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g - i• FL FL1654-R24 `JAN'0 31020 1`
Application Type Revision
Code Version 2017 permitting Department
Application Status Approved St.Lucie County
Comments
Archived
Product Manufacturer POLYGLASS USA 1
Address%P.hone/Email 1111 W.Newport Center Drive
Deerfield Beach,FL 33442.
(954)233-1330 Ext 242
malpert@polyglass:com
AuthoHzed Signature Maury Alpert L
malpert@polyglass.com I COPY
Technical Representative Maury Alpert
Address/Phone/Email 1111 W.Newport Center Drive I G 11I/ ® �®
Deerfield Beach;FL 33442 c
(912)429-86.10
MAipert@polygass.com CODE COMPLIANCE
Quail ty Assurance Representative ST. LUCIE COU 1
Address/Phone/Email I OCC I� 20
f
r Category Roofing
` Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License, PE-59166.
Quality Assurance Entity ULLLC
Quality Assurance Contract Expiration Date .09/13/2021
Validated By John W.Knezevich,.PE
71 Validation Checklist-Hardcopy Received
I ,
Certificate of Independence FL1654 R24 COI 2019 01 COI NIEMINEN.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2008
ASTM D6163 2008
ASTM D6164 2011
ASTM D6222 2011
ASTM D6509 2009
FM 4470 2012
FM 4474 2011
UL1897 2012
Equivalence of Product Standards
Certified By
https://floridabuilding.org/pr/pr_app_dtl:aspx?param=wGEVXQwtDgvgqu2w%2bnFgUPv... 8/16/2019
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Florida Building Code Online j Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/12/2019
Date Validated 04/14/2019
Date Pending FBC Approval 04/19/2019
Date Approved 06/18/2019
Date Revised 08/12/2019
i
Summary of Products
i
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems
Modified Bitumen Roof
Systems }
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1654 R24 II 2019 04 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R24.pd
Impact Resistant:N/A Verified By:Robert Nierninen PE-59166
Design Pressure:4VA/-622.5 Created by Independent Third Patty:Yes
Other: 1.)The design pressure In this application Evaluation Reports '
relates to one particular assembly over concrete FL1654 R24 AE 2019 04 FINAL ER POLYGLASS MODBIT FL3654-
deck.Refer to the ER Appendix for other systems R24.DdF
and deck types.2.)Refer to ER,Section 5 for Created by Independent Third Party:Yes I
other Limits of Use, s
Back Next {!
3
Contact Us::2601 Blair Stone Road,Tallahassee R 32399 Phone:850-487-1824 l
Tne State of Florida is an AA/EEO employer.Copyright 2007-2013'State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement _ t
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 `
mal to this entity:Instead,contact the office by phone-or by traditional mail.If you have any questions,please contact 850AS7.1395.-Pursuant to Section 455.275 E
(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 fEyou are a licensee under Chapter 455,F.Sy please j
dick hem.
Product Approval Accepts:
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*NEMOletc.
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TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 5
1B Wood New or Reroof(Tear-Off) A-2 Mach.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof.Cover 10-11
-1D Wood New,Reroof(Tear=Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
1E Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 12-14
1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 15-18
1G Wood New or Reroof(Tear-Ofo E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 18-22
1H Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws.&plates),Bonded Roof Cover 23-28
11 Wood New or Reroof(Tear-Off) F, Non-Insulated,Bonded Roof Cover .29
2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30-32
2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33-37
2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 38-39
2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 4041
3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 42-50
3B Structural concrete New or Reroof(Tear-Off) F Nan-Insulated,Bonded Roof Cover 50
4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 51-53
4B Lightweight concrete New or.Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation;Bonded Roof Cover 54
4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 55-58
5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded'Insulatlon,Bonded Roof Cover 59
5B Cementitious wood fiber New,Reroof(Tear-Off)or Recover A=2_ Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 60
5C Cementitious wood fiber New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 61
5D Cementitious wood fiber New,Reroof(Tear-Off)or Recover -C Mech.Attached Insulation,Bonded Roof:Cover __ _ 61
5E Cementitious wood fiber New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 61.
