HomeMy WebLinkAboutProduct Approval Merida Building Code Online Page 1 of 2
fi=rAmmm
BCIS Home I Log In user Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us I SCIS Site Map 1 Unks Search I
Florida
spr-nmAppr
ovalUSEic User
Product Aonroval Menu>Product or Aoolicatlon Search>Application List>Application Detail
FL# FLRS �L /1r
Application Type Revision vision Fes" 1.
Code Version 2017
Application Status Approved
-5v .
Comments
Archived C7
Product Manufacturer Drexel Metals,Inc.
Address/Phone/Email 204 Railroad Drive
Ivyland,PA 18974
(502)303-1511
jshumate@drexmet.com
Authorized Signature Jason Shumate
jshumate@drexmet.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
El Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
Ill Validation Checklist-Hardcopy Received
Certificate of Independence FL17679 R5 COI DRX15002.5 2017 FBC Evaluation Reoort HVHZ
FINAL.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM B 117 2016
ASTM G 155 2005
TAS 100 0009 1995
TAS 110 �y P��� 2000
Ty.N AO313 fl 2003
xs
Equivalence of Product Standards 30NVI 1S O d ®o 3000
Certified By pp��
UO3 (33M gg lA31
Sections from the Code
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/19/2018
Date Validated 04/19/2018
Date Pending FBC Approval 04/22/2018
Date Approved 06/12/2018
Summary of Products
FL# Model,Number or Name Description
17679,1 Drexel Metal Roofing Systems DMC 100NS,DMC 150SS,DMC 175S,DMC 200S,DMC 5V
Limits of Use Installation Instructions
Approved for use In HYHZ:Yes FL17679 R5 II DRX150Q2 5 2017 FBC Evaluation Report
Approved for use outside HYHZ:No HVHZ FINAL.12d
Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021
Design Pressure:+0/-180 Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL17679 Rb AE DRX15002.5 2017 FBC Evaluation Report
HVHZ FINAL.Odf
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phones 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::6cces2lWilty 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 mall.If you have any questions,please contact 85D.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
emalis 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 Igo.
Product Approval Acceptst
ONME N(F--a
PER, E
Credit Card
Safe
1 ., 1! ,ry l i 1 1• t J ♦.� n /1Tr1�ft/�
1' R
Certificate of Authorization No.29824
CRE14EK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: DREXEL METALS, INC. Issued April 19, 2018
1234 Gardiner Lane
Louisville, KY 40213
(502)716-7143
www.drexmet.com
Manufacturing: Drexel Metals Association of Regional Manufacturers(DM-ARM)
Quality Assurance: Architectural Testing, Inc. (QUA1844)
SCOPE
Category: Roofing
Subcategory: Metal Roofing
Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1
Properties: Wind Resistance
REFERENCES /
ic& Report No. Standard Year
Architectural Testing(TST1558) 56840.02-122-18 TAS 100 1995
Architectural Testing(TST1558) 56842.02-122-18 TAS 100 1995
Architectural Testing(TST1558) 58461.01-122-44 TAS 125 2003
Architectural Testing(TST1558) 58641.02-122-44 TAS 100 1995
Architectural Testing(TST1527) H3245.01-450-18 TAS 125 2003
Architectural Testing(TST1527) H3245.02-450-18 TAS 100 1995
Architectural Testing(TST1527) H9058.02-450-18 TAS 125 2003
Architectural Testing(TST1527) H9058.01-450-18 TAS 125 2003
Architectural Testing(TST1527) H9058.03-450-18 TAS 100 1995
Hurricane Test Laboratory(TST1527) 0287-0209-07 TAS 125 2003
Hurricane Test Laboratory(TST1527) 0287-0308-07 TAS 125 2003
Hurricane Test Laboratory(TST1527) 0287-0311-07 TAS 125 2003
Hurricane Test Laboratory(TST1527) 0287-0312-07 TAS 125 2003
Hurricane Test Laboratory(TST1527) 0287-0313-07 TAS 125 2003
Hurricane Test Laboratory(TST1527) 0287-0512-07 TAS 125 2003
Hurricane Test Laboratory(TST1627) 0287-0706-07 TAS 125 2003
PRI Construction Materials Technologies(TST5878) VLS-005-02-01 ASTM B 117 2016
TAS 110 2000
PRI Construction Materials Technologies(TST5878) VLS-004-02-01 ASTM G 155 2005a
TAS 110 2000
PRI Construction Materials Technologies(TST5878) DMC-002-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-004-02-01 TAS 125 2003
PRI Construction Materials Technologies(TST5878) DMC-005-02-01 TAS 125 2003
PRI Construction Materials Technologies(TST5878) DMC-006-02-01 TAS 125 2003
PRI Construction Materials Technologies(TST5878) DMC-007-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-008-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-009-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-014-02-01 TAS 125 2003
PRI Construction Materials Technologies(TST5878) DMC-016-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) DMC-030-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) HTL-013-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) HTL-014-02-01 TAS 100 1995
DRX15002.5 FL17679-R5 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
1 �
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
DMC 100NS Profile: 1 in.snap lock seam; Max.16 in. coverage
Description: Non-structural,snap lock standing seam roof panel with integral perorated nail
strip
Material: Min.24 ga. Fluropon®coated ASTM A792 AZ50,or
ASTM A653 G90; Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3
18'
'• Y6i•o.a�
DMC 150SS Profile: 1.5 in.mechanical seam; Max. 16 in. coverage
Description: Non-structural, mechanical lock standing seam roof panel
Material: Min. 0.032 in. Fluropon®coated ASTM B209 aluminum; Fy=min. 16 ksi; Shall
conform with FBC Section 1507.4.3
Min.24 ga. Fluropon®coated ASTM A792 AZ50, or
ASTM—A653 G90; Fy=min.50 ksi; Shall conform with FBC Section 1507.4.3
I r „ &
9i' To
7
16"
DMC 175S Profile: 1.75 in.snap lock seam; Max. 18 in. coverage
Description: Non-structural,snap lock standing seam roof panel
Material: 0.032-inch (Fy=min.24 ksi)or 0.040-inch (Fy=min.20 ksi) Fluropon®coated
ASTM B209 aluminum; Shall conform with FBC Section 1507.4.3
Min.24 ga. Fluropon®coated ASTM A792 AZ50,or
ASTM A653 G90ASTM A792 or ASTM A653; Fy=min. 50 ksi; Shall conform with
FBC Section 1507.4.3
[ j -T
18"
DRX15002.5 FL17679-R5 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
J.
CREEK MetalDREXMETALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
DMC 200S Profile: 2 in.mechanical seam; Max. 16 in.coverage
Description: Non-structural,mechanical lock standing seam roof panel
Material: Min.0.040 in. Fluropon®coated ASTM B209 aluminum; Fy=min.20 ksi; Shall
conform with FBC Section 1507.4.3
Min.24 ga. Fluropon®coated ASTM A792 AZ50,or
ASTM A653 G90; FY=min. 50 ksi; Shall conform with FBC Section 1507.4.3
„ 5.. 1 r
,. T 2' 2..
1
DMC 5V Profile: 3/8 in.ribs; Min.21 in., Max. 24 in.coverage
Description: Non-structural,through fastened roof panel
Material: Min.26 ga. Fluropon®coated ASTM A792 or ASTM A653 G90; Fy=min.50 ksi;
Shall conform with FBC Section 1507.4.3
Min.0.032 in. Fluropon®coated ASTM B209 aluminum; Fy=min. 19 ksi; Shall
conform with FBC Section 1507.4.3
21”up to 24"Coverage
37
8
LIMITATIONS
1. Fire classification is not within the scope of this evaluation.
2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3. Roof slope shall be 2:12 or greater.
