Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutProduct Approval Professional ° - . 60n, I
;,.
SOS.Home (Log In l User Registration Hot Topics Submit Surcharge Stats&Fads Publications.j FBCStaff l BCISSite Map r Units. Search,
Florida
Product Approval
USER:Public User
Product Approval Menu>Product or Anplication Search>Application Us t>Application Detail.
FL# FL12328-118
Application Type Revision
Code Version 2017
Application Status Approved
I
Comments
Archived C�
Product Manufacturer TAMKOBuilding'•Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802.
(417)624-6644 Ext 2305
keni_eden@tamk&.com
Authorized-Signature Kerri Eden
kerrL_eden@tamko,.com
Technical Representative Kerri Eden
AddeessJPhone/Emall PO Box 1404
Jopiln;MO 64802
(417)624-6644 Ext 2305
kerrLeden@tamkp.com
Quality Assurance"Representative,
{ Address/Phone/Email
Category Roofing
j Subcategory Underlayments
i Compliance Method, Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
G Evaluation Report-Hardcopy Received
FloridaEngineer or Archltect 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 P.E.
0 Validation Checklist-Hardcopy Received
Certificate of Independence Flt 2328 RR COT TBP14001 4 2017 FBC Eval Reoort TAMKO
Underiavments final.odf
f
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970, 2015
ASTM'D226 2009
ASTM D4869 2016
ASTM D6380 2003
TAS 103 1995
Equivalence of Product Standards
Certified By
r
'E I
E
.r
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/05/2011
Date Validated 10/19/2017
Date Pending FBC Approval 10/20/2017
Date Approved 12/12/2017
Summary of Products
FL# Modelf;Number or Name Description
12328.1 ASTM�$late Surfaced RoII:Roofing Roll roofing surfaced.with mineral granules
Limits of Use Installation Instructions
Approved for use in-HVHZ:Yes FLi2328 R8 11 TBP14002 4 2017 FBC Eval Report TAMKO
Approved for use outside.HVHZ:Yes Underlavments tinal.odf
Impact Resistant:N/A :Verified;By:Zachary R.Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits'of use. Evaluation"Reports
FL 123y8 RB AE TBP14001 4 2017 FBC Eval Report TAMKO
Underlayments final.odf
Created-by Independent Third Party:Yes
12328.2 ASTM•Tile Underlayment Coated organic underlayment
Limits of Use. Installation Instructions
Approv4foe vse:Iri HVHZ:Yes FL12328 R8 1I TBP14001 4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Underlavments final odf
Impact Resistant:N/A Ver€fed,By:Zachary Rc Pr€est74021
Design Pressure:N/A Created by Independent Third'Party!:Yes
Other:See'evalaation"report for limits of use. Evaluation Reports
FL12328 R8 AE TBP14001 4 2017 FBC Eva[Report7AMK0
Underlavments final.pdf,
Created by Independent Third Party:Yes
12328.3 Master-Smooth Asphaitsaturated organic,underlayment,
Limits of Use. Installation Instructions
Approved for uswin HVHZ:No FL12� 8 R8 II TBP14001 4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Underlavments final.odf
