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.: Product Approval
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Product Rayroy a p��uct Qr An � on List Appklcatian Detail
R
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.com
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 Fianda Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the 7achary R. Priest
Evaluation Report
Florlda License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration pate 1 0/1 812 02 1
Validated By Locke Bowden P.E.
s Validation Checklist-Hardcopy Received
Certificate of Independence FL' R5 COI TBP15001-5 2017 FBC Eval Re=Shingles final.prf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3452 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By
Approved Testing Lab
FL183�quiv UL letter for 5tandards for FBC 2017.pdf
https://www.floridabuilding.org/prlpr app dtl.aspx?param--wGEVXQwtDquvosrHazGXQW83MPT3uofKkMtf%2br3jwmC7g7d°/o2b7hEyTQ%3d%3d 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 Ridge Shingles
Limits of Use Installation Instructions
Approved For use in HVHZ:Yes FL18355 P5 11 TBP15001.5 2017 EBC Eval Re 5 €ngles
Approved for use outside HVHZ:Yes 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•p�if
Created by Independent Third Party: Yes
Sark Ne:=t
Conte u ::Z501 Blair Stone Road`allahassee FL 32399 Phone:85I3-087-1824
The State of Honda is an AA/EEO employer Co pyriclht 2007-201 to of Florida.::Privacy Statement::Ag Sebirijy Statement::Refund%nemert
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 Rare one.The emails
provided may be used for offroal communication with the licensee.However emai[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.orglpr/pr_app_db.aspx?oaram=arGEVXQwtDquvosrHazGXQW83MPT3uofKkMI/o2hr3jwmC7g7d°/o2b7hEyTQ°/o3d%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 TAS 100 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 TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-114" 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
ceramic granules complying with ASTM D 3462.
Heritage@ 13-114" x 39-318", 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 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Frederick& reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg) complying with ASTM D 3462.
Heritage@ Vintage@ 17-112"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 13-114" x 39-318", 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.
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.
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.
TBP15001.5 FL18355-R5 Page 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.
CREr TAMKO BUILDING PRODUCTS LLC
EK 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.
r........-......................... -------- --------- _ Nail Zone
t-- — - _.�._.._ _ - r
ry _.�.. - _
!
ua L9 Exposure
df }
3E"
Figure 9. Elite Glass-Seal
4 Nail Pattern (Nan-HVHZ only)
1I I I �
Nail Zone
CIA
IT
5-1/8P
co Exposure
36'
Figure 2. Elite Glass-Seal
6 Nail Pattern
TSP15001.5 FLIS355-R5 Page 3 of 10
This evaluation report is provided for State of Florida 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
CREEKAsphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®(Dallas, Frederick,,Joplin, Phillipsburg&Tuscaloosa)
Heritage®Premium (Frederick&Phillipsburg)
HeriitageO Woodgate (Dallas& Frederick)
Basic Wind Speed(V„ic): Max. 194 mph
Basic Wind Speed (Vad): 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. ❑SB
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.
r f —Nail Line
cn l xrr posure
� t
Figure 3. Heritage®& Heritage@ Premium
4 Nail Pattern [non-HVHZ only]
�14 —*_..- — — —� -----------•---.—•-- —Nail Line
Exposure
� 1
t
Figure 4. Heritage(R)& 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.
wCREEK TAMKC BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SEIRVICES, LLC
—•—.---•— - —Nail Line
TI
(b Exposure
Figure S. Heritage®Woodgate
4 Nail Pattern (non-HVHZ only)
I �u2•� �7•3�8,� S•1 J2°�I
,
—Nail Line
50
14 5.5/8"
Elxposure
1
35.3.15" I
Figure 6. Heritage®Woodgate
6 Nail Pattern
Common Bond
I FASTENERS
T p
is� ao
v1 0
u7 j tD
w �
= 39-318" —
Figure 7. HeritageO, Heritage]Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattem
TBP15001.5 FL18355-R5 Page 5 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 TAMK4 BUILDING PRODUCTS LLC
Asphalt Shingles
TECHNICAL SERVICES, LLC
12-1/2" �i+ 12-3/8" = 12-112" - 1"+--
Preferred Fastener Locations
Paint Line
tr
-- --------------------'- --------------------- --- -- --------__ Nail Zone
-_ --_
T # Edge of
.� Common
Exposure Bond
}
Acceptable Fastener Location
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
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.
C7 TAMKO BUILDING PRODUCTS LLC
('� Asphalt Shingles
LM TECHNICAL SERVICES, LLC
Heritage@ Vintage@(Phillipsburg)
Basic Wind Speed(V it): 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. 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.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 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
Pattem"or"6 Nail Pattern"detailed below.
err
Apt ,xPOsUM
6" Fa9lenas Phil
17-1t2"
5"
Fxpowte
}
9-T14--t —RL41'
7!
Figure 9. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
JIV R
i moil
x,a
Figure 10. Heritage@ Vintage
6 Nail Pattern
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.
���� TAMKO BUILDING PRODUCTS LLC
Asphalt Shingles
T1;CHNICAL SERVICES. LLC
Hip &.Ridge(Frederick&Joplin)
Basic Wind Speed(V„a)= Max. 194 mph
Basic Wind Speed(Vold): 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(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
here 5-1/8" exposure
Start
Figure 1 here 5-1/8"exposure
lip
Fastener
Fastener
%-jr „
Figure 2 .� Figure 3
1/4"
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.
TAMKO BUILDING PRODUCTS LLC
CREEKAsphalt Shingles
TEr-HNICAL.SERVICES, LLC
VintageO�Flip&Ridge(Phillipsburg)
Basic Wind Speed(V�lt). Max. 194 mph
Basic Wind Speed(Vag): 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. O5B
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 5" exposure
here-- �'
I II
Start
here 5"
exposure
Figure 1
log
F Fastener Fastener
r L5-112" ��-5-112"
Figure 2 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) 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 wager 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
► tie'• •r',�• •�s� ' ��`i �`/� 1 I ■1 6.22
No 74021
� y
* * * -05I00I
Q�.• STATE of w
Zachary R.Priest, P.E.
�'f` '•;�� p?.••���.' Florida Registration No. 74021
'ram 'SS • R 1• ��•� Organization No.ANE11669
ONA�,..i� �' �k"%
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.
END 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 aft0butes that are not
specifically addressed herein.