6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation;Bonded Roof Cover 62-64
6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 64
6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,:Bonded Roof Cover 64
6D Existing gypsum Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover, 64
7A Various Recover A-1 Bonded Insulation,Bonded Roaf Cover 65-69
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 69
The foliowlnx notes apply to the systems outlined herein:
1. The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction.
Load resistance of the roof deck shall be documented through.proper codified and/or,FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
>Wood: Minimum 0.75-inch penetration.
> Steel: Minimum 0.75-inch penetration and engage the top flute of the'steel deck.
>Structural concrete: Minimum 1-inch embedment into pilot hole In accordance with fastener manufacturer's published installation Instructions.
NEMO ETC,LLC — __ _ Evaluation Report P9290.D2.09-R22 for'FL1654-R24''
Certificate of Authorization#32455 - -6T"EDITION(21117)FBC NON-HVHZ EVALUATION -Revision 22:04/11/2019_
Prepared by: Robert Nieminen,PE-59166 Polyglass,Modified Bitumen Roof Systems,(954)233-1330 Appendix 1,Page 1 of 69
MEMO I etc.
14. Lightweight Insulating Concrete(LWC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced,refer to current LWC
Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWC Is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat
thickness is 2-inches. For LWC over structural'concrete,reference Is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWC-references,listings were established through testing over lightweight concrete cast
using only foaming agent(ASTM;C896),water and Portiand cement(ASTM C350),with no proprietary additives,In accordance with procedures adopted by Miami-Dade BCCO(FBC CER3592). Unless otherwise noted,
use of these listings In new constructlon or re-roof(tear-off)applications is atthe discretion of the Designer or Record and Authority Having Jurisdiction.
15. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
'?RkS1.qSj!90�COVERS
REFERENCE LAYER MATERIAL APPLICATION
BP-AA Base Ply One or rnore plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II Hot Asphalt at 20-40
(Base and Ply sheets, Ply One or more piles Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI lbs/square
Asphalt-Applled) Note: Asphalt-applied sheets or Insulation shall not be applied to poly)llm surfaced membranes:
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT PG350 at 1.5-2.0
SBS-CA1 Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 Gjlastoflex 56,6 FR,Elastoshield TS G,Elastoshield TS al/square
Cap Ply G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) 9
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex 56 HP Polyplus 35 at 1.5-2.0
SBS-CA2 Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS
Cap Ply. G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
Base Ply or Ply One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Elastoflex
SBS-AA S6 HP,Elastoshield HT Hot Asphalt at 20-40
{SBS,Asphalt-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V GTR,Elastoflex S6,Elastoflex S6 HP,.Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G, lbs/square
Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko.G SBS FR(sand-backed)
Note: Asphalt-applied sheets or insulation shall not be applied to poly film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield HT
(SBS,Torch-Applied) Cap Ply Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS G, Torch-Applied
Elastoshield TS G FR,Polyfresko G SBS(poly-film.backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA'V,Elastoflex SAV FR,Elastoflex SAV Plus,Elastoflex SA V Plus FR. _
SBS-SA Cap Ply Elastoflex SA P,Elastollex SA P FR,Polyreflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase poi/sand)or Elastobase(poly/poly).
PG350 at 1.5-2.0
APP-CA1 Cap Ply Polyflex G FR
gal/square
APP-TA Base Ply or Ply One or more plies Polyglass Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polyborid G,Polyfresko G,Polyfresko G FR
APP-SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool
Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to the SBS-SA Base Ply options here!", Self-Adhering
(APP,Self-Adhering) Elastobase(poty/sand)or Elastobase(poly/poly).
___--— -- --- NEMO:ETC,LLC- - - --- Evaluation Report P9290.02.08-RZ2 for FL1654-R24
Certificate of Authorization#32455 6M EDITION(2017)FBC NON-HVHZ EVALUATION- - - Revislon 22:04/1112010 =
Prepared by: Robert Merriinen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)•233-1330 Appendix 1,.Page 3 of 69
MEMO etc.