I Impact Resistant:"N/A Verified"By:Zachary R:Priest 74021
I Design Pressure:N/A "Created by Independent•Third Party:Yes
! Other:See evaluation report for limits of use. Evaluation Reports
TL12328 R8 AE TSP14001 4 2017 FBC Eval Report TAMKO,
dertlaymen fina.ddf
I. -Created by Independent.Third Party:Yes
12328.4 Moisture"Guard A self-adhering modified"bitumen underlayment.
Limits of Use Installation,14structioris
Approved for use:in HVHZ:Yes. FL12328 R8 II TBP14001 4 2017 FBC E4al Report TAMKO
Approved for use outside HVHZ:Yes Underlavments finai.pdf
Impact Resistant:N/A Verified By:Zachary R.Priest 74021
Design Pressure:N/A Created`by Independent Third Party:Yes_
.Other:See evaluation report.for limits of use. Evaluation Reports
I �
F 28 R8 AE TBP14001A 2017 FBC Evai Report TAMKO
UnderlavmebLa final.odf
Created by Independent Third Party:Yes
12328.5 No.15 ASTM- Asphalt saturated organic felt
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes fl 12328 R8 11 TBP14001 4 7017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Underlavments final.pdf
`Impact Resistant:N/A Verified By:Zachary.R:Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use.. Evaluation Reports
Ft 12328 R8 AE TBP14t101 4 2017 FBC Evai ReportTAMKO
Underlavments final'pdf
Created.by Independent Third Party:Yes
12328:6 No..15 UL Asphalt saturated organic felt
Limits of Use, Installation Instructions
Approved for use In HVHZ:Yes FL12328 R5' TBPi4001 4 2017 FBC Evai Report TAMKO
Approved far use;outside HVHZ:Yes
Underlavments final-rid
€
I
I '
Impa'ctResistant:N/A Verified By:Zachary R.Priest.74021
Design'Pres'sure:N/A created by Independent Third Party:.Yes
Other:.See evaluation report for limits of use. Evaluation Reports
Ft I�328 R8'AE TBP14001 4?017 FBC Evai Report TAMKO
derlayments flnal,pdf
Created by Independent Third Party:Yes,
12328;7 No.30 ASTM Asphalt saturated organic felt
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL 12328 R8 II TBP14Q014 2017 FBC Eva]Report TAMKO
Approved forr-useoutside HVHZ:Yes Underlayments final.pdf
Impact Resistant'N/AVerified By:Zachary P.-Priest14021
Design Pressure:N/A created by Independent Third Party:Yes
Other.See evaivation'report foralmits of use: Evaluation.Reports; ,
_ 'FL12328 R8 AE TBP14,002 4 2017 FBC Eval Report TAMKO
Underlayinents Rnal.Ddf
Created by Independent Third Party:Yes
12328.8 No,.30`UL Asptialt,saturated organic felt
Limits`of Use InstallationInstructions
Approved for use its HVHZ:Yes FL 123 8 R8 II TBP14001 4 2017 FBC•Eyal ReportTAMKO
Approved,for use:outside HVHZ:Yes Underlayments final-ndf
Impact'Resistant:N/A Verified.By.:Zachary'R.Priest;74021
Design Pressure:,N/A'. Created by Independent Third Party:Yes
OthemSee evaivatiori reportfor•iimitsof.use. Evaluation Reports
FL1232&R8 AE TBP14001 4 2017 FBS Eval Report TAMK_O_
Qnderlayments final;pdf '
Creatied by Independent Third Party:Yes
12328.9 " TAM-FELT Alternate to ASTM D 226,Type II underlayment
Limits of Use installation instructions.
Approved for use in HVHZ:Yes' l_L,t 2328'R8 II TBP14003 4 2017 F8C- vol Report T[AMKO
Approved for use,outside,HVHZrYes. Underlayments FlnaLudf
Impact Resistant:N/A Verlfied'By:Zachary R.Priest PE-74021
Design,Pressure:N/A• Created by Independent.Third Party:Yes
Other:See,gyaluition report for"limits of use. Evaluation Reports
FL12328 R8 Ar TBP14001 4 2G117 FBC Eval Rer)ort7AMK6
Underlayments finalaiilf
Created by Independent Third,Party:Yes
12328;10 TW Metal and Tile Underiayment self adhering modified bitumen underiaylment
Limits cf Use Installation Instructions
Approved for use'irt HVHZ.,-Yes FL1 78 R8 Ir T13P14001 4 2017 FBC Ebal iL port TAMKO
Approved for,use"outside HVHZ:Yes Underlayments finai.odf
l Impact Resistant:;N/A Verified By:Zachary R.Priest74021
Design Pressure:N/A Created by Inde pendent Third Party.Yes
Other:See evaluation.report f&.-limits of use: Evaluation Reports;
FL12328 R8 AE TBP14001 4 2017 FBC Eval'Report TAMKO
Underlayments final.Ddf
Created by Independent Third Party:Yes
12328.11 TW Undeclayinent self-adhering modifsed.bitumen underiayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes Fi 12328 R8-II TBP14001�4 2017 FBC E RepitTAMKO
Approved for'use outside HVHZ:Yes Undertayments final.Ddf
f Impact.Resistant:N/A . Verified-By:Zachary R.;Priest 74021 -
Al Design Pressure:NIA Created`by IntlependeritTfilyd Party:Yes
Otheri See evaluation report for limits of use. Evaluation Reports,
FI 12328 R8 AE TBP34001 4 2017 FBC Eva(Report TAMKO
Underlayments final.odf
'Created by Independent Third Party:Yes
' Back Nox
S
' Contact us::260181ar Stone Road Tallahassee FL•32309,phone:856-487-1824
•
That State.of Florida is an.AA/EEO employer.Copyright 2007-2013 State of Florida,::'privacy Statement::Accessibility 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 mail.If you have any questions plea3e.contact 850.487.1395. 0ursuant to.section 455,275
(1),Ftorida,Statutes;effective October 1,2011,licensees licensed ander Chapter 455,.F.S.must,ptovide the bepartmeat with an email address if they have one.The
" emalls provided maybe used for official communication with the licensee.However email addresses are public record.If you do-not wish.to supply a personal address,
.l please provide the Department with an email_address which can be made available to the public.To determine If you are a licenses under Chapter 455,E.S.,please
Vick ere.
