HomeMy WebLinkAboutProduct ApprovalRECI `ED OCT 12 2017
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Product Evaluation Report
G
26 Ga. GulfRibTm Roof Panel over 15132" Plywood
Florida Product Approval #11-16 '
Florida Building Code 2014
ST. LUCIE COUNTY Per Rule 61 G20-3
BUILDING DIVISION Method: 1 —D
F;i��9E��dfs�
FOR 00 P B
REVIEWED BY L�
DATE �D— `- —
PLANS AND PlrRMIT
MUST BE KEPT ON JOB OR
`NO INSPECTION WILL BE MADE
Category: Roofing
Subcategory: Metal Roofing
pliance Method: 61 G20-3.005(1)(d)
NON HVHZ
CONCEALED FASTENERS ORMACHMENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
Product Manufacturer:
Gulf Coast Supply &Manufacturing, LLC.
14429 SW 2nd Place, Suite G30 �`�` `� S S �''�
Newberry, FL 32669 ;CEN• k�5/�; ;
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO 9V CRRECTIONS
REQUIRED DY HELD INSKNCTO88 THAT
MAYBE NECESSARY IN MEN TO
COMPLY WITH " APPWQA84 CODEEa `
FL# 11651.22 R2 • JUNE 15. 2015
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
No. 7551
-o
STATE OF .'Q:
''l,; ONA L -ENS,'`, .
o.613 75
Pages 1 — 5
IIJL�' F
zt-114
Compliance Statement:
The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description:
GulfRibTM, 3/a" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage,
through fastened roof panel 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 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: Min. 80.Oksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018" Minimum
Width: 36" Coverage
Rib Height: 3/a" Major Rib at 9" O.C.
Panel Fastener:
#9-15x1.5" HWH with sealing washing or approved equal
1/a" minimum penetration through plywood.
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description:
Minimum 15/32" thick, APA Rated plywood over u ports at maximum 24" O.C.
Design of plywood and plywood sup s are outsi a scope of this evaluation.
Must be designed in accordance w Flo a' Building Co 2014.
Design Uplift Pressures:
Table "A"
Fastener Pattern
Design Pressure includes a Safety
FL# 11651.22 R2 • JUNE 15, 2015
6.5"-2.5"-6.5"-
2.5"6.5"-2.5"-6.5"
C UAIA.py
r� ���Z5�120 el
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
• UL 580-06 - Test for Uplift Resistance of Roof Assemblies
• UL 1897-04 - Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94 / 1897-98 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST 5328)
Report No. 117-0062T 07A, B, Dated 02/19/2007
2. 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.
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
Quality Assurance Entity: 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.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 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.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
FL# 11651.22 R2 • JUNE 15, 2015
� Xr L�iJ �` rill
Roof Panel Fire Classification: 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 2014 Section 1609 or ASCE 7-10
using allowable stress design. The maximum fastener spacing listed herein shall
not be exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL# 11651.22 R2 • JUNE 15, 2015
ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood
- r. r,:i�_,_,y,,�_12"Gable_ rlHiRooFr,lNirdS-
BulldlmgsahauinggaRoof�MeanHelght s20Roof-Slope 2#J12, �� {� , h_�, P t ;°
a {s.'ti53i.i .":a,•,r s,,,.,3,+., r:. tw:w ba ��r " t,�"'•,: A� .r.Y.... Q ..�'."7.
1�sOmph; ExposereC'Rlsk,CategoryllnclosedBull, tlingbased o .Florida BulltllmgCode 20a14,.Nay
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
SPEED (MIN.1/4" (MIN. 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
Penetration) SPACING SPACING SPACIN,G� SPACING SPACING SPACING SPACING
f;v rs:`e.^ s,.q•,.i*J�.'+. �,y-*i,.--`"=✓' "Y;, "6'?`"*'`.:: .`"=c'w1 Lr2g
iONE+ I5X `' " PI. _ ood ``' '24"„t PE 1 '24 , 7Tj�l'aPE.+1 24c TYPEy.-}u.a�3 E 117hrm1j! ]Ei,�+3!` '''+G�:vt"' ',ifs ./
•r t �.,.�
ZONE 2 09-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 2
F":" :.� :�:5�.'"�"..g:Y`.""= '5 -y�.�--`-t.a.�k:.�oY�� `t. ��,� P,r,�,.,�' L'- sx�n�ti.:�"".,.�ft rt ,� .j Ee.: � �y. . s�'.'; ::.'3,s � .;� Rau. ,�„�•`S.`�
>" "� -' "�-1i x1 5"?h 'r }API "' oOd s 24 7TYPE 1 '24, TYPE#h1 24;;; TYPE ''1 A, TYPE 2 12,;,TgYPE 2� 2,X,vT�YPEr2 [ 12 z TIiPEF
i�:-::..,. I .'ct-.1.. �r'•:., ..��G+L'�. (s«'.fam'.l'i.i.s� f T ..C.�' �C.� <'A 1.,.'a
1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL.
