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Address/Phone/Erlail
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
Compliance Method
FL17022-R7
Revision
2017
Approved
08/18/2,ef17v. date reapply 08/21117
Extreme Metal Fabricators, LLC
2160 SW Porna Drive
Palm City, FL 34990
(772)872-8034
fi vaf iclati on Laya hoo. co m
Richard McKuhen
fivalidation@yahoo.com
Richard McKuhen
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
richard@emFab.net
Roofing
Metal Rooting
Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the LOCKE BOWDEN
Evaluation Report
Florida License PE -49704
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/2212024
Validated By Zachary R. Priest, F.E.
Validation Checklist _ Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certifted By
Sections from the Code
FL17022 R7 C01 FL 17022.1 5 V CRIMP ssrcid€
Standard
Y®ar
TAS 125
2003
UL 1897
2012
UL S80
2006
haps:lMoHdabuilding.org/prlpr app_dti.aspx?param=wGEVXQwlDgy2aBQpHpQQe"ZMIkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 113
2121 {2020
Product Approval Method
Date Submitted
Date Validated
Date Pending FBCC .Appr,ovat
Date Approved
Summary of Products
i PL #.W ---- - --_�-
f 17022:1---'-
Fiorrida Building Code Online
Model, Number or Name
1 - "5V Crimp' (R6) �- -
Method 1 Option D
08/18/2017
08/25/2017
€!8/2812 0 1 7
10/10/2017
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions. Install the
assembly in compliance with the installation method listed €n
this report and applicable code sections of FBC. Refer to
1 manufacturer's installation instructions.
117022.2 2 - "5V gimp" (R6)
j Limits of Use
f Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
{ Impact Resistant. No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions. Install the
assembly in compliance with the installation method listed in
Ms report and applicable code sections of FbC. Refer to
manufacturer's installation instructions.
17022-3 ? 3 - "1.5" Mechanical Seam" (125)
I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and limitations
of use. Install the assembly in compliance with the installation
method listed in this report and applicable code sections of
FBS. Refer to manufacturer's installation instructions.
17022.4 [ 4 -'1.5" Mechanical Seam" (RS)
I �
I
Limit. of Use
I Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
C Impact Resistant: No
Design Pressure- +N/A/ -Table A
Other. Refer to evaluation report for conditions and limitations
j of use. Install the assembly in compliance with the installation
method listed in this report and applicable code sections of
FSC. Refer to manufacturer's installation instructions.
{ 17022,5 15 - "I in. Nail Strip" (R5)
Limits sof Use
j Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A1-Table A
Other. Refer to evaluation report for conditions and limitations
1 of use. Insta€I the assembly in compliance with the installation
Description
26 Gauge steel, 3/8" rib height, 24" wide lapped roof panel
mechanically attached to 15/32" plywood or Wood peck with
fasteners
Installation Instructions
FL17022 R7 II FL 17022.1 5 V CRIMP ssr,pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.1 5 V CRIMP ssr.pdf
Created by Independent Third Party: Yes
0.032" Aluminum, 3/8" Rib height, 21" wide lapped roof panel,
mechanically attached to 15/32" plywood or wood Deck with
exposed fasteners
Installation InstrucHons
FL17022 R7 _II FL 17022.2 5 V CRIMP 0.032 ALUM ssnpdf
Verified By: Locke Bowden, P.E- 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17 Q22.2 5 V CRIMP 0.)32 ALUM ssr.pdf
Created by Independent Third Party: Yes
1.5" rib height, 16" wide, 24 gauge steel, standing seam roof }
panel mechanically attached to 15/32" plywood or wood deck
with clips and fasteners.
Installation Instructions I
FL17022 R7 II FL 17022.3 1.5 MECHANICAL
seam 24 ssr.Ddf }
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AF FL 17022.3 1.5 ]'MECHANICAL
seam 24ga ssrpdf
Created by Independent Third Party: Yes
1.5" rib height, 16" wide, 0.032" aluminum, standing seam roof
panel mechanically attached to 15/32" plywood or woad Deck
with clips and fastener. i
Installation Instructions }
FL17022 R7 II FT 17022.4 MECHANCLAL SEAM
ALUMINUM ssnpd
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022.4 MECHANCIAL SEAM j
ALUMINUM ssr{ ddf
Greaten by Independent Third Party: Yes
1" rib height, 16" wine, 26 gauge steel, standing seam roof
panel mechanically attached to 15/32" plywood or wood deck
with fasteners.
Installation Instructions
FL17022 R7 II FL 17022.5 1.0 NAILSTRIP ssr.pdf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
EL17022 R7_ AE FL 17022.5 1.0 NAIL57RIP ssrm f
Created by Independent Third Party: Yes
https_lifloddabuilding.orgiprlpr app dti-aspx7param--wGEVXCWDgv2aBOpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEquOQveeg%3d%3d 213
212112020 Florida Building Code Online
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions.