Product ARPmvafAtteFfs:
' i ,
r /:-
,�'. .. �.
Cert�cate of Authorization No. 29824
E E K 17520 Edinburgh Drive
Tampa,FL 33647
TEC�-INICA.L,SERVICES, LLC (s1 )Oso X421
EVALUATION REPORT FLORIDA 6111LDING CODE;a EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2097
P.O.Box-1404
Joplin,MO 64802
(417)624-6644
http:/i"w.tamko.com,
Quality Assurance: UL1LC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507:1.1
Properties: Physical properties
PRODUCT DESCRIPTION
TAMKO®ASTM Slate ASTM D 6380,Class M,Type'll underlayment.constructed from organic felt saturated
Surfaced Roll-Roofing with asphalt and coated'oh both sides with asphalt and surfacidd.with granules.
TAMKOQ ASTM Tile ASTM D 6380, Class M,Type 11 underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with.granules.
•TAMKOI)Master ASTM D 6386,Class S,Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TAMKOO Moisture Self-adhered, ASTM.D.1970,.fiberglass reinforced, modified bitumen sheet membrane
'Guard@ with a min&ai..surfacing and, a removable release film on the adhesive- side and
I removable.selvedge release tape.
TAMKO®No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt
Organic Felt
TAMKO@ No.15.UL ASTM D 226,Type I underlayment constructed from a non-Perforated organic felt that is
Asphalt-Saturated saturated with asphalt.
Organic.Felt
TAMKO@ No;30 ASTM ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt
Organic Felt
TAMKOV No.30.UL ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is.
Asphalt,Saturated, saturated with asphalt
Organic Felt
TAMKO®TW Metal and Self-adhered,flexible,ASTM D.1970 and TAS 103, rubberized asphalt sheet membrane
Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TAMKOO TW :Self-adhered, flexible, ASTM D 1970,, rubberized asphalt sheet membrane with a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
TSP14001.4 F1_12328-R8 Page 1 of 4
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.
-:�, .
., r ,�'
'4'�EY
� _ 'Y*
'?k ..
,h t
t
TAMKO BUILDING PRODCUTS,INC.
CREEK TAMKO Undorliyments
TECHNICAL SERVICE'S,LLC
TAMKO@)TAM-FELT Alternate to ASTM D 226,Type I and Type 11 underlayment constructed from a.non-
perforated organic felt that is saturated with asphalt.
Appucmioisi METHOD
Installation shall be in accordance with the published manulaFturet's installation instructions, the FBC, and the
requirements below.
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.
The roof deck shall be constructedof closely fitted plywood sheathing for new or existing construction. Plywood deck
sh a2ll be installed in accordance with FBC:requirements. Roof decks shall have no more than 1/8" gap at abutting.
joints.
The minimum application temperature shall be 50t except as follows:
a) The minimum.applicatiohtemperature'of TAMKOSTW Metal and Tile Underlayment and'TAMKO@)TVV
,Underlayment shall be 44°F.
b) The minimum application temperature of TAMKOV Moisture Guard@ shall be 35°F.
