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Product Approval Menu>Product or Application Search>Apolication List>Application Detail
FL# FL18355-R4
Application Type Revision
Code Version 2017
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 Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
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 P.E.
R Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Equiv UL letter for standards for FBC 2017.odf
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paraxn=wGEVXQwtDquvosrHazGXQ... 5/22/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
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 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final. f
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 R4 AE TBP15001.4 2017 FBC Eval Report
Shingles final.pdf
Created by Independent Third Party: Yes
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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 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:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 5/22/2018
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa,FL 33647-
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: 0 BUILDING PRODUCTS Issued September 25, 2097
220 West`
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: sphaShingles
Code Sections: 150 . . , 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 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(AN El1669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 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.
G REEK
TAMKO BUILDING PRODUCTS
j� K Asphalt Shingles
TECHNICAL SERVICES, LLC
ESCRIPTION
;Elite Glass-Seal® 12-1/4" x 36", ASTM D 3161, Class F andASTM D 7158, Class H self-sealing, 3-tab
ederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
scaloosa) 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® -1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, rein rced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg& com ying 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.
TBP15001.4 FL18355-R4 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.
0 CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed (V„it): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed (Vasd): Max.-150 mph
Tuscaloosa) HVHZ 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 plin (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
Nareal7ing - - - - 6-7ff
A ------------------------- ---------------------------------------------------------------
5-1l8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
9 -
Nailin6-7
Area -- --- i-
- -------------------------------•----------------------- - -
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
DEEK TAMKO BUILDING PRODUCTS
[� Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V„it): 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 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
fi-118"
FEXPOSURE 6-6/8"
12-1/211-►�- 12-318" -►�- 12-1/2"--►I �-1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
/COMMON
BOND
6-1Z EXPOSURE 5-5/8"
i' h-T-112'i�-7-1I2" - 7 3/8'"�}+F 7-112"-►h-7-112"-►I �-1"
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
G R E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
ASTIE .: COMMON'BOW
T
6,118" EXPOSURE 51,
1 1/2' -7.112' 18": 7:172�!►�7- 'I2 ..1M
Figure 5. Heritage®Woodgate
6 Nail Pattern
►I1"i1"i� 12-1/21 12-1/2" ►j1";1"I�
7 i i i i
C__ommon Bond_
FASTENERS
r i
c�. * t
i j
39
Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE.;
}NAIL ZO:NE;,
6118" EDGE OF>-
C:OMMON;;
B=OND."
EXP;O`S.IJRE
ACCEPTABLE ..,
FASTENER LOCATION'
D:O NOT FASTEN':
ALO.N GED GE.AF
- =--- -=- .-- OMMON B:OND':
PREFERRED
FASTENER`':
L.ODATI.ON
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 FI-18355-R4 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.
C R E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Premium Basic Wind Speed (V,,ir): 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 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/
FASTENERSCOMMON BOND
5112" IXPOSURE 511
"--r�--- 12" --►�11"--►� 1"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS Lz� V COMMON BOND
5112" EXPOSURE 5"
Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
0 C R E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed (V„it): Max. 194 mph
(Frederick) Basic Wind Speed (Vaud): 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'A Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
T
5-112" EXPOSURE Y
1'LA 11" 12-318"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZON E/
COMMON BOND
FASTENERS
FEVOSUE
1"--� �- 9-112"�3'�-9�/8"--1►�-3�-g-1/2"� �1"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
FL1 -R4 Pa
TBP15001.4 8355 e 7 of 11 g
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.
CRE >< TAMKO BUILDING PRODUCTS
[K Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed (V„„): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Val): 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.
40-
Y ugrtane Exposure
NGNro z Notch
6, Fasteners
Mail
one
17an
s^
Exposure
41M` 9•lIS 9-1M`�rt--9.114`
HIT
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
�r E7�WUR
Ila"
R[R NOV
17-1/2`
Ll �p
4-00
71fr 0.4 ,j16" 7dq' 7,31!' -7-0/♦f
1-
a���
Figure 13. Heritage®Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
CREEK TAMKO BUILDING PRODUCTS
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
heart 5-1/8» exposure
.I II
Start
Figure 1 here 5-1/8"exposure
� •' 1" 5.11a'' 1
ip
,0re
%` � Fastener Fastener
P' '"„
Figure 21'4 Figure 3
n
Figure 14. Hip&Ridge (Frederick&Joplin)
TBP15001.4 FL18355-R4 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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed (V„ic): 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
art 5" exposure
ere~ I�
•I
Start
here
Figure 1 5" exposure
1"
1"
Fastener ,,�I Fastener
' �5-1/2"
Figure 2 1/411 Figure 3
Figure 15. Vintage®Hip & Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 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.
GREEK TAMKO BUILDING PRODUCTS
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 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6`"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
Y R.