-------- - - ---
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant- No
Design Pressure. +N/&J-Table A
Other. Refer to evaluation report for conditions and limitations
of use. Install the assembly in compliance with the installation
method listed in this report and applicable code section -5 of
FBC. Refer to manufacturer's installation instructions.
,17022.8
8 - "EMAX Rib` (115)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and limitations
of use. Install the assembly in compliance with the installation
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions -
panel mechanically attached to .15/32' plywood or wood deck
with fasteners.
Installation Instructions
FL17022 R7 11 FL 17022.7 1.5 Nail Strip 26GA ssr.Qff
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022-7 1.5. Nail Strip 26GA ssrpff
Created by Independent Third Party. Yes
29 gauge steel, lapped roof panel mechanically attached to
I5/32" plywood or wood deck with exposed fasteners.
InStalliatiOn LMS"CLIMS
FL17022 R7 1.1 FL 177022.8 EM&LgjL_asrodf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
E 1702 R7 Ar FL 177022.8�MAX Rib ssj-.pd
Created by Independent Third Party: Yes
'117022.9 9 - " PBR MAX(115) 126 gauge steel, lapped roof panel mechanically attached to
15132" plywood or wood deck with exposed fasteners.
i Limits of Use nstatlation Instructions
Approved for use in HVHZ: No FL17022 R7 11 FL 17022.9 PBP PIB ssr,
_PAf
Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.F. 49704
Impact Resistant; No rCreated by Independent Third Party: Yes
Design Pressure. +N/A/ -Table A : Evaluation Reports
Other. Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022-9
_.eBR RIB ssr.pdf
of use. Install the assembly in compliance with the installation Created by independent Third Party; Yes
method listed in this report and applicable code sections of
i FBC. Refer to manufacturer's installation instructions-
- ----------
Contadt-Us :: 2601 Blair Stone Ta! !ahg,�see, FL 9Q Phone: 850 -4Q7 -I824
The Stat-' cf FICT?da is aro AA,— *M�. QQMcq9ht: 2007-2013 State of Fbndn_:: Privacy Statement -.. Ac�assitift State :: Rafirtd Statement
Under Florida fa-, —11 addresses are puWreLof%&- If You da not -mt your e-m.'A address Tefeased in fesqwe to a pubk records request, do nct gem el'clT-anic
mail to this entity, Instead, Mntact the office by phone or by traditional rnael_ If you have any 4tuest^onl,, please contact 850-487-1395. *Pursuant to Section 455.275(1),
Ronda 51�e5, effe='� October 1, Z012, bpqansees ficenwd under Chapter 455, F.S. n= prowde the DepartnKent wrtft an ernaW aWre5s if they have me- The mvaiis
provided rn&y be used for officaal cornnumica4,nrt vrAh the beensee. Hocseamr effs" addresses are pubtic record. if " do r t wish LD supply a perwftall address, plea e
provi&L the Depanrnwt vW+D an cina4 ad&nass, WfshCh Can tie (,"Je &Wadablie to the AA.- -
,0 deterawma if you am & licstrsee Lmder Chapter 455, F.S_ please cork hem
Product Approval Arca :
MUWWIWE�M
Credit Card
Safe
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17022.6 n 6 - "I in. Nail Strip- (115)
1" rib height, 16" wide, 0,032" aluminum, standing seam roof
Panel mechanically attached to allached to 15/32" plywood or
WoGd Reck with fasteners,
.... ....... -------- -- ----
Limits of Use
..... ..... I --- - - -----
Installation Instructions
Approved for use in HVHZ-. Na
1`1_1702�
. R7 11 FL 17022.6 1.0 NAIL STRIP 0,032
Approved for use outside HVHZ: Yes
i ALUM ssr.pd f
Impact Resistant. No
h Verified By: Locke Bowden, P.E. 49704
Design Pressure. +N/A/ -Table A
I Created by Independent Third Party: Yes
Other: Refer to evaluation report for condition.- and limitations i Evaluation Reports
of use. Install the assembly in compliance with the installation
FL17022 R7 AE FL 17022.6 1.0 NAIL STRIP 0.032
method listed in this report and applicable code Sanctions of
i ALUM sr-pdf
FBC. Refer to manufacturer's installation instructions.
i' , Created by Independent Third Party: Yes
17022.7 "I.S in. Nail Strip" (R5)
0 1.5" rib height, 19' wide, 26 gauge steel, standing seam roof
-------- - - ---
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant- No
Design Pressure. +N/&J-Table A
Other. Refer to evaluation report for conditions and limitations
of use. Install the assembly in compliance with the installation
method listed in this report and applicable code section -5 of
FBC. Refer to manufacturer's installation instructions.
