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FL# FL18355-114 RFIVEp
EC
Application Type eoi�ion ;
Code Version 17 t
Application Status Approved -OCT
Perrnitting peparzment
Comments St Lucie County
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
i (417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerr]Eden
kerri—eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden @ta m ko.com
Quality Assurance Representative
Address/Phone/Emall
Category Roofing
Subcategory Asphalt Shingle
Compliance Method Evalua Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
L! 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 01/07/2019
Validated By Locke Bowden
Z Validation Checklist-Hardcopy Received
Certificate of Independence FLIS355 R4 COI TBP15001 4 2017 FBC Eval Reoort Shingles final.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Eguiv UL letter for standards for FBC 2017.odf
Sections from the Code
https://www.floridabi ilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online Page 2 of 2
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-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and
Limits of Use Vintage Hip and Ridge Shingles Installation Instructions
Approved for use in HVHZ:Yes 1`1_18355 R4 11 TBP15001.4 2017 FBC Eyal Report Shingles
Approved for use outside HVHZ:Yes nal. d1`
Impact 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
FLIWSS R4 AE TBP15001.4 2017 FBC Eval Report
Shingles final.0
f Created by Independent Third Party:Yes
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Contact 2601 Blair Stone Road.Tallahassee FL 32399 Phone.850-487-11124
The State of Florida Is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy stateme ::Accessibility Statement .Refundstatement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request do not send
etedronic mail to il�ls 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,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have oneThe emalls provided may be*used for official,communication with the licensee.However email addresses,are public record-Ifyou do not wish to
supply a personai address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under
Chapter 455,FS.,please dick herg_.
Product Approval Accepts:
®I
Credit Card
Safe
https://www.floridabuilding.org/pr/pr—apP—dtLaspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
TAmKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL$'E'RvicEs,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
(Fredeirick,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,
-Seal, 12-1/4'x 36", ASTM D 3161, Class F and,ASTM D 7158, Class H self.-sealing, 3-tab
(F'rederiek& 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-fab 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-WHz"
Heritaggp 13-1/4" x 39-3/8", ASTM 0 3161,
61, Class F and ASTM D 7158, Class H fiberglass
(D"aMsj;,Fieder1ck,. reinforced, laminated architectural asphalt shingle surfacedwith mineral granules
_jb0qh,,__PhiIIi0sburg.-& complying With ASTM D 3462.
ATUscardosa)
HeritageO Premium 13-114" x 3g-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)
Herit-age@ 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 RU' 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"i.ASTM D 3161, Class F and.ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, la'minated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3461
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.
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under RuW_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 he!rein.
DING PRODUCTS
CREeK TAMKO BUILDING
Shingles
TEcHNICALSERVICES,i LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vult): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vaw): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19132 in. plywood or wood plank for
Glass-Sea[ new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 16/32 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 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using '6 Nail Pattern" del ailed
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.
NAILS
04
Nalflng'�- .......... &71W
Area
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing - ............. .............\\. .......................... 6-7/8"
'--
Areg ............
118"
Butt Edge
Figure 2. Elite Glass-Sdal&Glast-Seal
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.
TAMKO BUILDING PROIJUCt8
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Herita e@ Basic Wind Speed(Vlt): Max. 194 mph
(Dallas,Frederick,Joplin; Basic Wind Speed(V,,d): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& I Solidly sheathed min, 19132 in, plywood or wood plank for
Heritage®Premium I new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick I 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.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's applidafion instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-518 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 installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or T Nail Pattern"detailed below.
FASTENERS NAILZON. E
COMMON
BOND
6-118" F] EXPOSURE 6-6/8"
12-11211 12-31811 12-112"--►� L11-1
Figure 3. Heritage®,Heritage@ Premium, and HeritageO Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
J/BOND
SURE 5-618"
Figure 4. Heritage@&Heritage@ Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product a"pproval 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.
PRODUCTS
CREEK TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
MAIL ZQNIEJ
COMMONISOND
STENER
T T
RE 5 519"
�7-1/2+7-1/2+7-3/8+-7112+7-112 _ its
Figure 5. HeritageOWoodgate
6 Nall Pa'ft6rn
19"0111—12-1/2"
In
Common Bond
FASTENERS
C6
t
CO
39-3/8"
Figure 6. Heritage®;Heritage@ Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7/811 — -NAIL ZONE
6-118" EDGE OF
COMMON
BOND'
EXPOSURE
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG-EDGE OF
COMMONBOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage@(Tuscaloosa)
Expanded Nail Zone
Nail pafferns from Figures 3,4, and 6 may be placed in'the nail zone as described above
TBP16001.4 FL18355-R4 Page 5 of 11
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.