2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL
3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25
PSF @ 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.) PLYWOOD DECKING: MIN. 15h2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.) 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 ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
uio onnc
^IUNtL ZONE3—
i
'-----------------•
RIDGE // //
\ \ / / .
ZONE \\ \\
em¢
Note: Dimension (a) Is aerinea as aura oTine minimum wtuui ut Lim uununiy v,
40% of the mean height of the roof, whichever is smaller, however, (a) cannot be
=a less than either 4% of the minimum width of the building or 3 feet.
TYPE 1 FASTENER PATTERN
ZONE Z GABLE ROOF ';ar
I
— 1—-----------------a
t
RIDGE
I '
----- -------------
----------------------' �a
� ZONE
�\---------1
OZONE 3 —tnvt
FL# 11651.22 R2 • JUNE 15, 2015
At
Cont:Tape Seal for use on Slopes less than 3:1
#9.15 x 1-1/2' w/Sealer Washer @ 24' O.C. Max.
TYPE 2 FASTENER PATTERN
Cont"rape Seal for use on Slopes less than 3:1
#9.15 x 1.112, w/Sealer Washer @ 12' O.C. Max.
RECEIVED-ULT 12 2917 -
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uct ADoroval Menu > Product or Application Search > Application List > Application Detail
FL # FL11651-R2
•
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Gulf Coast Supply & Manufacturing, LLC.
Address/Phone/Email 4020 S. W. 449th Street
Horseshoe Beach, FL 32648
(352)498-7852
ray@gulfcoastsupply.com
Authorized Signature Ray Bowen
ray@gulfcoastsupply.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Daniel S. Kuhn
the Evaluation Report
Florida License PE-75519
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/12/2024
Validated By Locke Bowden
O Validation Checklist - Hardcopy Received
Certificate of Independence FL11651 R2 COI Cert of Ind Kuhn Ena.odf
FL11651 R2 COI Letter of Name change.odf
Referenced Standard and Year (of Standard) Standard
FM 4471
TAS 100
TAS 110
TAS 125
UL 1897
UL 580
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1992
1995
2000
2003
2004
2006
t 1 - � y t �'t' lr�• _
Product Approval Method Method i Option D
Date Submitted
07/O1/2015
Date Validated
07/10/2015
Date Pending FBC Approval
07/18/2015
Date Approved
08/18/2015
Summary of Products
Go to Page �i1 Page 1 / 2
FL #
Model, Number or Name
Description
11651.1
0.032" Aluminum 5V Crimp
0.032" 5 V Crimp Aluminum Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-308.5PSF
Other: -108.5 psf @ 12" o.c. Install per manufacturers
details. Not for use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 1 R2 0325vCrimo 15-
32Pivwood NonHVHZ.odf
FL11651 R2 II 14FL11651 1 R2 Metal Roof Panel Detail.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 1 R2 0325vCrimD 15-
32Plvwood NonHVHZ.Ddf
Created by Independent Third Party: Yes
11651.2
0.032" Aluminum Gulf Lok
0.032" Aluminum Gulf Lok 16" Wide Roof.Panel over 15/32"
Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.0PSF
Other: -52.5 psf @ 5 3/16" o.c. fastener spacing. -
Installation Instructions
FL11651 R2 II 14FL11651 2 R2 032GuifLok 16 15-
32Pivwood NonHVHZ.Ddf
FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
116.0 psf @ 5 3/16" o.c. fastener spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
Evaluation Reports
FL11651 R2 AE 14FL11651 2 R2 032GulfLok 16 15-
32Plvwood NonHVHZ.Ddf
Created by Independent Third Party: Yes
11651.3
1" 24ga. Gulf Snap
1" Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/--131.OPS
Other: -67.3 psf @ 24" o.c. clip spacing. -131 psf @ 6"
o.c. clip spacing. Install per manufacturers details. For
use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 2 R2 Metal Roof Panel Detail.Ddf
FL11651 R2 II 14FL11651 3 R2 1 24GuifSnao 17 15-
32Pivwood HVHZ..Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 3 R2 1 24GuIfSnaD 17 15-
32Plvwood HVHZ..Ddf
Created by Independent Third Party: Yes
11651.4
1" 24ga. VersaLoc
1" VersaLoc 24ga 16.5" Wide Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-138.5PSF
Other: -71 psf @ 24" o.c. clip spacing. -138.5 psf @ 6"
Installation Instructions
FL11651 R2 II 14FL11651 4 R2 24VersaLoc SR 16.5 15-
32Pivwood HVHZ..odf
FL11651 R2 II 14FL11651 4 R2 Metal Roof Panel Detail..Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
o.c. clip spacing. Install per manufacturers details. For
use in HVHZ Zones.