,17022.8
8 - "EMAX Rib` (115)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/ -Table A
Other: Refer to evaluation report for conditions and limitations
of use. Install the assembly in compliance with the installation
method listed in this report and applicable code sections of
FBC. Refer to manufacturer's installation instructions -
panel mechanically attached to .15/32' plywood or wood deck
with fasteners.
Installation Instructions
FL17022 R7 11 FL 17022.7 1.5 Nail Strip 26GA ssr.Qff
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL17022 R7 AE FL 17022-7 1.5. Nail Strip 26GA ssrpff
Created by Independent Third Party. Yes
29 gauge steel, lapped roof panel mechanically attached to
I5/32" plywood or wood deck with exposed fasteners.
InStalliatiOn LMS"CLIMS
FL17022 R7 1.1 FL 177022.8 EM&LgjL_asrodf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
E 1702 R7 Ar FL 177022.8�MAX Rib ssj-.pd
Created by Independent Third Party: Yes
'117022.9 9 - " PBR MAX(115) 126 gauge steel, lapped roof panel mechanically attached to
15132" plywood or wood deck with exposed fasteners.
i Limits of Use nstatlation Instructions
Approved for use in HVHZ: No FL17022 R7 11 FL 17022.9 PBP PIB ssr,
_PAf
Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.F. 49704
Impact Resistant; No rCreated by Independent Third Party: Yes
Design Pressure. +N/A/ -Table A : Evaluation Reports
Other. Refer to evaluation report for conditions and limitations FL17022 R7 AE FL 17022-9
_.eBR RIB ssr.pdf
of use. Install the assembly in compliance with the installation Created by independent Third Party; Yes
method listed in this report and applicable code sections of
i FBC. Refer to manufacturer's installation instructions-
- ----------
Contadt-Us :: 2601 Blair Stone Ta! !ahg,�see, FL 9Q Phone: 850 -4Q7 -I824
The Stat-' cf FICT?da is aro AA,— *M�. QQMcq9ht: 2007-2013 State of Fbndn_:: Privacy Statement -.. Ac�assitift State :: Rafirtd Statement
Under Florida fa-, —11 addresses are puWreLof%&- If You da not -mt your e-m.'A address Tefeased in fesqwe to a pubk records request, do nct gem el'clT-anic
mail to this entity, Instead, Mntact the office by phone or by traditional rnael_ If you have any 4tuest^onl,, please contact 850-487-1395. *Pursuant to Section 455.275(1),
Ronda 51�e5, effe='� October 1, Z012, bpqansees ficenwd under Chapter 455, F.S. n= prowde the DepartnKent wrtft an ernaW aWre5s if they have me- The mvaiis
provided rn&y be used for officaal cornnumica4,nrt vrAh the beensee. Hocseamr effs" addresses are pubtic record. if " do r t wish LD supply a perwftall address, plea e
provi&L the Depanrnwt vW+D an cina4 ad&nass, WfshCh Can tie (,"Je &Wadablie to the AA.- -
,0 deterawma if you am & licstrsee Lmder Chapter 455, F.S_ please cork hem
Product Approval Arca :
MUWWIWE�M
Credit Card
Safe
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2160 SW Poma Drive
Palin City, Ft 34990
Compliant with Florida Building Code 2017 (6 ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant: Keystone Certifications
Product: 5 V Crimp 26GA Steel hoof Panel FBC Sec. 1507,4.2
Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or woad
Deck w/ min. 0.42 specific gravity with screws. 24' Coverage
Rib height 3/r
Corrosion Resistant Compliant: FRC Sec. 1507.4.3
Fastener I (Method 1 Attachment): #9 x 1-I/2" Hex -washer Head mood screw* to penetrate
3/15" min, thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet
requirements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood strew* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
o meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope: Shall be in compliance with FBC Sec. 1507.
See Fastener attachment specifications above
Install retails: Table A Allaw2ble Loads
METHOD 1
METHOD 2
� s�IVIETi�lOD 3
METHOD 4
DESIGN PRESSURE* �
-86 PSF
-93.5 PSF
q
-101 PSF
-228 PSF
ROW SPACING
" O.C.
16" o.c.
� _
8" o.c.
6" o.c.
FASTENER SPACING (ALONG Panel width) i
12" o.c.
12" o.c.
1
12" o.c_
12" o.c.
FASTENER SIZE
#9
#10
#10
#10
Reference Data: ARCHITEcruRAL TESTING, INC. TST ID#:1527
UL 580-06 & 1897-041 Test Report LE893.01-450-18 05/02/14
Test Report F3366.01-4SO-18 12/18/1S
TAS 125..03 Test Report D05893.02-$50-18 07/22/14
*EQ,UIVALENCY-UL 1897-04 is equivalent to test standard UL 1897` 1?f *Design
pressure margin of safety 2,1
Locke Bowden, P.E. does not have, not will acquire a financial in arj` c'F r ntfyfacturing or distributing products
under this evaluation.