The minimum roof Slope shall be in accordance with FBG requirements excebt.as-foil, 1 6ws:
a) The minimum slope.of TAMK08,ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlaymdnts shall be exposed in accordance with the. manufacturer's recommendations, but in no-case shall
exposure'exceed 30 days.
Exception: TAMKO(D TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adhering underlayments may be adhered to primed or unprimed plywood substrates'in the non-HVH2.
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
Metal Roof Mineral Wood
Asphalt,, Panels and Surfaced Roll Shingles and slate clay and
Underlayment Shingles Shingles Roofing Shakes Shingles 'Concrete Tile
TAMKOO ASTM Slate Y1 N N N N Y
S"Irfaced.Roll Roofing
TAMKOO ASTM Tile
N N N N Y
Underlayment
TAMKOS Master Smooth Y1 N N N N N
I
TAMKOO Moisture,Guard@ Y N N N N N
TAMK0@ No.15 ASTM
2
Asphalt Saturated Organic Y Y Y yN N
Felt
TAMKO@)No.15 UL Asphalt
Y Y Y Y2 Y N
Saturated-Organic Felt
TAMKO@)No.30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKO@)No.30 UL Asphalt
Saturated Organic Felt Y Y Y N Y N
TAMKOV 1W Metal and Tile
Y Y IN N N Y
Underlayment:
TAMKO(ID TW Underlayment Y Y N N N N
TAMKOV TAM-FELT Y N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP;14001A FL12328-R8 Page 2 of 4
This evaluation report is provided for State of Florida product approval under RJie 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 PRODCUTS,INC.
TAMKO Underlayments
T EcHNICAL•SERVICES,LLC
U'ilA1TAT1oNs
1) Fire Classification is not within the,scope of this evaluation.
1 2) Wind,uplift resistance in not within-scope of this evaluation.
-3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published
application-instructions. Where discrepancies exist between these sources, the more restrictive and FBC
compliant installation detail shall prevail.
4) Contact the manufacturer when installing at.temperatures below the minimum application temperature.
5) unless otherw(ise,stated,,the.minirrium roof slope shall be in accordance with FBC requirements.
6) All underlayments shall be installed with the roll length parallel to_the eave, starting at the eave; and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered-between courses in accordancewith'the manufacturer's application.instructions.
7) The underlayment maybe used as described in other current FBC product approval documents.
8) The undedayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underlayment.
! 10) All products listed in this report shall'be manufactured under a quality assurance program in compliance with
Rule 61G20=3.
REFERENCES
Enti Report No.- Standard • Year
PRI Construction Materials Technologies(TST6049), TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1870 2015a
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016-
PRI construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013)
.PRI Construction Materials Technologies(TST6049) TAP-217-02-01REV ASTM D6380 2003(2073)
PRI Construction Materials Technologies(TST6049) TAP=218-02=01 ASTM D 226 2009
-0
PRI Construction Materials Technologies(TST6049) TAP:219-021 ASTM D 226, 2009
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995
ASTM D 4798 2011
PRIConstruction Materials Technologies(TST6049) TAP-311-02-01 ASTM D'1970 2015a
PRI Construction Materials Technologies(TST6049) TAPL319- 02-01.1 ACG 188 2012
PRI,Construction Materials Technologies(rST6049) TAP-387-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CA12269 ASTM D.226 2009
i
TBP14001.4 FL12328-R8 Page 3 of 4
This evaluation report is provided for State of Florida product approval�uader Rule 61620-3. 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.
C-R"8 E TANiKQ BUILDING PRODCUTS,INC.
TAMKd Underlayments
TECHNICAL SEf2VlCE5,LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E: have demonstrated compliance.with the Florida Building
Code, 6th Edition(201 7):as'evidenced in the referenced documents submitted by the named manufacturer.
t�`�tllttttrrri�rr
i
C. • �''°R�'`�-, 201 7:10.19
GENS 1 -
No 74021 �..� 20l. � +�a+ V(j'��
� 7S 7t w 'xoIMY.�.Hb�IItFM
• W _04t00t.
•� • :*�~
©:•• STATE OF
•'lc4 p P:N_ ` Zachary R.Priest, P.E.
Florida R istratiorl No.