4. Reroofing shall be in accordance with Section 1521.
5. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and FBC compliant installation detail shall prevail.
6. All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
DRX15002.5 FL17679-R5 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DREX
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,60 Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
P, q
No 74021 2018.04.19
07:21:10
.53 • STATE OF : 41J Z U -04'00'
.,��5•< 0 R�,�••'�N Zachary R. Priest, P.E.
RegistrationFlorida 021
'/5;O N A�; ,`\'� Organization No.ANE9641
1111
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
APPENDICES
1) APPENDIX A-Installation(9 pages)
2) APPENDIX B-Approved Roof Systems(5 pages)
3) APPENDIX C-Design Wind Loads(3 pages)
DRX15002.5 FL17679-R5 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
J '
CREEK MetalDREXMETALS,INC.
Metal Roofing(HVHZ)
11 TECHNICAL SERVICES, LLC APPENDIX A
INSTALLATION
Note-Refer to the APPROVED RooF SYSTEMS section of this report for specific installation details of a selected system.
Unless otherwise specified in this report the following installation details shall be met for the named products:
Component Product Installation Detail
#9-15 HWH wood screw Shall penetrate through the sheathing a minimum 3/8 in. Must be corrosion
with sealing washer resistant in accordance with FBC section 1507.4.4.
#10-13 PH wood screw
Fasteners #10-16 DP3 PH self-
drilling screw Shall penetrate through the top rib of the steel deck a minimum 3/4 in. Must be
#14-13 DP1 PH self- corrosion resistant in accordance with FBC section 1507.4.4.
drilling screw
�— 3@1 —1
Bearing Plates 18 ga.Bearing Plate % 3"
e e
24 ga.SS in-seam clip yy
7 Bn
L
24 ga.DMC 150SS Clip 311 T_
g
o -r
0
a, 2..
Clips
24 ga.in-seam clip
7
1
24 ga.DMC 150SS Fixed
Clip 8e
0
15'1 o
� 2a'
18
22 ga.SS in-seam clip
181' 1B -
7
1 0
Clips 22 ga.DMC 150SS Clip e. T o
0 16Q1
o "
DRX15002.5 FL17679-R5 Page 1 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DREXEL METALS,INC.
CREEK Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX A
Component Product Installation Detail
22 ga.in-seam clip
Bn 1B,
22 ga. DMC 15OSS Fixed 17
Clip T
22 ga.base;24 ga.butterfly in-seam clip
DMC 150SS Butterfly
Clip
15/8'
41"
22 ga.base;24 ga.butterfly in-seam clip 11
DMC 1 6OSS Continuous
Butterfly Clip
18 ga.in-seam clip
Clips DMC 175S UL Clip
rj
CD
DRX15002.5 FL17679-R5 Page 2 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DREX
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX A
Component Product Installation Detail
22 ga.SS in-seam clip
17
S2j"
DMC 200S Clip " T 0
0
n
18 ga.base;22 ga.butterfly in-seam clip;4.5 in.length
DMC 200S Butterfly Clip
lips(Cont'd)
18 ga.base;22 ga.butterfly in-seam clip;120 in.length;top slider 12 in.o.c.
J � F/•,t
DMC 200S Continuous
Butterfly Clip
l
Bostik 70-05A
Sealants Bostik Chem-Calk 915 Shall be applied in continuous beads along the seam
Fastening Details
Nomenclature Attachment
DMC 100 N S PAN EL--------
DMC 100NS Standard
DRX15002.5 FL17679-R5 Page 3 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 10ONS PANEL
BOSTIK 70-05A (2 - 3/16" BEADS)
410 - 13 PHW
DMC 100NS Enhanced
DMC 15OSS PANEL
DMC 150SS CONTINUOUS BUTTERFLY CLIP �\,
(2)#10-13 PHW
UNDERLAYMENT
DMC 15OSS Continuous SUBSTRATE
Butterfly
DMC 150SS PANEL--__.__---\
DMC 150SS BUTTERFLY CLIP------\
(2)#10-13 PHW
UNDERLAYMENT
DMC 150SS Butterfly SUBSTRATE
r
DMC 15OSS PANEL--
24 GA DMC 15OSS FIXED CLIP
(2)#10-13 PHW �.
UNDERLAYMENT
SUBSTRATE I
DMC 15OSS Fixed-90
DRX15002.5 FL17679-R5 Page 4 of 9
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DREX
CREEK Metal METALS,INC.
Metal Roofing(HVH2)
TECHNICAL SERVICES, LLC APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 150SS PANEL —\
24 GA DMC 150SS CLIP \\
(2)#10-13 PHW
UNDERLAYMENT—
SUBSTRATE
DMC 150SS Standard(Al)
1/4"BEAD BOSTIK 70-05A
DMC 15OSS PANEL---—
22 GA DMC 150SS FIXED CLIP
DMC 150SS Fixed (2)#10-13 PHW
Enhanced-90 UNDERLAYMENT—�
SUBSTRATE
I
DMC 1508S PANEL - - -- -�
22 GA DMC 150SS FIXED CLIP �.
(2)#10-13 PHW--------�
UNDERLAYMENT--
DMC 150SS Fixed SUBSTRATE
Enhanced-180
I
i
DRX15002.5 FL17679-R5 Page 5 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DREX
4 GREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX A
Fastening Details
Nomenclature Attachment
1/4"BEAD BOSTIK 70-05A
DMC 15OSS PANEL ,\
22 GA DMC 150SS CLIP -•.\
(2)#10-13 PHW l
DMC 15OSS Enhanced(Al) UNDERLAYMENT —�
SUBSTRATE
11
I t
5
DMC 1755 Panel
DMC 1755 UL Clip
#10.13 PH Screw
(2)per clip �\
DMC 175S#10 Standard \
DMC 175S PANEL--
DMC175SULCLIP-----,\.
�.
#14.13 DP1 PHDD(2 Per Cup) — \\ \
3X3.1eGABEARINGPLATE—A \ \
METALDECK� \
ISO INSULATION
DMC 175S#14 Standard
1
DRX15002.5 FL17679-R5 Page 6 of 9
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DREX
CREEK Metal METALS,INC.
Metal Roofing(HVH2)
TECHNICAL SERVICES, LLC APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 200S PANEL-
DMC 200S BUTTERFLY CLIP
(2)#10-13 PHW —�
UNDERLAYMENT
SUBSTRATE� 1
DMC 200S Butterfly , 1
DMC 200S PANEL
DMC 200S BUTTERFLY CLIP
#10 - 16 DP3 PHD---
UNDERLAYMENT
METAL DECK-�
DMC 200S Butterfly(Steel) \ \'
Use 18 ga.bearing plate over polyisocyanu rate insulation
DMC 200S PANEL
DMC 200S CONTINOUS \
BUTTERLY CLIP
#10 - 16 DP3 PHD
UNDERLAYMENT
\\\
DMC 200S Continuous METAL DECK --,
Butterfly(Steel)
Use 18 ga.bearing late over polyisocyanurate insulation
DRX15002.5 FL17679-R5 Page 7 of 9
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
DREX
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX A
Fastening Details
Nomenclature Attachment
DMC 200S PANEL
DMC 200S CLIP
(2)#10-13 PHW
UNDERLAYMENT
SUBSTRATE
DMC 200S Fixed
1/4"BEAD BOSTIK 70-05A
DMC 200S PANEL—--
DMC 200S CLIP
(2)#10-13 PHW
DMC 200S Fixed
Enhanced UNDERLAYMENT
}
SUBSTRATE
HWH WOOD SCREW WfTH
SEALING WASHER
DMC 5V Standard
DRX15002.5 FL17679-R5 Page 8 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
DREX
CREEK Metal METALS,INC.