Locke Bowden, P.F• is not owned, operated, or controlled by air compar14;jrn1&i6mbures, or distributing products under this
report, ..
�• ,fir,% i x`^pJ-s,
■ • C
w.
FL17022.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details
Limitations:
1. tlnderiayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimum slope to be compliant with Florida Building Cade 2017 6{h ed_, and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 611, ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
i Z agreat-PWj-d,
- Wood pla+ik
24'-
1
Panel Profile
Nominal 12" Nominal 12"
c -e- O.C.
Fasten
x 1-112" Min. or #10 x 1-112"Min. per
Table "A" Hex;lstasher Head Screw
Spaced 12" o.c, across the Panel Wdth
Panel Refer to Table "A" for Spacing Along Panel
Overlap , Length
Deck -15132" or greater
Plywood, or
-Wood plank
7127/2020
� � � it • � � • /
a�
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Product Approyal Menu i Product or Replication Search a Application List Application Detail
FL # FL2569-R19
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Soprema, Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville, NON -US 00000
(819)478-2400
memathleu@soprema.ca
Authorized Signature Marc -Etienne Mathieu
memathieu@soprema.ca
Technical Representative Marc -Etienne Mathieu
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville, NON -US 00000
(819)478-2400 Ext 3327
memathieu@soprema. ca
Quality Assurance Representative
Jean -Francois Cote, Ph.D.
Address/Phone/Email
1640 rue Haggarty
ASTM D1970
Drummondville
ASTM D4798
(888)811-3145
ASTM D6163
jfcote@soprema.ca
Category
Roofing
Subcategory
Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Robert J. M. Nieminen
Evaluation Report
Florida License PE -59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 04/10/2023
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence i L2569 R19 COI 2020 01 CO[ NIEMINEN.pdf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D1970
2015
ASTM D4798
2011
ASTM D6163
2008
FM 4474
2011
FRSA/TRI April 2012 (04-12)
2012
UL 1897
2012
hitps:llfloddabuiiding.org/prlpr_app_4tl.aspx?param=wGEVXQwtDgs KQFEnckB 108Erxl Ud3xYIR3W FL46CdQuQll ynvE6gkA%3d a/a3d 1/2
7/27/2020
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online
Method 1 Option D
04/09/2020
04/09/2020
04/14/2020
06/02/2020
Next
Contact Us :: 2601 Blair Stone Road, Tallahass 99 Phone: 850-487-1824
The State of Florida is an AA/EEO employee ;QRYU9ht 2007-2013 State of Florida, :: Frivacy Statement :: Accessibility Statement ;: Refund Stalttroe—nt
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
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personai 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 lam.
Product Approval Accepts:
L—
EE
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_
FL #
Model, Number or Name
Description
2569.1
Soprema Roof Underlayments
Self adhering roof underlayments
Limits of Use
Approved for use in HVHZ!: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/ -150
Other: 1.) Refer to ER Section 5 for limits of Use. 2.) The
design pressure noted herein pertains to underlayment systems
Installation Instructions
FL2569 R19 11 2020 04 46 FINAL ER FL25 9-R19.pdf
Verified By: Robert Nieminen, P.E. PE -59166
Created by Independent Third Party: Yes
Evaluation Reports
FL2569 R19 AE 2020 04 06 FINAL ER FL2569-R1_9.pdf
Created by Independent Third Party: Yes
used beneath adhesive -set the systems. Refer to ER Section
5.6.4 for details.
Next
Contact Us :: 2601 Blair Stone Road, Tallahass 99 Phone: 850-487-1824
The State of Florida is an AA/EEO employee ;QRYU9ht 2007-2013 State of Florida, :: Frivacy Statement :: Accessibility Statement ;: Refund Stalttroe—nt
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
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personai 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 lam.
Product Approval Accepts:
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D
� t .
Certificate of Authorization #3245.5
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
ENGINEER EVALUATE TEST CONSULT
EVALUATION ' `
5oprema, Inc. Evaluation Report 518010.06.09-1117
1640 rue Haggerty
FL2569-1119
Drummondville, Quebec J2C 5P8 Canada Date of Issuance: 06/15/2009
(819) 478-2400 Revision 17: 04/06/2020
SCOPE:
This Evaluation Report: is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products
described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted
herein.
DESCRIPTION: Soprema Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
product(s), the Quality Assurance or the production facility location(s). NEMA I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOjetc. Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 8.
Prepared by:
Sys, �...'.
