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FL,# FL18355-R4
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 Kerri Eden
kerri—eden@tamko.com
Technical Representative Kerr[Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
ke r ri_ed e n@ to m ko.co m
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
t J 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
Validation Checklist-Hardcopy Received
Certificate of Independence FI-18355 R4 COI TBP15001.4 2017 FBC Eval Report Shinales final g_df
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 Eouiy UL tetter for standards for FBC 2017.odf
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online -rage-/- w
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/1212017
Summary of Products
FL# Model,Number or Name Description
18355.1 Glass-S61,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,.Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and,Ridge,and
Vintage Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ-.Yes FL18355 R4 11 TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pd
Impact Resistant:N/A Verified-Ely: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
FLI8355 R4 AE T$P15001A 2017 FBC Eva]Report
Shingles flnal.od
Created by Independent Third Party.,Yes
F---1 Ee_.�
Contact U 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of flarida,[$an AA/EEO employer.Copitilobt 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records 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 850.487.1395.2'Pursuant to
Section 455.275(l),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 ema is 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,,'lease 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 dick here
Product Approval Accepts-
MM r1miW150i 59q ecna
Credit Card
Safe
https://www.floridabuilding.org/pr/pK__app_4tl.aspx?param=WGE-VXQwtDquvosrHazGXQ... 1/3/2018
Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (8113)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,e EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017
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 Shirigles
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
En& Report No. Standard Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 'TAS-100 1995
PRI Construction Materials Technologies(TST5878) TAP:.054-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PRI Construction Materials Technologies'(TST5878) TAPA 17-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction MaterialsTechnologies(TST5878) TAP-1 31-02-01 TAS 100 1995
PRI Construction Materials Technologies'(TST5878) TAP-165-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878). TAP-307-02-01 TAS 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 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM b3161 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 LLC(TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) IOCA64882 ASTM b 3161 2016
UL LLC(TST9628) IINK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24651 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(ANEI 1669) TBP15001.3 Calculations 2017
T13P15001A FL18356-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 durationfor which this report is valid.
This evaluation report does not express nor imply warranty,I installation,recommended use,or-other product attributes that are not
specifically addressed herein.
����,n�r TAMKO.BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUOT.DESCRIPTION
Elite Glass7$eal@ 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-sealing, 34ab 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.
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(QaIl[As,,.F�edeaick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Jbpti'n Pliilti'psbucg& complying with ASTM D 3462. 4
`-Tuscaroosa)
Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,.Frederick,. reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
HeritageO Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class;H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Vintage@ 17-1/2"x4b",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying.with ASTM D 3462.
Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced; hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D_3462.
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
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seat® Basic Wind Speed(V61t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasa): Max.150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly,sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in." plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly, sheathed min. 16132 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing-construction.
Underlayment: In accordance w'ith.FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles at slopesgreaterthan 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using '6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBG
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern'detailed below.
NAILS
......... ------------
Willing .............. 65-7ff
................. .........
Area
EW Edge
Figure 1. Elite GlassmSeal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
- --— - ---- --—------------ .........................
Atela
g' -,-6-7/8...... ...:.....:::... ......2.....---------........
Buft Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FLI 8355-R4 Page 3 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 PR6UU&S
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage& Basic Wind Speed(V41t): Max. 194 mph
(Dallas,Frederick,-Joplin, Basic Wind Speed(Vasa): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32'in. plywood or wood plank for
Heritage®Premium new construction; ' Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Nan-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15/32 in, plywood or wood plank for
Heritage@ Woodgate new construction; Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in:accordance with RAS
i,15 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 published installation
Instructions. Shingles shall be attached using either`4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
/GdMMON
BOND
U RE 6-6/8"
12-11211 12-31811 12-112' 11
Figure 3. Heritage@,-Heritage@ Prerniumi,and Heritage&Woodgat6(Dallas)
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
#/BOND
SURE 5-5/8"
Figure 4. Heritage@ Heritage@ Premium
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
TechriicalServices,LLC of any product changes or quality assurance changes throughout the duration for which this report 4s 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
CR K Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE/
g ter— FASTENERS-- a,-- COMMON BOND
6118° EXPOSURE 5 5/i3n.