Metal Roofing(HVH2)
TECHNICAL SERVICES, LLC APPENDIX A
Fastening Details
Nomenclature Attachment
#10-14 DREXMET WOODSCREW----
DMC 5V PANEL \
METSHIELD HT UNDERLAYMENT----\ �\
\
DMC 5V#10 Standard PLYWOOD-1
DRX15002.5 FL17679-R5 Page 9 of 9
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX B
APPROVED ROOF SYSTEMS
The following notes shall be observed when using the assembly tables below.
1. Maximum Design Pressure(MDP)was calculated using a 2:1 margin of safety per FBC Section 1523.4.
2. Refer to LIMITATIONS and sections of this evaluation when using the table(s)below.
3. Refer to INSTALLAnON section of this report for installation detail when the information is not explicitly stated for the selected assembly.
4. The on-center(o.c.)spacing given is the maximum allowable attachment spacing for the rated system.
5. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226,Type II installed as described
in FBC Section 1518.2.1 with nails and tin caps per 1517.5.
6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga(Fy=min.33 ksi)Wide Rib Deck(Type WR)
conforming to ANSI/SDI-RD1.0&FBC. In no case shall the panels be installed on less than two continuous spans,which are spaced a maximum 5-ft o.c.
At minimum,the deck shall be attached with one(1)#12 x 1.5-inch HWH self-drilling screws at the bottom of each flute(maximum.6-inch o.c.along the
support). At minimum,the deck side laps shall be fastened a maximum 6-inch o.c.with#12 x 1.5-inch HWH self-drilling screws.
7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19/32-inch thick APA Span-Rated plywood
sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood sheathing or wood plank
thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment be less than 8d ring shank nails
spaced 6-inch o.c.
Roof System Numbers and Definitions
100NS-W# DMC 100NS over Wood Deck New or Existing)
150SS-W# DMC 150SS over Wood Deck New or Existin
175S-S# DMC 175S over Steel Deck New or Existing)
175S-W# DMC 175S over Wood Deck new or Existing)
200S-S# DMC 200S over Steel Deck New or Existing)
200S-W# DMC 200S over Wood Deck New or Existing)
5V-W# DMC 5V over Wood Deck New or Existing)
Approved Systems for DMC 100NS over Wood Deck(New or Existing)
System Deck Fire Barrier Underla ment Roof Panel Panel Attachment MDP
No. y (psi
Min.15/32 OPTIONAL 24 ga.DMC 100NS DMC 10ONS Standard attachment -97.5
100NS-W1 CDX plywood Versashield Solo As required per FBC Max.16-inch wide with fasteners spaced 10.5 in.o.c.
Min.15/32 OPTIONAL 24 ga.DMC 10ONS DMC 10ONS Standard attachment _120
10ONS-W2 CDX plywood Versashield Solo As required per FBC Max.16-inch wide with fasteners spaced 5.25 in.o.c.
Min.15/32 OPTIONAL 24 ga.DMC 100NS DMC 10ONS Enhanced attachment -135
100NS-W3 CDX plywood Versashield Solo As required per FBC Max.16-inch wide with fasteners spaced 5.25 in.o.c.
DRX15002.5 FL17679-R5 Page 1 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other
product attributes that are not specifically addressed herein.
DREX
GREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX B
Approved Systems for DMC 150SS over Wood Deck(New or Existing)
System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP
No. (psf)
0.032"AI DMC 150SS DMC 150SS Standard )
(All attachment
150SS-W1 Min.plywood
OPTIONAL As required per FBC Max.16-inch wide -90
CDX pllywood Versashield Solo 180°seam with clips spaced 16 in.o.c.
Min.15/32 OPTIONAL 24 ga.DMC 150SS DMC 150SS Fixed-90 attachment
150SS-W2 CDX plywood Versashield Solo As required per FBC Max.16-inch wide with clips spaced 16 in.o.c. -90
90"seam
24 ga.DMC 150SS DMC 150SS Butterflyattachment
150SS-W3 Min.plywood
OPTIONAL As required per FBC Max.164nch wide -99.25
CDX plywood Versashield Solo 180°seam with clips spaced 16 in.o_c.
24 ga.DMC 150SS DMC 150SS Continuous Butterflyattachment
150SS-W4 Min.plywood
OPTIONAL As required per FBC Max.16-inch wide -114.25
CDX plywood Versashield Solo 180"seam with fasteners spaced 12 in.o.c.
Min. 15/32 OPTIONAL 24 ga.DMC 150SS DMC 150SS Fixed Enhanced-90 attachment
150SS-W5 CDX plywood Versashield Solo As required per FBC Max.1with clips spaced 12 in.o.c.
6-inch wide -150
Min.90"seam
Min.15/32 OPTIONAL 24 ga.DMC 150SS DMC 150SS Fixed Enhanced-180 attachment
150SS-W6 CDX plywood Versashield Solo As required per FBC Max.16-inch wide with clips spaced p 8 in.o.c. -165
Min.180°seam
Min.15/32 OPTIONAL 0.032"AI DMC 150SS DMC 150SS Enhanced(Al)attachment
150SS W7 CDX plywood Versashield Solo As required per FBC Max.16-inch wide 180°seam p p -180
with clips spaced 8 in.o.c.
Approved Systems for DMC 175S over Steel Deck(New or Existing)
System Deck Fire Barrier Insulation Underla ment Roof Panel Panel Attachment MDP
No.
y (Psf)
Min.1 in.Approved 0.040"AI DMC 175S DMC 175S#14 Standard attachment
Min.22 ga. -88
175S-S1 As required polyisocyanurate As required per FBC Max.17.5-inch wide with clips spaced 18 in.o.c.
Type B Steel insulation board
DRX15002.5 FL17679-R5 Page 2 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other
product attributes that are not specifically addressed herein.
CREEK - Metal METALS,INC.
Metal Roofing(HVH2)
TECHNICAL SERVICES, LLC APPENDIX B
Approved Systems for DMC 175S over Steel Deck New or Existing)
System Deck Fire Barrier Insulation Underlayment Roof Panel Panel Attachment MDP
No. (Psf)
Min.1 in.Approved
175S-S2 Min.22 ga. As required polyisocyanurate As required per FBC Max. AI DMC wide
DMC 175S#14 Standard attachment
w
_129.25
Type B Steel insulation board Max.17.5-inch wide with clips spaced 12 in.o.c.
Approved Systems for DMC 176S over Wood Deck(New or Existing)
System Deck Fire Barrier Underlay ment Roof Panel Panel Attachment MDP
No. (psf)
ASTM D 226,Type If roofing felt attached per
175S-W1 Min.15/32 1518.2.1 with nails and tin caps per 1517.5 0.032"AI DMC 175S DMC 175S#10 Standard attachment _74.75
CDX plywood followed by Metshield High-Temp Max.18-inch wide with clips spaced 24 in.o.c.
Underlayment self-adhered to felt
Min.15/32 OPTIONAL 24 ga.DMC 175S DMC 175S#10 Standard attachment $4.25
175S-W2 CDX plywood Versashield As required per FBC Max.18-inch wide with clips spaced 16in.o.c.