P.E.te, �'at;}? : The facsimile seal appearing was authorized by Robert
.
Robert J.M. Nieminen, h'' •' Nieminen, P.E. on 04/06/2424. This does not serve as an
Florida Registration No. 59166, Florida DCA ANF1983
9 :�'� , n electronically signed document.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. NEMO ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither NEMO I etc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project
on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically
for that purpose.
02019 NEMO ETC, LLC
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
fallowing sections of the 61h 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
Prope
Standard
Year
1504.3.1
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1507.1.1, 1507.2.9.2, R905.1.1,
Physical Properties
ASTM D1970
2015
R905.2.8.2
1507.3.3, R905.3.3
Physical Properties
FRSA/TRI April 2012
2012
FRSA/TRI April 2012 (04-12)
Physical Properties
ASTM D6163
2008
TAS 110
Accelerated Weathering
ASTM D4798
2011
3. REFERENCES:
Knifty
Examination
Reference
Date
ERD (TST6049)
Wind Resistance
2778.07.05
07/15/2005
ERD (TST6049)
ASTM D1970 / TAS 110 (QC)
531370.03.10-1-R1
04/07/2010
ERD (TST6049)
FRSA/TRI 04-12 (OH)
511150.05.09-R2
10/05/2010
ERD (TST6049)
ASTM D1970 (OH)
537210.11.11
11/09/2011
ERR (T5T6049)
ASTM D1970 (MS)
537210.12.11
12/01/2011
ERD (TST6049)
ASTM D1970 (MS)
540540.02.13-1
02/19/2013
ERD (TST6049)
FRSA/TRl 04-12 (MS)
543530.02.14-1-R1
02/21/2014
ERD (TST6049)
ASTM D1970 (BC)
S44870.04.14-2
04/02/2014
ERD (T5T6049)
A5TM D1970 (QC)
S44870A4.14-3
04/02/2014
ERD (TST6049)
ASTM D1970 (OH)
544870.04.14-1
04/10/2014
ERD (TST6049)
ASTM D1970 (MS)
544870.04.14-4
04/10/2014
ERD (TST6049)
ASTM D1970 (OH)
540540.10.14
10/31/2014
ERD (TST6049)
Tensile Adhesion / Long Term Aging
SOPC-SC7645.02.15
02/13/2015
ERD (T5T6049)
Accelerated Weathering
SOPC-SC8520.04.14
04/27/2015
ERD (TST6049)
Wind Resistance
SOPC-SC14045.05.17-R1
06/07/2017
M -D (CER1592)
HVHZ Compliance
18-0329.03
06/28/2018
ICC -ES (EVL2396)
2015 IBC Compliance
ESR -1524
03/01/2017
NEMO (TST6049)
ASTM D1970 /TAS 110 (QC)
SOPC-SC8970.08.15-RI
04/25/2018
NEMO (TST6049)
Wind Resistance
4-SOPC-18-003.08.18
08/27/2018
NEMO (TST6049)
ASTM D4798/D1970 (OH & MS)
4S-SOPC-18-002.05.19.A
05/31/2019
NEMO (TST6049)
Tensile Adhesion / Long Term Aging
4p-D0W-19-5SLAP-0I.A.R2
02/10/2020
NEMO (TST6049)
Peel adhesion (existing Underlayments)
4j-SOPC-I9-SSUDL-04.A
03/12/2020
PRI (T5T5878)
ASTM D1970 (MS)
SOP -064-02-01
12/03/2013
Soprema, Inc. (PDM3511)
Equivalency Declaration
SA SMOOTH PLY 40
06/29/2015
UL, LLC (QUA9625)
Quality Control
MLA File No. 827605
05/08/2019
UL, LLC (QUA9625)
Quality Control
Service Confirmation
07/18/2017
NEMO ETC, LLC Evaluation Report 518010.06.09-R17
Certificate of Aothoriration #32455 6" EDITION (2017) FISC NON-HVHZ EVALUATION FL2569-1119
Soprema Roof Underlayments Revision 17: 04/06/2020
Page 2 of 8
4. PRODUCT DESCRIPTION:
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
4.10
4.11
4.12
4.13
4.14
4.15
4.16
4.17
Product
Specification
Plant(s)
Description
Lastobond TU HT
ASTM D1970 and
Gulfport, MS
self --adhering, non -woven polyester fabric surfaced,
FRSA/TRI April 2012
SBS modified bitumen roof underlayment
Lastobond Shield
ASTM D1970
Drummondville, QC
self -adhering, woven polyethylene surfaced, SBS
modified bitumen roof underlayment available in
two widths; 36 and 45 inch
RESISTO SA SMOOTH PLY
ASTM D1970
Drummondville, QC
self -adhering, woven polyethylene surfaced, SBS
40
modified bitumen roof underlayment
Lastobond Shield HT
ASTM D1970
Drummondville, QC
self -adhering, woven polyethylene surfaced, high
temperature, SBS modified bitumen roof
underlayment
Lastobond Pro HT -N
ASTM D1970
Drummondville, QC
Self -adhering, woven polyethylene surfaced, SBS
