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RECEIVED MEMO I etc.
Certificate of Authorization #32455
DEC 10 2021 353 Christian Street, Unit #13
Oxford, CT 06478
9ti NI'MLufaitCounty (203) 262-9245
fifiiitting
ENGINEER EVALUATE TEST CONSULT
Soprema, Inc.
1640 rue Haggerty
Drummondville, QuebecJ2C5P8 Canada
(819)478-2400
Evaluation Report S18010.06.09-1119
FL2569-R21
Date of Issuance: 06/15/2009
Revision 19:12/16/2020
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. The product described herein has been evaluated for
compliance with the 7th Edition (2020) 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 and FBC 1507.1.1.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change.
Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any
changes to the product(s), the Quality Assurance or the production facility location(s). MEMO ETC, LLC requires a
complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. 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 9.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59155, Florida DCA ANE1983
'ram n 4tio::SPT°S� ��
^' Sinr_yp4 S'i'�
�13' • r`?-�' The facsimile seal appearing was authorized by Robert
Nieminen, P.E. on 12/16/2020. This does not serve as
an 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 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.
02019 NEMO ETC, LLC
ONEMOJetc.
ROOFING COMPONENT EVALUATION:
SCOPE:1.
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: Soprema Roof Underlayments, as produced by Soprema, have demonstrated compliance
with the following sections of the 7t' Edition (2020) 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.
STANDARDS:2.
Section Property Standard Year
1504.3.1 Wind resistance FM 4474 2011
1504.3.1 Wind resistance UL 1897 2015
1507.1.1, 1507.2.4, 1507.2.9.2 Material standard ASTM D1970 2015
/ R905.1.1, R905.2.8.2
1507.3.3 / R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018
1507.11.2 / R905.11.2 Material standard ASTM D6163 2015
TAS 110 Accelerated Weathering ASTM D4798 2011
3. REFERENCES:
Enti
Examination
Reference
Date
ERD (TST6049)
Wind Resistance
2778.07.05
07/15/2005
ERD (TST6049)
ASTM D1970 / TAS 110 (QC)
S31370.03.10-1-R1
04/07/2010
ERD (TST6049)
FRSA/TRl 04-12 (OH)
S11150.05.09-R2
10/05/2010
ERD (TST6049)
ASTM D1970 (OH)
S37210.11.11
11/09/2011
ERD (TST6049)
ASTM D1970 (MS)
S37210.12.11
12/01/2011
ERD (TST6049)
ASTM D1970 (MS)
S40540.02.13-1
02/19/2013
ERD (TST6049)
FRSA/TRI 04-12 (MS)
S43530.02.14-1-R1
02/21/2014
ERD (TST6049)
ASTM D1970 (BC)
S44870.04.14-2
04/02/2014
ERD (TST6049)
ASTM D1970 (QC)
S44870.04.14-3
04/02/2014
ERD (TST6049)
ASTM D1970 (OH)
S44870.04.14-1
04/10/2014
ERD (TST6049)
ASTM D1970 (MS)
S44870.04.14-4
04/10/2014
ERD (TST6049)
ASTM D1970 (OH)
S40540.10.14
10/31/2014
ERD (TST6049)
Tensile Adhesion / Long Term Aging
SOPC-SC7645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SOPC-SC8520.04.14
04/27/2015
ERD (TST6049)
Wind Resistance
SOPC-SC14045.05.17-RI
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-DOW-I9-SSLAP-01.A.R2
02/10/2020
NEMO (TST6049)
Peel adhesion (existing underlayments)
4j-SOPC-I9-SSUDL-04.A
03/12/2020
NEMO (TST6049)
Peel adhesion (existing underlayments)
4j-SOPC-20-SSUDL-01
12/16/2020
PRI(TST5878)
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. R16814
12/10/2015
UL, LLC (QUA9625)
Quality Control
MLA File No. R27605
05/08/2019
UL, LLC (QUA9625)
Quality Control
Service Confirmation
06/29/2020
UL, LLC (QUA9625)
Quality Control
Florida BCIS
Current
NEMO ETC, LLC Evaluation Report S18010.06.09-1119
Certificate of Authorization #32455 7T" EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21
Soprema Roof Underlayments Revision 19:12/15/2020
Page 2 of 9
M
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
ONEMOjetc.
