HomeMy WebLinkAboutPRODUCT APPROVAL CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
I'
INSTALLATION ;,
Elite Glass-Seal® Basic Wind Speed(V„lt): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed (Vasa): Max. 150 mph I
Tuscaloosa) Deck(HVHZ): In accordance with FBC req ui I'ments;
& Solidly sheathed min. 19/32 inl�'�plywood or wood plank for
Glass-Seal new construction; Min. 15/32 inplywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) 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.
Undedayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's applicationl,instructions when installing
shingles at slopes greater thanlr1:12,
Installation(HVHZ): Installed with 5-1/8 inch exposire In accordance with RAS
! 115 and manufacturers publislied installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below. i
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 44 Nail
Pattern"or"6 Nail Pattern"detailed below.-
NAILS
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Na�ing:i�
Figure 1. Elite Glass-Seal&Glass-Seal� I I
4 Nail Pattern(Non-HVHZ only)
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NAILS
I
Nailing', - . — - --
� I
Area
Bunk Edge, ;
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.3,__ _ FL18355-R3 Page 3 of 11
This evaluation report is provided for State of Florlda product approval under Rule 61G20-3. The mahufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for whlch 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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PRODUCTS
CREEK TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed (Vu1j): Max.194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. -19/32 In. plywood or wood plank for
Heritage®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.
(Dallas&Frederick) Undedayment: 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 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern' detailed
below.
Installation (Non-HVHZ): Installed with 5-518 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.
FASTENERS* NAIL ZONE
COMMON
OND
U R E&SN'
6-1/8"
12-1/211 12-3/8" 12-1/2'"ll1 ( -1'r
Figure 3. Heritage@,Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE
FASTENERS S. /COMMON
BOND
M
. EXPOSURE 5-5N'
-
7-112" 7.3J8-*�-
Figure 4. Heritage@&Hentage@ Premium
6 Nall Pattern
TBP15001.3 FL18355-R3 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Tule 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
CREEK �'i i Asphalt Shingles
TECHNICAL SERVICES, LLC I
N,r IL ZO Ef
itilll PN
O*
COQ d BOND.
MOORES
2++4
Figure S. Heritage@ Woodgate
6 Nall Pattern
I ;
-►�1"i P';�— —12-112"----►I j+---12-112°
®Common Bond
- _ FASTENERS
1 I
,,
=--
i Figure 6. Heritage®,Heritage@ Premium,&Heritage@ Wd�dgate
Alternate 6 Nail Pattern a;.._'
I
MINT1 1
L ONE
^f �
L+= ,.EOGE OF:,
6-18° fi I C. MMON.
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EXPOSURE
" =ACCEPTABLE:
_= '
--FASTENER LOCAT16W i
'
DO NOT FASTEN E
'ALONQ�EDtaE:OF I;
�. _COMMOKBOND
PREF..ERRED I
" FASTENER y
LOCATION
ON
' I i
Figure 7. Heritage@(Tuscaloosa) i i
Expanded Nail Zone
Nall patterns from Figures 3,4,and 6 may be placed in the nail,zone as'described above
TBP15001.3__ FL18355-R3 !, i _ Page 5 of 11_
This-evaluation report 19 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 changesthroughout1'the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended usi,or oth,r product attributes that are not
specifically addressed herein. i,;,,
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(V,lt): Max.194 mph
(Frederick) 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. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.0813 existing construction.
Undedayment: 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 Nall 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 Nall
Pattem"or'6 Nail Pattem"detalled below.
NAIL ZONE/
FASTENERS /COMMON BOND
5'UAE 5
W/O
11-1 12"
Figure 8. Heritage®Premium(Frederick)
4 Nall Pattern (non-HVHZ only)
NAIL ZONE!
- FASTENERS COMMON BOND
V.
T
T
SURE 5"
Figure 9. Heritage@ Premium(Frederick)
6 Nall Pattern
TBP15001.3 FL18355-R3 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.
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CREEK iTAMKO BUILDING PRODUCTS
` Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed (Vwt): Max. 194 mph I i
(Frederick) Basic Wind Speed(Ve,d): Max. 150 mph I
Deck.(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 ins:'plywood or wood plank for
new construction;Min.7/16 in.'6613 existing construction.
Underiayment: In accordance with FBC requirements.)
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's applicatioWinstructions when installing
shingles at slopes greater ihanl'1:12,
Installation (Non-HVHZ): Installed with 5 in. exposure? in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall belattached using either"4 Nail
Pattem"or"6 Nail Pattem"detailed below.