' B W® ® e• • • ! •
® B \ 0 0
System Deck(Note i) Primer Roof Cover(Note 15) MOP(psfl
No. Joint Treatment Base Ply Ply Cap Ply
APA rated,7/16 OSB oints are covered with 4-inch wide strips of Elastoflex SA V,rolled into lace to Elastoflex SA V.Plus or
W-18Z CAT,0.418 In., None j P P (Optional)SBS SA,585- SBS-SA,'APP-SA,SBS -52.5
Exposure I OSB create continuous bond, Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA _
Min.15/32-Inch
W-18& Narie None, (Optional)SBS-SA,585- S65-SA,APP-SA,SBS-
plywood SBS-SA TA,APP-TA TA,APP-TA .-90.0
W-184 Min.15/32-Inch 0 PG100 None
plywood ( P tional) Polyflex SA Base (Optional)APP-TA APP-TA -90.0
W-185 Min.15/32-Inch PG100 None.
SBS-
plywood SBS SA
(Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- g7 5
TA,APP-TA TA,APP-TA
Min.15/32-inch Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Into Elastoflex SA V or (OptlOnal)SBS-SA 585- SBS-SA,APP-SA SBS-
plywood
BS 97 5
W-186 I ood (optional)PG100
p yw place to create continuous bond. Elastoflex SA V FR TA,APP-TA TA,APP-TA
Min.15/32-Inch POLYBRITE 745 or
W-187 None SBS-SA (Optional)SBS-SA,585- SBS-SA,APP-SA,SBS-
plywood
BS
plyvood WB3000
TA,APP-TA TA,APP-TA -105.0
W-188
Min.15/32-Inch {Optional}PG100 Plywood Joints are.covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS-, SBS-SA,APP-SA,SBS- 135.0
plywood place to create continuous bond. Elastoflex SAV.Plus FR TA,APP-TA TA,APP-TA
W-189 Min.15/32-inch Plywood joints are covered with 4-Inch wide strips of Elastoflex SA V Plus,rolled into
plywood (Optional)PG100 place to create eoritinuous bond. Polyflex SA Base (Optional)APP-TA APP-TA -135.0
NEMO ETC,LLC - — _
- _ - - Evaluation Report P9290,02.08-R22 for FL1654RZ4
Certificate of Authorization N32455 e"EDITION(2017)FRC NON-HVHZ EVALUATION Revision 22:04/11/2019--
Prepared by: Robert Nieminen,PE-59166 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 29 of 69
rloHda Building Code Oniine i rage 1 or
use
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Product Aogmval Menu>Product or Aooltcallon Search>Agpiication Ust>Application petal! '
_ ;r FL# FL38355-124 h
Application Type Revision
Code Version 2017
Application Status Approved
Comments.
Archived 0
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 Kerr!Eden
kerri_eden@tamko.com
Technical Representative Kerr!Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
f
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
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
ti
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
E/i Validation'Checklist-Hardcopy Received
Certificate of Independence FL183S5 R4 COI TBP15001 4 2017 FBC Eva[Report Shinales final p'df
Referenced Standard and Year(of Standard) tau and Year
i
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 Eouly UL letter for standards for FBC 2017.odf
Sections from the Cade
y
https:!/www.flaridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/312018
- j
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Florida Building Code Online i Page 2 of 2'
Product Approval Method Method 1 Option D
Date Submitted Og/25/2017
i
Date Validated 69/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products,
I
FL# Model,Number or Name Description
18355.1 Blass-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 HVHZ:Yes FL18355 R4,II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVMZ:Yes final.0
Impact Resistant:NIA 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
FL183S5 R4"AE TBP15001 4 2017 FBC Eval Repprt
Shingles ftnalpdf
Created by Independent Third Party:Yes
Badc. next '�
Contact Us::26DI Blair Stone Road Tallahassee Ft 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida_,:Privacy statement::AccPssibii{tv Statement::Refund Statement ,I
Under Florida law,email addresses are public records.Ir,you do not want your e-mail''address released in response to a public-records request do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail:If you have any questions,please contact 850.487,1395.*Pursuant to
Section 455175(D,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 emaits provided may be used for official communication with the licensee.However email addresses_are public record.If you do not wish to.';
supply a personai address,please provide the Department with an email address which an-be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,pleasedick here.
