HomeMy WebLinkAboutEVALUATION REPORT 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: TAMKO BUILDING PRODUCTS LLC Issued February 10, 2020
198 Four States Drive
Galena, KS 66739-0097
(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 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(ANE11669) TBP15001.3 Calculations 2017
TBP15001.5 FL18355-R5 Page 1 of 10
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 LLC
Asphalt 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
ceramic granules complying with ASTM D 3462.
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
(Frederick& reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg) 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.
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.
TBP15001.5 FL18355-R5 Page 2 of 10
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 LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal®(Frederick &Joplin)
Basic Wind Speed (V it): 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. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for 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.
12" 12" 12"�I
ylll
N t :-.:.-. -:..-..—.. .:.-...—:.—...— -. .......................................................- - Nail Zone
— ....... .......
N + f
1 � 51/8"
�I `n Exposure
i f
36"
Figure 1. Elite Glass-Seal
4 Nail Pattern (Non-HVHZ only)
�-13-1/2`— —13-1/2"�
~
t :-.:..-.:..-:..-:_. :..-.:..-:..-:_. :..-.:..-.:..-:.. :_ Nail Zone
— ........ ................... ..
N
r
5-1/8"
Q6 Exposure
36"
Figure 2. Elite Glass-Seal
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 3 of 10
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 LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®(Dallas, Frederick, Joplin, Phillipsburg &Tuscaloosa)
Heritage®Premium (Frederick & Phillipsburg)
Heritage®Woodgate (Dallas & Frederick)
Basic Wind Speed (V,,,t): 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. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for 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.
— 1l 12-1/2"-1- 12-3/811,1� 12-VZ2 11'I�
_ N�liui
_
- - - - - - - - - - - - - - - - - - - - - E
m + T
5-5/8"
Exposure
39-3/8"
Figure 3. Heritage®& Heritage® Premium
4 Nail Pattern (non-HVHZ only)
F
8-1/2"
a
} + —Nail Line
bo
5-5/8"
Exposure
39-3/8"
Figure 4. Heritage®& Heritage®Premium
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 4 of 10
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 LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
12-3/8"-I- 12-1/2"—I11I__
—Nail Line
50
Exposure
39-3/8"
Figure 5. Heritage®Woodgate
4 Nail Pattern (non-HVHZ only)
�_16' �16"�
�7-3/8"� �8-1/2"�I
1I I1I�
-------- —Nail Line
50
5 5/8"
Exposure
39-3/8"
Figure 6. Heritage®Woodgate
6 Nail Pattern
►I1";1';�12-1/2"�i • 12 1/2"�i1"i1'9�
i i i i i i
I . i i ii
I ® Common Bond
FASTENERS
C�
�c
Lr)Q
y Lu
1 39-3/6"
Figure 7. Heritage®, Heritage®Premium, & Heritage®Woodgate
Alternate 6 Nail Pattern
TBP15001.5 FL18355-R5 Page 5 of 10
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 LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
�I11I— 12-1/2`�1�12-3/8"�1� 12-1/2"�11—
Preferred Fastener Locations
Paint Line
- -- -- -- -- -- -- -- - - - - - - - - - - }Nail Zone
00 Edge of
r 5-5/8" Common
Elxpo wre Bond
1 � 1
39-3/8"
Acceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
Preferred Fastener Location
Figure 8. Heritage®(Tuscaloosa)
Expanded Nail Zone
TBP15001.5 FL18355-R5 Page 6 of 10
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 LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® (Phillipsburg)
Basic Wind Speed (V it): 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. 3/8 in. plywood, min. 15/32 in.wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for 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-
Y FJgimenk aposure
M is Z %xh
Ix
FasOengs hla it
one
— — — — — — — — — — — -
17-1 r2"
Exposure
9-1N'�l 9-V6'
�10-�a•� �10-�a•�
Figure 9. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
Exposure
Notch
JA
1lR NFY
7o11,
17-112`
S`
Figure 10. Heritage®Vintage°
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 7 of 10
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 LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip & Ridge (Frederick &Joplin)
Basic Wind Speed (VLit): 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. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min.7/16 in. OSB for 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 prevailing wind
5-1/8" exposure
I II
Start
Figure 1 here 5-1/8" exposure
j, 1
Sala
I�I
Fastener
Fastener
Figure 2 �� Figure 3
1/4"
Figure 11. Hip & Ridge
TBP15001.5 FL18355-R5 Page 8 of 10
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 LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge (Phillipsburg)
Basic Wind Speed (V it): 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. 3/8 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for 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 prevailing wind
hStart
5" exposure
ti I�
I II
Start
here 5" exposure
Figure 1
1"
` Fastener r Fastener
r -5-1/2" r -5-1/2"
Figure 2 1/411 Figure 3
Figure 12. Vintage® Hip & Ridge
TBP15001.5 FL18355-R5 Page 9 of 10
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 LLC
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, 6th Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer.
%%%%���aY"R �--, 2 0 2 0.0 2.10
EN • s '' 17:16:22
No 74021 g ,__d by
* = -05'00'
�13 STATE OF
p •, lV Zachary R. Priest, P.E.
���'��•:c< O R �pQ:••��,�� 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
TBP15001.5 FL18355-R5 Page 10 of 10
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.