SiOfVP+`E Organization. 1
No.ANE96 021
1rt111
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services;LLC does not have,nor will it acquire,a financial interestin any company manufacturing or distributing products underthis
evaluation.
CREEK Technical Services,LLCJs notowned,operated,or controlled by any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquka.,.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
I '
s
,
I '
k
END OF REPORT
TBP14001.4 'FL12328-R$ Page 4 of.4
This evaluation report is provided for State of Florida product appioval under Rule'67G20-3. The manufacturer shall notify CREEK
j 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.
ploridaBuildingCodeOnline
SCIS Home f Log In User Registration' Hot Topics I Submit Surcharge Stats&Facts: Publications FBC.Staff BOS Ste Map 4 Links l Search I
Product Approval
USER:Public User
-.�;,. •
' Product Approval Menu>Product or Aoollcation Search>Aooription Ust>Application Detail
FL# FL18355-114
•. r.-
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
t Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO,64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerrl Eden.
kerri_eden@tamko.com
0
Technical Representative Kerrl Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644' Ext 2305
kdrrLqden@tariko.com
Quality.Assurance Representative-
Add res-s./Phonp/Em a!I
epresentativeAddress/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed
Florida Professional:Engineer
ice'Evaluation Report-Hardcopy Received
Florida.Engineer oFArchitect.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
1 Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shinqles ftnal.pdf
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 Equiv UL letter for standards for FBC 2017.pd
Sections from the Code
https:%/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazCTXQ... 1/3/2018
Florida Building.Code Online Page 2 of 2
ProductApproval Method Method'1 Option D
Date Submitted 09/25/2017
Date Validated09/27/2017
Date.Pending FBC Approval 10108/2017
Date Approved 12/12/2017 4
Summary of Products !
I
FL# Model,Number or Name Description
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles i
Heritage,.Heritage Premium, i
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 II T13P15001.4 2017 FBC Eval Report Shingles
Approved,for use outside'HVHZ:Yes_ final.pd
Impact Resistant*N/A Verified 8y: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
F1_18355 R4 AE TBP15001 4 2017 FBC Eval Report
Shingles flnal.odf
Created by Independent Third Party:Yes
8ar1t Next
S ,
Contact :;2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-18x4 ,
The State of Florida Is an AA/EEO employer.Copyright 2007-2013,Staid of Florida.:Privacy Statement Accessibility Statement::Refund Statement
' Under Florida law,emall addresses are public records.If you do not want your a-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 850.487.1395.110ursuantto
t Section 455.275(1),Flodda.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 emails provided maybe used far 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 withanemail address which can be.made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please dick here.
.Product Approval Accepts;
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGE'VXQwtDquvosiH4zGXQ... 1/3/201.8
Certificate of Authorization No.29824
CR E 1,.'r
27520 Edinburgh Dr
Tampa,FL 33547
TECHNICAL SERvtcES, LLC' " (823)480-3422
EVALUATION REPORT , FLORIDA BUILDING CODE,a EDITION(2017)
r
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2097
220'West 4"'Street
Joplin, MO 64801 i
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg,KS S
Frederick,MD
Dallas,TX I
Tuscaloosa,AL
i j
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
j 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 Matedals'Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP414-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TA15-117-02-01 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 140 1995
PRI Construction Materials`Technologies(TST5878) TAP-280-02-01 TAS 160 1995
PRI•Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI,Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1965
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) 02NK0507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2610A
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) 08CA59132 ASTM D 3,161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462. 2010A
UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC(17ST9628) 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
CREEK Technical Services LLC.{ANE11669} TBP15001.3 ASTM D 3462 2010ACalculations 2017
TBP15001.4 FL18355-R4 Page 1 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 ofany product changes or quality assurance changes throughout the duration for which this report is valid.
Thi's 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.
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
(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' 12-114"z 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. {
I
Glass-Seal 12-1/4"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-only.