modified bitumen roof underlayment available in
two widths; 36 and 45 inch
Lastobond Pro HT -S
ASTM D1970
Drummondville, QC
self -adhering, woven polyethylene surfaced, high
temperature, SBS modified bitumen roof
underlayment
EnviroShield
ASTM D1970
Drummondville, QC
self -adhering, woven polyethylene surfaced, high
temperature, SBS modified bitumen roof
underlayment
Lastobond 195
ASTM D1970
Gulfport, MS
self -adhering, glass -mat reinforced, sand -surfaced,
Wadsworth, OH
SBS modified bitumen roof underlayment
Lastobond Eaves
ASTM D1970
Gulfport, MS
self -adhering, glass -mat reinforced, sand -surfaced,
Protection Sheet
Wadsworth, OH
SBS modified bitumen roof underlayment
Lastobond Eco
ASTM 01970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -surfaced,
Gulfport, M5
SBS modified bitumen roof underlayment
Wadsworth, OH
Lastobond Smooth Seal
ASTM D1970
Gulfport, MS
self -adhering, glass -mat reinforced, film -surfaced,
HT
Wadsworth, OH
SBS modified bitumen roof underlayment
PrimeSource Grip -Rite
ASTM 01970
Gulfport, MS
self -adhering, glass -mat reinforced, film -surfaced,
Smooth Seal HT
Wadsworth, OH
SBS modified bitumen roof underlayment
RESISTO LB1236
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -surfaced,
Gulfport, MS
5135 modified bitumen roof underlayment
Wadsworth, OH
PrimeSource Grip -Rite
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -surfaced,
Eave & Valley Protector
Gulfport, MS
SBS modified bitumen roof underlayment
Wadsworth, OH
SRS TopShield ICE &
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -surfaced,
WATER DEFENDER
Gulfport, MS
SBS modified bitumen roof underlayment
Wadsworth, OH
RESISTO LB1244
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -surfaced,
Gulfport, M5
SBS modified bitumen roof underlayment
Wadsworth, OH
Colphene FR GR
ASTM D1970 and
Gulfport, MS
self -adhering, fiberglass reinforced, granule-
FRSA/TRI April 2012
Wadsworth, OH
surfaced, SBS modified bitumen roof underlayment
NEMO ETC, LLC Evaluation Report 51$010.06.09-1117
Certificate of Authorization #32455 6TH EDITION (2017) FBC NON-HViiZ EVALUATION FL25G9-R19
Soprema Roof Underlayments Revision 17.04/06/2020
Page 3 of 3
U(4
NEMO f etc.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither MEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer
of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting
or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of
this product.
5.4 Soprema 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 maybe made to the Authority' Waving Jurisdiction for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Adhesive
Florida Product Approval
Dupont TILE BOND'
Lastobond TU HT
ICP Adhesives Polyset® AH -160
FL22525
FL6332
wood or
Slate or
Underlayment
Asphalt
Nail -On
Foam -On
Metal
Composite
Composite
Shingles
Tile
Tile
Shakes &
Slate
Shingles
Lastobond TU HT
Yes
Yes
See Yes
Yes
Yes
Lastobond Shield / Pro HT -N /
Yes
No
No
No
Yes
Yes
RESISTO SA SMOOTH PLY 40
Lastobond Shield HT/ Pro HT -S
Yes
No
No
Yes
Yes
Yes
EnviroShield
Yes
No
No
Yes
Yes
Yes
Lastobond Eaves Protection Sheet /
Yes
No
No
No
Yes
Yes
Lastobond 195
Lastobond ECO / RESISTO LB1236,
Grip -Rite Eave & Valley Protector/
Yes
No
No
No
Yes
Yes
TopShield ICE & WATER DEFENDER /
RESISTO LB1244
Lastobond Smooth Seal HT / Grip-
Yeas
No
No
Yes
Yes
Yes
Rite Smooth Seal HT
Colphene FR GR
I Yes
I Yes
I No
I No
I Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of following Approved tile adhesives/ underlayment combinations.
TABLE JA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS'
Underlayment Adhesive
Florida Product Approval
Dupont TILE BOND'
Lastobond TU HT
ICP Adhesives Polyset® AH -160
FL22525
FL6332
1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval far Overturning Moment Resistance Performance.