Evaluation Reports
FL11651 R2 AE 14FL11651 4 R2 24VersaLoc SR 16.5 15-
32Plvwood HVHZ..odf
Created by Independent Third Party: Yes
11651.5
1" VersaLoc .032" Aluminum
1" VersaLoc .032" Aluminum over 15/32" Plywood
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL11651 R2 II 14FL11651 5 R2 iin 032VersaLoc SR 16 IS -
32131vwood HVHZ..Ddf
FL11651 R2 II 14FL11651 5 R2 Metal Roof Panel Detail..odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-301.OPSF
Other: -63.3 psf @ 24" o.c. clip spacing. -101.0 psf @
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
6" o.c. clip spacing. Install per manufacturers details.
For use in HVHZ Zones.
Evaluation Reports
FL11651 R2 AE 14FL11651 5 R2 iin 032VersaLoc SR 16 15-
32Plvwood HVHZ..odf
Created by Independent Third Party: Yes
I
�1
11651.6 1 1.5" 24ga. Gulf Snap
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -86.0 psf @ 24" o.c. clip spacing. -108.5 psf @
12" o.c. clip spacing. -116.0 psf @ 6' o.c. clip spacing.
Install per manufacturers detals. For use in HVHZ Zones.
11651.7 1 1.5" 24ga. Versal-oc
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.SPSF
Other: -59.75 psf @ 24" o.c. clip spacing. -123.5 psf @
12" o.c. clip spacing. Install per manufacturers details.
For use in HVHZ Zones.
11651.8 1211 24ga. MegaLoc
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -71.0 psf @ 24" o.c. clip spacing. -108.5 psf @
12" o.c. clip spacing. Install per manufacturers details.
Not for use in HVHZ Zones.
1.5" Gulf Snap 24ga. 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 6 R2 1.5 24GuIfSnao 16 15-
32Plvwood HVHZ..Ddf
FL11651 R2 II 14FL11651 6 R2 Metal Roof Panel Detail..odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 6 R2 1.5 24GuIfSnao 16 15-
32Plvwood HVHZ..odf
Created by Independent Third Party: Yes
1.5" Versal-oc 24ga. 16" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 7 R2 1.5 24VersaLoc 16 15-
32Plvwood HVHZ..odf
FL11651 R2 II 14FL11651 7 R2 Metal Roof Panel Detail..odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 7 R2 1.5 24VersaLoc 16 15-
32Plvwood HVHZ..odf
Created by Independent Third Party: Yes
24 Ga. 2" MegaLoc 18" wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 8 R2 24MeoaLoc 18 15-
32Plvwood NonHVHZ.Ddf
FL11651 R2 II 14FL11651 8 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 8 R2 24MeoaLoc 18 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
111651.9 124 Ga. Gulf Lok 124 Ga. Gulf Lok 16" Wide over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-96.7PSF
Other: -81.75 psf @ 30-1/4" o.c. fastener spacing. -
96.76 psf @ 5-1/8" o.c. fastener spacing.-121.75 psf @
5-1/8" fastener spacing.-161 psf @ 5-1/8" fastener
spacing. Install per manufacturers details. Not for use in
HVHZ Zones.
11651.10 124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-93.5PSF
Other: -93.5 psf @ 18" o.c. Install per manufacturers
details. Not for use in HVHZ Zones.
11651.11 124 Ga. Gulf Seam
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.5PSF
Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @
12" o.c. clip spacing. Install per manufacturers details.
Not for use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 9 R2 24GulfLok 16 15-
32Plvwood NonHVHZ.odf
FL11651 R2 II 14FL11651 9 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 9 R2 24Gulflok 16 15-
32Plvwood NonHVHZ.Ddf
Created by Independent Third Party: Yes
24 Ga. Gulf Seam 16" Wide Roof Panel over 1x4 Wood Purlins
over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 10 R2 24GuIfSeam 16 1x4 15-
32Plvwood NonHVHZ.odf
FL11651 R2 II 14FL11651 10 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 10 R2 24GuIfSeam 16 1x4 15-
32Plvwood NonHVHZ.Odf
Created by Independent Third Party: Yes
24 Ga. Gulf Seam, 1 3/4" Snap Lock, 18" Wide Roof Panel over
15/32" Plywood
installation Instructions
FL11651 R2 II 14FL11651 11 R2 24GuIfSeam 18 15-
32Plvwood NonHVHZ.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 11 R2 24GuIfSeam 18 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
11651.12 26 Ga. 5V Crimp 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL11651 R2 II 14FL11651 12 R2 265vCrimo 15-
Approved for use outside HVHZ: Yes 32Plvwood HVHZ.odf
_Pf
Impact Resistant: N/A
Design Pressure, +N/A/-156.SPSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5
psf @ 6" o.c. fastener spacing. Install per manufacturers
details. For use in HVHZ Zones.