PRODUCT
Product
Material
Plant(s)
Description
Standard
Lastobond TU HT
ASTM D1970 and
Gulfport, MS
self -adhering, non -woven polyester fabric
FRSA/TRI 09-18
surfaced, SBS modified bitumen roof
underlayment
Tri-Built S/A HT TU
ASTM D1970 and
Gulfport, MS
self -adhering, non -woven polyester fabric
Underlayment
FRSA/TRI 09-18
surfaced, 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 -
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
Lastobond Eaves
ASTM D1970
Gulfport, MS
self -adhering, glass -mat reinforced, sand -
Protection Sheet
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
Lastobond Eco
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
Lastobond Smooth Seal
ASTM D1970
Gulfport, MS
self -adhering, glass -mat reinforced, film -
HT
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
Tri-Built Smooth HT S/A
ASTM D1970
Gulfport, MS
self -adhering, glass -mat reinforced, film-
Underlayment
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
PrimeSource Grip -Rite
ASTM D1970
Gulfport, MS
self -adhering, glass -mat reinforced, film -
Smooth Seal HT
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
RESISTO LB1236
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
TRI-BUILT Sand-R SA
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -
Shingle Underlayment
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
NEMO ETC, LLC Evaluation Report S18010.06.09-1119
Certificate oJAuthorization #32455 7" EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21
Soprema Roof Underlayments Revision 19: 12/15/2020
Page 3 of 9
4.17
4.18
4.19
4.20
ONEMOletc.
Product
Material
Plant(s)
Description
Standard
PrimeSource Grip -Rite
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand-
Eave & Valley Protector
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
SRS TopShield ICE &
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -
WATER DEFENDER
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
RESISTO LB1244
ASTM D1970
Drummondville, QC
self -adhering, glass -mat reinforced, sand -
Gulfport, MS
surfaced, SBS modified bitumen roof
Wadsworth, OH
underlayment
Colphene FR GR
ASTM D6163
Gulfport, MS
self -adhering, fiberglass reinforced, granule -
Wadsworth, OH
surfaced, SBS modified bitumen roof
underlayment
5. LIMITATIONS:
5.1 This is a building code evaluation. `Neither NEMO 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 High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami -
Dade Counties).
5.3 This Evaluation Report pertains to above -deck roof components. Roof decks and structural members shall be in
accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and
limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
5.5 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 may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering.
5.6 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
FBCSectlon:
1507.2
1507.3
1507.4 & 1507.5
1507.7
1507.8 & 1507.9
Clay and Concrete Tile
Metal
Slate or
Underla ment
Y
Asphalt
Slate -Type
Wood Shakes or
Mechanical
Adhesive -
Shingles
Attach
Set
Panels
Shingles
Shingles
Shingles
Lastobond TU HT, Tri-Built S/A HT TU
Yes
Yes
Underlayment
Yes
Yes
See 5.6.1
Yes
Yes
Yes
Goint strips, 1507.1.1.3/
R905.1.1.3)
Lastobond Shield, Pro HT-N, RESISTO SA
Yes
SMOOTH PLY 40
Yes
No
No
No
No
Yes
(joint strips, 1507.1.1.3/
R905.1.1.3) '
Yes
Lastobond Shield HT, Pro HT-S
Yes
No
No
Yes
Yes
Yes
Goint strips, 1507.1.1.3/
R905.1.1.3)
Yes
EnviroShield
Yes
No
No
Yes
Yes
Yes
(joint strips, 1507.1.1.3 /
R905.1.1.3)
Lastobond Eaves Protection Sheet,
Yes
Lastobond195
Yes
No
No
No
No
Yes
aointstrips, 1507.1.1.3/
R905.1.1.3)
NEMO ETC, LLC Evaluation Report S18010.06.09-R19
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21
Soprema Roof Underlayments Revision 19:12/15/2020
Page 4 of 9
ONEMOIetc.
TABLE 1: ROOF COVER'OPTIONS
FBCSection:
1507.2
150A3
1507.4 & 1507.5
1507.7
1507.8 & 1507.9
Clay and Concrete Tile
Metal
Slate or
Underlayment
Y
Asphalt
Slate -Type
Wood Shakes or
Mechanical
Adhesive -
Shingles
Attach.
Set
Panels
Shingles
Shingles
Shingles
Lastobond ECO, RESISTO LB1236, TRI-
BUILT Sand-R SA Shingle Underlayment,
Yes
Grip -Rite Eave & Valley Protector,
Yes
No
No
No
No
Yes
(Joint strips, 1507.1.1.3 /
TopShield ICE & WATER DEFENDER,
R905.1.1.3)
RESISTO LB1244
Lastobond Smooth Seal HT, Tri-Built
Yes
Smooth HT S/A Underlayment, Grip -Rite
Yes
No
No
Yes
Yes
Yes
Goint strips, 1507.1.1.3 /
Smooth Seal HT
R905.1.1.3)
Yes
Colphene FIR GR
Yes
Yes
No
No
No
Yes
(Joint strips, 1507.1.1.3 /
R905.1.1.3)