�-----�---------�—�- — |
'
��'U��D�� TAMxDamLD�GPRODUCTS �
��^��.8��8C�U��
Asphalt Shingles �
W�00� 7RexzeoxmCAL ' LLC (
�
*emtage(@Premmiunm . Basic Wind Speed 0/m0: Max. 184mph
(Frederick) B�ok:V0nd ��u�' Max. �Umph
~~~~~ ' ' }
Deck(HVHZ): |naccordance with FBC requirements; '
Solidly sheathed min. 19/32 in. plywood nrwood p|onk�fox (
new construction; Min. 15/32 in. plywood existing
construction�
Dook(NonHVHZ): |naccordance with FBC requirements;
Solidly sheathed min. 1582 in plywood orwmod plank for
new construction;Min.3UOin.OSB existing construction.
Undedoymant: |naccordance with FBCnequmma �.
Min.slope: 2:12 and in accordance with FBC'requirements. Refer to
the manufacturer's application instructions when installing i
shingles at slopes greaterthan 2112 |
Inata|)aUon(kVHZ): Installed with 5 |n-oxpoauna in accordance with RAS 115
and manufacturers published installation instructions.
Shingles shall beattached using ^G Nail Pattern" detailed
below..
Installation (Non'HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's pub|iohed installation
instructions. Shingles shallboattached using either^4Nail
Pattern"or^ONail Pattern"detailed below.
�
/
NAIL ZONE/
FASTENERS OMMON BOND;
1211
'
OSUR
`
Figure 8. He *ageO Premium(Fnd=rick)
4Nail Pattern(mom-HVKZ only)
T i7— T
2 EXPOS RE 5"
Figure 9. Hentagm@ Premium (Frederick)
6 Nail Pattern
'
rap50o .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
Heritage@ Woodgate I Basic Wind Speed(Vlt): Max. 194 mph
(Frederick) Basic Wind Speed(Vaso): 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: 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-HVH4—): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be-attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS
COMMON BOND OMMONBOND
T
EXPOSURE 51
12-3/&'
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
qNAILZONFJ
FASTENERS COMMON BOND
T
EXPOSURE
4,5V"
Figure 11. HeritageS Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 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 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.
-----�----r—
'
��°��}U�� T�mKoeu�o�GpRoouCTa
m~�'���8��0���n� Asphalt Shingles �
��00NTEcH,NxCAI-!�EFZVxCeS.LLC �
� |
Heritage@Vintoget | BmnoVWnd Speed(Vlt): Max. 194 mph �
(Phillipsburg) . Baoic\Nind Speed(Vaad): Max. 150 mph |
Deck(HVMZ): In accordance with FBC
Solidly sheathed min. 19/32 in. or wood plank for �
new construction; Min. 1582 in. plywood existing !
construction. '
Dech(Nmn-HVHZ): Inaccordance with FBCrequirements;
Solidly sheathed min. 15/32 inwood plank for <
new construction; Min.7M0in.OSB existing construction. !
u menC |naccordance with FBG requirements.
Min.slope: 2:12 and in accordance with F8C requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(1VH2): Installed with 5in. exposure inaccordance whb'RA8115
and manufacturer's published installation instructions.
Shingles shall bnattached using ^G Nail Pattern" detailed
below.
.
Installation (Non'HVHZ): Installed with 5 in. exposure in accordance with F8C
requirements and manufacturer's published installation
!
instructions. Shingles shall x»attached using either^5Nail
}
Pattern"or^GNail Pattern"detailed below.
Etposure`
noz� =="
^
Exposum
Figure 12.
`
^
' ��------�----^ ---r---°=---�~--
-
6 Nail Pa�erm( -HVHZ only)
Notch
Zone
,
`
, Figure 13. Heritage@)Vintage
6Nail Pattern
TBP15001.4 FU8355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer s otify 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.
/ .
"'" DING-PRODUCTS
fi REEK TAMKO BUILAsphalt Shingles
TECHNICAL SERVicEs,LLC
Hip&Ridge Basic Wind Speed(Vit): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max.150 mph
Deck(HVI12): 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-HVH4: 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: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturers published installation instructions.
The direction of,the exposed end shall be away from the
prevailing wind.
Direction ofprevailing wind
Start 5-1/8" exposure
here—
Fn]
Start
Figure 1 here 5-1/8"exposure
low lot
Fastener
Fastener
Figure Figure 3
ig 2 11411
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4
Page 9 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 not
specifically addressed herein.
PRODUCTS
.QCREEK TAMKO BUILDING.Asphalt Shingles
TEcHNICAL SERVICES,LLC
Vintage®Hip&Ridga Basic Wind Speed(Vdt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed mid. 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 manufacturet'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—
Start
here — exposure1 exposure
V
astener Fastener
5-1/21' -1/211
Figure 2 1/4f' Figure 3
Figure 16.1 Vintage®Hip&Ridge(Phillipsburg)
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 that are not
specifically addressedifterein.
j
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
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 starting at the eave in horizontal layers such that the taps•shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBG, 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,6Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
,.�� G 2017.09.25
No 74021 = 11 .31 .41
-04'00'
a:• STATE OF
'•�'r�•:Al
� N_,•` Zachary R.Priest, P.E.
�, S •.� ��� Florida Registration No.74021
N•A` %% Organization No:ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does riot 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
TBP15001.4 FL18355-R4 Page'11 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 not
specifically addressed herein.