Product Approval Accepts:
®L�' iGta
Credit,Cafd
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https://www.floridabuilding.or-g/pr/pr app dfl.aspx?param=wGEVXQwtDgt vosrHazGXQ... 1/3%2018
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_ i 1
CREEK
Certificate of Authorization No.29824
17520 Edinburgh Dr
Tampa,FL 33647
T1EC)E-1fNIC.AL.SERVICES, LLC.`. (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2097
220 West 4"Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1. 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technoiogies(TST5878) TAP=051-02-01 TAS-100 1995
PR!Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878).. TAPA 31-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-41 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-28D-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRE Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02=01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC.(TST9628) 02NK9507 ASTM D 3161 2019
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2068(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 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM.D 3462 2010A
UL-ILC(TST9628) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(T8T9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 i Calculations 2017
TBP150011.4 FL18355-R4 Page 1 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.
f
' U
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION.
Elite Glass-SeaM 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 12-1/4' 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 12-1/4"x 36",ASTM D 7158, Class H self-sealiing,-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
13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
',,(.D"4allas,:.Frederick,_ reinforced, laminated architectural asphalt shingle surfaced with mineral granules
lin,Thiltiosburg.4 complying with ASTM D 3462.
,.Titscafdosa)
Heritage@ Premium 13-1/4" x 39-3/8' ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass j
(Dallas,Frederick, -reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
Heritage®Premium -12" x 36", ASTM b3i6l, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heriftage@ Vintage® 17-1/2"x 40",ASTM D 3161,Class F and ASTM ID 7158,Clasp H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral I 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) asphaltshingle 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 8161, 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 316*1, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 provided for State of Florida FL18355-R4 Page 2 of 11
This evaluation report is product approval under Rule 91 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.
i
z
CREEK. TAMKO BUILDING PRODUCTS
Asphalt Shingles
i .
TLCt-IPIICAL SEIRVICES,LLC
INSTALLATION
Elite GlassSeal@ Basic Wind Speed(Vu,i)- Max: 194 mph t
(Frederick,Joplin& Basic Wind Speed(Vasd): Max; 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15732 in. plywood existing
(Frederick,Joplin'(Non- constriction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for i
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 j
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 1
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail 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 - ........... ......._.------ _.... 6-718
Area
5-1I8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only) �I
NAILS
.:
Nailing -
Area - -- -- _ - -------_ ------.._
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001 A FL1055-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 change's 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
t
TAMKO BUILDING PR6bUtfS
p
HCREEK As 'halt Shingles
TECHNICAL SERVICES, LLC
Hedtage@,) Basic Wind Speed(V„rt): Max.194 mph
(Dallas,,Frederick,Joplin'. Basic Wind Speed(V,,d): Max. 150 mph,
Phillipsburg&Tuscaloos�) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed:'min. 19/32 in. plywood or wood plank for
HeriMge@ Premium new construction; Min. 15132 in. p"dod 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) Uriblerlayment: In accordance-with FBC naquirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufactunirs,appl.i6ation 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 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 manufacturer's publishe d installation
instructions. Shingles shall.be attached using either"4 Nail
Pattern'or"6 Nail Pattern"detailed below-
FASTENERS /NAIL ZONE GOMMON
BOND
Easu RE 6-6/8"
if -1
1 [011— 12-11211 12-3/811 12-112'
Figure.3, Heritage®,Heritage@ Premium,and Heritage@)Wobdgate(Dallas)
4 Nail Pattern(non-HVHZ only)
N
FASTENERS AIL ZONE
COMMON
BOND
61
POSURE 5-61811
7-1
Figure 4. Heritage®&Hehtage,V Premium
6 Nail Pattern
TBF115001.4 FL18356-R4 Page 4 of 11'
This,s evaluation repos is provided for State of Florida proquat approval Under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout theAuration 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
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CREAK I TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE(
ASTENERS COMMON BOND "
T a
EXPOSURE 5 518"
1'" �7-1/2'�-7-112'!�►�-7-3/8'�M�!7-1/2�►�F-7-1/2� �--1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
-►�P'1";F12-1/2, <-12-112 6j,i1,1�
!
