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a FL# FL18355-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived j
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
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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 Reoor
Shinales.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
Equivalence of Product Standards
Certified By
Sections from the Code
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
Summary 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 Shinciles.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
FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinples.odf
Created by Independent Third Party: Yes
ISazek fiext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts,
tL,Aeck '
Credit Card
Safe
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CREEK
Certificate of Authorization No.29824
s' 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014)
Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9, 2017
220 West 4u'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
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Entity 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 3161 2009
UL LLC(TST9628) 09NK07896 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) IOCA50498 ASTM D 3462 2009
UL LLC(TST9628) 1 OCA64882 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 3161 2009
UL LLC(TST9628) 4787148748 ASTM D 7158 2008d
ASTM D 3161 2009
ASTM D 3462 2009
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.3 FL18355-R3 Page 1 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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
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 12-1/4" 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 7158, 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 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying 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 surfaced with 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 7158, 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.
TBP15001.3 FL18355-R3 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
a ' TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(V„it): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasa): 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.
NAILS
-► }1n
Nalli r8-7A3
n
Area --.... .------. ......... ........ ---..__._ .........
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
�1n 1n
Nailing
Area _.. ------------- 6'718n
5-1/8"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.3 FL18355-R3 Page 3 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.
- TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V„it): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vnd): 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 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 21:12.
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.
FASTENERS NAIL ZONE
COMMON
BOND
IF] F1
6-118" EXPOSURE 5-6/8"
1° 12-112" 12-318" --►�- 12-112`-►I �-1"
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-118" EXPOSURE 5-5/8"
1'� h--7-112"�-7-112"-�- 718"�f i-7-112"-►h-7-112' �--1"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.3 FL18355-R3 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.
�� TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE/
ASTENERS. COMMON$O.ND
.6.118"
TEXPOSUot5 W:
1" �7-U2'+-7:1/2' ► 7 18' ►�f 7=1/2? 7-112 �—:1
Figure 5. Heritage®Woodgate
6 Nail Pattern
-►I1"�1"1=------12-1/2"-►[ I� 12=112" r,1"i1"�4-
i i i i i i
' ' ® Common Bond
FASTENERS
CLLl I
r
Figure 6. Heritage®, Heritage®Premium,& Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT'
LINE ...
__-- - - - ___- - - NAIL ZONE
EDGE OF;
COMMON.
BOND
EXPOSURE
.
ACCEPTABLE
FASTENER LOCATION
D,O NOT FASTEN
ALONGEDGE OF
C.OMMON''BOND
PREFERRED
FASTENER'.
.LOCATI,ON
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nall patterns from Figures 3,4,and 6 may be placed in the nail zone as described above
TBP15001.3 FL18355-R3 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not
specifically addressed herein.
CRDEEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(V it): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): 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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS /COMMON BOND
51/2" IXPOSURE 5"
1"—►� �— 11"—►� 1211 -11
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
5112" EXPO RE 5"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.3 FL18355-R3 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.
CR
EEK TAMKO BUILDING PRODUCTS
R Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(Wit): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph
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 (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 Y
1=-'� �-- 11" --►�-12-3/8"-- 11"
Figure 10. Heritage®Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
1
5.112°
HEXPOSUZE "
1"-'� �" 9-1/2"�►�-3'�9�3/8"�-►�-3'+►�9-112"� �j"
Figure 11. Heritage®Woodgate (Frederick)
6 Nail Pattern
TBP15001.3 FL18355-R3 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 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.
REEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(Vuit): Max. 194 mph
(Phillipsburg) Basic Wind Speed Mad): 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.
aa'
iM—tr%posure
NdmvT Notch
6•. Fasteners
Pkil
one
17.1/2"
5"
Exposure
41 A` 4116`— —9.114`--*1 —41/4` 1. T
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Expmm
KN
otdl
MRts rzone
S
1p
LF
f-71F—►{-� �• 161E-71e'
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.3 FL18355-R3 Page 8 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.
y;
CREEK
D E E K TAMKO BUILDING PRODUCTS
j� Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(Frederick&Joplin) 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 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 end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5-1/8" exposure
ere -
'I II
Start
Figure 1 here 5-1/8"exposure
13 lop lip
Atlis
Fastener Fastener
Figure 2 1/411 Figure 3
Figure 14. Hip &Ridge(Frederick&Joplin)
TBP15001.3 FL18355-R3 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 for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(V„it): 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 FBC 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
,Stearre511 t. Fexposure
� II
Start
here
Figure 1 5" exposure
1"
Fastener Fastener
r �5-1/2" ��5-1/2�,
Figure 2 1/4�� Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.3 FL18355-R3 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.
TAMKO BUILDING PRODUCTS
CREEKa Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) 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 60-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 sources, 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.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5t'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
j u u l 1111
G•E N S -..
No 74021
` 2017.05.09
15:06:10
O'.• STATE OF �[/IZ -04'00'
'��'�•'•�< p P••N���� Zachary R. Priest, P.E.
�SS;' R ,• '�� � Florida Registration No.74021
'�1,111 �0 Organization No.ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E.does not have, nor will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.3 FL18355-R3 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.
9/24/2015 Florida Building Code Online
FlOrl43 �ittTtolll BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I SCIS Site Map Links Search
Busines
1 Product Approval
Professi �I si , USER:Public User
Regulation
Product Aooroval Menu>Product or Application Search>Application List>Application Detail
r
�r "-� •�A" FL# FL10758-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One Owens Corning Parkway
Toledo,OH 43659
(740)404-7829
greg.keeler@owenscorning.com
Authorized Signature Greg Keeler
greg.keeler@owenscorning.com
Technical Representative Greg Keeler
Address/Phone/Email 2790 Columbus Road
Granville, OH 43023
(740) 321-6345
greg.keeler@owenscorning.com
QualityAssurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity Miami-Dade BCCO-QUA
Quality Assurance Contract Expiration Date 04/13/2018
Validated By Locke Bowden
Validation Checklist-Hardcopy Received
Certificate of Independence FL10758 R6 COI OCR14003 2 2014 FBC nonHVHZ Evaluation R port
Owens Cornino Vents 060514.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
https://floridabLilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvldAviteOYO`/o2bC3zFtrydggubWMrxzLHkvIrEPVYDH9EQp/p3dp/o3d 1/2
1 J
9/24/2015 Florida Building Code Online
Product Approval Method Method 2 Option B
Date Submitted 02/23/2015
Date Validated 02/24/2015
Date Pending FBC Approval 03/01/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
10758.1 VentSure 4-Foot Strip Heat and Copolymer plastic low profile attic ridge vents for installation
Moisture Ridge Vents in shingle roof systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10758 R6 II OCR14003.2 2014 FBC nonHVHZ Evaluation
Approved for use outside HVHZ:Yes Report Owens Corning Vents 060514.Ddf
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Refer to evaluation report Evaluation Reports
FL10758 R6 AE OCR14003.2 2014 FBC nonHVHZ Evaluation
Report Owens Corning Vents 060514.Ddf
Created by Independent Third Party: Yes
10758.2 VentSure Low Profile Slant Back Galvanized metal roof vent
Roof Vent With Exterior Louver
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL10758 R6 II OCR14003.2 2014 FBC nonHVHZ Evaluation
Approved for use outside HVHZ:Yes Report Owens Corning Vents 060514.1)df
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure:N/A Created by Independent Third Party: Yes
Other: Refer to evaluation report. Evaluation Reports
FL10758 R6 AE OCR14003.2 2014 FBC nonHVHZ Evaluation
Report Owens Corning Vents 060514.Ddf
Created by Independent.Third Party: Yes
10758.3 VentSure Rigid Roll Ridge Vent Ridge Ventilation System
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10758 R6 II OCR14003.2 2014 FBC nonHVHZ Evaluation
Approved for use outside HVHZ:Yes Report Owens Corning Vents 060514.Ddf
Impact Resistant: N/A Verified By: Zachary R. Priest 74021
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Refer to evaluation report. Evaluation Reports
FL10758 R6 AE OCR14003.2 2014 FBC nanHVHZ Evaluation
Report Owens Corning Vents 060514 pdf
Created by Independent Third Party: Yes
9cec# Next.