5.6.1 Adhesive -set tile is limited to use of the following Approved underlayment / tile -adhesive combinations.
TABLE 1A: ALLOWABLE TILE ADHESIVE, UNDERLAYMENT COMBINATIONS'
Underlayment
Adhesive
Florida Product Approval
Lastobond TU HT, Tri-Built S/A
HT TU Underlayment
Dupont "Tile Bond- Roof Tile Adhesive"
FL22525
ICP Adhesives and Sealants "Polyset" AH-160"
FL6332
5.7 Allowable Substrates:
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Substrates (designed to meet wind loads for project)
Underlayment
Application
Type
Primer
Material(s)
Lastobond Shield, Lastobond Pro
(Optional) ASTM
plywood, OSB or Southern Yellow Pine
HT-N, RESISTO SA SMOOTH PLY
Deck /
D41, Elastocol Stick,
(SYP)
40, Lastobond Shield HT,
sheathing
Elastocol Stick Zero
Lastobond Pro HT-S,
ASTM D41
structural concrete
S/A, Lastobond TU HT,
(Optional) Elastocol
Dens Deck Prime or SECUROCK Gypsum-
It
Tri-Built
Stick Zero
Fiber Roof Board
Underlayment, Lastobond Eaves
Protection Sheet, Lastobond 195,
self-
Lastobond ECO, RESISTO LB1236,
add
adhering
TRI-BUILT Sand-R SA Shingle
Underlayment, Grip -Rite Eave &
Valley Protector, TopShield ICE &
Base Sheet
(Optional) Elastocol
ASTM D226, Type II felt or Modified Sopra-
WATER DEFENDER, RESISTO
Stick Zero
G
LB1244, Lastobond Smooth Seal
HT, Tri-Built Smooth HT S/A
Underlayment or Grip -Rite
Smooth Seal HT
Deck /
(Optional) ASTM
Plywood
sheathing
D41
ASTM D41
structural concrete
Col hene FR GR
p
self-
adhering
Insulation
(Optional) Elastocol
Dens Deck Prime or SECUROCK Gypsum -
Stick Zero
Fiber Roof Board
Base Sheet
(Optional) Elastocol
ASTM D226, Type II felt or Modified Sopra-
Stick Zero
G
'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
NEMO ETC, LLC Evaluation Report S18010.06.09-1119
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION
Soprema Roof Underlayments
-- FL2569-R21
Revision 19: 12/15/2020
Page 5 of 9
ONEMOletc.
TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS
Substrates (designed to meet wind loads for project)
Underlayment
Application
Type
Primer
Material(s)
Lastobond TU HT, Tri-Built S/A HT
TU Underlayment, RESISTO
LB1236, TRI-BUILT Sand-R SA
self-
Existing
RESISTO EXTERIOR
Existing sand -surfaced, glass -fiber surfaced,
Shingle Underlayment, Grip -Rite
adhering
substrate
PRIMER
mineral -surfaced or film -surfaced roof
Eave & Valley Protector or
underlayment
TopShield ICE & WATER
DEFENDER
* 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 Lastobond TU HT, Tri-Built S/A HT
TU Underlayment, RESISTO LB1236, TRI-BUILTSand-R SA Shingle Underlayment, Grip -Rite Eave & Valley Protector or TopShield ICE &
WATER DEFENDER self -adhering underlayments, contact RESISTO technical support.
5.7.1 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.
5.7.2 Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the
self -adhering underlayment
5.8 Attachment Limitations:
5.8.1 For use under mechanically attached NON -TILE prepared roof coverings, attachment shall be in accordance with
the manufacturer's installation instructions, but — for mechanically attached underlayments or base sheets - not
less than FBC 1507.1.1 or R905.1.1.
5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer's installation
instructions, but — for mechanically attached base sheets - not less than:
• FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A,
Table 1(for Two -Ply Asphalt Applied Hot Mop Underlayment)
or
• Section 5.8.3 herein (for other underlayment systems).
5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications:
The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The 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).
5.8.3.1 Direct -to -Deck:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
#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, Tri-Built S/A HT TU Underlayment, self -adhered.
#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, Tri-Built S/A HT TU Underlayment, self -adhered.
NEMO ETC, LLC Evaluation Report S18010.06.09-1119
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-1121
Soprema Roof Underlayments Revision 19:12/15/2020
Page 6 of 9
#3 Maximum Design Pressure = -120.0
Deck:
Min. 15/32-inch APP
Having Jurisdiction.
Primer:
(Optional) RESISTO E;
Base Ply:
RESISTO SA SMOOTH
Underlayment:
Lastobond TU HT, Tri
ONEMOletc.
CDX plywood to meet project requirements to satisfaction of Authority
ERIOR PRIMER
LY 40, self -adhered.
uilt S/A HT TU Underlayment, self -adhered.
