of
ort, or previous versions thereof, is/was used for permitting or
urpose.
refer to current Approved Roofing Materials Directory for fire
prepared roof cover where the product is specifically referenced
equest may be made to the Authority Having Jurisdiction for
porting data for the prepared roof covering.
Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23
Certlftate of Authorlxation#9503 6'" EDITION (2017) FBC NO -HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlaym nts; (570) 384-1230 Revision 23: 09/14/2017
Page 4 of 14
TRINITY ERD
5.5 Allowable Roof Covers:
TABLE 1: hOOF
COVER OPTIONS
Underlayment
Asphalt Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
& Shingles
Slate
Elastobase
Yes
Yes
(Base Sheet in 2-ply syst
m)
Yes
(Base Sheet in 2-ply system)
Yes
Yes
Yes
ElastobaseP
Yes
(Base Sheet net-plysyst
m)
es
(Base She., In2-ply system)
Yes
Yes
Yes
Polyglass G2Base
No
s
(Base Sheet ne2-ply system)
Yes
(Base Sheet In 2-ply system)
NO
No
NO
Polyglass APP Base
No
Yes
(Base Sheet In 2-ply syste
)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick IR-Xe
Yes
No
No
No
Yes
Yes
Polystick TU P
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polystick TU Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick TU Max
No
Yes
Yes (See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
No
No
Yes
Yes
Yes
Polystick Tile Pro
Yes
Yes
Yes (See 5.5.1)
Yes
Yes
Yes
Polystick MU-X
Yes
No
No
Yes
Yes
Yes
Elastoflex S6 G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Elastoflex 56 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following A proved the adhesives / underlayment combinations..
TABLE
1A: ALLOWABLE TILE ADH
SIVE / UNDERLAYMENT COMBINATIONS
Adhesive
Florida Product
Underlayments
Approval
DAP Foam Touch 'n Seal StormBond Roof
Tile Adhesive
FL14506
P lystick TU Plus, Polystick TU Max
Dow TileBond'"
FL22525
P lystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro
P lystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® AH-160
FL6332
Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
ule-Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
P I lystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro,
ICP Adhesives Polyset® RTA-1
FL6276
Elstoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR,
ule-Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR)
Polyglass PolyLok Roof Tile Adhesive
FL17855
Polystick TU Plus or Polystick TU Max
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Prod uc I Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization N9S03 6'" EDITION (2017) FBC N N-HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlay rtlents; (570) 384-1230 Revision 23: 09/14/2017
Page 5 of 14
5.6
5.6.1
5.6.2
Allowable Substrates:
Direct -Bond to Deck:
Polystick (all variations), Dual Pro, Tile Pro, Polyfli
(FR) self -adhered to:
➢ New untreated plywood; ASTM D41 primed ni
plywood; New or existing, unprimed OSB; F
Southern Yellow Pine; ASTM D41 primed st
(designed and installed to meet wind loads for
\I TRINITY ERD
SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
r untreated plywood; Existing plywood; ASTM D41 primed existing
FM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
ctural concrete; Huber Engineered Woods "ZIP System" Panels
Note: Polyglass does not require priming of new �r existing plywood or OSB sheathing. New or existing plywood or
OSB sheathing'should be cleaned of all dirt and deoris prior to application of Polystick membranes.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G OR in hot asphalt to:
➢ 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, ule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type II, Class 1 polyisocyanura a or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FI
➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Ri
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete; Dens De(
in hot asphalt to:
)f Board.
Prime or SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached pre ared roof coverings, insulation shall be attached per minimum
requirements of the prepared roof covering manu acturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed b a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance ith FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, M Ile -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR''
➢ ASTM D226, Type I or II felt; Elastobase; Elastoba
Polyflex G or Polyflex G FR torch -applied to:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Po
For installations under mechanically attached preps
codified requirements. For installations under foal
requirements of FRSA/TRI April 2012 (04-12), Appen`
accordance with FBC Section 1504.3.1.
n hot asphalt to:
e P, Mule -Hide Nail Base or Polyglass G2 Base.