Solo
Min.15/32 OPTIONAL 0.040"AI DMC 175S DMC 175S#10 Standard attachment _106.75
175S-W3 CDX plywood Versashield As required per FBC Max.17.5-inch wide with clips spaced 18 in.o.c.
Solo
Min.15/32 OPTIONAL 24 ga.DMC 175S DMC 175S#10 Standard attachment _121.75
175S-W4 CDX plywood Versashield As required per FBC Max.18-inch wide with clips spaced 8 in.o.c.
Solo
ASTM D 226,Type II roofing felt attached per
175S-W5 Min.15/32 1518.2.1 with nails and lin caps per 1517.5 0.032"Al DMC 175S DMC 175S#10 Standard attachment _131
CDX plywood followed by Metshield High-Temp Max.18-inch wide with clips spaced 6 in.o.c.
Underlayment self-adhered to felt
Approved Systems for DMC 200S over Steel Deck New or Existing)
System Deck Fire Barrier Insulation Underlayment Roof Panel Panel Attachment MDP
No. y (Psf)
Min.1 in.Approved 24 ga.DMC 200S DMC 200S Buttertly(Steel)attachment
Min.22 ga. -88
200S-S1 As required polyisocyanurate As required per FBC Max.16-inch wide with clips spaced 24 in.o.c.
Type B Steel insulation board 180°seam
DRX15002.5 FL17679-R5 Page 3 of 5
This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
GREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES,LLC APPENDIX B r
Approved Systems for DMC 200S over Steel Deck New or Existin
System Deck Fire Barrier Insulation Underla ment Roof Panel Panel Attachment MDP
No. y (pso
24 ga.DMC 200S DMC 200S Butterfly(Steel)attachment
Type
200S-S2
Min.22 ga.B Steel As required None As required per FBC Max.16-inch wide with clips spaced 24 in.o.c. -91.75
180"seam
Min.22 ga. Min.1 in.Approved 24 ga.DMC 200S DMC 200S Continuous Butterfly(Steel) -121.75
Type yp As required polyisocyanurate As required per FBC Max. 16-inch wide e B Steel insulation board 180"seam attachment with clips spaced 12 in.o.c.
Min.22 ga. 24 ga.DMC 200S DMC 200S Continuous Butterfly(Steel)
200S-S4 As required None As required per FBC Max.164nch wide -151.75
Type2 in.o.c.
Approved Systems for DMC 200S over Wood Deck(New or Existing)
System Deck Fire Barrier Underla ment Roof Panel Panel Attachment MDP
No. y (psf)
040"AI DMC 200S 0.
Min.19/32 OPTIONAL As required per DMC 200S Fixed attachment
20OS-W1 q Max.16-inch wide with clips spaced 16 in.o.c. -105
CDX plywood Versashield Solo FBC 180°seam
Min.19/32 OPTIONAL As required per 0.040"AI DMC 200S DMC 200S Fixed Enhanced attachment
200S-W2 CDX plywood Versashield Solo FBC Max.16-inch wide with clips spaced 8 in.o.c. -180
180°seam
Approved Systems for DMC 5V over Wood Deck(New or Existing)
System Deck Fire Barrier Underla ment Roof Panel Panel Attachment MDP
No. y (pso
ASTM D 226,Type II roofing felt attached 0.032"AI DMC 5V DMC 5V#10 Standard attachment
5V-W1 Min.15/32 OPTIONAL per 1518.2.1 with nails and tin caps per Min.21-inch to with#10-14 HWH wood screws with -56
CDX plywood Versashield Salo 1517.5 followed by Metshield High-Temp Max.24-inch coverage sealing washers spaced 18 in.o.c.
Underiayment self-adhered to felt
DRX15002.5 FL17679-R5 Page 4 of 5
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use, or other
product attributes that are not specifically addressed herein.
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX B
Approved Systems for DMC 5V over Wood Deck(New or Existing)
System Deck Fire Barrier Underlay ment Roof Panel Panel Attachment MDP
No. (psf)
Min.15/32 OPTIONAL 26 ga,DMC 5V DMC 5V Standard attachment
5V-W2 CDX plywood Versashield Solo As required per FBC Min.21-inch to p p -60
Max.24-inch coverage with clips spaced 16 in.o.c.
ASTM D 226,Type II roofing felt attached 26 ga.DMC 5V DMC 5V#10 Standard attachment
Min.15/32 OPTIONAL per 1518.2.1 with nails and tin caps per
5V-W3 CDX plywood Versashield Solo 1517.5 followed by Metshield High-Temp Min.inch c h e with ling washers
HWH wood screws with -71
Underlayment self-adhered to felt Max.24-inch coverage sealing washers spaced 24 in.o.c.
Min.15/32 OPTIONAL 26 ga,DMC 5V DMC 5V Standard attachment
5V-W4 CDX plywood Versashield Solo As required per FBC Min.21-inch to with clips spaced 81n.o.c. -121.75
Max.24-inch coverage
ASTM D 226,Type II roofing felt attached 26 ga.DMC 5V or DMC 5V#10 Standard attachment
5V-W5 Min.15/32 OPTIONAL per 1518.2.1 with nails and tin caps per 0.032"AI DMC 5V with#10-14 HWH wood screws with -206
CDX plywood Versashield Solo 1517.5 followed by Metshield High-Temp Min.21-inch to sealing washers spaced 6 in.o.c.
Underlayment self-adhered to felt Max.24-inch coverage
DRX15002.5 FL17679-R5 Page 5 of 5
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
DREX
GREEK Metal METALS,INC;
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC APPENDIX C
DESIGN WIND LOADS
The following tables provide design wind loads for components and cladding in accordance with Section 1620 of the FBC and ASCE 7-10 under the following
provisions:
