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Xs 21 Product Approval °l
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Product Approval Menu>Product or Application Search>Application Llst>Application Detail I
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FL# FL18355-112
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko:com
Authorized Signature Kerri Eden
kerri—eden@tamko.com
Technical Representative
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Address/Phone/Email
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Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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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 Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
✓' Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report
Shingles.ndf
Referenced Standard and Year(of Standard) Standard I Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
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Equivalence of Product Standards
Certified By
Sections from the Code
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IN
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Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/18/2015
Date Pending FBC Approval 12/19/2015
Date Approved 02/10/2016
Date Revised 05/09/2017
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Sumni of Products
FL# _ Model,Number or Name Description
18355.1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R2 II TBP15001.2 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Report Shinales.Ddf
Impact Resistant:N/A Verified By: Zachary R.°Priest PE-74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See evaluation report for limits of use. Evaluation Reports I
FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinoles.Ddf , I
Created by Independent Third Party: Yes
tt 73Gk f'Ef.:Xt
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-48 I
-1824
The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
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 areipublic record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here. j
Product Approval Accepts:
*.w Il-idmjtLI]E
Credit Card
Safe
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. �I
rCertificate of Authorization No.29824
CR
17520 Edinburgh Dr' E E K
Tampa,FL 33647
a° TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14, 2015
220 West 4c'Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
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Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 I
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
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ER!L Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161' 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 2009
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) 08CA59132 ASTM D 31611 2009
UL LLC(TST9628) 09NK07896 ASTM D 3169 2009
ASTM D 34621 2009
UL LLC(TST9628) 10CA50498 ASTM D 3462 2009
UL LLC(TST9628) 10CA64882 ASTM D 3161 2009
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2009
ASTM D 3462: 2009
UL LLC(TST9628) 12CA24551 ASTM D 3161 2009
UL LLC(TST9628) 4786110543 ASTM D 6381, 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 31611 2009
UL LLC(TST9628) 4787148748 ASTM D 7158' 2008d
ASTM D 3161 2009
ASTM.D 3462 2009
T131315001.2 FL18355-R2
Page 1 of 11
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 pr oduct attributes that are not
specifically addressed herein.
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CD TAMKO BUILDING PRODUCTS
HAsphalt ShinglesIAZ
TECHNICAL SERVICES, LLC
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PRODUCT DESCRIPTION
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Elite Glass.-Seal® 12-1/4"x 36", ASTM D 3161; Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-174"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462,
Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D '7,158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 71158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
9 complying
Phillipsburg& with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfacedwith mineral granules complying with
ASTM D 3462,
Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 71158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage@ Woodgate 12" x 36-3/8 ASTM D 3161, Class F fiberglass reinforced laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick.&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass.reinforced, hip and ridge asphalt shingle
(Phillipsburg). surfaced with mineral granules complying with ASTM D 3462.
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TBP15001.2 FL18355-R2
Page 2 of 11
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.
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CREEK
s_ TAMKO BUILDING PRODUCTS
Asphalt Shingles
, `. TECHNICAL SERVICES,LLC
INSTALLATION
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Elite Glass-Seal® Basic Wind Speed(Vut): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32! in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using ,'6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure�in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
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NAILS
_. .-V
Nailing -- ----- ......... - - -
Area
----:----.---�.._.- ........ _..:....:.....-_...._...............: .-.....-
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only) j
NAILS
I
Nailing _ Cr7/8��
Area � .....__:. ......... ...................----.....•.._..--------�-----.. .-.:._......_:. I
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
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TBP15001.2 FL18355-R2 Page of 11
This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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.
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N;, ? CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
I
Heritage@ Basic Wind Speed(Vut): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In.accordance with FBC requirements;
& Solidly sheathed.min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 I in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®.Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min,slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:j12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in.accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8' in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
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FASTENERS NAIL ZONE
COMMON
jBOND
6-118" XPXP0SUIRE 5-66/8"
1:2-11211 12-3/8" —►�— 12-1/2"—►I1 n
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
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FASTENERS NAIL ZONE
COMMON
BOND
61 E
SURE 5-5/8"
1'=►I �1-7-1/2=►�+t-7-112"-►�4- 7�J8"-►�+1-7-112"-�-7-1/2"►) �4--i'
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
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TBP15001.2 FL18355-R2
Page 4 of 11
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.
