HomeMy WebLinkAboutEVALUATION REPORTI30&:5
CREEK
TECHNICAL SERVICES,
EVALUATION REPORT
Certificare of Authorization No. 29824
-SCAN FE) 17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, a EDITION (2017)
Manufacturer: TAMKO, BUILDING PRODUCTS
Issued September25, 2017
220 West 0' Street' .
Joplin, MO 64801
(417) 624-6644
-
RECEIVED
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD'
MAR 21 2018
Dallas, TX
Tuscaloosa, AL
ST. Lucle county,
ky, Parmlttln�
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
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
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)
1OCA50498
ASTM D 3462
2010A
UL LLC (TST9628)
1OCA64882
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
TBP15001.4
F08355-R4 j
Page 1 of 11
This evaluation report is provided for State of Florida prodb6tappf6vaWYeer
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.
GD ljTAMKO BUILDING PRODUCES
jZ K Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION'
136",
Elite Glass -Seal®
12-1/4" 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.
136",
Glass -Seal
12-1/4" 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" x136", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin)
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage®
13-1 /4" x 139-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral- granules
Joplin, Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, I laminated architectural asphalt shingle surfaced with mineral 'granules
Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
I
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 401, 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 39t3/8", 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",I 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", ASTIM 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#oduct 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.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Nailing
Area
Nailing
Area
TBP 15001.4
Basic Wind Speed (V,
Basic Wind Speed (V,
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ)
Installation (
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 5-1/8-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
6-7ff
5-118"
Butt Edge
Figure 1 I Elite Glass -Seal & Glass -Seal
4 Nail jPattern (Non-HVHZ only)
NAILS
1 % !I 1\ \ It
----- ------------------- ------ --....... -......... -..... --------- -------- -.......
--
5-1l8"
I
I
Brut# Edge
Figurel2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
FL18355-R4 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 are not
specifically addressed herein. i
CREI-
TECHNICAL SERVICES,
Heritage®
Basic Wind Speed (Vuit):
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vasd):
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
&
Woodgate
IHeritage®
(Dallas & Frederick)
Underlayment:
Min. slope:
I
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. 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
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
6-118"I I l 1 l I EXPOSURE 6-6/8"
1 " �11-- 12-112" ' 12-31811 12-112'"► �-1 "
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4lNail Pattern (non-HVHZ only)
1'=►I f t-7-1/2"-�4- 7-11
Figure
TBP 15001.4
This evaluation report is provided for State of Flori
Technical Services, LLC of any product changes c
This evaluation report does not express nor imply
specifically addressed herein.
FASTENERS NAIL ZONE
L/COMMON
� BOND
EXPOSURE 6-6/8"
►h- 7-3/8"-+- 7-1 /2"-►*-7-1/2`
Heritage® & Heritage® Premium
6 Nail Pattern
FL18355-R4
Page 4 of 11
a product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
quality assurance changes throughout the duration for which this report is valid.
iarranty, installation, recommended use, or other product attributes that are not
CREEK
TECHNICAL SERVICES, LLC
11 + F. 4 . 5l
Figure 5 Heritage@ Woodgate
6 Nail Pattern
12-11
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Gommon Bond•
' 'iF. STENERS i 3
T 1
o6.
1' -
m' L�
N, T
Figure 6. Heritage®, Heritage®•Premium, & Heritage® Wood gate
,Alternate 6 Nail Pattern
?I;1INT ,. .._...
ONE
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, ana 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-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, hot express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
R C EEK
TECHNICAL SERVICES, I LC
Heritage® Premium Basic Wind Speed (V„ it):
(Frederick) Basic V+ ind Speed (Vasd):
Deck (HVHZ):
Deck ( on-HVHZ):
Underlayment:
Min. slope:
.I
Installation (HVHZ):
Installation (Non-HVHZ):
TBP15001.4
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 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 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
51I 1EXPOSURE
LI
1111 1 1211 --►�--11 ��-� �1
FigU le 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
1 °� �--91h
Fig
FASTENERS
NAIL ZONE/
'COMMON BOND
511
NAIL ZONE/
/COMMON BOND
0 0'. 1
EXPOSURE 5"
*.— 911—+3 91/21 I*--1 "
9. Heritage® Premium (Frederick)
6 Nail Pattern
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.
CREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Heritage® Woodgate Basic Wind Speed (V„ij): Max. 194 mph
(Frederick) 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.
5-1J2" '
Figure 10. H
4 Nail
Figure 11.
TBP 15001.4
This evaluation report is provided for State of Flc
Technical Services, LLC of any product changes
This evaluation report does not express nor impl
specifically addressed herein.
NAIL ZONE/
'COMMON BOND
r IT
EXPOSURE Y
le® Woodgate (Frederick)
rn (non-HVHZ only)
ZONE
MON BOND
EEXPOSUR2"
tage® Woodgate (Frederick)
6 Nail Pattern
FL18355-R4 Page 7 of 11
Ja product approval under Rule 61G20-3. The manufacturer shall notify CREEK
r quality assurance changes throughout the duration for which this report is valid.
warranty, installation, recommended use, or other product -attributes that are not
CREEK
TECHNICAL SERVICES, i LC
Heritage® Vintage® Basic Wind Speed (Vuit):
(Phillipsburg) Basic Wind Speed (Vwd):
Deck (HVHZ):
Deck (Non-HVHZ):
I
Underlayment:
Min. slope:
Installatio (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. 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 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 "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
H� Fx poSyre
Notch
6 I Fwteners
�+—ta�a•� I �+—ta�a•—�
Figure 12. Heritage® Vintage®
5lNail Pattern (non-HVHZ only)
T
Ir
Figure 13. Heritage® Vintage°
1 6 Nail Pattern
17 tn"
re
vary
TBP15601.4 i 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 o�l 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
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V
(Frederick & Joplin) Basic Wind Speed (V
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
Direction of
rn1
5-1/81,
m
Figure 2
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.
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.
wind
ure 1
Figure 14. Hip & Ridge (Frederick & Joplin)
exposure
TBP15001.4 i 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 i arranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCtiS .
Asphalt Shingles
TECHNICAL SERVICES, i LC
Vintage® Hip & Ridge Basic Wind Speed (Vuit): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph
Deck (HHZ): 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.
V
A
rnl
prevailing wind
Figure 2 I
Figure 15,
Figure 1
rr
e
;__ exposure
1"
-1/2"
Figure 3
Vintage® Hip & Ridge (Phillipsburg)
TBP15001.4 I 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.
n CREEK I TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope o this evaluation.
2) The roof deck and the roof deck attachme t 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 ei, posure 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 i leave 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
R„P
;CENs'.Fs,- �. 2017.09.25
No 74021 •' = 11:31:41
* : : *
-04'00'
STATE OF U✓�
%.C�' O P: •�_��� Zachary R. Priest, P.E.
�i�s •'• R, • �� Florida Registration No. 74021
�,i 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,la financial interest in any other entity involved in the approval process of the
product.
TBP15001.4
END OF REPORT
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.