Iglass G2 Base or Polyglass APP Base.
red roof coverings, base layer shall be attached per minimum
n-on tile systems, base layer shall be attached per minimum
fix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificote of Authorization #9503 6'" EDITION (2017) FBC NO -HVHZ EVALUATION FL5259-R27
Polyglass Roof Underlayme ts; (570) 384-1230 Revision 23: 09/14/2017
Page 6 of 14
5.6.4
address wind uplift resistance of all underlayme
forms part of the load -path. The following wi
addressed in FRSA/TRI April 2012 (04-12) and ar(
result of testing for wind load resistance based
divided by 2 (the 2 to 1 margin of safety per FBC
12), Appendix A, Table 1A or FBC 1609 for deterrr
��TRINITYJERD
:oam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not
it systems beneath foam -on tile systems, where the underlayment
id. uplift limitations apply to underlayment systems that are not
used in foam -on tile applications. Maximum Design Pressure is the
in allowable wind loads, and reflects the ultimate passing pressure
1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
jnation of design wind loads.
#1 Maximum Design Pressure = -90 psf:
Deck: Min.15/32-inch plywood to meet proje t
Primer: None
Underlayment: Polystick TU P, Polystick TU Plus, Polystic
Mule -Hide SA-APP Cap Sheet (FR), self -aid
#2 Maximum Design Pressure = -97.5 psf:
Deck: Min. 15/32-inch plywood to meet proje t
Primer: PG100 or ASTM D41
Underlayment: Polystick TU P, Polystick TU Plus, Polysti
Mule -Hide SA-APP Cap Sheet (FR), self-
1Y4" ring shank nails through 32 ga., 1-5/
#3 Maximum Design Pressure=-105 psf:
Deck: Min. 15/32-inch plywood to meet projec
Primer: WB-3000
Underlayment: Polystick TU P, Polystick TU Plus, Polystic
Mule -Hide SA-APP Cap Sheet (FR), self -a
1Y4" ring shank nails through 32 ga., 1-5/£
requirements to satisfaction of Authority Having Jurisdiction.
TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
requirements to satisfaction of Authority Having Jurisdiction.
TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
iered and back -nailed within the selvedge -edge side laps using 12 ga. x
diameter tin caps spaced 12-inch o.c.
requirements to satisfaction of Authority Having Jurisdiction.
TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
hered and back -nailed within the selvedge -edge side laps using 12 ga. x
diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure = -135 psf:
Deck: Min.15/32-inch plywood to meet projec requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 or ASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V ver 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 -ad ered.
#5 Maximum Design Pressure = -315 psf:
Deck: Structural concrete to meet project requi ements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Polystick TU P, Polystick TU Plus, Polystic 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 requir
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied i
#7 Maximum Design Pressure = -30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requi
Base Sheet: Elastobase or Mule -Hide Nail Base (poly-fil
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diami
Spacing: 6-inch o.c. at the 3-inch wide side laps and
Underlayment: Polystick TU P, Polystick TU Plus, Polystick
Mule -Hide SA-APP Cap Sheet (FR), self-adh
#8 Maximum Design Pressure = -37.5 psf*:
Deck: Min. 15/32-inch plywood to meet project I
Base Sheet: Elastobase or Mule -Hide Nail Base (poly-fil
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diami
Spacing: 6-inch o.c. at the 3-inch wide side laps and
Underlayment: Polystick TU P, Polystick TU Plus, Polystick
Mule -Hide SA-APP Cap Sheet (FR), self-adh
Exterior Research and Design, LLC.
Certificate of Authorization #9503 61" EDITION (2017) FBC N
Polyglass Roof Underlay
to satisfaction of Authority Having Jurisdiction.
full mopping of hot asphalt or Polyflex G, torch -applied.
ments to satisfaction of Authority Having Jurisdiction.
top surface)
r round metal cap nails
inch o.c. at two (2) equally spaced staggered center rows.
£ Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
luirements to satisfaction of Authority Having Jurisdiction.
top surface)
!r round metal cap nails
inch o.c. at two (2) equally spaced staggered center rows.
) Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Evaluation Report P32060.02.09-R23
4Z EVALUATION FL5259-RZ7
(570) 384-1230 Revision 23: 09/14/2017
Page 7 of 14
\I TRINITY J ERD
#9 Maximum Design Pressure = -37.5 psf*:
Deck: Min. 19/32-inch plywood to meet proje t requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, TEd
a II felt
Fasteners: 11 ga, x 1.25-inch long x 1-inch head dieter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps 12-Inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applie in full mopping of hot asphalt.