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` TA MKO BUILDING PRODUCTS
..
CREEK
,.� I Asphalt Shingles
x� TF-cHNICAL SERVICES,LLC
i
NAIL ZONEi
ASTENERS COP ON BOND
fi,-116" EXPOSURE 5 518"
�7«112+7-112'+-3I$'" 7-1/2+7-1/2u+ �1-1"
F€gure 5. Heritage®Woodgate
6 Nail Pattern
-►�1";1°3� 1 '1� ^^^li 3 I2`I� r—^---►itMI
i i t i i i 111)
W Common Bond
FASTENERS
M_ r<
GO
rU
lf}.arc
t
L D R 'F
39-3t8"
Figure 6'. Heritage®; Herltage®Premium,&Hentage@ Woo dgate
Alternate 6 Nail Pattern
PAINT
LINE,,1*
7-71NAJL.ZONE
EDGE OF.,
COMMON
BOND
EXP8SURE"
ACCEPTABLE
FASTENER LOCATION
D:O NOT FASTEN
ALON"G'.EDGE OF
...............:. �._-:-•- COMMON BOND
PREFERRED
FASTENER`
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4,and 6 may be placed in the nafl zone as"'escribed above
TBP15001.2 FL183557R2 j Page 5 of 11
This evaluation report is providedfor State of Florida product approval under Rule 01 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration Ifor which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
speclffcaily addressed herein.
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'u .r CREEK TAMKOBUILDINGPRODUCTS
[1 Asphalt Shingles
TECHNICAL SERVICES,LLC
HeritageO Premium Basic Wind Speed(Vut): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In.accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min,slope: 2:12 and in accordance with FBCi requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installation(HVHZ): Installed with 5 in, exposure in accordance with RAS 115
and manufacturer's published Iinstallation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in' accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
.Pattern"or"6 Nail Pattern"detailed below.
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NAIL ZONE/
FASTENERS /comMP' N BOND
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5112" IXPOSURE 5"
1�� � 11"—►�-- 12" —►�--11��� �1�� ''
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2" EXPOSURE 5"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
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TBP15001.2 FL18355-R2 Page 6 of 11
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.
I
y
F` TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Woodgate Basic Wind Speed(Vut): Max. 194 mph
(Frederick). Basic Wind Speed(Vrd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requiremel ts;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with.FBC requirements.
Min.slope: 2:12 and in accordance with FBClrequirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21;12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions: Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed.below.
NAIL ZONE/
FASTENERS COMMON BOND
T
5.112" EXPOSURE 5"
11" 4-12-3/8"4- 11" -� ' -1"
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZON EI
FASTENERS COMMON BOND
i
f
1"� �-.9-1./2"-►�-3'�9-318��3��g:1� � �1�
Figure 11. Heritage@ Woodgate(Frederick)
6 Nail Pattern
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TBP15001.2 FL18355-R2 I Page.7 of 11
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 duratiomifor 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.
'I
TAM KO BUILDING PRODUCTS
Asphalt Shingles
CREEK
TECHNICAL SERVICES,LLC
Heritage@ Vintage@ Basic Wind Speed(V,,,1): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vnd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with.FBC requirements;
Solidly sheathed. min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min..slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
'Shingles shall be attached using."6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
rI
40 i u mnt '� rXpOSiUfe
� rl�ima, z Pkih
6., Fastens
Nail
♦ 417-
1
1'—_ice. '•I �142M'�.I ,',I
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
I
4T 6 p06YR
w tiotdi
i
r
61 Fasteners N.1
— — — 17-1/2"`
� I
Figure 13. Herillt"agee@ Vintage'
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 8 of 1.1
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.