1 �-7 '1"-1/2,-''�'-7-1l2'+7-3!$+-1/2+7-112ur �M--j't
Figure 6. Heritage@ Woodgate
6 Nall Pattern
—12-112"--->;1"�1"��
E
IQ Common Bond
FASTENERS
1 j b 7
�W 1
w
39-3t8+,
Figure& Heritage@,Heritage®Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattern
PANT
LINE
7-718" �__ INAlL.ZONE
6-118" -EDGE OF
COMMON
BOND
EXPOSURE
5-6I8"
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
COMMON-BOND
PREFERRED
.FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
(Vail pafterhs 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_ofany product changes'or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
HeritageO Premium Basic Wind Speed(Vlt): Max. 194 mph
(Frederick) Basic Wind Speed(Vasil): 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.
Uhderlayment: In accordance with FBC requirements.
Min.slope:
2:12 and in accordance with FBC requirements. Refer to
the manufactUrer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5'in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in., exposure in accordance with FBC
requirements and manufactu*s publishedinstallation
instructions. Shingles shall be attached using either
ther"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
_F
E 511
1211
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern(non-HVHZ only)
NAILZONEI
FASTENERS COMMON BOND
T51/2"
EXPOSE 5"
L
1-C-1
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
TSP15001.4 FL18355-R4 Page 6 of 11
This evaluation report is.proAded for State of Florida product approval under Role 6IG20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that-are not
specifically addressed herein.
DING PRODUCTS
CRTAMKO BUIL
EEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Woodgate Basic Wind Speed_(Vut): Max. 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 160 mph
Deck(Non-HVHZ): In accordance with FBG requirements;
Solidly sheathed min.,15132 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21.-_12.
Installation (Non-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 ZONE)
FASTENERS COMMON BOND
Af-
T
12" F I
EXPOSURE V
+
Figure 10. HeritageO Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
COMMON BOND
FASTENERS
t T_
EXPOSURE 5"
Figure 11. Heritage®-Woodgate(Fr6derick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 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
TF-cl-INIC' Al-SF-RvicEs,LLC
HorltageO Vintage(@ Basic Wind Speed(V.1t): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed thin. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): in accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in..OSB existing construction.
Underlayment: In accordance with FBG requirements.
Min.slope: 2:12 and in accordance with FBC requirements� Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21-:12.
Installation(HVHZ): Installed with 5 in. exposure in accordance with'RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure ex in accordance With FBC
.
requirements and- manufacturers published installation
instructions. Shingles shall be attach ed using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
lit 4d'
xlff�, t i
.c rxpopre
'Tldm�, I - Notch
Fastens
- — — — --- — — — —— — — — — —
rte
Exposure
9-1
Figure 12. Heritage@ Vintage@
6 Nail Pattern (non-HVHZ only)
L Alff
Aro-We
T
Fastmers
Zone
SIPk—
+
Figure l3. 1-116ritage@)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 other product attributes,that are not
specifically addressed herein.
PRODUCTS
CREEK TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vgt): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. 'plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance withFBCrequirements;
Solidly sheathed min. 15/32 in.'plywood or wood plank for
new construction; Min.7/16'in.08R existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 57-118 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
Stearn
5-1/8" exposure
h
III
Start
Figure I here 5-1/8"exposure
rt er ivy
C"AFLtener Fastener
-&Off
Figure 2411 Figure 3
1/
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other.product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Vintage@ Hip&.,Ridge Basic Wind Speed(Vint): 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; Min. 15/32 in. plywood existing
construction.
Deck,(Non-HVHZ)' In accordance,with.FBO 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.s16pp: 2:12 and in accordance with�FBC_
requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturers published installation Instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
4
Start 511 exposure
here-
111
Start
Figure 1 here 5" exposure
lot
Fastener
astener
seft
Figure 2 IMP Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.4 FL18155-R4 Page 10 of 11
This evaluation report is provided for State.of Florida product approval under Rule 61G20-3. The.manufacturer shall,notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes.tha.t are not
specifically addressed herein.
DING PRODUCTS
CREEK TAMKO BUILAsphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
11 Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158,applies to exposure B&C with a building'mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting,at the eave in horizontal layeM such that I the laps shed water from the
deck
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers
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,6ih Edition(2017)as.evidenced in the referenced documents submitted by the named manufacturer.
