HomeMy WebLinkAboutFL18355_R2_II_TBP15001.2 FBC 2014 Product Evaluation Report Shinglesa CREEK
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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.
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, 6TH EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4th 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: 1504.1.1, 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 2016
UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC (TST9628) 05NK28006 ASTM D 6381
UL 2390
ASTM D 7158
2008(2013)e1
2011
UL LLC (TST9628) 06NK03898 ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9628) 08CA59132 ASTM D 3161 2016
UL LLC (TST9628) 09NK07896 ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC (TST9628) 10CA64882 ASTM D 3161 2016
UL LLC (TST9628) 11NK14014 ASTM D 3161
ASTM D 3462
2016
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 (ANE11669) TBP15001.3 Calculations 2017
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TBP15001.4 FL18355-R4 Page 2 of 11 Page 2 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
PRODUCT DESCRIPTION
Elite Glass-Seal®
(Frederick, Joplin &
Tuscaloosa)
12-1/4” x 36”, ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
Glass-Seal
(Frederick &
Tuscaloosa)
12-1/4” x 36”, ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and s urfaced with
ceramic granules complying with ASTM D 3462.
Glass-Seal
(Joplin)
12-1/4” x 36”, ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
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®
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
13-1/4” x 39-3/8”, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
13-1/4” x 39-3/8”, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Premium
(Frederick)
12” x 36”, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Vintage®
(Phillipsburg)
17-1/2” x 40”, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Woodgate
(Dallas & Frederick)
13-1/4” x 39-3/8”, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Woodgate
(Frederick)
12” x 36-3/8”, ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles
(Frederick & Joplin)
12-1/4” x 12”, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® Hip and Ridge
(Phillipsburg)
12” x 12”, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
A CREEK
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TBP15001.4 FL18355-R4 Page 3 of 11 Page 3 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
INSTALLATION
Elite Glass-Seal®
(Frederick, Joplin &
Tuscaloosa)
&
Glass-Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Basic Wind Speed (Vult): Max. 194 mph
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 5-1/8 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.
Figure 1. Elite Glass-Seal & Glass-Seal
4 Nail Pattern (Non-HVHZ only)
Figure 2. Elite Glass-Seal & Glass-Seal
6 Nail Pattern
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TBP15001.4 FL18355-R4 Page 4 of 11 Page 4 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Heritage®
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
&
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
&
Heritage® Woodgate
(Dallas & Frederick)
Basic Wind Speed (Vult): Max. 194 mph
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 5-5/8 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.
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
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TBP15001.4 FL18355-R4 Page 5 of 11 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Figure 5. Heritage® Woodgate
6 Nail Pattern
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
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
A CREEK
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TBP15001.4 FL18355-R4 Page 6 of 11 Page 6 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Heritage® Premium
(Frederick)
Basic Wind Speed (Vult): Max. 194 mph
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.
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
A CREEK
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TBP15001.4 FL18355-R4 Page 7 of 11 Page 7 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Heritage® Woodgate
(Frederick)
Basic Wind Speed (Vult): Max. 194 mph
Basic Wind Speed (Vasd): 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.
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
A CREEK
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TBP15001.4 FL18355-R4 Page 8 of 11 Page 8 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Heritage® Vintage®
(Phillipsburg)
Basic Wind Speed (Vult): Max. 194 mph
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 “5 Nail
Pattern” or “6 Nail Pattern” detailed below.
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage®
6 Nail Pattern
A CREEK
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TBP15001.4 FL18355-R4 Page 9 of 11 Page 9 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Hip & Ridge
(Frederick & Joplin)
Basic Wind Speed (Vult): Max. 194 mph
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.
Figure 14. Hip & Ridge (Frederick & Joplin)
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TBP15001.4 FL18355-R4 Page 10 of 11 Page 10 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 a re not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Vintage® Hip & Ridge
(Phillipsburg)
Basic Wind Speed (Vult): Max. 194 mph
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.
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
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TBP15001.4 FL18355-R4 Page 11 of 11 Page 11 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.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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, an d 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
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