' r
Heritage® 13.1/4" x 39-318", ASTM D 3161, Class: F and ASTM D 7158, Class H fiberglass
..(Uallhs,,.Frederidk,. reinforced, laminated architectural asphalt shingle surfaced with mineral granules I
Jbpim;PTiilhpsburg;& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and. ASTM D 7.158, Class H fiberglass 1
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced-with mineral granules I
Phillipsburg& complying with ASTM D 3462. f
Tuscaloosa) {
Heritage@ Premium 12" x 36%ASTM D 3161, Class F-and ASTM D 7159, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D,3462.
i
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 13-1/4" x 39-3/8% ASTM D 31.61, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
I 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.
l i
Hip and Ridge Shingles 12-114" x IT, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin). shingle surfaced with mineral granules complying with ASTM b'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:
i
i
TBP15001.4 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 does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
' ����� TAMKO BUILDING PRODUCTS ;
Asphalt Shingles
TECHNICAL SERVICES,LLC
l
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Vuu): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vase): Max. 150 mph 1
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; '
& Solidly sheathed min. 19/32 in: plywood or wood plank for f
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Fred'erick,Joplin_(Non- construction. f
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In aocordance 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-
' 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 s
115,and manufacturer's published installation instructions.
Shingles shall be attached using "6 Naii Pattern" detailed
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:
Nailing -
18
5-Area
118"
{ But#Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
„1n 1n
Nailing -- .__--------------- ------------------------ -- - - 6-71811
Area
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass=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 6TG20-3. 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
ti
TF-cHNICAL SE12viCES,LLC f
Heritage® Basic Wind Speed(V„ir): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vesd); Max, 150 mph k
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. 15,132 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
HeritageO'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 t
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 Nail Pattern" detailed
below.
Installation (Non-HVHZ), Installed with 5.5/8 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 Pattern"detailed below.
FASTENERS NAIL'ZORE
COMMON
BOND
- f
4
6-118"
EEXPOSURE 6-6181,
1" — 12-112"—► — 12-31811 —►�=— 12-1. I2r� I'-1"
' Figure 3. Heritage@, Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern(non-HVHZ'only)
FASTENERS NAIL ZONE
COMMON
BOND
61
EXPOSURE 6-618°
I" 7412'4*7-112"-►h-7"318"�I-7-i/2"-►�-7 112"-►� �1-1"
Figure 4. Heritage®&Heritage@ Premium
6.Ne it Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule fit 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.
.. �:.� . .
t . . ...
{�, . .�'
t . ..
i
2;
.. . ,_
. . � .,i.. _ ,, '
. ..
..
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
4
TECHNICAL SERvic8s,LLC j
NAIL ZONE/
ASTENERS- COMMON BOND r
r
6-118"
rwo�u
RE55A3" j
s
s
" t' ''1' '4►4-7 ''I''`_112+7-1124111 ill-
Figure
}
1 7-1/2 . 7-1/2. -3/81
S. Heritage@ Woodgate
6-Nail Pattern
—12-12" —%ii°i1°It
Common Bond
FASTENERS
Ta
T
+d
' 39-378"
Figure 6: Heritage®, Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
{ I -
e _
1 '
I PAINT
y 4INE�.
7-7f8" _ --}NAIL-ZONE
EDGE OF
6-118" COMMON
BOND'
AL
EXPOSURE
OND-
EXPOSURE
S-sl8"-
ELL
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONGIEDGE.OF
-COMMON BOND
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
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 thisreport 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 t
Asphalt Shingles
TECHNICAL SERVICES,LLC j
Heritage®Premium Basic Wind Speed(Vut): Max. 194 mph
(Frederick) 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. f
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. I
i
Underlayment: In accordance with FBC requirements. I
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions wheninstalling.
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:
i 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.
. NAIL,ZONFJ
FASTENERS COMMON BOND
[EVdSURE.5"
1 �-- 11"--►�-- 1211 --►�-11��� �
Figure 8. HeritageO Premium(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
T IT
61/2n
EXPOSURE S°
VL- �-91/24i 9"'�n 91/2u I4-1 u
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
r
TBF15001.4 FL18355-R4 Page 6 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.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles j
i
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed(Vut): Max: 194 mph
(Frederick). Basic Wind Speed(V,,d): Max. 150 mph i
Deck(Non-HVHZ): In accordance with FBG requirements; j
Solidly sheathed min. 15132 in.'plywood or wood plank for I
new construction; Min.W16 in_OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
j 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 ;
instruction's. Shingles shall.be attached-using either"4.Nail
Pattern"ort Nail Pattern"detailed below.
f
f
i
NAIL ZONEI
FASTENERS . COMMON BOND
5-112" EXPOSURE V
� 1'� �.- 11" .-�►�-�2-3/8"�--�- 11" ---r� �-1"
Figure 10.. Heritage@ Woodgate(Frederick)
4.Nail Pattern(non-HVHZ only)
f.