�P�•E^►S 9Z�s 2017.09.25
No 74021 11 :31 :41
r * � uirmm.eb+.rn.rR —
�= -04'00'
!:1�0:• STATE OF •:�4
���T••.A, O P:N!,:�-�.` Zachary R. Priest, P.E.
` Florida Registration No.74021
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
TBP15001.4 FL18355-R4 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.
Florida Building Code Online Page 1 of 3
lit
SCIS Home Log In User Registration Hot Topics E Submit Surcharge I Stats&Facts j Publications FBC Staff j SCIS Site Map Links j Search
Florida
'''111ccc �■/r q''E".'^'.e)Product Approval
�4 I �Jis USER:Public User
Product ADDroval Menu>Product or ADDlication Search>Application List>Application Detail
FL# FL9777-R11
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived O
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
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 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 12/31/2020
Validated By Locke Bowden P.E.
® Validation Checklist-Hardcopy Received
Certificate of Independence FL9777 R11 COI OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 1970 2015
ASTM D 226 2009
ASTM G 155 2005
TAS 103 1995
UL 1897 2012
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtgkcMGblcW7... 5/22/2018
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 10/11/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/17/2017
Date Approved 12/12/2017
SummarV of Products
FL# Model,Number or Name Description
9777.1 Weatherlock G Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf
Impact Resistant:N/A Verified By: Zachary R. Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.pdf
Created by Independent Third Party:Yes
9777.2 Weatherlock G(High Tear) Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.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
FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.pdf
Created by Independent Third Party:Yes
9777.3 Weatherlock MAT Waterproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9777 R11 II OCR14002.8b 2017 FBC Evaluation Report
Approved for use outside HVHZ:No Weatherlock HVHZ.pdf
Impact Resistant:N/A Verified By: Zachary R.Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Report
Weatherlock HVHZ.pdf
Created by Independent Third Party:Yes
9777.4 Weatherlock MAT Waterproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf
Impact Resistant:N/A Verified By: Zachary R.Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.pdf
Created by Independent Third Party:Yes
9777.5 Weatherlock Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf
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
FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.odf
Created by Independent Third Party: Yes
9777.6 Weatherlock Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9777 R11 II OCR14002.8b 2017 FBC Evaluation Report
Approved for use outside HVHZ:No Weatherlock HVHZ.pdf
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
FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Report
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgkcMGblcW7... 5/22/2018
Florida Building Code Online Page 3 of 3
Weatherlock HVHZ.Ddf
Created by Independent Third Party:Yes
9777.7 Weatherlock Specialty Tile&Metal Weatherproofing Underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9777 RSS II OCR14002.8a 2017 FBC Evaluation Report
Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.Ddf
Impact Resistant:N/A Verified By: Zachary R. Priest 74021
Design Pressure:+0/-142.5 Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report
Weatherlock Non-HVHZ.Ddf
Created by Independent Third Party:Yes
Back Nest
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 mall.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 emalls 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:
71=9M711 ® FCixtk M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtgkcMGbIcW7... 5/22/2018
s
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: OW S CORNING ROOFING AND ASPHALT LLC Issued October 11,2017
1 Owens Corning Parkway
Toledo, OH 43657
(800)438-7465
www.owenscorning.com
Manufacturing Location: Brentwood, NH
Houston,TX
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: QUnderlayments
Code Sections: 15 4.3.1, 507.1.1
Properties: Physical properties
REFERENCES
Entitv Report No. Standard Year
PRI Construction Materials Technologies(TST5878) NEI-039-02-01 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) NEI-042-02-01 REV2 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) NEI-045-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) NEI-045-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) NEI-053-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) NEI-053-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) NEI-093-02-02 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF-213-02-01 ASTM D 1623 2009
PRI Construction Materials Technologies(TST5878) OCF-237-02-01 UL 1897 2012
PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2001
PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF-272-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) OCF-296-02-02 ICC-ES AC 188' 2012
ICC-ES AC 48 2012
PRI Construction Materials Technologies(TST5878) OCF-297-02-01.1 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF-318-02-01 ASTM D 1970 2015
PRI Construction Materials Technologies(TST5878) OCF-320-02-01 TAS 103 1995
PRI Construction Materials Technologies(TST5878) OCF-320-02-01 ASTM G 155 2005a
PRI Construction Materials Technologies(TST5878) 0CF-321-02-01 ASTM D 1623 2009
PRI Construction Materials Technologies(TST5878) OCF-322-02-01 UL 1897 2012
PRI Construction Materials Technologies(TST5878) OCF-355-02-01 UL 1897 2012
'Determined to be equivalent to ASTM D 226-09,Type I and 11
OCR14002.8a FL9777-R11 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
C
REEK
OWENS CORNING ROOFING AND ASPHALT LLC
RE I 1 WeatherLock@ Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION AXIMITSSE
WeatherLock@ G O G is an ASTM D 1970 self-adhesive underlayment constructed from SBS
(Brentwood, NH) halt, a fiberglass mat reinforcement and surfaced with granules. The
plied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock® G is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock@ Mat WeatherLock@ Mat is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood, NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1-
Houston, TX) sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions
of 3-ft x 66.7-ft.