FL11651 R2 II 14FL11651 12 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 12 R2 265vCrimo IS-
32Plvwood HVHZ.Ddf
Created by Independent Third Party: Yes
11651.13 1 26 Ga. 5V Crimp 126 Ga. 5V Crimp over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-131.PSF
Other: -94.25 psf @ 16" o.c. fastener pattern. -131.0
psf @ 16" o.c. fastener pattern. Install per
manufacturers details. Not for use in HVHZ Zones.
11651.14 126 Ga. 5V Crimp
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact. Resistant: N/A
Design Pressure: +N/A/-156.5PSF
Other: -108.5 psf @ 12" o.c. fastener spacing. -156.5
psf @ 6" o.c. fastener spacing. Install per manufacturers
details. For use in HVHZ Zones.
11651.15 126 Ga. Gulf Lok
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-161.OPSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -
121.75 psf @ 5 3/16" spacing. -161.0 psf @ 5 3/16" o.c.
fastener spacing. Install per manufacturers details. For
use in HVHZ Zones.
11651.16 126 Ga. Gulf Lok
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-63.5PSF
Other: -63.5 psf @ 5 3/16" o.c. fastener spacing. -
121.75 psf @ 5 3/16" fastener spacing. -161 psf @ 5
3/16" fastener spacing. Install per manufacturers
details. Not for use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 13 R2 265vCrimD 15-
32Plvwood NonHVHZ.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 13 R2 265vCrimD 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over 15/32"
Plywood
Installation Instructions
FL11651 R2 II 14FL11651 14 R2 265vCrimD 1x4 IS -
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 14 R2 265vCrimo 1x4 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 15 R2 26GulfLok 16 IS-
32Plvwood HVHZ.odf
FL11651 R2 II 14FL11651 15 R2 Metal Roof Panel Detall.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 15 R2 26GuIfLok 16 15-
32Plvwood HVHZ.odf
Created by Independent Third Party: Yes
26 Ga. Gulf Lok 16" Wide Roof Panel over 15/32" Plywood
Installation Instructions
FL11651 R2 II 14FL11651 16 R2 26GulfLok 16 15-
32Plvwood NonHVHZ.odf
FL11651 R2 II 14FL11651 16 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 16 R2 26GulfLok 16 IS-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
111651.17 126 Ga. GuIfPBR 126 Ga. Gulf PBR Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -59.25 psf @ 24" o.c. fastener pattern.-154.75
psf @ 12" o.c. fastener pattern. Install per manufacturer
details. Not for use in HVHZ
11651.18 126 Ga. GuIfPBR
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -100.5 psf @ 24" o.c. fastener spacing.-151.75
psf @ 12" fastener spacing. Install per manufacturer's
details. For use in HVHZ Zones
Installation Instructions
FL11651 R2 II 17 R2 26GuIfPBR 15-32Plvwood NonHVHZ.odf
FL11651 R2 II 17 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 17 R2 26GuIfPBR 15-
32Plvwood NonHVHZ.Ddf
Created by Independent Third Party: Yes
26 Ga. GuIfPBR Roof Panel over 1x4 Wood Puriins over 15/32"
Plywood
Installation Instructions
FL11651 R2 II 14FL11651 18 R2 26GuIfPBR 1x4 IS-
32Plvwood HVHZ.Ddf
FL11651 R2 II 18 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 18 R2 26GuIPPBR 1x4 IS-
32Plvwood HVHZ.Ddf
Created by Independent Third Party: Yes
11651.19
26 Ga. GuIfPBR
26 Ga. GuIfPBR over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-154.7PSF
Other: -60.5 psf @ 2411 D.C. fastener spacing.-154.75
psf @ 12" D.C. fastener spacing. Install per
manufacturer's details. For use in HVHZ Zones.
Installation Instructions
FL11651 R2 II 14FL11651 19 R2 26GuIfPBR IS -
32Plvwood HVHZ.odf
FL11651 R2 II 19 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 19 R2 26GuIfPBR 15-
32Plvwood HVHZ.odf
Created by Independent Third Party: Yes
11651.20
26 Ga. GuIfPBR
26 Ga. GuIfPBR over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-151.7PSF
Other: -94.25 psf @ 24" D.C. fastener spacing.-151.75
psf @ 12" fastener spacing. Install per manufacturer's
details. Not for use in HVHZ Zones
Installation Instructions
FL11651 R2 II 20 R2 26GuIfPBR 1x4 IS -
32Plvwood NonHVHZ.odf
FL11651 R2 II 20 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 20 R2 26GulfPBR 1x4 15-
32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
Go to Page = 0
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0 4) Page 1/ 2 0 0
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please
click here .
Product Approval Accepts:
tn. � ® �C�4c
Credit Card
Safe
Product Approval Method Method 1 Option D
Date Submitted
07/01/2015
Date Validated
07/10/2015
Date Pending FBC Approval
07/18/2015
Date Approved
08/18/2015
Summary of Products
Go to Page = 0
0 0 Page 2/ 2 0 0
FL #
Model, Number or Name
Description
11651.21
26 Ga. GulfRib
26 Ga. GUIfRib over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-164.2PSF
Other:-109.25 psf @ 24" o.c. fastener spacing.
