HomeMy WebLinkAboutEVALUATION REPORT - ASPHALT SHINGLESCREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturing Plants:
I
Quality Assurance:
TAMKO BUILDING PRODUCTS
220 West 4"' Street
Joplin, MO 64801
(417) 624-6644
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
UL LLC (QUA9625)
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, C EDITION (2017)
SCOPE
i
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
Issued September 25, 2017
SCANNED
BY
sk Lucie county
^
Enti
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
JUL 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)
10CA50498
ASTM D 3462
2010A
UL LLC (TST9628)
I OCA64882
ASTM D 3161
2016
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2016
11L
12CA24551
ASTM D 3462
ASTM D 3161
2010A
2016
LLC (TST9628)
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
I
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services
LLC (ANE11669)
TBP15001.3
Calculations
2017
�BP15001.4
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.
x ^'` CREEK TAMKO BUILDING PRODUCTS
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
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 oniv.
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.
uscaloosa)
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,
(�hillipsburg) 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
(Pallas & 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.
VintageG 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.
T,
CREEK
TECHNICAL SERVICES, LLC
lite Glass -Seal®
Basic Wind Speed (Vu,t):
rederick, Joplin &
Basic Wind Speed (Vasd):
uscaloosa)
Deck (HVHZj:
lass-Seal
=rederick, Joplin (Non=
VHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Nailing
Arm
Nailing
Area
TAMKO BUILDING PRODUCTS.
' Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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.
Installed with 5-1/84nch 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.
But# Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
_7ff
5-118"
4/811
i-1 /8"
P15001.4 FL18355-R4 Page 3 of 11
s evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
:hnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
s evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
�cifically addressed herein.,
CREEK.,
TECHNICAL SERVICES, LLC
ritage® Basic Wind Speed (V„,,): Max. 194 mph
alias, Frederick, Joplin, : 'Basic Wind Speed (Vasd): Max. 150 mph
illipsburg.& Tuscaloosa)
Deck (HVHZ):
ritage® Premium
alias, Frederick
illipsburg & Tuscaloosa)
Deck (Non-HVHZ):
ritage® Woodgate
alias & Frederick)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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. =
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.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer'to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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.
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
Pattem" or "6 Nail Pattern" detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
6-118"I I 1 1 1 I I EXPOSLI RE 5-6/81,
5001.4
12-1/211.-►-12-3/811-►�- 12-1/2"--►I 1"
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail -Pattern (non-HVHZ only)
NAIL ZONE
COMMON,
BOND
IE 5-5/81,
i =-►I ��-1/2'�F 7=1/2"� 7�l8"� 7-i/2"�7-1/2'"-►I h-1"
Figure 4, . Heritage® & Heritage® Premium
6 Nail Pattern
FL18355-R4
4of11
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
ifically addressed herein.
CREEK
TECHNICAL SERv10Es, LLC
i
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE/
COMMON BOND
T T-
6-1/$" ExPOSURE 5 SM"
VL4�7-1 /2 +7-1/2 *14-7-=+ ' /217-1/2A�
Figure 5. Heritage@ Woodgate
6 Nail Pattern
9 Common Bond
i
- - 39-3/8"
Figure 6.• Heritage@, Heritage® Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattern
L ZONE.
ACCEPTABLE
FASTENER LOCATION
D'O.NOT FASTEN
`ALONGiEDGE OF
COMMON BOND
PREFERRED
FASTENER
LOCATION
Figure 7. HeritageO (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
.4
FL18355-R4
5of11
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes.that are not
ifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
:ritage® Premium Basic Wind Speed (V„tt):
rederick) Basic Wind Speed (Va,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
' TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph.
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.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. 0S13 existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
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.
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 ZONEf
'COMMON BOND
�I 1 � 1 l t I l 1 �►
11 If 1211 11 if
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
51/2°
1 11"1111
Figure 9.
511
NAIL ZONE/
COMMON BOND
IT I
EP0
SURE 5'
9n— I' 91121I4-10
Heritage@ Premium (Frederick)
6 Nail Pattern
15001.4 FL18355-R4 Page 6 of 11
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
fically addressed herein. - .
CREEK
TECHNICAL SERVICES, LLC
16001.4
TAmKO BUILDING PRODUCTS
Asphalt Shingles
Woodgate Basic Wind Speed (Vun): Max. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15132 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
5-112r' EXPOSURES
1'LA it 1412-318►r�--�1-- 1191 — 1"
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
fit
5.1/2" EXPOSURE5°
1"� � 9-1/2"�3'�9.3/8"�•3'II►I!F 9-112" � �1"
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
18355-R4
NAIL ZONE!
COMMON BOND
7of11
evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
ficaliv addressed herein.
CREEK
TECHNICAL SERVICES, LLC
.4
Vintage® Basic Wind Speed (V„n): Max. 194 mph
TAMKO BUILDING PRODUCTS
Asphalt Shingles
g) 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.
=tames --� • f •---ta�nr--�{
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage® Vintage®
6 Nail Pattern
FL18355-R4
kposure
Notch
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
& Ridge
derick & Joplin)
Basic Wind Speed (V„it): Max. 194 mph
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.
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
rnl
571/8" exposure
Figure 1
a' imp
J. Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
exposure
P15001.4 FL18355-R4 Page 9 of 11
s evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
,hnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
s evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
?cifically addressed herein.
TAMKO BUILDING PRODUCTS
R CREEK 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
exposure
Figure 1
•�'T Fastener
r`5-112"
Figure 2
U._ exposure
rigure o
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
5001.4 FL18355-R4
10 of 11
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
ificaliv addressed herein.
CREEK
TECHNICAL SERVICES, LLC .
TAMKO BUILDING PRODUCTS
Asphalt Shingles
.IMITATIONS
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.
:OMPLIANCE STATEMENT
'he products evaluated herein by Zachary R. "Priest, P.E. have demonstrated compliance with the Florida Building
:ode, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
, 2017.09.25
No 74021 * : 11:31:41, .
OIyYy A..b�+M1 LFYr
-0400'
�-:0 STATE OF. : 44/
i�i0�• ;c� 0 P,.�=�:' Zachary R. Priest, P.E.
� • 0 R t N , Florida Registration No. 74021
Organization No. ANE11669
'ERTIFICATION OF INDEPENDENCE .
REEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
roducts under this evaluation.
REEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
its evaluation.
achary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
rider this evaluation.
achary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
15001.4
END OF REPORT
18355-R4
11 of 11
evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
nical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
ifically addressed herein.