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CRE TA(NKOBUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(V.sd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32,i in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with.FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed endlshall be away from the
prevailing wind.
Direction of prevailing wind
Barret 15-1/8" exposure
.i
/Fn-]
Start
Figure 1 here 5-1/8"exposure
i
lop 19
1„
Fastener Fastener
5-5/8" � 45-5/8"
Figure 2 �1,4 Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
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TBP15001.2 FL18355-R2 Page 9 of 11
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 Ifor 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
i
TAM O BUILDING PRODUCTS
GREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed.(V,dt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBG requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
heart► 5" exposure
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Fn]
start
here 5" exposure
Figure 1
1 , 1"
Fastener Fastener
5-1/2"
Figure 2 1/4"
Figure 3
Figure 15. Vintage®Hip &Ridge(Phillipsburg)
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TBP15001.2 FL18355-R2 Page 10 of 11
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. I
e
2 HEEK TAMKO BUILDING PRODUCTS
[t I Asphalt Shingles
TECHNICAL,SERVICES.LLC
i
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 FBG requirementsi.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application. ''
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) 'Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these souIces, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
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COMPLIANCE STATEMENT
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The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliancewith the Florida Building
Code 50'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
.� E N•p'�'F''- 201`5.12.14
No 74021 r 13:44:19
-05'00'
�'• STATE OF :��/`
���T••.'c� P.•����` Zachary R. Priest, P.E.
'1-fift Al, , Organization oNo.ANE9641 Registration No. 21
rr�ln' .I
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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 lir 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.
ZacharyR.Priest,P.E.does not have,nor will acquire,a financial interest in an other entity q y involved in,the approval process of the
product.
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END OF REPORT
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TBP15001.2 FI-18355-R2 Page 11 of 11
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.
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6/30/2015 Florida Building Code Online
�.._
20
f101ttflfT e.Ettd. BCIS Home iaFLog In 1 User Registration I Hot Topics i Submit Surcharge ' Stats&Facts Publications FBC Staff �' BCIS Site Map i Links ! Search
Busines - �
�I "'Product Approval
Prokssi -Ul USER:Public User
R U attiM,
Product Approval Menu>Product or AppliCatiOn Search>Acolication List>Application Detail
FL# FL2569-R9
Application Type Revision
Code Version 2014
Application Status Approved
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Comments
Archived l
Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty I
Drummondville, NON-US 00000
(819)476-2400 Ext 3327
memathieu@soprema.ca
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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
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Quality Assurance Representative Jean-Francois Cote, Ph.D.
Address/Phone/Email 1640 rue Haggarty
Drummondville i
(888) 811-3145
jfcote@soprema.ca
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Category Roofing
Subcategory Underlayments a
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy'Received
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Florida Engineer or Architect Name who developed Robert J. M. Nieminen
the Evaluation Report
Florida License PE-59166
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Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W. Knezevich, PE
4i Validation Checklist- Hardcopy Received
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Certificate of Independence FL2569 R9 COI 2015 01 COI Nieminen.odf
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Referenced Standard and Year(of Standard) Standard i Year
ASTM D1970 2009
ASTM D6163 2000
ASTM D6164 I 2005
FM 4474 2004
FRSA/TRI April 2012 (04-12) 2012
TAS 103 1995
haps://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsKQFEnckB108Erx1Ud3xYIX2%2f%2bLT9p188°/p3d; 1/2
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$/30/2015 ' Florida Building Code Online
TAS 110 2000
Equivalence of Product Standards
Certified By
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Sections from the Code
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Product Approval Method Method 1 Option D
Date Submitted 04/17/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Date Revised 06/29/2015
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Summary of Products
FL# Model,Number or Name Description
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL2569 R9 II 2015 04 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R9.�df
Impact Resistant: N/A Verified By: Robert Nieminen, P.E. PE-59166
Design Pressure: +N/A/-90 Created by Independent Third Party: Yes
Other: 1.) Refer to ER Section 5 for Limits of Evaluation Reports ;I
Use. 2.)The design pressure noted herein FL2569 R9 AE 2015 04 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
pertains to underlayment systems used R9.odf
beneath adhesive-set tile systems. Refer to Created by Independent Third Party: Yes
ER Section 5.6.4 for details.