1. For Hip roofs between 2:12 and 5.6:12,Zone 3 shall be treated as Zone 2.
2. Wind speeds for risk category I, ll, III,and IV buildings shall be as defined in Section 1620 of the FBC.
3. Exposure C and D shall be as defined in section 1620 of the FBC.
4. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12
5. All calculations are based on an effective wind area of 10-ft2 or less.
6. Topographic factors such as escarpments or hills have been excluded from the analysis
7. Overhangs have been excluded from the analysis.
8. Wind directionality factor, Kd=0.85
9. Design wind loads are calculated using Pasd=0.6P„1i.
10. Projects with mean roof heights greater than.60-ft shall be evaluated by a licensed design professional
11. Zones 1,2,and 3 shall be defined as shown below. Dimension"a"shall be 10%of the least horizontal dimension or(0.4 x Mean Roof Height),whichever
is smaller,but not less than either 4%of the least horizontal dimension or 3ft
Gable Hip \
a
a
3 2 3 13 2 131 a \ 3 2 a
2 1 2 2 1 2 2 1 2 2 1 2
3 2 3 3 2 3 a 2 3 a
lal lalal lal laI lal
DRX15002.5 FL17679-R5 Page 1 of 3
This evaluation report is provided for State of Florida product approval under Rule 614320-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
CREEK DREXEL METALS,INC,
TECHNICAL SERVICES, LLC Metal Roofing(HVHZ)
APPENDIX C
GabtelHi osu
in Ex Roofs. u
Roofs. rd C in Miami-Dade&WoWard County(Rdofslopes;between 2:12 and 6.1:12)
Building Type M .1 � I 136'sid'Wind eed(moh)
Mean Roof
Zone Height(it) Risk Cat I Risk Cat I Risk Cat If Risk Cat 11 Risk Cat Ill,IV Risk Cdt'III,IV
156 165 -170 .176 180 100
20 -30.9 -34.6 -36.7 -38.9 -41A -43.9
25 -32.3 -36.1 -38.3 -40.6 -42.9 -45.9
1 30 -33.6 -37.6 -39.9 -42.3 -44.8 -47.8
40 --:35.7 -39.9 -42.4 -44.9 -47.5 -50.7
50 :i7�4 41.8 -44.4 -47.1 -49.8 -53.2
- 60 -38.8 -43.4 -46.1 -48.8 -51.6 -55.1
20 -53.8 -60.1 -63.8 -67.7 -71.6 -76.4
25 -56.2 -62.8 -66.7 -70.7 -74.8 -79.8
Enclosed 2 30 -58.5 -65.5 -69.5 -73.7 -77.9 -83.2
40 -62.1 -69.5 -73.8 -78.2 -82.7 -8843
50 -65.1 -72.8 -77.3 -81.9 -86.7 -92.6
60 -67.5 -75.5 -80.2 -84.9 -89.9 -96.0
20 -79.5 -88.9 -94A -100.0 -105,8 -113.0
25 -83.0 -92.9 -98.6 -104.5 -110.5 -118.0
3 30 -86.6 -96.8 -102.8 -108.9 -115.3 -123A
40 -91.9 -102.8 -109.1 -115.6 -122.3 -130.6
-50 -96.3 -107.7 -114.3 -121.2 -128.2 -136.9
60 -99.8 -111.7 -118.6 -125.6 -132.9 -141.9
io- -41.5 -46.4 -49.2 -52.2 -55.2 -58.9
25 -43.3 -48.5 -51.4 -54.5 -67.7 -61.6
1 30 45.2 -50.5 -53.6 -56.8 -60.1 -64.2
40 47.9 -53.6 -56.9 -60.3 -63.8 -68.1
50 -50.2 -56.2 -69.6 -63.2 -66.9 -71.4
60 -52.1 -58.2 -61.8 -65.5 -69.3 -74.0
20 -64.3 -72.0 -76.4 -81.0 -85.7 -91.5
25 ---67.2 -75.2 -79.8 -84.6 -89.5 -95.5
Partially 2 30 -78.4 -83.2 -88.2 -93.3 -99.6
Enclosed 40 --:74.4 -83.2 -88.3 -93.6 -99.0 -105.7
50 -77.9 -87.2 -92.5 -98.1 -103.8 -110.8
60 -80.8 -90.4 -95.9 -101.7 -107.6 -114.8
20 -90.1 -100.8 -107.0 -113.4 -119.9 -128.1
25 -94.1 -105.3 -111.7 -118.4 -125.3 -133.8
3 30 -98.1 -109.7 -116.5 -123.4 -130.6 -139.4
40 -104.1 -116.5 -123.6 -131.0 -138.6 -148.0
50 -1--109.1 -122.1 -129.6 -137.3 -146.2 -155.1
60 -126.5 -134.3 j -142.3 -150.6 -160,8
DRX15002.5 FL17679-R5 Page 2 of 3
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
CREEK Metal METALS,INC.
Metal Roofing(HVHZ)
TECHNICAL SERVICES, LLC `
APPENDIX C
Gable/Hi Roofs in Ex osure D In Miami-Dade&Broward County. Roof slopes between 2:12.and 6.1:12
Basic Wind S eed(mph)
Building Type Zone Mean Roof Risk_Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III,IV Risk'Cat'III;IV
Height(ft) 156 165 170 175 180 .186 .
20 -37.1 -41.5 -44.0 -46.6 -49.3 -52.7
25 -38.4 -43.0 -45.6 -48.4 -51.2 -54.6
1 30 -39.8 -44.5 -47.3 -50.1 -53.0 -56.6
40 -41.9 -46.8 -49.7 -52.7 -55.7 -59.5
50 -43.6 -48.8 -51.8 -54.8 -58.0 -62.0
60 -45.0 -50.3 -53.4 -56.6 -59.9 -63.9
20 -64.5 -72.2 -76.6 -81.2 -85.9 -91.7
25 -66.9 -74.8 -79.5 -84.2 -89.1 -95.1
Enclosed 2 30 -69.3 -77.5 -82.3 -87.2 -92.3 -98.5
40 -72.9 -81.5 -86.5 -91.7 -97.0 -103.6
50 -75.9 -84.9 -90.1 -95.5 -101.0 -107.8
60 -78.3 -87.5 -92.9 -98.5 -104.2 -111.2
20 -95.4 -106.7 -113.3 -120.1 -127.0 -135.6
25 -98.9 -110.7 -117.5 -124.5 -131.7 -140.6
3 30 -102.5 -114.6 -121.7 -128.9 -136.4 -145.7
40 -107.8 -120.6 -128.0 -135.6 -143.5 -153.2
50 -112.2 -125.5 -133.2 -141.2 -149.4 -159.5
60 -115.7 -129.5 -137.4 -145.6 -154.1 -164.5
20 -49.8 -55.7 -59.1 -62.6 -66.3 -70.7
25 -51.6 -57.7 -61.3 -64.9 -68.7 -73.4
1 30 -53.4 -59.8 -63.5 -67.3 -71.2 -76.0
40 -56.2 -62.9 -66.8 -70.7 -74.8 -79.9
50 -58.5 -65.5 -69.5 -73.6 -77.9 -83.2
60 -60.4 -67.5 -71.7 -76.0 -80.4 -85.8
20 -77.2 -86.4 -91.7 -97.2 -102.8 -109.8
25 -80.1 -89.6 -95.1 -100.8 -106.6 -113.8
Partially 30 -82.9 -92.8 -98.5 -104.4 -110.4 -117.9
Enclosed 2 40 -87.2 -97.6 -103.6 -109.8 -116.1 -124.0
50 -90.8 -101.6 -107.8 -114.3 -120.9 -129.1
60 -93.7 -104.8 -111.2 -117.9 -124.7 -133.1
20 -108.1 -120.9 -128.4 -136.0 -143.9 -153.7
25 -112.1 -125.4 -133.1 -141.1 -149.2 -159.4
3 30 -116.1 -129.9 -137.9 -146.1 -154.6 -165.1
40 -122.1 -136.6 -145.0 -153.7 -162.6 -173.6
50 -127.1 -142.2 -151.0 -160.0 -169.2 -180.7
60 1 -131.1 -146.7 -155.7 1 -165.0 -174.6 -186.4
DRX15002.5 FL17679-R5 Page 3 of 3
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or
quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other
product attributes that are not specifically addressed herein.