-164.25 psf @ 12" fastener spacing. Install per
manufacturer's details. Not for use in HVHZ Zones
Installation Instructions
FL11651 R2 II 21 R2 26GuIfRib 1x4 15-32Plvwood NonHVHZ.odf
FL11651 R2 II 21 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 21 R2 26GulfRib 1x4 15-32Plvwood NonHVHZ.odf
Created by Independent Third Party: Yes
11651.22 126
Ga. GUIfRIb
26 Ga. GUIfRIb over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-159.2PSF
Other: -69.25 psf @ 24" o.c. fastener spacing. -
159.25 psf @ 12" fastener spacing. Install per
manufactur eteiis—Not1orrose4 Zones
Installation Instructions
FL11651 R2 II 14FL11651 22 R2 26Gu1fRib 15-
32Plvwood NonHVHZ.odf
FL11651 R2 II 22 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 22 R2 26GulfRib 15-
1 wo HVHZ. df
Created by Independent r a
11651.23
26 Ga. GulfRib
26 Ga. GulfRlb over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-159.2PSF
Other: -71.75 psf @ 24" o.c. fastener spacing. -
159.25 psf @ 12" fastener spacing. Install per
manufacturer's details. For use in HVHZ Zones
Installation Instructions
FL11651 R2 II 23 R2 26GuIfRib 15-32Plvwood HVHZ.odf
FL11651 R2 II 23 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 23 R2 26GulfRib 15-32Plvwood HVHZ.Ddf
Created by Independent Third Party: Yes
11651.24
26 Ga. GulfRib
26 Ga. GulfRib over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Installation Instructions
FL11651 R2 II 24 R2 26GulfRib 1x4 15-32Plvwood HVHZ.odf
FL11651 R2 II 24 R2 Metal Roof Panel Detail.odf
Impact Resistant: N/A
Design Pressure: +N/A/-164.2PSF
Other:-106.75 psf @ 24" o.c. fastener spacing.
-164.25 psf @ 12" fastener spacing. Install per
manufacturer's details. For use in HVHZ Zones
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 24 R2 26GulfRib 1x4 15-32Plvwood HVHZ.odf
Created by Independent Third Party: Yes
11651.25
29 Ga. GuIfRib
29 Ga. GulfRib over 1x4 Wood Purlins over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-123.5PSF
Installation Instructions
FL11651 R2 II 25 R2 29GulfRib 1x4 IS-32Plvwood NonHVHZ.odf
FL11651 R2 II 25 R2 Metal Roof Panel Detail.odf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Other: -76.15 psf @ 24" o.c. fastener spacing. -
123.5 psf @ 24" fastener spacing. Install per
manufacturer's details. Not for use in HVHZ Zones
Evaluation Reports
FL11651 R2 AE 25 R2 29GulfRib 1x4 15-32Plvwood NonHVHZ.odf
I Created by Independent Third Party: Yes
11651.26
1 29 Ga. GUIfRib
29 Ga. GulfRib over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +24" o.. fastener
Other: -71.75 psf @ 24" o.c. fastener spacing. -
Installation Instructions
FL116S1 R2 II 26 R2 29GuIfRib 15-32Plvwood NonHVHZ.odf
FL11651 R2 II 26 R2 Metal Roof Panel Detail.odf
Verified By: Dan KyWo. 75519
Created by Indepe 11t P esA �V
Evaluation Reporj=
146.0 psf @ 12" fastener spacing. Install per
manufacturer's details. Not for use in HVHZ Zones
FL11651 R2 AE 26 R2 29GulfRib 15-32PIywood NonHVHZ.Ddf
Created by Independent Third Party: Yes
11651.27
29 Ga. GUIfRib
29 Ga. GulfRib over 1x4 Wood Purlins over 7/16" O.S.B.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-101.0PSF
Other: -101.0 psf @ 24" D.C. fastener spacing.
Install per manufacturer's details. Not for use in
HVHZ Zones
Installation Instructions
FL11651 R2 II 14FL11651 27 R2 29GulfRib 1x4 NonHVHZ.odf
FL11651 R2 II 27 R2 Metal Roof Panel Detail.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 27 R2 29GulfRib 1x4 NonHVHZ.Ddf
Created by Independent Third Party: Yes
11651.28
29 Ga. GulfRib
29 Ga. GulfRib over 7/16" O.S.B.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -22.66 psf @ 24" D.C. fastener spacing. -
116.0 psf @ 6" fastener spacing. Install per
manufacturer's details. Not for use in HVHZ Zones
Installation Instructions
FL11651 R2 II 14FL11651 28 R2 29GulfRib 7-160SB NonHVHZ.Ddf
FL11651 R2 II 28 R2 Metal Roof Panel Detail NonHVHZ.Ddf
Verified By: Dan Kuhn, P.E. 75519
Created by Independent Third Party: Yes
Evaluation Reports
FL11651 R2 AE 14FL11651 28 R2 29GulfRib 7-160SB NOnHVHZ.Ddf
Created by Independent Third Party: Yes
Go to Page = a
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0 0 Page t/ 2 40 0
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click hem.