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32322 phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic.
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.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
acrEti;
Sccuritti•,r1.�'Ittcs
https:/tfloridabuilding.org/pr/pr_app df.aspx?param=wGEVXQwtDgvldAvlteOYO%2bC3zFtrydg9ubWMrxzLHkvi rEPVYDH9EQ%3d%3d 2/2
r
Certificate of Authorization No.29824
LC
CREE11%I17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL. SERVICES, LLC (813)480-3421
EVALUATION REPORT 2014 FLORIDA BUILDING CODE
Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued February 23, 2015
1 Owens Corning Parkway
Toledo, OH 43657
(800)438-7465
www.owenscornin_q.com
Manufacturing Plants: Rohnert Park, CA;Orrick, MO; Baldwyn, MS; Niles,OH
Quality Assurance: Miami-Dade BCCO—QUA(QUA1591)
SCOPE
Category: Roofing
Subcategory: Roofing Accessories that are an Integral Part of the Roofing System
Code Sections: 1709.2
Properties: Roof Ventilation
REFERENCES
Entity Report No. Standard Year
Architectural Testing,Inc(TST1558) 01-38660.04 TAS 100(A) 1995
Architectural Testing,Inc(TST1558) 01-38660.05 TAS 100(A) 1995
Architectural Testing,Inc(TST1558) C1774.01-109-18 TAS 100(A) 1995
ASTM D 635 2006
ASTM D 1929 2001e01
ASTM D 2843 2004e01
PRI Construction Materials Technologies(TST5878) AVIG-005-02-01 ASTM D 635 2006
ASTM D 1929 2001 e01
ASTM D 2843 2004e01
PRI Construction Materials Technologies(TST5878) AVIG-006-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) OCF-111-02-01 ASTM D 635 2006
ASTM D 1929 2001e01
ASTM D 2843 2004e01
PRI Construction Materials Technologies(TST5878) OCF-112-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) OCF-116-02-01 TAS 110(A) 1995
PRI Construction Materials Technologies(TST5878) OCF-223-02-01 TAS 110(A) 1995
PRI Construction Materials Technologies(TST5878) OHI-007-02-01 TAS 100(A) 1995
PRODUCT DESCRIPTION AND APPLICATION
VentSure4-Foot Strip 1-1/4" x 14-7/8" x 48" low-profile attic ridge vent consisting of a two-layer nylon-
Heat and Moisture Ridge polyester composite. Available with or without a polyester fabric moisture barrier for
Vents: installation in shingle roof systems.
+ 48"
• • . • •.
14-7/8" }
OCR14003.2 FL10758-R6 Page 1 of 4
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.
OWENS CORNING ROOFING AND ASPHALT LLC
VentSure®Roof Ventilation
CREEK
TECHNICAL SERVICES, LLC
Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing
construction. Roof deck shall be designed and installed in accordance with FBC
requirements.
Roof slope: Minimum 3:12 to maximum 16/12
Installation Height: Maximum 60-ft
Attachment Method: Cut a 2-inch opening (1-inch on each side of the ridge) centered in the deck at the
ridge for ventilation. The slot shall terminate approximately 6-inches from the rake
edges. Apply a %4-inch wide bead of ASTM D 4586 roofing cement along the entire
length of the outside edges of the vent to seal the vent to the field shingles, taking
care to not completely cover the weep slots in the vent. Center the vent over the
opening and fasten to the deck using the 11 ga. 2'/-inch galvanized ring shank nails
(shall comply with FBC Section 1506.5) provided with the vent. Fasteners are to be
installed on both sides of the vent 1, 12,24, 36, and 47-inches from the start of each
vent piece.