Florida Building Code Online Page 1 of 2
•.+r�Gam'.��1..�..JJ`.'�� � I 1 .f r �v��� �` I ISE
IF
SCIS Home t Log In `User Registration Hot Topics Submit Surtharge I Stats a Facts Publlcatlons i Contact Us BCIS Slte Map Unks Search I
a
n, Product Approvaldb r �m ��USER:Public User
P \1 t}V
' Prorinu Annmval I4emi>Pmdnct fir Annllctlon Search>Annllcm inn I1st>Appiieation Detail s -
ee��V
FL* FL5259-R28 �V
Application Type Revision
Code Version 2017
Application Status Approved
s
Comments
Archived
7
a'
Product Manufacturer POLYGLASS USA �
Address/Phone/Email 1111 W.Newport Center Drive db�o
Deerfield Beach,FL 33442
(954)233-1330 Ext 242 3
malpert@polyglass.com
Authorized Signature Maury Alpert
malpert@polyglass.com
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(912)429-8610
MAlpert@polyglass.com
Quality Assurance Representative Ariel Lender
Address/Phone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442
(954)233-1230
ALender@polyglass.com
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 09/13/2021
Validated By John W.Knezevich,PE
�i Validation Checklist-Hardcopy Received
Certificate of Independence FL5259 R28 COi 7.018 01 COi NIEMiNEN.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D226 REVIEWEorOR009,
ASTM D4798 ��WW
ASTM D6164 `BODE COM P FoilA CE
ASTM 06222 ST. LU i�lA �@�
FM 4474 CIE C ®.Tal
FRSA/TRI April 2012 B'� `�
UL 1897 012
Y�
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Cr... 12/19/2018
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2018
Date Validated 01/29/2018
Date Pending FBC Approval 01/30/2018
Date Approved 04/10/2018
Summary of Products
FL# Model,Number or Name Description
5259.1 Polyglass Roof Roofing underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL5259 1128 It 2016 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
Approved for use outside HVHZ:Yes R28,Ddf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes
Other:1.)The design pressure In this Evaluation Reports
application relates to one particular FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259-
underlayment system(over concrete deck) R28.Ddf
for use under foam-on the systems(where Created by Independent Third Party:Yes
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.
flack Nc t
Contact Us::2601 Blair Stone Road Tallahassee 39 Phone:850.487-1824
The State of Flodda Is an AA/EEO employer.Convriaht 2007-2013 State or Florida.::Privacy Statement::Acco$3Ibllity 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
moll to this entity.Instead,contact the oince by phone or by traditional mall.If you have any questions,please contact 850.497.1395.•Pursuant.lo Section 45S,I75
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter455,F.S.must provide the Department with an email address If they have one.The
smalls 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 small address which can be made avallable to the public.To determine if you am a licensee under Chapter 455,F.S.,please
click hem.
Product Approval Accepts:
91 WN ii Md M
Credit Card
Safe
I
http://www.floridabuilding.org/pr/pr�_app_dtl.aspx'?paratn=wGEVXQwtDgvbSgAaZp3 Cr... 12/19/2018
`
`
�
NEMO I etc.
. Ce/tl0c*te ofAvmorizummu32455
353Christian Street, Unit#l3
Oxford,CT 06478
<203\2G2-9245
Ems/mssn cv*Lv*'E .^~. CONSULT
EVALUATION REPORT Evaluation Report P12060.02.09-R24
Polyglass,USA,Inc. FL5259-R29
1111 West Newport Center Drive Date of Issuance:02/24/2009
Deerfield Beach,FL 33442 Revision 24:01/24/2018
(954)233-1230
8cops:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials In the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.
for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 6e Edition (2017) Florida Building Code sections noted
herein.
DsScmpnOm; PolygasnRoof Un6eHaymams
Lxocums; Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report isvalid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes,or provisions of the Code that reiate to the product change. Acceptance ofthis
Evaluation Report by the named client constitutes agreement to notify Robert N\em\nen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEKAO\etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
Amnswr/ssxxswr; The Evaluation Report number preceded by the words "N[N1Oletc. 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 ofpages 1through 1[
Prepared by:
—~-_--_--'__
Robert J.k8.Nienmineo P.E.
The facsimile seal appearing was authorized uvRobert wumm=
Florida Registration No.59266,Florida DCA ANE1983p.s.onm/24/20m.This does not serve as an electronically
signed document.
CERTIFICATION oFINDEPENDENCE:
z. NEK4O I etc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company.manufacturing or
distributing products itevaluates.
z. NEMO I etc.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.'
S. This isabuilding code evaluation. NehherNgN0 Ietc.nor Robert N!pm|oen, P.E.ane,inany way,the Designer ofRecord 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.
ONEMOJetc.
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 6'h Edition (2017)Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1504.11 Wind Uplift FM 4474 2011
1504.3.1 Wind Uplift UL 1897 2012
1507.2.3/1507.1.1 Physical Properties ASTM D226 2009
1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015
1507.3.3 Physical Properties FRSA/TRI April 2012 2012
1507.11.2 Physical Properties ASTM D6164 2011
1507.11.2 Physical Properties ASTM D6222 2011
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
gaiiiy Examination Reference Date
FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000
PRI(TST 5878) Physical Properties PRIO1111 0410812002
PRI(TST5878) 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 5879) Physical Properties PUSA-028-02-01 07113/2005
PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006
PRI(TST 5878) Physical Properties PUSA-035.OZ-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 01128/2008
PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008
PRI(TST5878) Physical Properties PUSA-083-02-01 04/14/2008
PRI(TST5878) Physical Properties PUSA-088-02-01 07/29/2009
MTI(TST 2508) Physical Properties 1X20H7A 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 04/1112007
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
ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011
ERD(TST 6049) Physical Properties P37300.10-11 10/19/2011
MEMO ETC,LLC- Evaluation Report P12060.02.09-R24
Certificate ofAuthorkathan#32455 e EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/2412018
Page 2ol'14
NNEMOjetc.
Entity Examination Reference Date
ERD(TST 6049) Physical Properties P40390.08.12-1 08%06/2012
ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012
ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012
ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013
ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013
ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013
ERD(TST 6049) Wind Uplift 11757.04.01-1-Ri 04/30/2013
ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013
ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013
ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013
ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014
ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014
ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014
ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014
ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014
ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015
ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015
ERD(TST 6049) Physical Properties P44360.10.14-R1 - 05/18/2015
ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015
ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016
ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016
ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016
ERD(TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016
ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017
ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017
ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014
Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015
Polyglass USA Manufacturing Affidavit Products Current 02/18/2009
Polyglass USA PA Affidavit Mule-Hide Cross Ltg 03/01/2008
Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018
4. PRODUCT DESCRIPTION:
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 S „ Underlayments:
4.2.1 Polystick MTS r Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass
einforced,surfaced with polyolefinic film surface;meets FRSA/TRI April 2012.
4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an
aggregate surface;meets ASTM D1970,
4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a
polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 3 of 14
NNEMOletc.
4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester
reinforced,with a granular surface;meets FRSA/TRI April 2012.
4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester
fabric surface;meets ASTM D1970 and FRSA/TRi April 2012.
4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR) are polyester
reinforced,AFP modified bitumen cap sheets;meet FRSA/TRI April 2012.
4.2.7 Polystick Dual Pro'"' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970.
4.2.8 Polystick Tile Pro'" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polyester fabric surface;meets ASTM D1970 and FRSA/TRI April 2012.
4.2.9 Polystick MU-X is a nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass
reinforced,with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970(See Section
5.8).
4.3 Mechanically Fastened and/or Bonded Underlayments:
4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand-surfaced SBS
modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an
alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the"Single Ply System"from FRSA/TRI April
2012 (04-12) beneath mechanically fastened the roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply
System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems.
4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164.
