HomeMy WebLinkAboutTamko Asphalt Shingle PACertificate of Authorization No. 29824
CREEK 17520 Edinburgh Dr
Tampa, FL 33647
TF-cHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT
FLomDA BuiLviNG Com, C EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS LLC
Issued February 10, 2020
198 Four States Drive
Galena, KS 66739-0097
(417) 624-66"
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederic*, 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
_Enfttv
Rgport No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -043-02-01
TAS 100
1995
PRI Construction Materials Technologies (T$T5878)
TAP -061-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -054-02-01
TAS 100
1995
PRI Construction Materials Technologies (T ST5878)
TAP -11402-01
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)91
PRI T—h—IVi— <T%TC-0701
TAP -317-02-01
TAS 100
I eoi`i
UL LLC (TST9628)
02NK9507
ASTM D 3161
2016
UL LLC (TST9628)
04NK24366
ASTM 0 3462
2010A
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM 0 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)
IOCA50498
ASTM D 3462
2010A
UL LLC (TST9628)
IOCA64882
ASTM D 3161
2016
UL LLC (TST9628)
IINK14014
ASTM 0 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 (ANEI 1669)
TSP15001.3
Calculations
2017
TBP15001.5
FLI8355-R5
Page i of 10
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shell 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.
SCREEK
Tr-cHmicAL -SF-Rvjcr=s, LLC
PRoDucT DESCRIPTION
Elite Glass -Seal@
(Frederick & Joplin)
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick &
Phillipsburg)
Heritage@ Vintage@
(Phillipsburg)
HeritageO Woodgate
(Dallas & Frederick)
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
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.
-13-1114" x 39-3/8", ASTIM 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, ,
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.
17-112" 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.
13-1/4" x 39-318", 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.
Hip and Ridge Shingles 12-114" 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,
VintageO 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 FLI$355-R5 Page 2 of 10
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 LLC
CREEK Asphalt Shingles
I TF-cHNICAL SERvicEs, LLC
INSTALLATION
Elite Glass -Sea[@ (Frederick & Joplin)
Basic Wind Speed (Vij), Max. 194 mph
Basic Wind Speed (Vasa): Max. 150mph
Deck (HVHZ):
In accordance with FBG 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. 318 in. plywood, min. 15132 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,
Figure 1. Elite Glass -Seat
4 Nail Pattern (Non-HVHZ only)
Figure 2. Elite Glass -Seal
6 Nail Pattern
Nail Zon.e
Nail Zone
TBP15001.5 FL18355-R5 Page 3 of 10
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.
TAIVIKO BUILDING PRODUCTS LLC
Z 1" 212 -t" Asphalt Shingles
TE:CHNICALSERV-10ES, LLC
KerftageO4Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa)
Heritage'& Premium (Frederick & Phillipsburg)
Herltage@ Woodgate (Dallas & Frederick)
Basic Wind Speed (Vlt): Max, 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ):
In accordance with FBG 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 FBG requirements;
Solidly sheathed min. 318 in. plywood, min. 15132 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 318 in. plywood or min. 7116 in. OSB for existing construction.
Undedayment:
In accordance with FBG requirements.
Min. slope:
2:12 and in accordance with FBG requirements. Refer to the manufacturers
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 manufacturers
published installation instructions. Shingles shall be attached using T Nail Pattern'
detailed below.
Installation (Non-HVHZ):
Installed With 5-5/8 in. exposure in accordance with FBG requirements and
manufacturer's published Installation instructions. Shingles shall be attached using
either "4 Nail Pattern" or "6 Nail Pattern" detailed below,
da T
> I ----------------- 5-5/9t
61 F� Exposure
1 39-!S'
Figure 3. Heritage@ & Heritage@ Premium
4 Nail Pattern (non-HVHZ only)
f
Figure 4.
& Premium
169fiHeritage@
v1 tern
Line
TBP15001.5 - ------ - . FL18355-R5 Page 4 of 10
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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.
TECHNICAL SEPWICES, LLC
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
------- ---------------- Nail Line
+
Ulm
F
Figure 5. Heritageg Woodgate
4 Nail Pattern (non-HVHZ only)
---------- —Nail Une
M
p'lrc_
39-3/1F
Figure 6. HeiritageO Woodgate
6 Nail Pattern
FASTENERS
Ft1Uj
M Common Bond
Figure 7. Heritage@, Herltage@ Premium, & Heritage@) Woodgate
Alternate 6 Nail Pattern
TBP15001Z FL18355-R5 Page 5 of 10
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag 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 LLC
Asphalt Shingles
Preferred Fastener Locations
Paint Line
----------- N ------------ — —Ne,allZon
— ------ 0
Ed of
2-5 coronion
E, po';'. re Bond
39.31/8'
4cceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
00' -`Preferred Fastener Location
Figure 8. Heritage@ (Tuscaloosa)
Expanded Nall Zone
TBP15001.5 FL18355-R5 Page 6 of 10
This evaluation report is provided for State of Florida product approval under Rule 61 G20-1 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 LLC
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
HeritageO Vintage® (Phillipsburg)
Basic Wind Speed (Vg): 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. 7116 in, 0SI3 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 T Nail Pattern" detailed below.
Figure 9. HerltageO VintageV
5 Nail Pattern (non-HVHZ only)
��Fa
Pbfzb
Figure 10. Heritage@ Vintage
6 Nail Pattern
TBP15001.5 FL1835-5,-R-5 Page 7 of 10
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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
TF-cHmCAL SF-RvicEs, LLC
Hip & Ridge (Frederick & Joplin)
Basic Wind Speed (V„ it): Max. 194 mph
Basic Wind Speed (Vasd): Max. 150 mph
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for new construction', Min. 15132
in. plywood existing construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 318 in. plywood, min. 15/32 in. wood plank or min. 7/16 in. OSB
for new construction; Min. 318 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 of prevailing wind
i
Start exposure
here -
Figure I
zu�
$1 1 it $-, --1, 1 111
Y Is -,- " 1)
VA
Fastener
astener
Figure 2 Figure 3
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 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.
Vintage® Hip & Ridge (Phillipsburg)
Basic Wind Speed (V,&): Max. 194 mph
Basic Wind Speed (Vend): Max. 150 mph
TAMKO BUILDING PRODUCTS LLC
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. 3/8 in. plywood, min. 15132 in. wood plank or min. 7116 in. OSB
for new construction; Min. 318 in, plywood or min. 7116 in. OSB for existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 212 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_
'& - 0 is * X . #
99ME=
Figure 2
Start
Figure i here 5" exposure
Fastener
5-1/211
Figure 12, Vintage@ Hip & Ridge
ARULM
TSP150015 FL18355-R5 Page 9 of 10
This evaluation report is provided for state of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREEK
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 LLC
CREEK Asphalt Shingles
d
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 starring 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 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, e Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
R
C'.
No 74021
-0
STATE OF
Al
R
.1 -Ielf'F
CERTIFICATION OF INDEPENDENCE
2020.02.10
17:160-22
-05001
Zachary R. Priest, P.E.
Florida Registration No- 74021
Organization No. ANE11669
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 1G of 10
This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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.