Common Bond
FASTENERS
r {h f
SR
�o m
v
39-318"
Figure 6. Heritage®, Heritage®'Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern)
PAINT
LINE
7-718" --- = - - — — —_INAI L
ZONE
' - -EDGE OF
6-118" COMMON
A_ BOND
EXPOSURE
5-518"
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG-EDGE 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 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. j
1
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- � II
TAIVIKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Premium Basic Wind Speed(V,11): Max. 194 mph
(Frede rick) Basic Wind Speed(Vasa): Max. 150 mph
Deck(WHZ): 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\A4th,FBCXequirements:,
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 feqUirement&
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturdt'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 manufacturers published installation instructions.
Shingles,shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in- exposure in accordance with FBC
requirements and manufacturer's published -installation
instructions. Shingles shall be attached using either°4 Nail
Pattern"or"13 Nail Pattem"detailed.below.
NAIL ZONE/
FASTENERS DOMMON BOND
V/2 IXPOSURE 511
I" 11 12
Figure El. Heritage@)Premium(Frederick)
4 Nail Pattern(non-;HVHZ only)
NAIL ZONEI
COMMONBOND
FASTENERS
V.
T
51/2" EXP>3 SURE 5"
911---+-3+91/2L. 111-11
Figure 9. Heritage@ Premium,(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 1.1
This evaluation report is provided for State,of Florida product approval under,Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,•LLG 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 th t are not
ot
specifically addressed herein.
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C l t� I TAMKO BUILDING PRODUCTS
LAM Asphalt Shingles
f101111111111111111TECHNICAL SERVICES,LLC
Heritage@ Woodgate Basic Wind Speed(Vut): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(Non-HVHZ): In accordance-with FBG requirements;
Solidly sheathed!min. 15/32 in. plywood or wood plank-for
new:construction;:Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 2112.
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.
h
NAIL ZONE/
FASTENERS COMMON BONG
EXPOSURE 5"
TLA 11" —+-12-3/8"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
i
NAIL ZONFJ
COMMON BOND
+ FASTENERS
r 112, EXPOSURE 5"
1 4L
Figure 11. Heritage®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.
,I
i
II
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Vintage® Basic Wind Speed(Vult): 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): lr(accordancewith FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB;existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements, Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 2112.
lnstallation.(HVHZ): 'Installed with 5,in. exposure in accordance with'RAS,115
and manufacturer's published installation instructions.
Shingles shall be attached using '6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Patlern"or"6 Nail Pattern"detailed below.
4d'
rxposure
'j-0, — Notch
re
Exposure �
71
t
Figure 12. Heritage&-Vih,ageO
-5 Nail Pattern (non-HVHZ only)
Notch
Famems
Zorw
17-11r
164
Figure 13. Heritage®Vintageo
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 Sdrvices,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.
.: KWCREEDING'PRODUCTS
TAMKO BUILAsphalt Shingles
TF-cHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V.,,): Max. 194 mph
(Frederick&Joplin) 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. 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 51-1/8 inch 'exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction o'f the exposed end shall be away from the
prevailing wind,
Direction of prevailing wind
4—
tarert 5-1/8" exposure
—
Star
rL
Figure 1 here
5-118"exposure
of lot
S.A
Fastener
�j' F'aste-ner
Figure 2 1/4" Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TSPI6001.4 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.n6t express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SwRVlcEs,LLC
Vintage®.Hip.&Ridge Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) 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; Mini. 15/32 in. plywood existing
construction.