#10 Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-Inch x 3/8-inch head diame er 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 a d 4-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Polystick TU P, Polystick TU Plus, Polysti k TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -a hered or Elastoflex G TU, applied in full mopping of hot asphalt.
#11 Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to meet projec requirements to satisfaction of Authority Having Jurisdiction. :I:
Base Sheet: Two (2) Iayers.ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head di meter 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 an 9-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Polystick TU P, Polystick TU Plus, Polystic TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -a hered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure = -45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -as halt 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 an 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 psf:
Deck: Min. 15/32-inch plywood to meet project equirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -as halt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied n full mopping of hot asphalt or Polyflex G, torch -applied.
#14 Maximum Design Pressure = -52 5 psf:
Deck: Min.15/32-inch plywood to meet project I
Base Sheet: Elastobase or Mule -Hide Nail Base (poly-fil
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and
Underlayment: Polystick TU P, Polystick TU Plus, Polystick
Mule -Hide SA-APP Cap Sheet (FR), self-adh
#15 Maximum Design Pressure = -52 5 psf:
Deck: Min. 15/32-inch plywood to meet project r
Base Sheet: Elastobase (sanded top surface for hot -asp
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied i
#16 Maximum Design Pressure =• 60 psf:
Deck: Min.19/32-inch plywood to meet project r
Base Sheet: Elastobase (sanded top surface for hot -asp
Fasteners: 11 ga. x 1.25-Inch long x 3/8-inch head diar
Spacing: 8-inch o.c. at the 4-inch wide side laps and
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied i
Exterior Research and Design, U.C.
Certificate o/Authorizotion #9503 6'" EDITION (2017) FBC N
Polyglass Roof Underlay
�uirements to satisfaction of Authority Having Jurisdiction.
top surface)
ich o.c. at four (4) equally spaced staggered center rows.
Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
rements to satisfaction of Authority Having Jurisdiction.
or torch -applied cap or poly -film surface for torch -applied cap)
-inch o.c. at four (4) equally spaced staggered center rows.
full mopping of hot asphalt or Polyflex G, torch -applied.
auirements to satisfaction of Authority Having Jurisdiction.
31t or torch -applied cap or poly -film surface for torch -applied cap)
eter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
-inch o.c. at three (3) equally spaced staggered center rows.
full mopping of hot asphalt or Polyflex G, torch -applied.
AZ EVALUATION
(570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 8 of 14
#17 Maximum Design Pressure = -60 psf:
Deck:
Min.19/32-inch plywood to meet projei
Base Sheet:
Elastobase (sanded top surface for hot-i
Fasteners:
\Spacing:
OMG #12 Standard Roofgrip with OMG
12-inch o.c. at the 4-inch wide side laps
Underlayment: Elastoflex G TU or Elastoflex S6 G, applie
#18 Maximum Design Pressure = -67.5 osf:
�TRINITY IERD
requirements to satisfaction of Authority Having Jurisdiction.
phalt or torch -applied cap or poly -film surface for torch -applied cap)
at Bottom Metal Plates
nd 12-inch o.c. at two (2) equally spaced staggered center rows.
I in full mopping of hot asphalt or Polyflex G, torch -applied.
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 d ameter 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 at d 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, app led in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
#19 Maximum Design Pressure = -75 psf:
Deck: Min. 15/32-inch plywood to meet projec
Base Sheet: Polyglass G2 Base or Polyglass APP Base li
Fasteners: Dekfast #14 with Dekfast Hex plates, ON
OMG Flat Bottom Plates (AccuTrac),
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps a
Underlayment: Elastoflex G TU or Elastoflex S6 G, appl
applied.
#20 Maximum Design Pressure = -90 psf:
requirements to satisfaction of Authority Having Jurisdiction.
-equires use of torch -applied underlayment)
G #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
ufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
10-inch o.c. at three (3) equally spaced staggered center rows.