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Fack Next.
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:856j487-182
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
. i'l
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
personal address,please provide the Department with an email address which can be made available to the public.lTo determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
Ed
® Feat M
�Scttt'itVai4`C.6t9%`.4"
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https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsKQFEnckB108Erx1Ud3xYIX2%2f%o2bLT9p188%3d`1 2/2
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EXTERIOR RESEARCH&DESIGN, LLC.
Certificate of Authorization#9503
� � � 353 CHRISTIAN STREET,UNIT#13
FROp" q-.
OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Soprema, Inc. Evaluation Report 518010.06.09-1110
1640 rue Haggerty FL2569-1112
Drummondville,Qu6bec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 Revision 10:06/12/2017
SCOPE: I
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regullations 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 5th Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
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LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named prod.uct(s) changes,the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requ'i'res 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 "Trinity I ERD 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 7.
Prepared by: f
��1►�ta�gttn•rh—
��..;��.:3. •.toe
Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized by Robert Nieminen,
�r,�L+S•;��•,,��. P.E.on 06/12/2017.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCA ANE1983 i;! j�pUal�..` document.signed,sealed hardcopies have been transmitted to the
%-'•. Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD 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. I
2. Trinity l ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
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5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
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ROOFING COMPONENT EVALUATION:
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1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: Roof Underlayments, as produced by Soprema, have demonstrated compliance with the
following sections of the 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: j
Section Property Standard Year
1504.3.1 Wind Resistance FM 4474 2004
1504.3.1 Wind Uplift UL 1897 2004
1507.2.4,1507.2.8, Physical Properties ASTM D1970 i 2009
1507.2.9.2,1507.4.5.1,
1507.5.3,1507.7.3
1507.11.2 Physical Properties ASTM D6163 r J 2000
1507.11.2 Physical Properties ASTM D6164 2005
1523.6.5.2.1 Physical Properties TAS 103 1995
TAS 110 Accelerated Weathering TAS 110 2000
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
3. REFERENCES:
Entity - Examination Reference Date
ERD(TST6049) ASTM D1970/TAS 110 2968.05.04-2 05/14/2004
ERD(TST6049) Physical Properties 2757.02.05 02/03/2005
ERD(TST6049) ASTM D1970/TAS 110 2974.03.05-2 05/17/2005
ERD(TST6049) Wind Resistance 2778.07.05 07/15/2005
ERD(TST6049) Wind Resistance 2779.11.05-111 „I 04/18/2007
ERD(TST6049) TAS 103/TAS 110 S7120.11.07-2 11/02/2007
ERD(TSTG049) ASTM D1970/TAS 110 S13190.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 S31370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.10-R1 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion S11150.05.09-R2 10/05/2010
ERD(TST6049) ASTM D1970 537210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
ERD(TSTG049) Physical Properties/Tensile Adhesion S43530.02.14-1 02/21/2014
ERD(TST6049) Physical Properties/Tensile Adhesion SOPC-SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015
ERD(TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017
M-D(CER1592) HVHZ Compliance 15-0508.04 09/24/2015
ICC-ES(EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017
PRI(TST5878) Physical Properties SOP-064-02-01 12/03/2013
Soprema,Inc.(PDM3511) Equivalency Declaration SA SMOOTH PLY 40 i 05/29/2015
UL,LLC(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Lastobond TU HT is a self-adhering, non-woven polyester fabric surfaceld, SBS modified bitumen roof
underlayment.
4.2 Lastobond Shield is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch. j
4.3 RESISTO SA SMOOTH PLY 40 is a self-adhering, woven polyethylene surfaced, SBS modified bitumen roof
underlayment;available in 3.3 ft x 65 ft rolls.