Deck(Noxi-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: do 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
hearer 5" exposure
' !I
Start
here
Figure 1 51
1
exposure
{
� �kr
astener Fastener
'5-1/2If
�j
l'
Figure 2 IM Figure 3
Figure I.S. Vintage@ Hip&Ridge''(Phillipsburg)
i
TBP15001.4 FL18355=R4 Page 10 of 1.1
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.
I
I�
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
W-ITECHNICAL SERVICES,LLC
i
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 3a 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)
ess:5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting,at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this,'report, the FBC, and the manufacturer's
P
instructions. Where discrepancies exist between these sources, the more restrictive
ublished application. P
and code compliant detail shall prevail.
manufactured under a quality assurance program in compliance with
rt shall be ma P 9
8) ,All productslisted,inthls repo q, tY
Rule 611320-3'
COMPLIANCE STATEMENT
The products evaluated.herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6"'Edition(2017)as-evidenced in the referenced documents submitted by the named manufacturer.
R.
' ,,���I�a►►►►�����
PRG E N F%sem-. 2017.09.25
No 74021
11 :31 :41
-04'00'= * = W YN�bLwI0.YNn ii
�= _04'00'
:13STATE OF
0'.
T A,� N_�.` Zachary,R. Priest, P.E.
'�,�5 • 0 R X
• • � Florida
Registration No.7402
1
�S/ON LE�� Organization No.ANE11669
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 i
this evaluation.
Zachary R. Priest, P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products,
i
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 reportdoes not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed.herein.
I�
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r lit
4
Fla°
SCIS Home i Log In I User Registration Hot Topics i Submit Surcharge Stats&Facts Publlcatlons j FBC Staff BCIS Site MapLinks i Search"'
Florida
ProduLl Approval
�-• USER:Public User V 1
t�=i:=sraiv'.
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL123287R8
=�
Application Type Revision �+
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer TAMKO Building'Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802.
(417)624-6644 Ext 2305
kerri_eden@tamko.com
i
Authorized Signature Kerr!Eden
kerrt_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrLeden@t6mko.com
I
Quality Assurance Representative
Address/Phone/Email
Category 9 rY Roofing
Subcategory Underlaymenfs
�I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
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 P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence EL12328 R8 COI TBP14001.4 2017 FBC Eval Report TAMKO
Underlavments finai.odf
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
j
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Sections from the Code
i
Product Approval Method Method 1 Option D
Date Submitted 10/05/2017
Date Validated 10/19/2017
Date Pending.FBC Approval 10/20/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12328 RB II TBP14001.4 2017 FBC Eval Reoort TAMKO
Approved for use outside HVHZ:Yes Underlayments final.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
F02.328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO
Underlayments final.Ddf
Created by Independent Third Party:Yes
12328.2 ASTM Tile Underlayment Coated organic underlayment
Limits-of Use Installation Instructions
Approved for use in HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Underlavments final.Ddf
.Impact Resistant :_N/A Verified By.Zachary R.Priest 74021
Design Pressure:N/A Created
by I ndependent Third Party:Yes
Other:See evaluation report for'llmits of use. Evaluation Reports
FL12328 R8 AE TBP14001.4 2017 FBC Eva]Report TAMKO
Underlayments final.pdf
Created by Independent Third Party:Yes
12328.3 Master Smooth Asphaltsaturated organic underlayment.
'.Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12328 R8 II TBP14001.4 2017 FBC Eva]Report TAMKO
Approved for use outside HVHZ:Yes Underlayments 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