In full mopping of hot asphalt or torch -applied or Polyflex G, torch-
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot as halt 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 an 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
#21 Maximum Design Pressure = -90 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 -as halt 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 an 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
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Tru
Spacing: 6-inch o.c. at the 4-inch wide side laps an
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied
#23 Maximum Design Pressure = -90 osf:
Deck: Min.15/32-inch plywood to meet project i
Base Sheet: Polyglass G2 Base or Polyglass APP Base (n
Fasteners: Dekfast #14 with Dekfast Hex plates, OMi
OMG Flat Bottom Plates (AccuTrac), Tri
Fasteners
Spacing: 9-inch o.c. at the 4-inch wide side laps and
Underlayment: Elastoflex G TU or Elastoflex S6 G, applie
applied.
to satisfaction of Authority Having Jurisdiction.
ast 3" Metal Insulation Plates
6-inch o.c. at three (3) equally spaced staggered center rows.
n full mopping of hot asphalt.
auirements to satisfaction of Authority Having Jurisdiction.
wires use of torch -applied underlayment)
#14 HD with OMG *3" Galvalume Steel Plates, OMG Roofgrip #14 with
ist HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
inch o.c. at four (4) equally spaced staggered center rows.
In full mopping of hot asphalt or torch -applied or Polyflex G, torch -
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NO -HVHZ EVALUATION FL5259-1127
Polyglass Roof Underlaymgnts; (570) 384-1230 Revision 23: 09/14/2017
Page 9 of 14
#24 Maximum Design Pressure = -97.5 psf:
Deck: Min. 19/32-inch plywood to meet proje
Base Sheet: Elastobase or Mule -Hide Nail Base (poly
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diame
Spacing: 4-inch o.c. at the 4-inch wide side laps a
Underlayment: Polystick TU P, Polystick TU Plus, Polysti
Mule -Hide SA-APP Cap Sheet (FR), self-z
#25 Maximum Design Pressure = -105 psf:
Deck: Min. 15/32-inch plywood to meet proje
Base Sheet: Elastobase (sanded top surface for hot -
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps a�
Underlayment: Elastoflex G TU or Elastoflex S6 G, applie
#26 Maximum Design Pressure = -120 psf:
Deck: Min. 15/32-inch plywood to meet proje
Base Sheet: Elastobase (sanded top surface for hot -
Fasteners: OMG #12 Standard Roofgrip or OMG #111
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps ar
Underlayment: Elastoflex G TU or Elastoflex S6 G, applie
#27 Maximum Design Pressure = -120 psf:
Deck: Min.15/32-inch plywood to meet projec
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Tr
Spacing: 6-inch o.c. at the 4-inch wide side laps ar
Underlayment: Elastoflex G TU or Elastoflex S6 G, applie
5.6.4.1 All other direct -deck, adhered Polyglass underla
Design Pressure of -45 psf.
\,\I TRINITY ERD
requirements to satisfaction of Authority Having Jurisdiction.
Im top surface)
!r annular ring shank roofing nails at 1-5/8-inch diameter tin caps
14-inch o.c. at four (4) equally spaced staggered center rows.
TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
requirements to satisfaction of Authority Having Jurisdiction.
)halt or torch -applied cap or poly -film surface for torch -applied cap)
6-inch c.c. at three (3) equally spaced staggered center rows.
in full mopping of hot asphalt or Polyflex G, torch -applied.
requirements to satisfaction of Authority Having Jurisdiction.
Shalt or torch -applied cap or poly -film surface for torch -applied cap)
Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
16-inch o.c. at five (5) equally spaced staggered center rows.
in full mopping of hot asphalt or Polyflex G, torch -applied.
requirements to satisfaction of Authority Having Jurisdiction.
fast 3" Metal Insulation Plates
16-inch o.c. at five (5) equally spaced staggered center rows.
in full mopping of hot asphalt.
systems beneath foam -on the systems carry a Maximum
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), A pendix 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 160 . In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to re ist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1- 9 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 Po 1, glass 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 exlposed for longer than 90-days after installation.
Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Ti a Pro or Elastoflex G TU shall not be left exposed for longer than
180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP C p 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 r Polyflex G FR does not have an exposure limitation, unless the
prepared roof covering is to be adhesive -set the Elastoflex S6 G or Polyflex G only), in which case the maximum
exposure is 180 days.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt in a dry condition, tested at standard la�houlcl
oratory conditions. Agreement between purchaser and seller, as
set forth in Section 4.3, Note 1 of ASTM D1970-15, be established as to slip resistance.
Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23
Certificate ofAuthorizatlon #9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION F1.5259-1127
Polyglass Roof Underlay ents; (570) 384-1230 Revision 23: 09/14/2017
Page 10 of 14
5.9
\I TRINITY ERD
When loading roof tiles on the underlayment indirect -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be excee ed by using battens during loading of the roof tiles.
TABLE 2: TILE SLIPPAGE UMITATI
NS FOR DIRECTrDECK71LE'INSTALLATIONS; .
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 S6 G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polystick MTS
Flat or Lugged
Prohibited without battens
N/A
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-tile 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
6:12
Polyflex G or G FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
Polyflex SA P or SA P FR
Flat or Lugged
6-tile stack (4 over 2)
4:12
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed n accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 her in and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for rotruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime he substrate (if applicable).
6.3 Elastobase, Elastobase P or Mule -Hide Nail Base:
6.3.1 Non -Tile Applications:
Shall be installed in compliance with the codified equirements for ASTM D226, Type II underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
Elastobase, Elastobase P or Mule -Hide Nail Base ay be covered with a layer of Polystick, Polyflex SAP, Polyflex SA
P FR, Mule -Hide SA-APP Cap Sheet or SA-APP C p 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, aIs set forth in Table 1.
6.3.2 Tile Applications:
Elastobase, Elastobase P or Mule -Hide Nail Base are? limited to use as a mechanically attached base sheet in the "Two
Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with
FRSA/TRI April 2012 (04-12) Installation Manual.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R23
CertlfcateofAuthorization #9503 6'" EDITION (2017) FBC No -HVHZ EVALUATION FL5259-RZ7
Polyglass Roof Underlaym nts; (570) 384-1230 Revision 23: 09/14/2017
Page 11 of 14
QOTRINITYIERD
6.4 Polystick MTS, IR-Xe, TU P, TU Plus, TU Max, Dua Pro, Tile Pro or,MU-X or Polyflex SAP,.Polyflex,SAP F.R,,Mule-Hide.
SA-APP Cap Sheet or Mule -Hide SA-APP Cap She t (FR):
6.4.1 Shall be installed in compliance with the codified equirements for ASTM D1970 underlayment in FBC Table 1507.1.1
for the type of prepared roof covering to be instaliled.
6.4.2
All self -adhering materials, with the exception of 113olystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be ba k-nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide Back Nailing Guide. Nails shall be corrosion r sistant, 11 gauge ring -shank type with a minimum 1-inch diameter
metal disk or Simplex -type metal cap nail, at a inimum rate of 12" o.c. Polystick TU Plus should be back -nailed
using the above noted fasteners and spacing, in a lea marked "nail area, area para clavar" on the face of membrane.
The head lap membrane is to cover the area being ack-nailed.
All seal -lap seams (selvage laps) must be
firmly rolled with a minimum 28 lb. hand
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the top sheet to the end of the glue pattern
(the sheet will overlap the fabric).
All over -fabric and over -granule end -laps shall hav
Wet/Dry Cement or Polyglass PG500 Modified Cen
Polystick TU Plus, Dual Pro and Tile Pro may not bi
or exposed roof to wall details
Repair of Polystick membranes is to be accomplishe
Polyglass PG500 Modified Cement to the area in
Polystick material of like kind, set and hand rolle
installed in a water shedding manner.
Ali Polystick membranes shall be installed to ens
minimum of 40-lb weighted -roller or, on steep slot
for the field membrane. Hand rollers are acceptabl
roof that are not accessible to a large roller or broo
6.4.3
of Ovelap Seam of Dual Pro and Tile Pro
a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
ent appliedin between the application of the lap.
used in any exposed application such as crickets, exposed valleys,
Reference is made to FRSA/TRI April 2012 (04-12)
noted above as a guideline.
For mechanically fastened tile roofing over 2-ply syst�
Sheet fastening shall be not less than FRSA/TRI April;
For adhesive -set tile applications, refer to Section S.