La
N1 iIL Z011V
- --
FASTENERS -=
VC
OMMON BO(D
- - I;;'`
- I_ T
5-il2" EXPOSURE 5°
j Figure 10. Heritage®Woodgate(Frederick) I
4 Nail Pattern(non-HVHZ only) f'
NAIL ZONEI
COMMON BOND
` = - ' FASTENERS -
, - '
I
'EXPMURE50 '';!
y _
1n�. `'�'''9-1/2":�1'�`�-r8ti?f8'.:.'.1'_ "1''�9-112" �1�9■ ,'
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.3_ _EL18355-R3--- I: 1 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 duratibh for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other',producl attributes that are not
specifically addressed herein. ;,J
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TEcHNICAL SERVIcF-s, LLC
Hefltage@ Vintage® Basic Wind Speed(VLdt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vsd): 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. 15/32 In. plywood or wood plank for
new construction;Min.7116 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
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nall Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure In accordance with FBC
requirements and manufacturers published installation
Instructions. Shingles shall be attached using either"5 Nall
Pattem"or"6 Nall Pattem"detailed below.
rkposm
Nath
6'
ore
- — — — — -- —— — — — —
t Q t
Figure 12. HeritageO Vintage@
5 Nall Pattern(non-HVHZ only)
raw=
Vogt
Figure 13. Heritage®Vintage
6 Nail Pattern
TBP16001.3 FL18355-R3 Page 8 of 11
This evaluation-report is provided f6r 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.
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CREEK TAM KO BUILDING PRODUCTS
I I;I 1 Asphalt Shingles
TECHNICAL SERVICES, LLC I'
Hip&Ridge Basic Wind Speed(VAt): Max. 194 mph I '
(Frederick&Joplin) Basic Wind Speed(Vesd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;)
Solidly sheathed min. 19/32 in.i'plywood or wood plank for
new construction; Min- 15/32 in i plywood existing
construction. I i;
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 16.1;plywood or wood plank for
new construe#ion;Min.17/16 in.OSB existing construction.
Underlay'ment: In accordance with FBC requirements.
i Min.slope: 2:12 and in accordanoe with FBC requirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
jFBC and manufactures published installation instructions.
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The direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
" I
t &1/8" exposure
II I I Start I`
Figure 1 hero exposure
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'n is
Fastener
Figure 21, Figure-3I '
Figure 14. Hip&Ridge(Frederick&Joplin)
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TBP._15001.3_ FL18355-R3 Page 9 of 11,
This:evaluation reportis provided for State of FloNda product approval under Rule 61G20'3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout he 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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TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed(V,!,): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasa): 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. 15/32 in. plywood or wood plank for
new construction;Min.7116 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 manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing'wind.
Dlrectlono prwalling wind
Start: . 5" exposure,
or _In
Ste {
- here 511 exposure
Figure 1
y, ' '+
' -FastenerFastener '�5-1/2"
r 5-1/2" �
Figure 2 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.3 FL18355-R3 Page 10 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 isvalid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
i
17AMK0 BUILDING PRODUCTS
'
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
I
i 1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by othels to meef;the minimum design loads
established for components and cladding and in accordance with FBC requirements,
j 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.
i 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 cave in horizontal layers such that thie 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. I f
8) All products listed in this report shall be manufactured under a quality assurance;program in compliance with
Rule 61 G20-3. I
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COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have.demonstratedcompliance with the Florida Building
Code 5`h Edition(2014)as evidenced•'in the referenced documents submitted by the named manufacturer.
p�Y R. p
��.GAP
•'.
*
No 74021. 20112.05.0'9
U
15:06:10
STATE OF -04`00
0'��• < O H t p Q:�N��, Zachary R.Priest P.E.
S,ONA`fill 0 �,, O g ni ation No.oA E1166921
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CERTIFICATION-OF INDEPENDENCE.
CREEK Technical Services,LLC does not have,nor will it acquire.a financial interest in any com any 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. !
i.{I
Zachary R.Priest, P.E.does not have,nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation. I
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.
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END OF REPORT
TBP15001.3 _ FL18355-R3 __.
� L, , -_ ,Page_11_.of_11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-13. 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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10/272017 , Florida Building Code Online
FLORIDA DEPARTMEW or
I I, -
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M � • Regulation '
t♦: • ♦
BCIS Home Log in I User Registration Hot Topics Submit Surcharge I Stats&Facts I IPubllcatlons,+ FBC,SSaJr SCIS Site Map']. Llr k'T: Search
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USER:•Public User
Product Approval Menu,>Product or molication Search>Application List>Application Detail
FL# - — FL18355-R3 1 I
Application Type Revision
Code Version 2014
Application Status Approved I
Comments
Archived
Product Manufacturer TAMKO Building Products,Inc. .I.
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Address/Phone/Email PO Box 1404
i Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com 1 I
Authorized Signature Kerri Eden I
kerri_eden@tamko.com
Technical Representative
Address/Phone/Email
I I �
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles I
- I i
Compliance'Method Evaluation Report from a Florida.Registered Architect or a Licensed Florida
Professional Engineer ,
LJ Evaluation Report;Hardcopy.'Received
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Florida Engineer or Architect Name who developed the Zachary R.Priest I !
Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden I
ivy Validation Checklist-Hardcopy Kecelved
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Certificate of Independence FL1835S R3 COI TBP15001.3 FBC 2014 Product Evaluation Report
Shinoles.Ddf I I
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Referenced Standard and Year(of Standard) Standard
Year
ASTM D 3161 2009
ASTM D 3462 ! 2004
ASTMD D 7158 ! 2008
TAS 100
I i j I 1995
i
Equivalence of Product Standards i
Certified By
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Sections from the Code
i
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofK12FSVRVj3yllYNVoJiP6gg-toad-/aau 1/2
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10/2712017 Florida Building Code Online
Product Approval Method Method I Option D
Date Submitted 05/09/2017
Date Validated 05/10/2017
Date Pending FBC Approval 05/15/2017
Date Approved 08/08/2017
Date Revised 09/2512017
Summa 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 Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in Hv"z:Yes Fl-18155-113 11 TBP15001,3 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Report Shin gles,Dd
Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
i Design Pressure:N/A Created by Independent Third Party.Yes
Other.,See evaluation report for limits of use, Evaluation Reports
+L18355 R3 AE.TBP15,001.3 FBC 2014 Product Evaluation
Report Shingles.odf
Created by Independent Third Party:Yes
[_B._-_k] FN.;tl
Contact Us*:2601 Blair-Stone Road,Tallahassee FL 32399 2h2az_Qj2A-jZ-_LQ4
The State of Florida Is an AA/EEO employer,Copfyrjght 2007-2013 State of Florida ::-Privacy,Statement::Accesslblllty Statement::,Refund Statemen
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 electronic
mall to this entity,Instead,contact the office by phone or by traditional mall.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
one.The emalls provided may be used for official 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 public.To determine If you are a licensee under Chapter 455,F.S.,
please click here.
Ctedit Card
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hftps://floridabuilding.org/prlprl_appjtl.aspx?param--wGEVXQwtDquvosrHazGXQW83MPT3uofKl2FSvRVj3yllYNvoJIP6qg*/*3d`/`3d 2/2
cerci 1cate ajAuthorization No.29824
17520 Edinburgh Dr
y Tampa,FL 33647
TECHNICAL SERVICES, LLC j (813)480-3421
EVALUATION REPORT FLORIDA BUILDING3CODE 5"r EDITION(2014)-
, -
Manufacturer: TAMKO BUILDING PRODUCTS issued May 9,2017
220 West 0 Street !` !
Joplin,MO 64801
(417)624-6644
! Manufacturing Plants: Joplin,MO
Phillipsburg,KS i
Frederick,MD
Dallas,TX
Tuscaloosa,AL '
Quality Assurance: UL LLC(QUA9625) !
SCOPE (,,
Category: Roofing `�•,
Subcategory: Asphalt Shingles
i Code Sections: 1507.2.5,1507.2.7.1,1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain t
REFERENCESrt Ng.
AP-043-02-01 TAS 00�'i,•
Entity _ i! f Year
PRI Construction Materials Technologies(TST5878) 1895
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 ,'3 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 00 !,i j 1995
PRI Construction Materials Technologies(TST5878) TAP414-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP417-02-01 TAS 100 F' 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 1001995
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 6361 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 f`'j 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2009
UL LLC(TST9628) 04NK24366 ASTM D 34fi2 2009
UL LLC(TST9628) 05NK28006 ASTM D 638,1 j 2008(2013)91
UL 2390 t;�
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 34fi2 2009
UL LLC(TST9628) 08GA59132 ASTM D 3161 i 2009
UL LLC(TST9628) 09NK07896 ASTM D 31P'1 4f 2009
ASTM D 3462 2009
UL LLC(TST9628) 10CA50498 ASTM D 3482 2009
UL LLC(TST9628) 0CAS4882 ASTMD 3161 2009
UL LLC(TST9628) I INK14014 ASTM D 31'6;1 2009
ASTM D 3482 2009
UL LLC(TST9628) 12CA24561 ASTM D 31•,6;1 2009
UL LLC(TST9628) 4786110543 ASTM D 638,1 2008(2013)91
UL LLC(TST9628) 4787043752 ASTM D 3161 2009
UL LLC(TST9628) 4787148748 ASTM D 7i'58 20084
ASTM D 31,,6'1 2009
ASTM D 3462 2009
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations', ` 2017
t"
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TBP15001.3 _ FL18355-113 E Pagel of_11
This evaluation report is provided for State of Florida product apprb`aa!under Rule 61G20-3. The manufacturer shat!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
CREEk Asphalt Shingles
TECHNICAL SERVICES, I-I-C
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4"x 36!', ASTM D 3161, Class F and ASTM 0 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 F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-114"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. Shi6gles shall be used in the non-HVHZ only:
Heritage@ 13-1/4" 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
Joplin,Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritages®Premium 13-1/4" 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)
Heritageli)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@ 17-1/2'x 40",ASTM D 3161,Class F and ASTM D 7168,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, 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.
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.
.TBP1 5001.3 FL18355-R3 Page 2 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 pect ically addressed herein.