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Exterior Research and Design,LLC. I Evaluation Report 538030.06.09-1110
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-R12
Soprema,Inc. Revision 10:06/12/2017
Page 2 of 7
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4.4 Lastobond Shield HT is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4.5 Lastobond Pro HT-N is a self-adhering, woven polyethylene surfaced,, 1SBS modified bitumen roof
underlayment available in two widths;36 and 45 inch.
4.6 Lastobond Pro HT-S is a self-adhering, woven polyethylene surfaced, high temperature, SBS modified
bitumen roof underlayment.
4.7 Lastobond 195 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment. 1
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced,! sand-surfaced, SBS modified
bitumen roof underlayment. 1
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment. I
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-sulrfaced, SBS modified bitumen
roof underlayment.
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced,l SBS modified bitumen roof
underlayment,with a 36-inch sheet width. 1
4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat ireinforced,sand-surfaced,SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
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4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced,' SBS modified bitumen roof
underlayment,with a 44-inch sheet width. 1
4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Niemil en, 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 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 may be made to the Authority Having
Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof
covering.
5.5 Allowable roof covers applied atop the underlayments are follows:
TABLE,"1 ROOF COVER:OPTIONS '
K_
Asphalt Nail-On Foam-On Wood Shakes&
Underlayment Metal Slate
Shingles Tile Tile Shingles
Lastobond TU HT Yes Yes See es Yes Yes Yes
5.Lastobond Shield/Pro HT-N/
RESISTO SA SMOOTH PLY 40 Yes No No No Yes Yes
Lastobond Shield HT/Pro HT-S Yes No No Yes Yes- Yes
Lastobond Eaves Protection Yes No No No Yes Yes
Sheet/Lastobond 195
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Exterior Research and Design,U.C. Evaluation Report 518010.06.09-R10
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.2569-1112
Soprema,Inc. Revision 10:06/12/2017
Page 3 of 7
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FTRINITY' ]ERD,
TABLE'1 ROOF COVER,QPTIONS
{.
Underlayment Asphalt Nail-On Foam-On Metal Wood Shakes& Slate
Shingles Tile Tile Shingles
Lastobond ECO /RESISTO
LB1236,Grip-Rite Eave&Valley Yes No No No Yes Yes
Protector/RESISTO LB1244
Lastobond Smooth Seal HT Yes No No Yes Yes Yes
Yes
Colphene FR GR YesYes ]—see 5.5.1 N Yes Yes
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5.5.1 "Foam-On Tile" is limited to use of the following adhesives unless tensile adhesion/long term aging data
from an accredited testing laboratory is provided.
Underlayment Adhesive(s) j
Lastobond TU HT ICP Adhesives"Polyset AH-160"(FL6332);Dow Chemical"TileBondT'Roof Tile Adhesive"(FL717)
Colphene FR GR ICP Adhesives"Polyset AH-160"(FL6332) j
5.6 Allowable substrates are noted below:
Vi
5.6.1 Direct-Bond to Deck:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236,Grip-Rite Eave&Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to:
➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine;ASTM D41 primed structural concrete.
Colphene FR GR applied to:
➢ Plywood;ASTM D41 primed plywood;ASTM D41 primed structural concrete.
Note:
➢ While not required over plywood, OSB or Southern Yellow Pine substrates, Soprema recommends
priming with Elastocol Stick or Elastocol 600c if the final roof cover is not slated for installation within
24 hours. I
➢ Soprema requires tongue-and-groove board decking be covered with plywood or OSB prior to
installation of the self-adhering underlayment.
5.6.2 Bond-to-Insulation:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smoi th Seal HT or Colphene FR GR
applied to:
➢ Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board. i
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems(Lastobond TU HT only), insulation attachment hall be designed by a qualified
design professional and installed based on testing of the insulation/underlayment system in accordance
with FM 4474,Appendix D or TAS 114,Appendix J.