Product Approval Accepts:
MOM � ® tchect M
Credit Card
Safe
QOTP."INITIY
EVALUATION REPORT
Polyglass USA, Inc.
150 Lyon Drive
Fernley, NV 98408
(570) 384-1230
+4 P A a'A'1 '"
ERD
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
R9,LT 06478
(203) 262
Evaluation Report P12060.02.09-R22
FL5259-R26
Date of Issuance: 02/24/2009
Revision 22: 03/13/2017
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 elted for compliance with the 51h Edition (2014) Florida Building Code sections noted
h J .
DESCRIPTION: Polyglass Roof Underlayments
LABELING: a in accordance with the re rements 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. if the product changes or the
referenced Quality Assurance documentation changes. Trinity I ERD 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 "TrinityJERD 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 DCA ANE1983
The facsimile seal appearing was authorized by Robert Nieminen,
P.E. on 03/13/2017. This does not serve as an electronically
signed document. Signed, sealed hardcopies have been
transmitted to the Product Approval Administrator and to the
named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity) ERD 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. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity) ERD 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.
��TRINITYJERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the
following sections of the SO Edition (2014) 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
2004
1504.3.1
Wind Uplift
UL 1897
2004
1504.6
Accelerated Weathering
ASTM G154
2006
1504.6
Accelerated Weathering
A5TM G155
2005
1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3,
Physical Properties
ASTM D226
2006
1507.8.3, 1507.9.3
1507.2.4,1507.2.9.2, 2507.5.3,1507.7.3
Physical Properties
ASTM D1970
2009
1507.11.2
Physical Properties
ASTM D6164
2005
1507.11.2
Physical Properties
ASTM D6222
2008
1507.3.3
Installation Practice
FRSA/TRI April 2012
2012
1523.6.5.2.1
Physical Properties
TAS 103
1995
3. REFERENCES:
Entity
Examination
Reference
Date
FM Approvals (TST 1867)
Wind Uplift
3004091
01/12/2000
PRI (TST 5878)
Physical Properties
PRIO1111
04/08/2002
PRI (TST 5878)
Physical Properties
PUSA-005-02-01
01/31/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-01
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-02
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-013-02-03
12/23/2002
PRI (TST 5878)
Physical Properties
PUSA-018-02-01
07/14/2003
PRI (TST 5878)
Physical Properties
PUSA-028-02-01
07/13/2005
PRI (TST 5878)
Physical Properties
PUSA-033-02-01
01/12/2006
PRI (TST 5878)
Physical Properties
PUSA-035-02-01
09/29/2006
PRI (TST 5878)
Physical Properties
PUSA-055-02-02
12/10/2007
PRI (TST 5878)
Physical Properties
PUSA-061-02-02
01/28/2008
PRI (TST 5878)
Physical Properties
PUSA-076-02-01
02/22/2008
PRI (TST 5878)
Physical Properties
PUSA-083-02-01
04/14/2008
PRI (TST 5878)
Physical Properties
PUSA-088-02-01
07/29/2009
MTI (TST 2508)
Physical Properties
JX20H7A
04/01/2008
MTI (TST 2508)
Physical Properties
RX14E8A
01/29/2009
ERD (TST 6049)
Physical Properties
11752.09.99-1
02/08/2000
ERD (TST 6049)
Wind Uplift
11757.08.01-1
08/13/2001
ERD (TST 6049)
Wind Uplift
11776.06.02
01/16/2003
ERD (TST 6049)
Physical Properties
02200.07.03
07/14/2003
ERD (TST 6049)
Wind Uplift
P1740.01.07
01/04/2007
ERD (TST 6049)
Physical Properties
P5110.04.07-1
04/11/2007
ERD (TST 6049)
Wind Uplift
P9260.03.08
03/21/2008
ERD (TST 6049)
Physical Properties
P13450.08.09
08/13/2009
ERD (TST 6049)
Wind Uplift
P30540.11.09-R1
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
Exterior Research and Design, LLC.
Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503
FBC NON-HVHZ EVALUATION
FLS2S9-R26
Polyglass USA, Inc.