Prepare the adjacent vent section by applying the roofing cement along the edges,
snap together with fixed vent, and fasten to the deck in the same manner as the first
section. Fasten the ridge shingles over the vent to the deck on the marked "shingle
nail line" with two (2) minimum 11 ga. 2'/z-inch galvanized ring shank roofing nails
(shall comply with FBC Section 1506.5) prvided with the vent or as directed by the
shingle manufacturer's installation instructions. Outside edges of the shingles shall
be sealed with flashing cement.
Allowable Roof Coverings: Asphalt shingles
VentSure'Low Profile 18"x 24"x 2-3/16"(32"x 23"flange base)static off-ridge vent composed of ASTM
Slant Back Roof Vent A653 galvanized steel(available with painted finish). Material shall conform with
with Exterior Louver: FBC Section 1507.4.3.
.
i
r —
I- .l—i-
MOM- J �'
1 2-
.T
Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing
construction. Roof deck shall be designed and installed in accordance with FBC
requirements.
OCR14003.2 FI-10758-R6 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not
specifically addressed herein.
�.$ OWENS CORNING ROOFING AND ASPHALT LLC
CREEKVentSure®Roof Ventilation
TECHNICAL SERVICES, LLC
Roof slope: Minimum 3:12
Installation Height: Maximum 33-ft
Attachment Method: Cut an 11 x 11-inch hole through wood sheathing only approximately 18-inches from
the ridge. Apply 1/4-inch thick by 3-inch wide bed of ASTM D 4586 roofing cement
around inner and outer flange. Place vent directly over the hole, ensuring the vent
sits flat on the roof. Fasten vent 4-inches o.c.and 1-inch from outside edge of flange
with minimum 12 ga. ring shank roofing nails (shall comply with FBC Section
1506.5), ensuring %-inch penetration through wood deck (Minimum 18 nails per
vent).
Install baffle in %-inch bed of ASTM D 4586 roofing cement and secure with
minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5)
spaced 8-inches o.c. (total of.(3) nails) while ensuring %-inch penetration through
wood deck. Seal all nails and vent flange with ASTM D 4586 roofing cement.
Allowable Roof Coverings: Asphalt shingles
VentSure Rigid Roll 5/8"x 11-1/4"x 20'attic ridge vent composed of high density polypropylene with a
Ridge Vent: spun-bond polypropylene fabric.
Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing
construction. Roof deck shall be designed and installed in accordance with FBC
requirements.
Roof slope: Minimum 2:12 to maximum 20:12
Installation Height: Maximum 60-ft
Attachment Method: Cut a 2-inch opening (1-inch on each side of the ridge) centered in the deck at the
ridge for ventilation. The slot shall terminate approximately 12-inches from the rake
edges. Apply a continuous bead of polyurethane adhesive sealant along the entire
length of the outside edges of the vent to seal the vent to the field shingles. Center
the vent over the opening and fasten the vent 24-inches o.c. to the deck using
minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5),
3
ensuring /-inch penetration through wood deck.
Fasten the ridge shingles over the vent to the deck on the marked "shingle nail line"
with two (2) minimum 12 ga. ring shank roofing nails(shall comply with FBC Section
1506.5) or as directed by the shingle manufacturer's installation instructions,
ensuring%-inch penetration through wood deck. Outside edges of the shingles shall
be sealed with flashing cement.
Allowable Roof Coverings: Asphalt shingles
OCR14003.2 FL10758-R6 Page 3 of 4
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.
OWENS CORNING ROOFING AND ASPHALT LLC
VentSure®Roof Ventilation
CREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is outside the scope of this evaluation.
2) This report is not for use in the HVHZ.