Elastoflex 56 G and 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 the 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 the 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 the roof systems. Polyflex G FR Is for use as an alternate to Heat
Applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile
roof systems.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither NEW Ietc- 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 Poiyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
NEMO ETC,U.C. Evaluation Report P12060.02.09-R24
certificate ofAuthodzotion#32455 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Poiygtass Roof Underiayments;(954)233-1230 Revision 24:01/24/2018
Page 4 of 14
NEMO etc.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes Slate
&Shingles
Elastobase Yes Yes Yes Yes Yes Yes
(Base Sheet In 2-ply system) (Base Sheet to 2-ply system)
Elastobase P Yes Yes Yes Yes Yes Yes
(Base Sheet In 2-ply system) (Base Sheet In 2-ply system)
Polyglass G2 Base No Yes Yes No No No
(Base Sheet In 2-ply system) (Base Sheet In 2-ply system)
POI lass APP Base No Yes Yes
(Base Sheet In 2-ply system) (Base Sheet to 2-ply system) NO - NO No
Pol stick MTS r MTS PLUS Yes Yes No Yes Yes Yes
Polystick IR-Xe Yes No No No Yes Yes
Polystick TU P No Yes Yes (See 5.5.1) No No No
PolystickTU Plus Yes Yes Yes (See5.5.1) 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 S6 G FR Yes Yes No No Yes Yes
Elastoflex G TU Yes Yes Yes (See 55.1) 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
DAP Foam Touch'n Seal Storm Bond Roof
Tile Adhesive FL14506 Polystick TU Plus,Polystick TU Max
Dow T(IeBond"' FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset"AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro,
ICP Adhesives Polyset°RTA-1 FL6276 Elastoflex G TU,Elastoflex 56 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,
Mule-Hide 5A-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 Eta EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-RZB
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 5 of 14
Ir
NNEMOJetc.
5.6 Allowable Substrates:
5.6.1 Direct-Bond to Deck:
Polystick(all variations),Dual Pro,Tile Pro, Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet
(FR)self-adhered to:
➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing
plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern 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 S6 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 the
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:
9 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 tile systems, base layer shall be attached per minimum
requirements of FRSA/TRI April 2012(04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in
accordance with FBC Section 1504.3.1.
NEMO ETC,U.C. Evaluation Report P32050.02.09-R24
Certificate ofAothorizotion 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28'
Polyglass Roof Underlayments;(954)Z33-1230 Revision 24:01/24/2018
Page 6 of 14
*NEMOletc.
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile A22lications. FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment
forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRJ 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/TRl April 2012(04-
12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads.
41 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: None
Base Ply- (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered,
#2 Maximum Design Pressure=-97.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
IN"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#3 Maximum Design Pressure=-105 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x
1Y."ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c.
#4 Maximum Design Pressure=-135 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#5 Maximum Design Pressure=-315 psf
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Tile Pro,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#6 Maximum Design Pressure=-622.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: PG100 or ASTM D41
Underlayment: Elastoflex G TU or Elastoflex SIS G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#7 Maximum Design Pressure=-30.0 psf*:
Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mute-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-Inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered,
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered,
NEIVIO ETC,I.I.C. Evaluation Report P12060.02.09-R24
Curttficate of Authorization#32455 (f"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 7 of 14
NMEMO etc.
#8 Maximum Design Pressure=-37.5 psf*:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#9 Maximum Design Pressure=-37.5 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-Inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt.
#10 Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(1)layer ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c,at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU.Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide 5A-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt.
#11 _Maximum Design Pressure=-45 psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type II felt
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertin caps
Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot
asphalt.
#12 Maximum Design Pressure=-45 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-Inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#13 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners. Simplex MARX Cap Fasteners
Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#14 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Cert(J1Cote OfAuthorization#324ss 6T'EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 8 of 14
MEMO I etc.
#15 Maximum Design Pressure=-52.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#16 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) '
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/84nch 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applled.
#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.atthe 4-inch wide side laps and 12-inch o.c,at two(2)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#18 Maximum Design Pressure=-67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment)
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-
applied.
#19 Maximum Design Pressure=-75 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment)
Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners
Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c,at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-
applied.
#20 _Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#21 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded tap 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Trufast 414 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 56 G,applied in full mopping of hot asphalt.
NEM0 ETC,U.C. Evaluation Report P12060.02.09-R24
Certificate of Authorization#32455 6T0 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259.R26
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2016
Page 9 of 14
r
NMEMO I etc.
#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 underloyment)
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 MARX 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 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G,torch-
applied.
#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 or Polystick MTS PLUS,self-adhered.
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#25 Maximum Design Pressure=-105 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 pap)
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.
#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 diametertin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Primer: PG100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS or Polystick MTS PLUS,self-adhered
Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered.
#27 Maximum Design Pressure=-120 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 five(5)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
#28 Maximum Design Pressure=-120 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 S6 G,applied in full mopping of hat asphalt.
5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum
Design Pressure of-45 psf.
NEMO ETC,LLC. Evaluation Report P12060.02.09-R24
Certifkote of Authorization#32455 EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28
Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018
Page 10 of 14
-
`
NNEMOjetc.
5.6.42 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed
that required under FR3x/rRI April lO1I(04'12),Appendix 4Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC I609. In this case,Zones Z and shall employ an attachment density
designed by 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\/m}u,tivnsset forth in Section 2.2.10.1ofFKx Loss Prevention Data Sheet 1-2g(January
2V16)for Zone 2/3enhancements,
5.7 Exposure Limitations:
E|astoba,e' Bastohasep, Po|yg|ass 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 Eiastoflex G TU shall not be left exposed for
longer than 3.8O'daynafter installation.
polyOpx34P or SAP FR, o, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure
limitation, unless the prepared roof covering is to be adhesive-set tile, in which case the maximum exposure is 30
days.
Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation,unless the
prepared roof covering is to be adhesive-set tile (E\agoOex56 G o, Polyflex G only), in which seethe mauhnunn
exposure is1nVdays.
5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing felt inadry condition,tested atstandard laboratory conditions. Agreement between purchaser and seller,as
set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance.
5.9 Tile Slippage Limitations(FRSA/TRI April 201�(04-12)):
When loading roof d|os on the undedaymentin direct-deck fi}o assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2:TILE SLIPPArn UmITATIONS FOR DIREcTDECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method Maximum Slope
Flat 10-tile stack 7:12
Elastoflex G TU 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 or MTS PLUS Flat 6-tile stack(4 over 2) 5:12
Lugged- 6-tile stack(4 over 21 4:12
Polystick Tile Pro Flat or Lugged 6-tile stack 14 over 2) 7;12
Flat 6-tile stack(4 over 2)or 10-tile stack 7:12
Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12
Lugged 10-tile stack 6:12
Polystick TU P Flat 6-till a stock(4 over 2) 6:12
Lugged 6-tile stack(4 over 2) 4:12
PolystickTU 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
Flat or Lugged 6-tile stack(4 over 2) 1 4,12
wewoETC,uz. Evaluation nepprtmz06ouzxn*a
un*m*°ofAuthorization wam55 0"EDITION|mo>ecwnm'omozEVALUATION razo*z
polyglwoRoof u^no,uvmunu;|o5wzsa-1z o Revision 24:01/24/201B
Page uv,m
`
NNEMOletc.
6. INSTALLATION:
6.1 Polyglass Roof Undwrlaymenmshall beinstalled inaccordance with Puhgbs 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 toremove
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 Non-Tile Applications:
Shall be installed In compliance with the codified requirements for ASTIVI D226,Type 11 underlayment in.FBC Table
zso7.1'1for the type ofprepared roof covering toheinstalled.
8|amoba,e.Bostohm,epo,Mule-Hide Nail Base may becovered with alayer ofpolya|ck,pnlyflemSAP,Po|)f|exau
P FR, Mule-Hide SA-APP cap Sheet or SA-APP cap sheet (p;q' self-adhered, 8astoflom m Tu' E\a#vflex5e G o,
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 under|ayment,os set forth inTable 1.
6.3.2 Tile Applications:
ga$ouase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two
Ply System"from FmsA/TRI April 2oz2N4'z2>. Reference ismade uoTable zand Section 5's.4herein,coupled with
installationFRSA/TR1 April 2012(04-12) |
6.4 tPolystick MTS.)MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MLI-X or Polyflex SAP,Polyflex SAP FR,
Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR):
0.4.1 Shall beinstalled incompliance with the codified requirements for ASTM o1g7o(except polysncx/u,)unuenaymem
inFBCTable 15u7'1'zfor the type ofprepared roof covering u,beinstalled.