FL12328 R8 AE TBP14001.4 2017 FBC Eval Reoort TAMKO
Underlayments final pdf
Created by Independent Third Party:Yes
v
12328.4 Moisture Guard'. A self-adhering modifiedbitumen underlayment.
Limits of Use" Installation.Instructions
Approved for use in HVHZ:Yes Eli 2328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO
Approved for use outside HVHZ:Yes Underlayments final pdf
Impact Resistant:N/A Verified By:.Zachary R.Priest 74021
Design Pressure:N/ACreated,by Independent Third Party:Yes ;I
Other:See evaluation report for limits of use. Evaluation Reports
FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO
Underlayments final.pdf
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 FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Underlayments final.gdf
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
FL12328 R8 AE TBP14001.4 2017 FBC Eval Recort TAMKO
Underlayments final.Ddf
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 R8 II TBP 14001.4 2017 FBC Eval Repo TAMKO
Approved for use outside HVHZ:Yes Underlayments final..df
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I
- � II
Impact Resistant:N/A Verified B Zachary R.Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaivation Reports
FLV2328 R8 AE-TBP14001.4 2017 FBC Eval Report TAMKO
Underlayments.final,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 FLi2328 R8 1I..76PI4001.4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Qnderliayments'final,pd
Impact Resistant:N/A Verified By:Zachary R.Priest 74021
Design Pressure:N/A Created byindependent Third Party:--Yds
Other:See evaluation reportfor limits of use. Evaluation Reports
FL12328 R8 AE TBP14001A 2017 FBC Evai Report TAMKO
Underlayments firial.Dd
Created by Independent Third Party:Yes
12318.8 No.30 UL Asphalt saturated organic felt
Limits of Use Installation Instructions
Approved for use in-HVHZ-'Yes FLI 328 R8 11 TBP14001.4 2017 FBC Ey-al Report TAMKb
Approved for use outside HVHZ,Yes Underlayments t1nal.od
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
F 1M8 R8AE TSP14001,4 2017 FBC Eval Report TAMKO
Underlayments final.0
Created by Independent.Third Party:Yes
f
12328.9 TAM-FELT Alternate to ASTM D 226,Type II underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL 2328 R8 11 TBP14001.4 2017 FBC ffitil Report TAMKO.
Approved for use outside,HVHZ:Yes Underlayments final,nd
Impact Resistant:N/A Verified,By:Zachary.R.,Priest PE-74021
Design Pressure:NIA Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
Ft 1 328 R8 AE TBP 14001.4 2017 FBC Eval Report TAMKO
Underlayments final,od
Created by Independent Third Party:Yes
17328.10 TW Metal and-rile Underlayment self-adhering modified bitumen underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI 12328 R8.11 TBP14001,4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Underlayments final,Dd
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,42328 R8 AE TBP1400I.4 2017 FBC Eval Report TAMKO
Underlayments final,od
I Created by Independent Third Party:Yes
12328.11 TW Underlayment self-adhering modified bitumen underlayment
Limits of Use Installationni Instructioins
Approved for use in HVHZ:Yes Ft 12328 R8 JT TBP14001.4 2017 FBC Eva[Report TAMKO
Approved for'use outside HVHZ:Yes Underlayments final.od
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
El 12328 R8 AE TBP14001.4 2017. FBC Eval Report TAMKO
Underijivirrients final.pd
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-4§7-18
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement Refund Statement
Under Florida law,email addresses are public records.if you do not want your e-mail address released in nesponie to a public-records request,do not send electronic
mail 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.Fmust provide the Department with an email address If they have one.The
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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
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Product Approvel Accepts:
Certificate of Authorization No. 29824 „
CREEK17520 Edinburgh Drive
Tampa,FL 33647
'TECHNICAL SERVICES, LL (813)480-3421C
so-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6P EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2017
P.O.Box 1404
Joplin,MO 64802
(417)624-6644
hftp://www.tamko.com
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Underlayments
Code Sections: 1507:1.1
Properties: Physical properties
PRODUCT DESCRIPTION.
TAMKOO ASTM Slate ASTM D 6380,Class M,Type 11 underlayment constructed from organic felt saturated
Surfaced Roll Roofingwith asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO@)ASTM Tile ASTM D 6380, Class'M,Type II underlayment constructed from an organic felt saturated ,
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
TAMKO@)Master ASTM D 6380,Class S,Type IV underlayment constructed from an organic felt saturated I
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's
Guard® with a mineral. surfacing and a removable release film on the adhesive side ,and'
removable selvedge release tape.
TAMKOS 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
ii
TAMKOG}.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
i
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. elt
TAMKO@ No.30 UL ASTM D 226,Type 11 underlaymerit constructed from a non-perforated organic felt that is'i
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.
TAMKO@)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.