3) The roof deck and deck attachment shall be designed by others in accordance with the 2014 FBC.
4) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
5) Owens Corning vents shall be installed in strict compliance with this evaluation report and the
manufacturer's published installation instructions. In the event of conflict, the more restrictive installation
shall be enforced.
6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion prior to installation.
7) Installation of the roof assembly is outside the scope of this evaluation.
8) Owens Coming vents are intended to provide passive ventilation for an enclosed attic in residential
construction applications.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida
Building Code as evidenced in the referenced documents submitted by the named manufacturer.
R. p9�i2015.02.2
No 74021 3 14:48:59
= -05'00'
STATE OF
0i0T•• 'c P,•'�4t,: Zachary R. Priest, P.E.
�'i�s' R �'• C?N Florida Registration No.74021
Organization No.ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
OCR14003.2 FL10758-R6 Page 4 of 4
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.
Florida Building Code Online Page 1 of 2
"
BCIS Home Log In ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links i�Search
Rota
¢T Product Approval
q - USER:Public User
o-.
Product Approval Menu>Product or Application Search>Application Lis >Application Detail
FL# FL2569-R12
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived I'
Product Manufacturer Soprema,Inc. (Canada)
Address/Phone/Email 1640 rue Haggarty
Drummondville,NON-US 00000
(819)478-2400
memathieu@soprema.ca
Authorized Signature Marc-Etienne Mathieu
memath ieu@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
Drummondville
(888)811-3145
jfcote@soprema.ca
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E_. Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert J.M. Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/17/2020
Validated By John W. Knezevich,PE
IValidation Checklist-Hardcopy Received
Certificate of Independence FL2569 R12 COI 2017 01 COI Nieminen odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM D6163 2000
ASTM D6164 2005
FM 4474 2004
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
TAS 110 2000
UL 1897 2004
hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB 10... 12/6/2017
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/12/2017
Date Validated 06/13/2017
Date Pending FBC Approval 06/15/2017
Date Approved 08/08/2017
Date Revised 10/09/2017
Summary of Products
FL# Model,Number or Description
Name
2569.1 Soprema Roof Self adhering roof underlayments
Underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL2569 R12 II 2017 06 FINAL ER SOPREMA CA UNDERLAYMENTS FL2569-
Approved for use outside HVHZ:Yes R12.1)df
Impact Resistant:N/A Verified By: Robert Nieminen, P.E. PE-59166
Design Pressure: +N/A/-150 Created by Independent Third Party:Yes
Other: 1.)Refer to ER Section 5 for Evaluation Reports
Limits of Use. 2.)The design pressure FL2569 1'21.2 AE 201.7 06 FINAL. ER SOPREMA CA UNDERLAYMENTS FL2569-
noted herein pertains to underlayment R12.pd
systems used beneath adhesive-set tile Created by Independent Third Party:Yes
systems.Refer to ER Section 5.6.4 for
details.
� Back Next
Contact Us::2601 Blair Stone Road.Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
�I�iu liiil y lel
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckB 10... 12/6/2017
EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
�������ER® 353 CHRISTIAN STREET,UNIT#13
C OXFORD,CT 06478
(203)262-9245
EVALUATION REPORT
Soprema,Inc. Evaluation Report 518010.06.09-R10
1640 rue Haggerty 171-2569-1112
Drummondville,Quebec J2C 5P8 Canada Date of Issuance:06/15/2009
(819)478-2400 Revision 10:06/12/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: Soprema Roof Underlayments
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 product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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:
_ :•r
Robert J.M.Nieminen,P.E. ��• L�etCr+T' PE.on 06/12/2017.Thise facsimile seal does authorized
do snot eelectronically
rvasansigned
Florida Registration No.59166 Florida DCA ANE1983 'i,�is��^vial%s��4,: document.Signed,sealed harcicopies 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.
2. Trinity]ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation, Neither Trinity I 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.
