HomeMy WebLinkAboutEVALUATION REPORTSCANNED Certificate of Authorization No. 29824
L
CREEK B u 17520 Edinburgh Dr
St. ucia(Gounb/ Tampa, FL33647
TECHNICAL SERVICES, LLC (813) 480-3421
ALUATION REPORT
ufacturer:
Plants
lity Assurance:
FLORIDA BUILDING CODE, 6T" EDITION (2017)
TAMKO BUILDING PRODUCTS
Issued September25, 2017
220 West 4`n Street
Joplin, MO 64801
(417) 624-6644
RECEIVED
Joplin, MO
Phillipsburg, KS
Frederick, MD
AUG 0 6 2018,
Dallas, TX
Tuscaloosa, AL
ST. Lucle County, Parmitting
UL LLC (QUA9625)
COPY
FILE
C '
Subcategory:
C dde
ZPrI
R
egory: Roofing
Asphalt Shingles
Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
perties: Physical properties, Wind Resistance, Wind Driven Rain
FERENCES
E "ti
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
PF Construction Materials Technologies (TST5878)
TAP-114-02-01
TAS 100
1995
PF I Construction Materials Technologies (TST5878)
TAP-117-02-01
TAS 100
1995
PFI Construction Materials Technologies (TST5878)
TAP-130-02-01
TAS 100
1995
PF I Construction Materials Technologies (TST5878)
TAP-131-02-01
TAS 100
1995
PF I Construction Materials Technologies (TST5878)
TAP-165-02-01
TAS 100
1995
PF I Construction Materials Technologies (TST5878)
TAP-280-02-01
TAS 100
1995
PF I Construction Materials Technologies (TST5878)
TAP-303-02-01
TAS 100
1995
P I Construction Materials Technologies (TST5878)
TAP-307-02-01
TAS 100
1995
P I Construction Materials Technologies (TST5878)
TAP-314-02-01 Rev 2
TAS 100
1995
P I Construction Materials Technologies (TST5878)
TAP-315-02-01
ASTM D 6381
2008(2013)e1
P I Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995
Ul LLC (TST9628)
02NK9507
ASTM D 3161
2016
UlLLC (TST9628)
04NK24366
ASTM D 3462
2010A
Ut LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
U I LLC (TST9628)
06NK03898
ASTM D 3161
2016
ASTM D 3462
2010A
U 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
U� LLC (TST9628)
11 NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
LlLLC (TST9628)
12CA24551
ASTM D 3161
2016
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
U�i LLC (TST9628)
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
C i EEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
T4 15001.4
FL18355-R4
Page 1 of 11
T��s evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
T Fhnical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
Tfi s evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
spocificaliv addressed herein.
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 only. I
Heritage® 13-1/4" x 39-3/8°, ASTM, D 3161, Class F and ASTM D 7158, Class H fiberglIss
(Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral gran''les
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, 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. I'
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 bot
specifically addressed herein.
(F
T
G
(f
CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
tC-111W_VIINll,
to Glass -Seal®
Basic Wind Speed (V it):
Bderick, Joplin &
Basic Wind Speed (Vasd):
;caloosa)
Deck (HVHZ):
iss-Seal
aderick, Joplin (Non-
HZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Area
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.
Mate
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
But Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
7fn
5-1 /8"
6-718"
5.1/8"
15001.4 FL18355-R4 Page 3 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
ifically addressed herein.
c
CREEK
TECHNICAL SERVICES, LLC
Heritage®
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage® Woodgate
(Dallas & Frederick)
�r
Basic Wind Speed (V„„):
Basic Wind Speed (Vmd)
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. 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 insta��ing
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 ZONE
COMMON
BOND
EXPOSURE 5-618"
1 " h-- 12-1 /211 12-3/811 12-1 /2 "-►I �11-1 "
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
-7-1-/BOND
EXPOSURE 3-5/8"
i=-►I �4-7-1/2'i�-7-1/2"-i�- i�/8"-�-7-112"-►h-7-1/2"� �1"
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 416f 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.
TBP1
This E
This
CREEK
TECHNICAL SERVICES, LLC
Figure 5. Heritage® Woodgate
6 Nail Pattern
TAMKO BUILDING PRODUCTS
Asphalt Shingles
M.Common Bond
8M/8" .1 1 _
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
.4 FL18355-R4 Page 5 of 11
ation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
ation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
t addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Wit):
(Frederick) Basic Wind Speed Msd):
Deck (HVHZ):
TBP15001.4
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
51
III
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.. ! l;
Installed with 5 in. exposure in accordance with RASA I415
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below. � 1'
Installed with 5 in. exposure in accordance with j 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/
COMMON BOND
E 511
.L-I 1 1 I 1 I l I�
11"� I — 1111—►�--- 1211 ^►�— 1111 ---- � I , ck_ 111
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERSFS,,__., COMMON BOND
=20 V
T51/211 SURE 5°
E111
-Ll
91/211 I�1u
I�
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
FL18355-R4
of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notifylCREI
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this reportl is val
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that 'are r
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
0 TECHNICAL
SERVICES, LLC
II
Heritage® Woodgate
Basic Wind Speed (Vuit): 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.
NAIL ZONE/
COMMON BOND
FASTENERS 14
EXPOSURE V'
jL
�-1;1
Figure 10. Heritage®Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZON V
COMMON BONA
FASTENERS
t
T
EXPOSURE 5"
1 °
9-1/2"9�318"-�►�3 9.112" —1111� �111-1 n
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
TBP15001 4
171-18355-134 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 ervices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evalu gtion report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically $ddressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (VLic):
(Phillipsburg) Basic Wind Speed Nod):
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. 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 i5 Nail
Pattern" or "6 Nail Pattern" detailed below. i
xPo5ure
Notch
Figure 12. Heritage® Vintage®
6 Nail Pattern (non-HVHZ only)
FXP=R
.. Nttrd�
Tj
rwr«
fe
141M'
Figure 13. Heritage® Vintage°
6 Nail Pattern
17-11r
TBP15001.4 FL18355-R4 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 are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
& Ridge
derick & Joplin)
TBP1500-11.4
Basic Wind Speed (V„it): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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
11
exposure
Figure 1
Fastener
Figure 2
a- va eapvsure
Figure 14. Hip & Ridge (Frederick & Joplin)
FL18355-R4
Page 9 of 11
This eval' ation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical 1pervices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evalu tion report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
soecificaliV addressed herein.
I
CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (V,,,t): 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 front I; the
prevailing wind.
Dirm loin of prevailing wind
Start 5" exposure II'
Figure 1
% , r�
Fastener
r �5-1/2"
Figure 2 rlgure s
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
o-- exposure
I
i
TBP15001.4 FL18355-R4 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 {hat are not
specifically addressed herein. I ,
CREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
LI TATIONS
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.
Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60-ft or less.
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.
Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
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.
All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
CO QLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Cody 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
CR
this
under
Zachary
product.
TBP1500
,.��ul�u��iii
%`
%��� Z
.o�P R
•'�.�GENs�.��'j�
No 74021
:XZ
—A STATE OF :4/�
N Al ,; �%%%�
TION OF INDEPENDENCE
11:31:41
-04'00'
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
-echnical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
under this evaluation.
Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
evaluation.
Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
END OF REPORT
FL18355-R4
11 of 11
This evalq0tion report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical ervices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evald tion report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.