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FL #
FL18355-R5
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer TAMKO Building Products LLC
Address/Phone/Email PO Box 97
Galena, KS 66739
(417) 624-6644 Ext2305
kern eden@tamko.corri
Authorized Signature Kern Eden
kerri—eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext2305
kerri eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Comptiance Method Evaluation Report from a Fiarida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Zachary R. Priest
Evaluation Report
Florlda License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration pate 10/1812021
Validated By Locke Bowden P.E.
s Validation Checklist - Hardcopy Received
Certificate of Independence
FL' R5 COI TBP15001-5 2017 FBC Eval Rep= Shingles finaLprf
Referenced Standard and Year (of Standard) Standard
ASTM D 3161
ASTM D 3452
ASTMD D 7158
TAS 100
Equivalence of Product Standards
Certified By
Year
2016
201❑
2011
1995
Approved Testing Lab
FL183�quiv UL letter for 5tandands for FBC 2017.pdf
https://www.floridabuilding.org/prlpr app dtl.aspx?param--wGEVXQwtDquvosrHazGXQW83MPT3uofKkM i%2br3jwmC7g7d°/`2b7hEyTQ%3dc/o3d 112
419/2020
Florida Building Cade Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
02/11/2020
Date Validated
02/11/2020
Date Pending FBC Approval
02/16/2020
Date Approved
04/07/7020
Summary of Products
FL #
Model, Number or Dame
Description
18355.1
Elite Glass -Seal, Heritage, Heritage
ASTM D 3462 asphalt shingles and hip and ridge shingles
Premium, Heritage Woodgate,
Heritage Vintage, Hip and Ridge, and
Vintage Hip and RirlgeShingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL18355 P5 11 TBP15001.5 2017 EBC Eval Re 5 €ngles
final.pdf
Impact Resistant: N/A
Verified ay: Zachary R. Priest PE-74021
Design Pressure; N/A
Created by Independent Third Party. Yes
Other. See evaluation report for limits of use.
Evaluation Reports
FL18355 R5 AE TBP1 0 1.5 2017 FBC Ev l Report Shingg
:Inal•pc�f
Created by Independent Third Party: Yes
Sark Ne:=t
Conte u :: Z501 Blair Stone Road`allahassee FL 32399 Phone: 8513-087-1s24
The State of Honda is an AAIEEC employer Copyright 2007-2{]13 $late of Florida.:: Privacy statement :: Accessibility Statement :: Refund
Lir+der Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic
mail to this entity. Instead, Contact the office by phone or by traditional mail. IF you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1),
Florida Statutes, errertive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for of rrcial communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the pubic. To determine if you are a licensee under Chapter 455, F5., please click here .
Product Approval Accepts:
U W E:
Credit Card
Safe
https:/lwww.flo idabuilding.orglprlpr_app_db.aspx?oaram=arGEVXQwtDquvosrHazGXQW83MPT3uofKkMIPIo2hr3jwmC7g7d%2b7hEyTQ%3d%3d 2/2
Certificate of Authorization No. 29$24
CREEK 17520 Edinburgh Or
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT
FLOwnA 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
Eutubt
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP-043-02-01
TAS 100
1995
PRE Gonstruction Materials Technologies (TST5878)
TAP-051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-05"2-01
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
TAS100
1995
PRI Construction Materials Technnfogies (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 7458
2011
UL LLG (TST9628)
06NK038%
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 0 3462
2010A
UL LLC (TST9628)
IOCA50498
ASTM D 3462
2010A
UL LLC (TST9628)
10CA64882
ASTM D 3161
2016
UL LLC (TST9628)
11 NK14014
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 ❑ 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
TSP15001.5
FL18355-R5
Page 1 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.
CREEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal@
(Frederick & Joplin)
Heritage@
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick &
Phillipsburg)
Heritage@ Vintage@
(Phillipsburg)
Heritage@ Woodgate
(Dallas & Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage@ Hip and Ridge
(Phillipsburg)
TBP15pa1.5
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
12-114" 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.
13-114" x 39-318", ASTM D 3161,
reinforced, laminated architectural
complying with ASTM D 3462.
13-114" x 39-318", ASTM D 3161,
reinforced, laminated architectural
complying with ASTM 133462.
Class F and ASTM D 7158, Class H fiberglass
asphalt shingle surfaced with mineral granules
Class F and ASTM D 7158, Class H fiberglass
asphalt shingle surfaced with mineral granules
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.
13-114" 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.