#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 ofAuthorIty Having Jurisdiction.
Primer: (Optional) RESISTO E ERIOR PRIMER
Underlayment: Lastobond TU HT, Trii Built S/A HT TU Underlayment, self -adhered.
#5 All other direct -deck, adhered undeflayment systems beneath tile roof systems carry a Maximum Design
Pressure of -45 psf.
5.8.3.2 Mechanically -Attached Base Sheet:
The maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI
Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the
critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1
design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones
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, Roofing Application
Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the
limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for
enhancements. --
#6 Maximum Design Pressure = -60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: 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, Tri-Built S/A HTTU Underlayment, self -adhered
5.8.4 For use over insulation or coverboard and under mechanically attached prepared roof coverings, underlayment
attachment shall be in accordance with the manufacturer's installation instructions and attachment of the
insulation or coverboard shall be in accordance with the prepared roof covering manufacturer's Product
Approval.
5.9 Exposure Limitations:
TABLE 3: EXPOSURE LIMITATIONS
Underlayment
Prepared Roof Cover
Maximum
Installation Type
Exposure (days)
Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, RESISTO LB1236, TRI-
Mechanically
BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eave & Valley Protector, TopShield ICE
attached
30
& WATER DEFENDER or RESISTO LB1244
Lastobond TU HT, Tri-Built S/A HT TU Underlayment
Adhesive -set tile roof
30
system
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT,
Mechanically
Lastobond Pro HT-S, EnviroShield, Lastobond Smooth Seal HT, Tri-Built Smooth HT S/A
attached
90
Underlayment or Grip -Rite Smooth Seal HT
Lastobond TU HT, Tri-Built S/A HT TU Underlayment or Colphene FR GR
Mechanically
180
attached
NEIVIO ETC, LLC Evaluation Report S18010.06.09-1119
Certificate oJAuthorization 1132455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21
Soprema Roof Underlayments Revision 19:12/15/2020
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5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct -deck tile roof 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 4: 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-tile stack (bottom 2-tile stack shall be inverted,
followed by 8 tiles high on slope, as shown below)
6:12
Lastobond TU HT, Tri
BuiltS/AHTTU
Underlayment
Lugged
Flat
Max. 10-tile stack
5:12
Colphene FR GR
Lugged
Max. 10-tile stack
6:12
6.1 Soprema Roof Underlayments shall be installed in accordance with Soprema published installation instructions
subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application, and prime the substrate (if applicable).
6.2.1 Installation of RESISTO 1_61236, TRI-BUILT Sand-R SA Shingle Underlayment, 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_61236, TRI-BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eave & Valley Protector or TopShield ICE
& WATER DEFENDER self -adhering underlayments, contact RESISTO technical support.
6.3 Lastobond TU HT, Tri-Built S/A 'HT TU Underlayment, Lastobond Shield, Lastobond Pro HT-N, RESISTO SA
SMOOTH PLY 40, Lastobond Shield HT, 'Lastobond Pro HT-S, EnviroShield, Lastobond Eaves Protection Sheet,
Lastobond 195, Lastobond Eco, Lastobond' Smooth Seal HT, Tri-Built Smooth HT S/A Underlayment, Grip -Rite
Smooth Seal HT, RESISTO 1_131236, TRI=BUILT Sand-R SA Shingle Underlayment, Grip -Rite Eave & Valley
Protector, TopShield ICE & WATER DEFENDER, RESISTO 1_61244 or Colphene FIR GR:
6.3.1 Non -Tile Applications:
Shall be installed in compliance with requirements for an approved self -adhering underlayment (ASTM D1970) in
FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering
to be installed, and the manufacturer's installation instructions.
When installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type II felt the base sheet
shall be fastened in accordance with FBC 1507.1.1 or R905.1.1.
NEMO ETC, LLC Evaluation Report S18010.06.09-1119
Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-1121
Soprema Roof Underlayments Revision 19:12/15/2020
Page 8 of 9
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6.3.2 Tile Applications:
Limited to Lastobond TU HT, Tri-Built S/A HT TU Underlayment or Colphene FIR GR.
Shall be installed in compliance with the requirements for Self -Adhered Membrane set forth in FRSA/TRI Florida
High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer's installation
instructions.
Refer to Section 5.8.3 herein for attachment limitations.
Refer to Table 4 herein for tile staging limitations.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer
to Section 4 herein for products and production locations having met codified material standards.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
NENIO ETC, LLC Evaluation Report S18010.06.09-1119
Certificate of Authorization #32455 7r" EDITION (2020) FBC NON-HVHZ EVALUATION FL2569-R21
Soprema Roof Underlayments Revision 19: 12/15/2020
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