1\'/'
`TSI ER®
ROOFING COMPONENT EVALUATION:
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:
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 2009
1507.2.9.2,1507.4.5.1,
1507.5.3,1507.7.3
1507.11.2 Physical Properties ASTM D6163 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-R1 04/18/2007
ERD(TST6049) TAS 103/TAS 110 57120.11.07-2 11/02/2007
ERD(TST6049) ASTM D1970/TAS 110 513190.02.09-R1 04/01/2010
ERD(TST6049) ASTM D1970/TAS 110 531370.03.10-1-R1 04/07/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.10-111 09/09/2010
ERD(TST6049) Physical Properties/Tensile Adhesion 511150.05.09-112 10/05/2010
ERD(TST6049) ASTM D1970 S37210.11.11 11/09/2011
ERD(TST6049) ASTM D1970 540540.02.13-1 02/19/2013
ERD(TST6049) 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 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 surfaced, 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.
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.
Exterior Research and Design,I.I.C. Evaluation Report 538030.06.09-1130
Certipcate of Authorization 119503 FBC NON-HVHZ EVALUATION FLZ569-1112
Soprema,Inc. Revision 10:06/12/2017
Page 2 of 7
T�iINI ERD
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, SBS 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.
4.8 Lastobond Eaves Protection Sheet is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified
bitumen roof underlayment.
4.9 Lastobond Eco is a self-adhering, glass-mat reinforced, sand-surfaced, ,SBS modified bitumen roof
underlayment.
4.10 Lastobond Smooth Seal HT is a self-adhering, glass-mat reinforced, film-surfaced, SBS modified bitumen
roof underlayment.
4.11 RESISTO LB1236 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment,with a 36-inch sheet width.
4.12 PrimeSource Grip-Rite Eave&Valley Protector is a self-adhering,glass-mat reinforced,sand-surfaced,SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.13 RESISTO LB1244 is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof
underlayment,with a 44-inch sheet width.
4.14 Colphene FR GR is a self-adhering, fiberglass reinforced, granule-surfaced, SBS modified bitumen roof
underlayment.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this 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
Asphalt Nail-On Foam-On Metal Wood Shakes&
Underlayment Shingles Tile Tile Shingles Slate
Lastobond TU HT Yes Yes Yes Yes Yes Yes
See 5.5.1
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
Lastobond Eaves Protection Yes No No No Yes Yes
Sheet/Lastobond 195
Exterior Research and Design,I.I.C. Evaluation Report S18010.06.09-1110
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TABLE 1: ROOF COVER CIPTIONS
Asphalt Nail-On Foam-On Metal Wood Shakes&
Underlayment Shingles Tile Tile Shingles Slate
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
Colphene FR GR Yes Yes Yes No Yes Yes
See 5.5.1
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 Adhesives)
Lastobond TU HT ICP Adhesives"Polyset AH-160"(FL6332);Dow Chemical"TileBond—Roof Tile Adhesive"(FL717)
Colphene FR GR ICP Adhesives"Polyset AH-160"(FL6332)
5.6 Allowable substrates are noted below:
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.
➢ 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 Smooth Seal HT or Colphene FR GR
applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile systems(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 or TAS 114,Appendix J.
Exterior Research and Design,I.I.C. Evaluation Report S38010.06.09-R10
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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).
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 limitations apply to underlayment
systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications.
Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads,
and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has
already been applied). Refer to FRSA/TRI April 2012(04-12)or FBC 1609 for determination of design wind
pressures.
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. 15/32-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, 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
Exterior Research and Design,U.C. Evaluation Report 518010.06.09-1110
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5.7 Exposure Limitations:
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.
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 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 below. 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.
Exterior Research and Design,I.I.C. Evaluation Report 518010.06.09-R10
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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).
s
r
S
a.'
3
N, a.y a3z j A�
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
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 E
A ON R PORT-
Exterior Research and Design,I.I.C. Evaluation Report 538010.06.09-R10
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