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 o,ox-App Cap Sheet(PR)should be back-nailed in,,e|vage edge seam in accordance with pn)mg|a,s/Mule-
Hide back nailing guidelines. Nails shall he corrosion resistant, 11 gauge ring-shank type with e minimum I-Inch
diameter metal disk vrSimplex-type metal cap nail,ataminimum rate cf 12"o.c PolyotickTVPlus should heback-
nailed using the above noted fasteners and spacing, In area marked "nail area, area para c|mmr" onthe face of
membrane. The head lap membrane\smcover the area bi back-nailed.
All aea|'|ap seams (selvage laps) must be
firmly rolled with a minimum 28 )b. hand
roller toensure full contact and adhesion,
For Dual pm and Tile Pm, align the edge of
the top sheet tothe end vfthe glue pattern
(the sheet will overlap the fabrid.
1 -411 It
View o*o""/"nSeam aDual Pro a"am"pro
All over-fabric and over-granule end-laps shall have 6-inch wide, uniform layer qfPolypius 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,
orexposed roof tnwall details
wsMpETC,uc. Evaluation Report,uam60oz.0m'mw
uy«cote afAumarizatw"#3ow55 e"EDITION(on7)Focwow*vxzEVALUATION rLSZSo-R28
p"/vx/ussRoof unu"aovmo"ts;(oswzsa-1z o Revision 24:01/24/2018
Page mof 14
'
NNEMOjetc.
Repair of Polystick membranes bmbeaccomplished byapplying PolyplussoPremium ModifiedWet/Dry Cement or
Polyglass PGsoo Modified Cement to the area in need of repair, followed by a minimum 6 x s inch patch of the
Polystick material of like kind, set and hand rolled In place'over the repair area. Patch laps, ifneeded, shall be
installed inzwater shedding manner.
All Pp|ysbck membranes shall be installed to ensure full contact with approved substrates. Po|yg\as requires a
minimum of 40-lb weighted-roller or,on steep slopes,use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 Ib roller)or small areas of the
roof that are not accessible tualarge roller orbroom.
O�.3 Tile Applications(notallowed for Poiyltkk Dual Pro,1R-Xe or Polystick
Reference is made to pnyA/Tmo Apr8 2012 (0+12) Installation xxonwu| and Table z herein, using the instructions
noted above nsaguideline.
For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s),Base
Sheet fastening shall henot less than FRsx/T0April 2oz2(ou'1o),Table 1.
For adhesive-set tile applications,refer u,Section s.6.4herein,
6.4.4 Two(2)Ply Underlayment Systems
Pp|ystickMTS nrMTS PLUS followed byPv|vsuckMTS,MTS PLUS,TuP,TVPlus,TVMax,Tile Pro,xxn-Xp,pv4avn
SAP|xallowable for use under mechanically attached prepared roof systems. Limits cfuse are those associated with
the top-layer material. This isnot arequirement,but isallowable ifa2'plyundedaymenmsystem is desired.
Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use
under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement,
but iU b| if a 2-pi2-ply underlayment system is desired.
5.5.1 Elastoflex G TU,Elastoflex 56 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published
installation requirements. For use|nfile applications:
'
V Elastoflex G TU Is for use as an alternate to"Mineral Surface Roll Roofine' (ASTM D0380,Class w\)inthe"Single '
Ply System"f rom 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 FRSAITRI April 2012(04-12)beneath mechanically fastened or
adhered tile roof systems.
,1 Elastnflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply
System"from FRsA/TR|April 2012 (04u2) beneath mechanically h,,unned 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.
V E|ostof(auS6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems orthe Hot Asphalt
applied"Cap Sheet"in the`rwo Ply System"from FRSA/TRl April 2012(04-12)beneath mechanically fastened tile
roof systems.
6.5'2 For hot-asphalt-applications,ElastoflexsTU,s|asunflomSsGorE|ay*of|euS6 GFQshall befully asphalt-applied tuthe
substrates noted in Section 5.5. Side laps.shall be minimum 3-Inch and end-laps minimum 6-inch wide, off-set
minimum 3feet from course tocourse. Side and end laps shall befully adhered inacomplete mopping ofhot asphalt
with asphalt extending approximately]/8-inchbeyond the lap edge.
6,6.1 Polyflex G or Polyflex G FR shall be installed In compliance with current Polyglass published installation requirements.
For use intile 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 tile roof systems(Base Sheet Limited per 5.6.3).
• Polyflex G FR is for use as an alternate to the Heat Applied"Cap Sheet"in the"Two Ply System"from FRSA/TRI
April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3).
mowoETC,uz. Evaluation Report pImmu2zm'xu;
Certificate*xw^orkomm#3me oe"EDITION(2o17)r*cmon*vxzEVALUATION ru29*Z8
,mvgl"SsRoof onuoaovmeots/(os4)zas-1zao nowmonm:n1/uVxozx
Page zsmz4
`
^
^
,
4NEMOjetc.
6.6.2 Polyflexoor Polyflex GFIR 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 Bfeet from course to course. Side and end
laps shall befully heat-welded and inspected tpensure minimum 3V8-Inrhflow ofmodified compound beyond the lap
edge.
6.7 Tile Staging:
6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to
Table 2herein,and Polyglsapublished 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 tile sliding and/or damage to the underlayment during the loading process.
aU'boards,topreventti!edidin8and/ordama8etothounder|aymentduringd,e|nad|mgpmce*s.
6.7.3 Pn|ygbssspedAes the minimum cure time after |ngo!|otiqn of self-adhering membranes and before loading of
roofing tiles isforty-eight(48)hours.
7. BUILDING PERMIT RcQu/nsxosmr;:
As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the installation of this product.
W. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.6IG20-3 QA requirements. The following
plants have qualified products under their respective physical properties specifications.
Plant S-11—ecification Product(s)
Fernley,NV,Hazleton,PA&Winter Haven,FL _ASTM D1970 Polystick MU-X
Hazleton,PA M-D 13-0004 Elastoflex G TU
ASTM D1970 Polystick IR-Xe
Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRl April 20V PolystickTU Plus
ASTM D1970&FRSA/TRI April 2012 Polystick TU Max
Tuscaloosa,AL ASTM D4601,Type 11 Polyglass G2 Base
ASTM D6509 Polyglass APP Base
FRSA/TRI April 2012 --T-Polystick MTS,Polystick MTS PLUS
FRSA/TRI April 2012 Polystick TU
Winter Haven,FL FRSA/TRI April 2012 PolyflexSAP, olyflexSAPFR
ASTM D2970 Polystick Dual Pro
ASTM D1970&FRSA/TRl April 2012 Polystick Tile Pro
ASTM D6164 Elastof lex S6,Elastoflex 56 G FR
ASTM D6222 Polyflex G,Polyflex G FR
g. QUALITY AysunAmccENTITY;
UC,LLC—4VA9625;(314)S7g'34OG/k.cbnnceUur@»us.u|.cnm
END OF EmALuuTIOmRspopT-
-
mown ETC,I.I.C. Evaluation Report mz06u,0xoo-Ra
Certificate*Authoriza
m��am� "'smnow(zmm)mcwom'xvxzamL�nmw Foz�'nzm
��� omhglassRoof o^unnxvmeots;(ys4)zsa-12ao Revision 24:01/24/2018
Page mmm