WeatherLock@ Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 30 days.
WeatherLock@ Metal WeatherLock@ Metal is an ASTM D 1970 self-adhesive underlayment constructed from
(Brentwood, NH) SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The
product is supplied in 2.0 sq.rolls with nominal dimensions of 3-ft x 66.7-ft.
WeatherLock@ Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for
mechanically attached roof coverings. Exposure on the roof deck shall be limited to a
maximum 90 days.
WeatherLock@ WeatherLock@ Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment
Specialty Tile&Metal constructed from SBS modified asphalt and surfaced with a non-woven polyester fabric.
(Brentwood, NH or The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft.
Houston, TX)
WeatherLock@ Specialty Tile & Metal is permitted to be used as prescribed in FBC
Section 1507.1.1. WeatherLock@ Specialty Tile & Metal is permitted to be used with
adhered clay or concrete tile roofing using either ICP Adhesives Polyset AH-160 (ICP
Adhesives and Sealants, Inc.)or TILE BONDTm Roof Tile Adhesive (The Dow Chemical
Company). Exposure on the roof deck shall be limited to a maximum 90 days.
The maximum roof slope shall be 6:12 when used with clay or concrete tile installations
without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles
shall not be stacked greater 10 tiles per stack.
WeatherLock@ G(High WeatherLock@)G(High Tear)is a self-adhered, underlayment used as an alternative to
Tear) ASTM D 226,Type I or Type II roofing felt and ASTM D 1970 self-adhering polymer
(Houston, TX) modified bitumen underlayment. The underlayment is composed of SBS modified
asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The
product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal
dimensions of 3-ft x 65-ft.
WeatherLock@) G (High Tear) is permitted to be used as prescribed in FBC Section
1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be
limited to a maximum 30 days.
OCR14002.8a FL9777-R11 Page 2 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.
I
CREEK OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLock@ Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES,LLC
PRODUCT APPLICATION
Min.Roof Slope: 2:12 in accordance with the.FBC
Application: All underlayments shall be installed in accordance with the FBC.
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. Prior to beginning installation, the -underlayment shall be unrolled and
allowed to relax for a minimum of 3-5 minutes.
The underlayment shall be installed with the release backer removed and pressed firmly
into place to ensure complete contact with the deck. The underlayment shall be installed
with the roll length parallel to the eave, starting at the eave, and with minimum 3" side
laps and minimum 6"end laps staggered min.6-ft.from preceding course. Additionally, if
applying WeatherLock®Specialty Tile & Metal, end laps shall be primed with ASTM D
41.primer.or sealed with asphalt roof cement a minimum of 3-4 inches across the width
of the lap.
It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall
be installed perpendicular to deck with the nail heads flush to the top surface of the
underlayment). Additionally, WeatherLock®Specialty Tile & Metal shall be back nailed
when installed on roof slopes greater than 3:12.
Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum
Temperature: application temperature.
WIND RESISTANCE
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlayment System No.1 —WeatherLock Specialty Tile&Metal Only
Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c.
Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with
manufacturer's installation instructions to the fastened deck and backnailed along the
selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through
optionally primed, 32ga. x 1-5/8-inch O tin caps spaced 12° o.c. The applied
underlayment shall be rolled with a minimum 751b steel roller immediately following
application.
Maximum Design -142.5 psf
Pressure:
OCR14002.8a FL9777-Rl l 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.
�a
CREEK OWENS CORNING ROOFING AND ASPHALT LLC
WeatherLockO Self-Sealing Ice&Water Barriers
TECHNICAL SERVICES, LLC
GENERAL LIMITATIONS
1) This evaluation report is not use in the HVHZ.
2) Fire Classification is not within the scope of this evaluation.
3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction.
5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements.
6) All side lap seams shall be installed to shed water from the deck.
7) The underlayment may be used as described in other current FBC product approval documents.
8) Design wind load pressures shall be determined for components and cladding in accordance with FBC
1609.
9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind
load pressures for components and cladding.
10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads
determined for the roof assembly.
11) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Buildingin
9
Code 6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
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'�o�P• R'F 2017.10.11
No 74021 09:06:29
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STATE OF 14/Z
�0,�• ,o Q •:_�: Zachary R. Priest, P.E.
��i"FSi' R �•• �j���`� Florida Registration No. 74021
`% Organization No.ANE9641
��rr►r N A������
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
OCR14002.8a FL9777-R11 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.