Revision 22: 03/13/2017
Page 2 of 14
Enti
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, I.I.C. (QUA9625)
4. PRODUCT DESCRIPTION:
Examination
Physical Properties
Physical Properties
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
IBC Compliance
HVHZ Compliance
Manufacturing Affidavit
P/L Affidavit
Materials Affidavit
Quality Control
Reference
P33370.04.11
P37300.10.11
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-SC11900.03.17
ESR-1697
NOA 14-0717.08
Products Current
Mule -Hide Cross Ltg
Polystick SA Compound
Service Confirmation
F)o
\J TRINITY I ERD
Date
04/26/2011
10/19/2011
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
03/10/2017
11/01/2014
01/22/2015
02/18/2009
03/01/2008
08/18/2011
Exp. 04/24/2018
4.1.. 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 Self -Adhering Und rlayments
4 o ystick MTS i a nomina -mil thick rubb erproo i rane, r , surfaced
Polystick TS n 60- II is rubbe ' e em , gl s fiber inforced,
with poly ilm surface; m
4.t.3 PolOck IR-Xe i a nominal 60-Kil thick rubberi,7,4d asphalt waterpro fing Wmbre, gla_s'"" r inforced, with an
aggregate surface; meets ASTM Pp�aD1970.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1122
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 3 of 14
4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a
4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced, with a granular surface; meets ASTM D1970 and TAS 103.
4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface; meets ASTM D1970 and TAS 103.
4.2.7 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 ASTM D6222.
4.2.8 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.
4.2.9 Polystick Tile ProTm is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103.
4.2.10 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass
reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section
5.8).
4.3 Mechanically Fastened and/or ionded.uiide'iiiVments: _
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen the underlayment composed of an 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 S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380,
Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened 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 the
roof systems.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD 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 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.
r� -
Exterior Research and Design, I.I.C.Payluon Report P12060.02.09-R22
L'
Certificate ojAuthoriaotion #9503 FBC NON-HVHZ EVALU' O FLS259-1326
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 4 of 14
\\\JTRINITYI ERD
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
(Base 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-ply system)
Yes
Yes
Yes
Polyglass G2 Base
No
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet In 2-ply system)
No
No
No
Polyglass APP Base
No
Yes
(Base Sheet in 2-ply system)
Yes
(Base Sheet in 2-ply system)
No
No
No
Polystick MTS
Yes
Yes
No
Yes
Yes
Yes
Polystick MTS PLUS
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 _ _
_____'es__-_t_
Yes
PolystickTU,Plus
Yes
Yes
Yes (See 5.5.1)
Yes
Yes_
Yes
P y ckTU"Max -
No
Yes
Yes(See 5.5.1)
Yes
No
No
Polystick Dual Pro
Yes
Yes
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 S6 G FR
Yes
Yes
No
No
Yes
Yes
Elastoflex G TU
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Polyflex G FR
Yes
Yes
No
No
Yes
Yes
Polyflex SAP or SAP FR
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
Mule -Hide SA-APP Cap Sheet
or SA-APP Cap Sheet (FR)
Yes
Yes
Yes (See 5.5.1)
No
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS)
Adhesive
Florida Product
Underlayments
Approval
Convenience Products' Touch'n
FL14506
Polystick TU Plus, Polystick TU Max
Seal Storm Bond Roof Tile Adhesive
Dow TileBondT"
FL717
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)
Polyglass PolyLok Roof Tile
FL17855
Polystick TU Plus or Polystick TU Max
Adhesive
FIL F_ Copy
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 5 of 14
\I I KINITY I ERD
Allowable Substrates:
6.66
:1:2irect-Bond to Deck:
Polystic a varla s), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR) self -adhered to:
➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed
Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels
(designed and installed to meet wind loads for project).
Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or
OSB 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:
➢ ASTM D41 primed structural concrete.
Polyflex G or Polyflex G FR torch -applied to:
➢ ASTM D41 primed structural concrete.
5.6.2 Bond -to -Insulation:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered
to:
➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck
DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board.
Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 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 manufacturer's Product Approval. For installations under foam -on tile
systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of
the insulation/underlayment system in accordance with FBC Section 1504.3.1.
5.6.3 Bond to Mechanically Attached Base Laver:
Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or
Tile Pro self -adhered to:
➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base.
Elastoflex G TU, Elastoflex 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:
➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum
codified requirements. For installations under foam -on the systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
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 the systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the
result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure
divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-
12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1122
Certificate afAuthorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/23/2017
Page 6 of 14
��TRINITYJERD
5.6.4.1 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 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.
5.6.4.2 Maximum Design Pressure = -97.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100orASTM D41
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x
1%" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c.
5.6.4.3 Maximum Design Pressure = -105 Dsf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: 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
IX" ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-inch o.c.
5.6.4.4 Maximum Design Pressure = -135 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional) PG100 orASTM D41
Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints.
Base Ply: (Optional) 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.
5.6.4.5 Maximum Design Pressure = -315 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100orASTM D41
Base Ply: (Optional) 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.
5.6.4.6 Maximum Design Pressure = -622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100orASTM D41
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.7 Maximum Design Pressure = -30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nall Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-Inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: 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.
5.6.4.8 Maximum Design Pressure=-37.5 psf*:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS 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.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 7 of 14
�l
��TRINITYIERD
5.6.4.9 Maximum Design Pressure =-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) or two (2) layers ASTM D226, Type It felt
Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt.