'R.11 p
jrrrr
,��� Q�'.�'P1 G 2017.09.25
No 74021
11 :31 :41
-04'00'
.0 STATE OF iZU-
Al4 0 R t pN Zachary R. Priest P.E.
Florida Reglstrati�n No.74021
'r/jjj0NAkM%%%%%' 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
this evaluation.
Zachary R. Priest,.P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E'does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP1 5001A FI-14355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid:
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
x
BCIS Home ;Log In j.User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS siteMapLinks Search 1!
Florida
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t? USER:Public User
Product Aooroval Menu>Product or Aoolieatlon Search>APolicatlon Us[>Application Detail
W li
a"a z�r FL# FL12328-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived p
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@ta m ko.corri
Authorized Signature Kerr!Eden
kerrL-eden@tarTiko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrL-eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Undedayments
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.
.L,, Validation Checklist-Hardcopy Received
Certificate of Independence FL12328 R8 COI TBP14001 4 2017 FBC Eval Report TAMKO
Underlavments final.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
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/05/2017
Date Validated 10/19/2017
Date Pendiny.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 FLf2328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ:Yes Underlayments final.bdf
Impact Resistant:N/A Verified By:Zachary R.-Priest 74021
Design Pressure:N A
g / Created,by Independent Third Party.Yes
Other:Bee evaluation report for limits of use. EvaluationReports
FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO
-Underlayments final.pdf
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 F1,12328 R8 11 TBP14001.4 2017 FBC Eva[Report TAMKO
Approved for use outside HVHZ:Yes Underlayments final.Ddf
Impact Resistant:N/A Verified By:Zachary.R.Priest 74021
Design Pressure:N/A Created by Independent Third Party:Yes
Otherr See evaluation report for limits of use. Evaluation Reports
FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO
Underl Vments final.pdf
Created-by Independent Third Party:Yes
12328.3 Master Smooth Asphalt saturated organic underlayment.
Limits of Use Installation Instructions
Approved for use in HVHZ:No EL12328 R8 II TBP14001 4 2017 FBC Eval 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 finai.odF
Created by Independent Third Party:Yes
12328.4 Moisture Guard A self-adhering modified bitumen underlayment.
Limits of.Use Installation Instructions
Approved for.use in HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eva]Report 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
FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO
Underlavments 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.Ddf
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 Eva[Report TAMKO
Underlayments final.nf
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 TBP14001.4 2017 FBC Eval Report 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
FLI 2325 R8 AE Tf3P1400I,4 2017 FBC Eval Reoort TAMKO
UnderlaymenUbnal.pd
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 FL12328 R8 11 TBP14001.4 2017 FBC Eval Report TAMKO
Approved for use outside HVI11Z.Yes Underlayments fln6l.r)d
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 Report TAMKO
Underlayments final.od
Created by Independent Third Party,Yes
12328:8 No.30 UL Asphalt saturated organic felt
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FLI 2M R8 11 TBP14001.4 2017 FBC Eval Report TAMKO
Approved for use outside HVHZ.Yes Underlayments flnal.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
FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO
Underlayments final.od
Created by Independent Third Party:Yes
12328.9 TAM-FELT Alternate to ASTM D 226,Type 11 underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12326R8 IT TBPI4001.4 2017 FBC Eval Report TAMKO
Approved,for use outside HVHZ:Yes Unde layments final.12df
Impact Resistant:N/A Verified By.Zachary R.Priest PE-74021
Design Pressure:NIA Created.by Independent Third Party:Yes
Other:gee evaluation report for limits of use. Evaluation Reports
Fl 1232B R8 AE TBP14001.4 2017 FBC Eval RrDprt TAMKO
Underlayments flnal.od
j Created by Independent Third Party:Yes
12328.10 TW Metal and Tile'Underlayment self=adherjng modified bitumen underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ*.Yes FL12328 R8 11 TBP1400I.4 2017 FBC Fval Reoort TAMKO
Approved for use outside HVHZ:Yes Underlaymel)ts finaLod
Impact Resistant:.N/A Verified By:Zachary R.Priest 74021
Design Pressure:NIA Created by independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports.