MEMO ETC, LLC Evaluation Report S18010.06.09-1117
Certi eateojAuthorization #32455 6T" EI)ITION (2017) FBC NON-HVFiZ EVALUATION FL2569-1119
Soprema Roof Underlayments Revision 17:04/06/2020
Page 4 of 8
5.6 Allowable Substrates:
TABLE 2: SUBSTRATE OpTIDNs
Underlayment
Primer
Substrates
Lastobond Shield, Lastobond Pro HT -N, RESISTO SA
(Optional) ASTM D41,
plywood OSB, Southern Yellow
SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -S,
Elastocol Stick, Elastocol Stick
Pine (SYP)
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection
Zero
Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236,
Grip -Rite Eave & Valley Protector, TopShield ICE & WATER
ASTM 041
structural concrete
DEFENDER, RESISTO LB1244, Lastobond Smooth Seal HT or
Grip -Rite Smooth Seal HT
(Optional) ASTM D41
Plywood
Colphene FR GR
ASTM 041
structural concrete
Lastobond Shield, Lastobond Pro HT -N, RESISTO SA
SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -S,
Dens Deck Prime; SECUROCK
EnviroShield, Lastobond TU HT, Lastobond Eaves Protection
Gypsum -Fiber Roof Board;
Sheet, Lastobond 195, Lastobond ECO, RESISTO 1_131236,
(Optional) Elastocol Stick zero
ASTM Type I or II felt;
Grip -Rite Eave & Valley Protector, TopShield ICE & WATER
Modified Sopra-G
Sopra-G; M
DEFENDER, RESISTO LB1244, Lastobond Smooth Seal HT,
Grip-Rite Smooth Seal HT or Colphene FR GR
Existing sand -surfaced, glass-
RESISTO LB1236, Grip -Rite Eave & Valley Protector or
RESISTO EXTERIOR PRIMER
fiber surfaced, mineral -surfaced
TopShield ICE & WATER DEFENDER
or film -surfaced roof
underlayment*
* Final acceptance of any existing substrate in a reroof (tear -off) installation is at the discretion of the installer and the Authority
Having Jurisdiction. Should a question arise as to the suitability of an existing substrate to receive RESISTO LB1236, Grip -Rite
Eave & Valley Protector or TopShield ICE & WATER DEFENDER self -adhering underlayments, contact RESISTO technical support.
5.6.1 Soprema recommends priming with Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof
cover is not slated for installation within 24 hours.
5.6.2 Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the
self -adhering underlayment
5.6.3 For installation under mechanically attached prepared roof coverings, insulation or coverboard shall be attached
per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Lastobond TU HT only), insulation attachment shall be designed by a qualified design
professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,
Appendix D, Testing Application Standard TAS 114, Appendix J or UL1897.
5.6.4 For installations under mechanically attached prepared roof coverings, base sheet shall be attached per minimum
codified requirements. For installations under foam -on tile systems (Lastobond TU HT only), base sheet shall be
attached in accordance with FRSA/TRI April 2012 (04-12) or Section 5.6.5 herein.
5.6.5 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment
forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not
addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on the applications. Maximum Design Pressure is
the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing
pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI
April 2012 (04-12) or FBC 1609 for determination of design wind pressures.
NEMO ETC, LLC Evaluation Report 518014.06.09-1117
Certificare of Authorization 432455 6'H EDITION (201 r) FBC NC,%N,HVH7 EVALUAI ION FL2569-R19
Soprema Roof Underlayments Revision 17: 04/06/2020
Page 5 of 8
NNEMO I etc.
#1 Maximum Design Pressure = -45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: (Optional) Elastocol Stick, Elastocol Stick Zero or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered; thoroughly rolled using hand roller and/or weighted roller in
accordance with Soprema requirements to ensure no voids no bridging at side and end-laps.
#2 Maximum Design Pressure = -67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol Stick Zero
Underlayment: Lastobond TU HT, self-adhered; thoroughly rolled using hand roller and/or weighted roller in
accordance with Soprema requirements to ensure no voids no bridging at side and end-laps.
#3 Maximum Design Pressure = -120.0 psf:
Deck: Min. 15/32-inch APA-rated CDX plywood to meet project requirements to satisfaction of
Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All
sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood
projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Base Ply: RESISTO SA SMOOTH PLY 40, self-adhered; thoroughly rolled using hand roller and/or weighted
roller in accordance with Soprema requirements to ensure no voids no bridging at side and end-
laps.
Underlayment: Lastobond TU HT, self-adhered; thoroughly rolled using hand roller and/or weighted roller in
accordance with Soprema requirements to ensure no voids no bridging at side and end-laps.
#4 Maximum Design Pressure = -150.0 psf:
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All
sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood
projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT, self-adhered; thoroughly rolled using hand roller and/or weighted roller in
accordance with Soprema requirements to ensure no voids no bridging at side and end-laps.
