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.Product Approval Menu>Product or Application Search>Application Lias>Application Detail {
* FL# FL18355-R4
i
i Application Type Revision ,
Code Version 2017
Application Status Approved
E
Comments
Archived _.
{
I
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext-2305
kerrL_eden@tamko.com
i
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kern eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Li Evaluation Report-Hardcopy Received
Florida Engineer or.Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida license PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
Q Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.ndf
Referenced Standard and Year(of Standard) Standard Year
t ASTM D 3161 2016
j ASTM D 3462 2010.
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FLIS355 R4 Enuiv UL letter for standards for FBC 2 17.odf
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date.Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
18355.1 Glass-Seat,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage 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 R4 11 TBP150101,4 2017 FBQ Eval Report Shingles
Approved for use outside HVHZ:Yes final.nd
IMPEICt Resistant:N/A Verified By: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
F Ll
6355R4 AE TBP15001.4 2017 FBC Eval Reoort Shingles
final,Ad
Created by Independent Third Party:Yes
F-eq F.-I
Contact Us::2601 Blair Stone Road,Tallahassee k 32399 Phone:850-40-1624
The State of Florida is an AWED employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records*uiaist,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,effecti e October 1,2012,licensees licensed under Chapter 455provide F'S'must pvide the-Department with an email address if they have one.The emails
ro
pvided may be used'for official communication with the licensee.Hovieve,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 public.To d.etErinine if you are a licensee under Chapter 455,F.S.,please click hqr_e.
Product Approval Accepts:
M99
Credit Card
Safe
Certificate of Authorization No.29824
R EE17520 Edinburgh Dr
CK
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)'480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4"'Street
Joplin,MO 64801
(41'7)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, 1507.2.71, 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-303-02r01 TAS 100 1995
PRI Constrtiction Materials Technologies(T8T5878) 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 0 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) 08CA69132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) I OCA60498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D'3161 2016
UL LLC(TST9628) I I 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
ILIL LLC(TST9628) 4787043752 ASTM D1161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANEI 1669) TBP15001.3 Calculations 2017
TBP15001..4 FL18355-R4 Page I of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. 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
'ECREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal@ 12-1/4"x 36", ASTM D 3161, Class IF 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 IF and ASTM D 715.8, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
(Fr-ed'erickA
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal' 12-114"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.QftN.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158; Class H fiberglass
(Dallas,r Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,-Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium 13-114' 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.
Hentage@ 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 13-1/4" x 39-3/8", ASTM D 3161, Clas's 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 IF 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.
TBP15061.4 FL18355-R4 Page 2 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 doies not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
i
CTAMKO BUIL
ti
REEK DING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass=Seal® Basic Wind Speed(Vut): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min, 15/32 in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; I
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. f
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing 1
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 F
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
Pattem"or"6 Nail Pattern"detailed below.
NAILS
-,-- -
Nailing ---- �.__.._ __ fi 71$" I
5-118"
1
q f
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
min 1n
— -- - -- -- - -- a ------ — fr71B"
-------- - ---
jam
i
f
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal j
6 Nail Pattern
TBP15001.4 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. j
t
TAMKO BUILDING PRODUCTS
ICREEK Asphalt Shingles
TECHNICAL..SERVICES,LLC
.Heritage@ Basic Wind Speed(Vut): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(V.,,d): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): in accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
HerjMge,@ Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg!&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage@ Woodgate new construction;Min.7/16 in.OSB existing construction.
(Pallas&Frederick) 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 2112.
Installation.(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturers published iristailation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NA!!ZONE
COMMON
BOND
6-1/8 EPOS
12-112 12-3/8 12-1/2`� �_1
Figure 3. HeritageO,Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern(hon-HVHZ only)
NAIL ZONE
FASTENERS-
COMMON
BOND
7
6118" EXPOSURE 5-518"
Figure 4. Heritage@&Heritage@ Premium
6 Nail Pattern
TBP.15001.4 FL18355-R4 Page 4 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 TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONEI
ASTENERS COMMON BOND
6-1/8" EXPOSURE 5 51$"
1! �7-1/2'+7-1/2�-M+7-1/2+7-1/2;1�
Figure 5. Heritage®Woodgate
6 Nail Pattern
I
-►�1"�1"iE 12-112" ��
12-1/2.
EM
® Common Bond I
' FASTENERS
i
f
T;d_ ib i
i
41 T
oO
i6w
39-3/8"
V
Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern `r
I
I
PAINT
LINE
7-7/8" }-NAIL ZONE
---
6-1l8" EDGE 4FBOND ON
EXPOSURE
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG'EDGE OF
COMMON BOND
• I
PREFERRED
FASTENER
LOCATION
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 !
r
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 not express nor imply warranty,installation,recommended use, or other product attributes that are not
specifically addressed herein.
i
i
1
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Premium Basic Wind Speed(Vwr): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; I
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. 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 F
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"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
I
i
f
NAIL ZONEf
FASTENERS COMMON BOND
{
IXPOSURE _5° i
1"-►� �-- 11"-► 1211 -►�--11"-►� �--1"
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern (non.HVHZ only)
i
NAIL ZONE/ ;
FASTENERS -COMMON BOND
5V/2" EXPO RE 5"
11 V D1" �-9%1+34— 9"—+G 9172" I�1"
Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern
i
I
TBP15001.4 FL18355-R4 Page 6 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
TAmKo BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heilta&(D Woodgate Basic Wind Speed(Vui): Max.194 mph
(Frederick) Basic Wind Speed(Vas,,): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min- 15132 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.,
Min.slope: 212 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
Pattem"or"6 Nail Paftern"detailed-below.
NAIL ZONE/
FASTENERS -COMMON BOND
T_ T
EXPOSURE 5"
1 14
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
*
t T
EX,PO8UFRL5"
�1-V
Figure 11. Heritage@ Woodgate(Frederick)
6 Nail Pattern
TBP16001.4 FL18355-R4 Page 7 of 11
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.
- - -
,
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§ CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
UmmxnoNs
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 8&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 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 prod ucts-.1isted in this report shall be manufactured under a quality assurance program in compliance with
Rule 6IG20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance.with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
�,`P PR P
6) 2017.09.25
No 74021
1 ,1 :31 :41
-04'00'
13STATE OF W
'00 0 R �) - -N' - Zachary R. Priest, P.E.
1:1
0 N Ai— %% Florida Registration No.74021
Organization No.ANE11669
CERTIFidATiON 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.Pdest,.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
TBP15001L4 FL18355-R4 Page 11 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-