TBP14001.4 FL12328-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.
.i
' �I
TAMKO BUILDING PRODCUTS INC.
CREEK TAMKO Underlayments
TECHNICAL SERVICEs,LLC
TAMKO@ TAM-FELT Alternate to ASTM D 226,Type I and Type 1.1 underlayment constructed from a non-
perforated organic felt that is saturated with,asphalt
APPLICATION METHOD
Installation shag be in accordance with the published manufacturer's installation instructions, the FBQ 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 undedayment application.
The roof deck shall be constructed of closely fitted plywood sheathing for new or exisfing,construction. Plywood deck
shall 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 50'1 except as follows:.
a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKO@ TW
Underlayment shall be 4WF. - I
b) The minimum application temperature of TAMKO@ Moisture Guard@ shall be 35°F.
The minimum roof Slope shall be in accordance with FBC requirementsexcept as follows:
a) The minimum slope of TAMK08,ASTM Slate Surfaced Roll Roofing shall be 2-12.
Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall
exposure exceed 30 days.
Exception: TAMKO@ TW Metal and Tile Underlayment may be exposed fora maximum 90 days.
Self-adhering underlayrnents may be adhered to primed or unprimed plY;WO od-substrates in the non-HVHZ.
All roof covering shall be mechanically-fastened through the underlayment to the roof deck.
Allowable Roof Coverims: Metal Roof Mineral' Wood
Asphalt Panels and Surfaced..Roll Shingles and Slate Clay and
Underlaymeht Shingles Shin6les Rdofii4 'Shakes Shingles Concrete Tile
TAMKO(D ASTM Slate Y, N N N N Y
Surfaced Roll Roofing
TAMKOO.ASTM Tile. N N N N N Y
Underlayment
TAMKOO Master Smooth Y, N N N N N
TAMKOOMoisture'Guard@ Y, N N N N N
TAMKO@)No.16 ASTM
Asphalt Saturated Organic Y Y Y Y7 N N
Felt
TAMKO@ No.15.1,11_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(g).No.30 UL Asphalt Y Y Y N Y N
Saturated Organic Felt
TAMKO@ TW Metal and Tile Y Y N N N Y
Underlayment
TAMKO@)TW Underlayment Y Y N N N N
TAMKO@ TAM-FELT Y_J N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP14001A FL12328-R8 Page 2 of 4
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 PRODCUTS,INC.
CREEK TAMKO Underlayments
TECHNICAL SERvicEs,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation,
3) Installation of the evaluated,prodOct shall comply with this report,the FBC,and the manufacturers published
application instructions. Where discrepancies exist betwddn 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 otherwise stated,the minimum 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 accordance with tfie.rrianufacturer s application instructions.
7) The under!ayment may be used as described in.other current FBC product approval documents.
8) The underlayment 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 611320-3.
REFERENCES
Enti Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAPA 921-02-01 ASTM D1 970 2015a
PRI Construction Materials Technologies(TSTW49) TAP-214-02-01 ASTM,D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D.226 nbig
PRI Construction Materials Technologies(TST6049) TAP216-02-03 ASTM D 6380 2003(2013)
PRI Construction Materials.Technologies(17ST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013)
ORI Construction Materials'Techhologles(TST6049) TAP-218-02-01 ASTM D 226 2009
PRI Construction Material I s Technologies(TST6049). TAP-219-02-01 ASTM D 226 2009
PRI Construction Mate rials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003'(2013)
PRI Construction Materials Technologies
chnologles(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
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Matedals,Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012
PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a
PRI Construction Materials-Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CAM69 ASTM D 226 2009
ii
is
TBP14001.4 FL12328-R8 Page 3 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.
I
TAMKO BUILDING'PRODCUTS,INC.
CREEKTAMKO Underlayments
TECHNICAL SERVICES,LLC
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6h Edition(2017}as evidenced in the referenced documents submitted by the named manufacturer.
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CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,,nor will ii 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 distributind products underthis 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
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END OF REPORT
TBP14001.4 FL12328-R8 Page 4 of 14
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 �.