'i
NAIL ZONF1
COMMON BOND
* FASTENERS
5.112 EXPOSURE 5"
V �-9-112" -3' -9�/8"--44.3+9-112"-►I �-1"
Figure 11. Heritage@ Woodgate.(Frederick) .
i 6 Nail Pattern
I
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.
Rj`� TAMKO BUILDING PRODUCTS f
Asphalt Shingles
TECHNICAL SERVICES,LLC j
Heritage®Vintage® Basic Wind Speed(V,,,,): Max. 194 mph
(Phillipsburg) Basic Wind'Speed(Vegd): Max. 150 mph i
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; j
Solidly sheathed min. 15132 in. plywood or woad 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 T Nail 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 Nail
Pattern'or°6 Nail Pattern"detailed below.
4CP _
y JUgmat Exposure
rmmm z Mtch
Fastenas
- - - ---- - -- - - - ori
t 17-12°
t
&pposure
' -41A•--►�1--?iAl'—t�-9.116'—�!1--9R1/S
•1 '1
Figure 12. Heritage®Vintage®
5 Nail Pattern(non-HVHZ only)
40� mum
Nrrtd1
rgo."
1rq«
6,. Fasmnm Nol
- - - - - - - - - - -- Ione
17-1/T
• r
' 6gcsum
i
. .�.�—:7J/i' Tali' 7311—►�-7j/3'
! Figure 13. Heritage@ Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 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 otherproduct attributes that are not
specifically addressed herein.
CREEK TAMKQ BUILDING PRODUCTS.
Asphalt Shingles
TF_ck 1CAL'SERv1cES,LLC
Hip&Ridge Basic.Wind.Speed(Vuir): . Max. 194 mph }
(Frederick&Joplin) Basic Wind Speed(Vasa): Max.150 mph
Deck.(HVH4: In accordance'wiith FBO requirements;
Solidly sheathed min. 19/32 in. plywood or wood.plank for
new, construction; Min. 15%32 .in.- plywood existing. #
;construction.
Deck,(N6n-HVH2): In accordance with.FOC requirements; I
Solidly sheathed min, 1.5/32 in. plywood or wood plank for
new construction;Min.7/16 in.,OSI3 existing•construction. j
Underlayment: In accordance with FBC requirements.,
Min:slope: 2:12'and in accordance with FBC requirements.
Installation: Installed with 5-18 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 5-1/8" exposure
-Iiere.
Start
i
Figure a. here exposure
\ ? FastenerFastener
518
Figure 2 4n Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
i .
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
specifca:11j'addiesse.d herein:
REEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TlEtHN[IdAIL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vmc): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd):. Max. 150 mph f
In accordance with.FBC requirements;
Deck(HVHZ): i
Solidly sheathed,min. 19/32 in. plywood or wood plank for I
new construction; Min. 15/32 in. plywood existing
construction. I
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 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
t
hereti
{
i
here 5" exposure
Figure 1
lip V
Fastener
Fastener �5-1/2"
r ~5-1/2"
Figure 2 1L4" Figure 3
Figure 15. Vintage®Hip ARidge(Phillipsburg)
TBP15001.4 FL18355-R4 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 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 SERVICE'S,LLC
LIMITATIONS
1) Fire Classification isnot 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. j
'6) Shingles shall be,installed starting at the eave in horizontal layers'such that,the laps shed water from the
deck.
7) Instaliation 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 611320-3.
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.
R.
N S 9iFs' 2017.09.25
No 74021 = 11 :31 :41
} *: :*
STATE OF ��/ ' —041001
'i Off• �� Q P ���� Zachary R..Priest, P.E.
R ��� Florida Registration No.74021
ON A�� ,�� Organization No.ANE11669
I
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,not 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 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.