5.6.4.10 Maximum Design Pressure = -45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One (1) layer ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS 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.
5.6.4.11 Maximum Design Pressure = -45 psf*:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two (2) layers ASTM D226, Type II felt
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows.
Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered
Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and
Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot
asphalt.
5.6.4.12 Maximum Design Pressure = -45 psf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.13 Maximum Design Pressure = -52.5 psf:
Deck:
Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:
Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners:
Simplex MAXX Cap Fasteners
Spacing:
9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.14 Maximum Design Pressure =-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS 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.
5.6.4.15 Maximum Design Pressure =-52.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R22
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 8 of 14
��TRINITY�ERD
5.6.4.16 Maximum Design Pressure = -60 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.17 Maximum Design Pressure = -60 psf:
Deck: Min.19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates
Spacing: 12-inch o.c. at the 4-Inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.18 Maximum Design Pressure = -67.5 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
5.6.4.19 Maximum Design Pressure = -75 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -
applied.
5.6.4.20 Maximum Design Pressure = -9.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.21 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.22 Maximum Design Pressure = -90 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied In full mopping of hot asphalt.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1122
Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 9 of 14
�RINIIY I ERD
5.6.4.23 Maximum Design Pressure = -90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment)
Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 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.
5.6.4.24 Maximum Design Pressure = -97.5 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows.
Base Ply: (Optional) Polystick MTS PLUS, self -adhered
Underlayment: 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.
5.6.4.25 Maximum Design Pressure = -105 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.26 Maximum Design Pressure = -112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface)
Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin -caps
Base Ply: Polystick MTS 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.
5.6.4.27 Maximum Design Pressure = -120 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap)
Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied.
5.6.4.28 Maximum Design Pressure = -120 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase (sanded top surface)
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.
5.6.4.29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of-45 psf.
Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R22
Certificate of Autharization#9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
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5.6.4.30 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked
with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January
2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days
after installation.
Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation.
Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for
longer than 180-days after installation.
Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30
days.
Elastoflex 56 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 5.3, Note 1 of ASTM D1970-09, should be established as to slip resistance.
6. INSTALLATION:
6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate (if applicable).
6.3_ Elastobase, Elastobase P or Mule -Hide Nail'Base:
6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile Applications:
Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for
installing shingle underlayments and flashings
Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR,
Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, 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.
6.3.3 Tile Applications:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22
Certificate of Authorizationrr9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 11 of 14
TRIMIY � ERD
6.4 Polystick.MTS, MTS PLUS, IR=XejU.P,TU1. , PIus,7U Max;:Dual'Pro, Tile Pro .or MU-X;or Polyflex SAP,.Pokyflex SAP FR,
Mule -Hide SA-APP,Cap Sheet or.Mule Hide SA APPCap Sheet (FR):
6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
Note: 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 5.3, Note 1 of ASTM D1970-09, should be established as to slip resistance.
6.4.2
Direct -to -Deck with Mechanically Fastened Roof Covers:
All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP
Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -
Hide Back Nailing Guide. 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 claval" on the face of membrane.
The head lap membrane is to cover the area being back -nailed.
All seal -lap seams (selvage laps) must b
firmly rolled with a minimum 28 lb. han
roller to ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge c
the top sheet to the end of the glue patter
(the sheet will overlap the fabric).
View of Ovelap Seam of Dual Pro and Tile Pro
All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap.
Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys,
or exposed roof to wall details
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 lb roller) or small areas of the
roof that are not accessible to a large roller or broom.
6.4.3 Tile Applications (not allowed for Polystick IR Xe or Polystick MU X):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted
above as a guideline.
For mechanically fastened 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.
For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
For nail -on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization A9503 FBC NON-HVHZ EVALUATION FLS2S9-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 12 of 14
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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 PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under
foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is
allowable if a 2-ply underlayment system is desired.
6.5 Elastoflex G TU, Elastoflex S6 GGor Elastoflex S6 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 tile applications:
✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or
adhered tile roof systems.
✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roil Roofing" (ASTM D6380, Class M) in the "Single
Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt
applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the
substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set
minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt
with asphalt extending approximately 3/8-inch beyond the lap edge.
6.6 Polyflex G or Polyflex G FR:
6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements.
For use in the 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 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 -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.
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1122
Certificate ojAuthorization #9503 FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA, Inc. Revision 22: 03/13/2017
Page 13 of 14
rTRINITYIERD
6.7 Tile StaRins:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Polyglasspublished requirements for tile staging.
6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used
on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail --
boards, to prevent file sliding and/or damage to the underlayment during the loading process.
6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile.
6.7.4 For nail -on tile systems over Polystick MTS PLUS:
➢ Battens are required for loading/staging of lugged the regardless of slope.
➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight
(48) hours.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R22
Certificate ojAuthorization #9503 FBC NON-HVHZ EVALUATION FL5259-1126
Polyglass USA, Inc. Revision 22: 03/13/2017
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