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Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R10
Certificate ofAuthoriration#9503 FBC NON-HVH2 EVALUATION FL2569-R12
Soprema,Inc. ! Revision 10:06/12/2017
Page 4 of 7
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5.6.3 Bond to Mechanically Attached Base Laver:
Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro
HT-S, Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO
LB1236, Grip-Rite Eave&Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or Colphene FR GR
applied to:
➢ ASTM D226,Type I or II felt;Sopra-G; Modified Sopra-G.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems (Lastobond TU HT only),
base layer shall be attached in accordance with FRSA/TRI April 2012(04-12),I
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications:. FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limiiI ations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margini 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. i
5.6.4.1 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 600c or RESISTO EXTERIOR PRIMER
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.2 Maximum Design Pressure=-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Elastocol 600c
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered.
5.6.4.3 Maximum Design Pressure=-150.0 psf:
Deck: Min. 15/327inch 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 dustI 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, shall be thoroughly 'roll using hand roller and/or
weighted roller to ensure there are no voids, and ensure there are no voids/bridging at
side and end-laps.
5.6.4.4 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 D.C. in three (3),
equally spaced rows in the center of the sheet.
Underlayment: Lastobond TU HT or Colphene FR GR,self-adhered
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Exterior Research and Design,LLC, Evaluation Report S18010.06.09-1110
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION j FL2569-R12
Soprema,Inc. Revision 10:06/12/2017
Page 5 of 7
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5.7 Exposure Limitations:
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Lastobond Eaves Protection Sheet, Lastobond.195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO
LB1236, Grip-Rite Eave&Valley Protector 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 or Lastobond
Pro HT-S 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.
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6. INSTALLATION:
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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 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 with Elastocol Stick, Elastocol
600c or RESISTO EXTERIOR PRIMER(if applicable).
6.3 Lastobond TU HT Lastobond Shield Lastobond Pro HT-N,RESISTO SA SMOOTH PLY 40,Lastobond Shield
HT, Lastobond Pro HT-S, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond Eco. Lastobond
Smooth Seal HT RESISTO LB1236 Grip-Rite Eave&Valley Protector,RESISTO LB1244 or Colphene FR GR:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile Applications:
While priming is optional, 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.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course bellow. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Soprema recommends back-nailing in the overlap area at the top of
the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Lastobond TU HT or Colphene FR GR only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam-on tile applications, reference is made to Section 5.6.4 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.
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Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-1110
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION F1.2569-1112
Soprema,Inc. Revision 10:06/12/2017
Page 6 of 7
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6.3.3.1 Lastobond TU HT has met the tile slippage test requirements specified in FRSA/TRI April 2012(04-12) up
to a 10-tile stack to a maximum roof pitch of 6:12 for flat tiles and 5:12 for lugged tiles. Lugged tiles staged
at pitch>5:12 may use alternate staging method (bottom 2-tile stack shall be inverted,followed by 8 tiles
high on slope,as shown below). j
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Figure 1: Alternate Staging Method
Alternatively, at roof slopes greater than these limitations, all tiles shall be loaded onto a nominal 1"x 2"
horizontal batten to prevent slippage or damage to the underlayment
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6.3.3.2 Colphene FR GR has met the tile slippage test requirements specified in FRSA/TRI April 2012(04-12)up to
a 10-tile stack to a maximum roof pitch of 5:12 for flat tiles and 6:12 for lugged tiles. At roof slopes greater
than these limitations,all tiles shall be loaded onto a nominal 1"x 2"horizontal batten to prevent slippage
or damage to the underlayment.
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 manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA
requirements.
9. QUALITY ASSURANCE ENTITY:
UL, LLC—QUA9625;(314)578-3406; k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research and Design,I.I.C. Evaluation Report 538010.06.09-R10
Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL2569-1112
Soprema,Inc. I Revision 10:06/12/2017
;i Page 7 of 7
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