12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
FL18355-R5
2 of 10
This evaluation report is provided for State of Fforida product approval under Rule 61G26-3. 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 rather product attributes that are riot
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite. Glass -Seal® (Frederick & Joplin)
Basic Wind Speed (V,�t): Max. 194 mph
Basic Wind Speed (Vssd): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19132 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. 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:
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 5-118 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 5-118-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'. — t 3 2'
t
0�' _
cc
ua �
Figure 9. Elite Glass -Seal
4 Nail Pattern (Nan-HVHZ only)
9' - 10-1/2"
No
c4 }
5.118"
co Exposure
LO
36"
Figure 2. Elite Glass -Seal
6 Nail Pattern
TSP 15001.5 FL18355-R5
YNail Zone
J Nail Zone
Mmi MIN]
This evaluation report is provided for State of Flanda product approval under Rule 61G2D-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
� TECHNICAL SERVICES, LLC
Heritage® (Dallas, Frederick, ,Joplin, Phillipsburg & Tuscaloosa)
Heritage® Premium (Frederick & Phillipsburg)
Heritage@ Woodgate (Dallas & Frederick)
Basic Wind Speed (V„1c): Max. 194 mph
Basic Wind Speed (V�d): Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed ruin. 19132 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. 15132 in- wood plank or min. 7116 In. CSB
for new construction; Min. 3/8 in. plywood or min. 7116 in. ❑SB 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 5-518 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 5-518 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.
1 1;- 7"_ 1
—Nail Line
30-3/8°
Figure 3. Heritage® & Heritage@ Premium
4 Nail Pattern (non-HVHZ only)
�14—*_..- — — —�-----------•---.—•-- —Nail Line
Exposure
� 1
t
Figure 4. Heritage@ & Heritage@ Premium
6 Nail Pattern
TBP15001.5 FL18355-R5 Page 4 ❑f 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.
'W CREEK
TECHNICAL SEIRVICES, LLC
TAMKC BUILDING PRODUCTS LLC
Asphalt Shingles
12-1/2"�r-12-3/8" -- 12_112"�-V—
rh
TI
Exposure
f
3g-3/8"
Figure S. Heritage® Woodgate
4 Nail Pattern (non-HVHZ only)
—Nail Line
I�u2•� �7.3j8"� S-1 J2°�I
,
—Nail Line
�
us Elxposure
1
35.3./8" I
Figure 6. Heritage® Woodgate
6 Nail Pattern
Common Bond
I FASTENERS
T p
is � ao
v1 0
i7 j tD
w �
= 39-318" —
Figure 7. HeritageO, Heritage] Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattem
TBP15001.5 FL18355-R5 Page 5 of,0
This evaivation 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
7,1 12-1/2" �i + — 12-3/8 = •-
Preferred Fastener Locations
tr
----------------------'- ---------------------
}
39-3J8"
TAMK4 BUILDING PRODUCTS LLC
Asphalt Shingles
12-112" - 1"—
Pafnt Line
______ _-- ` _ J Nail Zone
T Edge of
�r5J8' Common
Exposure Bond
Acceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
0- --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 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.
_.,fv CREEK
LM TECHNICAL SERVICES, LLC
Heritage@ Vintage@ (Phillipsburg)
Basic Wind Speed (Vjt):
Basic Wind Speed (Vag)-
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
s-
TAMKO BUILDING PRODUCTS LLC
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. 15132
in. plywood existing construction.
In accordance with FBC requirements;
Solidly sheathed min. 318 in. plywood, min. 15132 in. wood plank or min, 7116 in, OSB
for new construction; Min. 3/8 in. plywood or min. 7/16 in. OSB for 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
Pattem" or "6 Nail Pattern" detailed below.
C --l0- -�
Figure 9. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
Figure 10. Heritage@ Vintage
6 Nail Pattern
cpvsue
notch
TBP15001.5 FL18355-R5 Page 7 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.
CREEK
T1;CHNICAL SERVICES. LLC
Hip &. Ridge (Frederick & Joplin)
Basic Wind Speed (V„a)= Max. 194 mph
Basic Wind Speed (V.sd): Max. 150 mph
TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132
in. plywood existing construction.
Deck (Nan-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 318 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:
2:12 and in accordance with FBC requirements.
Installation:
Installed with 5-118 inch exposure in accordance with the FBG and manufacturer's
published installation instructions. The direction of the exposed end shall be away from
the prevailing wind.
Direction prevailing wind
Start
57118" exposure
Figure 1
Fastener
Figure 2
Figure 11. Hip & Ridge
-+�Q exposure
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.
TAMKO BUILDING PRODUCTS LLC
CREEKAsphalt Shingles
TEr-HNICAL. SERVICES, LLC
VintageO� Flip & Ridge (Phillipsburg)
Basic Wind Speed (Vot): Max. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVHZ), In accordance with FBC requirements;
Solidly sheathed min. 19132 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. 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 F13C 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
Start
here--
5" exposure
Figure 1
1"
F �' Fastener
r L5-112"
Figure 2
J exposure
� i Fastener
r ' 5-1/2"
IN, 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.
O TANIKO BUILDING EEKPRODUCTS LLC
(T� Asphalt Shingles
TECHNICAL SERVICES, LLC
WiTATtoms
1 j 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 Eta-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, 5"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
2020.02.10
•��C•1=•(Vs� s,.� —17.16:22
No 74021
� y
* * *-05I00I
Q�.• STATE of ::w
Zachary R. Priest, P.E.
'•'C' p?.••' Florida Registration No. 74021
'ram 'SS • R 1 • �'`. Organization No. ANE11669
0NA� rrrr
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.
TEND OF REPORT
TBP15001.5 FL18355-R5 Page 10 of 10
This evaluation report is provided for State of Florida product approval under Rule 61020,3. 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.