#5 Maximum Design Pressure = -60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC
1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows
in the center of the sheet_
Underlayment: Lastobond TU HT, self-adhered; thoroughly rolled using hand roller and/or weighted roller in
accordance with Soprema requirements to ensure no voids no bridging at side and end-laps
5.6.5.1 All other direct -deck, adhered Soprema underlayment systems beneath foam -on tile systems carry a Maximum
Design Pressure of -45 psf.
NEW ETC, LLC Evaluation Report S18010.06.09-1117
Certificate of Authorization #32455 6F"' EDMON (2017) FSC NON-HVHZ EVALUATION FL2569-Pig9
Soprema Roof Underlayments Revision 17: 04/06/2020
Page 6 of 8
*NEMOI etc.
5.6.5.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA,+TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density
designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are
ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies
marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29
(January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, RESISTO LB1236, Grip -Rite Eave & Valley
Protector, TopShield ICE & WATER DEFENDER or RESISTO LB1244 shall not be left exposed for longer than 30 -days
after installation.
Lastobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT -S,
EnviroShield, Lastobond Smooth Seal HT or Grip -Rite Smooth Seal HT shall not be left exposed for longer than 90 -
days after installation.
Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180 -days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)1:
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 3: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS
Underlayment
Tile Profile
Staging Method
Maximum
Slope
Flat
Max. 10 -tile stack
6:12
Lugged
Max. 10 -tile stack
5:12
Max_ 10 -tide stack (bottom 2 -tile stack shall be inverted,
followed by 8 tiles high on slope, as shown below)
6'12
Lastobond TU HT
Lugged
M
ak
Colphene FR GRFlat
Max. 10 -tile stack
5:12
Lugged
Max. 10 -tile stack
6:12
"iEr°10 EIC, i -LC Evaluation Report 518010.06.09-1137
Gertifrtate of Authorization #32455 6"i EDITION (2017) FRC NON-HVHZ EVAiUAMN FUS69-R19
Soprema Roof Underlayments Revision 17:04/06/2020
Page 7 of 8
ONEMOletc.
6. INSTALLATION:
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation requirements
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any goose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application, and prime the substrate with Elastocol Stick, Elastocol Stick Zero or RESISTO
EXTERIOR PRIMER (if applicable).
6.2.1 Installation of RESISTO LB1236, Grip -Rite Eave & Valley Protector or TopShield ICE & WATER DEFENDER self -adhering
underlayment in a reroof (tear -off) application atop an existing underlayment (per Table 2) requires priming of the
existing substrate with RESISTO EXTERIOR PRIMER. Final acceptance of any existing substrate in a reroof (tear -off)
installation is at the discretion of the installer and the Authority Having Jurisdiction. Should a question arise as to
the suitability of an existing substrate to receive RESISTO 1_131236, Grip -Rite Eave & Valley Protector or TopShield ICE
& WATER DEFENDER self -adhering underlayments, contact RESISTO technical support.
6.3
6.3.1
6.3.2
Lastobond TU HT, Lastobond Shield, Lastobond Pro HT -N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Lastobond Pro HT -S, EnviroShield, Lastobond Ewes Protection Sheet, Lastobond 19.5, Lastobond Eco, Lastobond
Smooth Seal HT, Grip -Rite Smooth Seal HT, RESISTO L131236, Grip -Rite Eave & Valley Protector, TopShield ICE &
WATER DEFENDER, RESISTO LB1244 or Colphene FR GR:
Non -Tile Applications:
Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 or FBC
Residential Table R905.1.1 for the type of prepared roof covering to be installed, and Soprema published
requirements.
Tile Applications (Lastobond TU HT or Colphene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual for Self -Adhered Membrane, and Soprema
published requirements.
For mechanically fastened the roofing over a 2 -ply system, consisting of Base Sheet and Self -Adhered Membrane,
fastening of the ASTM D226, Type 11 base sheet shall be in accordance with Soprema requirements, but not fess than
that the densities set forth in FRSA/TRI April 2012 (04-12), Table 1.
For foam -on tile applications (Lastobond TU HT only), reference is made to Section 5.6.5 herein for wind resistance
limitations that fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See
Table 3 herein, and Soprema published requirements for tile staging.
7. BUILDING PERMIT REQUIREMENTS.
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements.
Refer to Section 4 herein for product & production locations having met codified physical properties specifications.
9. QUALITY ASSURANCE ENTITY:
UL, LLC — QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
MEMO ETC, LLC Evaluation Report S18010A6.09-R17
Certifecote ofAuthariration #32455 6"" ELA T ON J2017) F8C NON-HVHZ EVALUATION Ra569 _Rl
Soprema Roof Underlayments Revision 17: 04/06/2020
Page 8 of 8