For nail -on tile systems over Polystick MTS, battens a
6.4.4 Two (2) Ply Underlavment Systems:
Polystick MTS followed by Polystick MTS, TU P, TU P
under mechanically attached prepared roof systems.
This is not a requirement, but is allowable if a 2-ply ur
by applying Polyplus 50 Premium Modified Wet/Dry Cement or
eed of repair, followed by a minimum 6 x 6 inch patch of the
in place over the repair area. Patch laps, if needed, shall be
full contact with approved substrates. Polyglass requires a
use of a stiff broom with approximately 40-lbs of load applied
r rolling of patches, laps (min. 28 lb roller) or small areas of the
ristallation Manual and Table 1 herein, using the instructions
i, consisting of Base Sheet and self -adhering top sheet(s), Base
12 (04-12), Table 1.
herein.
required for loading / staging of the tile.
is, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use
Limits of use are those associated with the top -layer material.
lerlayment system is desired.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of Authorization #9503 6T" EDITION (2017) FBC NONjjHVHZ EVALUATION FL5259-1127
Polyglass Roof Underlaymets; (570) 384-1230 Revision 23: 09/14/2017
Page 12 of 14
Q0
�RINITYJERD
6.5 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G R:
6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use in tile applicatio s:
✓ Elastoflex G TU is for use as an alternate to " ineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) eneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" fr m FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Min ral 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" frdm 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 " ineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) b Heath mechanically fastened the roof systems or the Hot Asphalt
applied "Cap Sheet" in the "Two Ply System" fro FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elasto lex S6 G or Elastoflex 56 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 en laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyo I d the lap edge.
6.6 Polyflex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in comp lance with current Polyglass published installation requirements.
For use in tile applications:
✓ Polyflex G is for use as an alternate to the Heat A plied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April
2012 (04-12) beneath mechanically fastened or ad ered tile roof systems (Base Sheet Limited per 5.6.3).
✓ Polyflex G FR is for use as an alternate to the He t 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).
6.6.2 Polyflex G or Polyflex G FR shall be fully torch-app ied 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 ensur 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 prey nts the slippage and/or damage to the underlayment. Refer to
Table 2 herein, and Polyglass published requirements or tile staging.
6.7.2 Battens and/or Counter -battens, as required by the til manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions sh uld be taken as needed, such as the use of battens or sail-
boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
6.7.3 Polyglass specifies the minimum cure time after
roofing tiles is forty-eight (48) hours,
of self -adhering membranes and before loading of
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23
Certificate of Authorizotion#9503 C" EDITION (2017) FBC NON-H HZ EVALUATION F1.5259-1127
Polyglass Roof Underlayment�; (570) 384-1230 Revision 23: 09/14/2017
Page 13 of 14
i
il
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Ju
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product
plants have qualified products under their respective phy
�PTRRINITYJERD
liction in order to properly evaluate the installation of this product.
ations covered for F.A.C. 61G20-3 QA requirements. The following
I properties specifications.
Plant
Specificatiod
Product Us
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 D1970 & TAS 103
PolystickTU Plus
ASTM D1970 & TAS 103
Polystick TU Max
Tuscaloosa, AL
ASTM D4601, ype II
Polyglass G2 Base
Winter Haven, FL
ASTM D226 (physicals)
Elastobase, Elastobase P
ASTM D6509
Polyglass APP Base
TAS 103
Polystick MTS
ASTM D1970 & TAS 103
Polystick TU P
FRSA/TRI April 2012
Polyflex SAP, Polyflex SA P FR
ASTM D1970
Polystick Dual Pro
ASTM D1970 8. TAS 103
Polystick Tile Pro
ASTM D6164
Elastoflex S6, Elastoflex S6 G FR
ASTM D6222
Polyflex G, Polyflex G FR
DUALITY ASSURANCE tNTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.co
- END OF EV
Exterior Research and Design, I.I.C.
Certificate ofAuthorizatfon #9503 6T" EDITION (2017) FBC
Polyglass Roof Underl:
REPORT -
HZ EVALUATION
(570) 384-1230
Evaluation Report P12060.02.09-R23
FL5259-R27
Revision 23: 09/14/2017
Page 14 of 14