FL12328 R8 AE TBP14001,4 2017 FBC Eval Re ort TAMKO
Underlayments final.odf
Created by Independent Third Party:Yes
12328.11 TW Underlayment self-adhering modified bitumen underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12328 RS 11 TSP14001.4 2017 FBC Eval_Re_P_0_r_t_TAMKO
Approved for use outside HVHZ:Yes underlayments flnal.pd
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
FI R8 AE TQP1 001.4 2017 FBC Eval Report TAMKO
Underlayments final.r)df
Created by Independent Third Party:Yes
Bach Nax
Contact Us::2601 Blair Stone Road Tallahassee Ft.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CoUright 2007-2013 state of Florida.-.:privacy Statement:;Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records 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 455.275
(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails provided may be used for of communication with the licensee.However email addresses are public record.If you do not wish to supply a personal acidness,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please
click nene.
Product Approval Accepts:
"Tt
a
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6"'EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19, 2017
P.O. Box 1404
Joplin, MO 64802
(417)6246644
hftp:/twww.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 II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO®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.
TAMKO®Master ASTM D 6380,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.
TAMKO®.Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen.sheet membrane
Guard® with a mineral. surfacing; and. a removable release film on the adhesive side and
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
TAMKO..No.30 UL ASTM D 226,Type II 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.
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
This evaluation report.is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not'
specifically addressed herein.
CREEK TAMKO BUILDING PROD,CUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
TAMKO@)TAM-FELT Alternate to ASTM D 226,Type I and Type II Underlayment constructed from a non-
perforated organic felt that is saturated with asphalt.
APPLICATION METHOD
Installation shall be in accordance with the published.manufacturer'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 constructed of closely fitted plywood sheathing for new or existing 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°F except as`follows:
a) The minimum application temperature of TAMK00 TW Metal and Tile Underlayment and TAMKOO TW
Underlayment.shall be 40°F.
b) The minimum application temperature of TAMK00 Moisture Guard®shall be 35°F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:.
a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing.shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer'srecommendations, but in no case shall
.exposure exceed 30 days.
Exception: TAMKO®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-HVHZ.
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 Y' N N N N Y
Surfaced Roll Roofing
TAMKO®ASTM Tile N N N N N Y
Underlayment
TAMKO(D.MasterSmooth Y' N N N N N
TAMKOO Moisture Guard@) Y N N N N N
TAMK00 No.15 ASTM
Asphalt Saturated Organic Y Y Y Y2 N N
Felt
TAMKOO No.15 UL Asphalt Y Y Y YZ Y N
Saturated Organic Felt
TAMKOO No.30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKO®No.30 UL Asphalt Y Y Y N Y N
Saturated Organic Felt
TAMKOO TW Metal and Tile Y Y N N N Y
Underlayment
TAMKO(P TW Underlayment Y Y N N N N
FTAMKOO TAM-FELT Y N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP14001 A FL12328-R8 Page 2 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.
CREEK
TAMKO BUILDING PRODCUTS,INC.
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 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 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 eaves 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 the manufacturer's application instructions.
7) The underlayment may be used as described in other current FBC product approval documents.
8 The underla ment shall not t be installed over existing coverings.
in9 s.
_
9) Contact the manufacturer re ardiri ecific ex osure limits for each underla ment.
9 9s p P. y
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
. Rule 61G20-3.
REFERENCES
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTMD 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 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-217-02-01 REV ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D226 2009
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 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
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies.(TST6049) TAP-319702-01.1 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(rST9628) 13CA12269 ASTM D 226 2009
TBP14001.4 FI-12328-R8 Page 3 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.
i
MCRDING�° i' TAMKO BUILPRODCUTS,INC.
1.� i 1 TAMKO Underlayments
TECHNICAL SERVICES,LLC
COMPLIANCE STATEMENT
The products evaluated,herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,.6ti'Edition(2017).as evidenced in the referenced documents submitted by the named manufacturer.
E N ' 2017.10.19
No 74021 12:15:58
-10- -04'00'
�
:.. STATE OF :��`
°( O N ,.` Zachary R. Priest, P.E.
Florida Registration 021.
ON A_ ���, Organization No.A E0641
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.
1
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation.
Zachary R.Priest P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product
END OF REPORT
TBP14061.4 FL12328-R8 Page 4 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 reportdoes not express nor imply warranty,installation, recommended use, or other product attributes that are not
specifically addressed herein.