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I
jy� > FL# FL18355-R4
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
f
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Quality Assurance Representative
?y,.t 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
Quality Assurance Contract Expiration Date 10/18/2021
Validated By Locke Bowden P.E.
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final odf'
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Eauiv UL letter for standards for FBC 2017.pd
Sections from the Code
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 12/12/2017
Summary of Products
FL# Model,Number or Name Description
+18355.1 ' Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Reoort Shingles
Approved for use outside HVHZ:Yes final.odf
Impact Resistant:N/A Verified By: Zachary R. Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles
final.Ddf
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovr(oht 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
mall 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 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
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Product Approval Accepts:
mr-og RaweCtack a;;o
Credit Card
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Certificate of Authorization No. 29824
CREEK
17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4t"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
Entity 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) TAP-117-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 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 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 LLC(TST9628) I OCA50498 ASTM D 3462 2010A
UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2016
UL LLC(TST9628) I INK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2016
UL LLC(TST9628) 4787148748 ASTM D 7158 2011
ASTM D 3161 2016
ASTM D 3462 2010A
CREEK Technical Services LLC(ANE11669) T131315001.3 Calculations 2017
TBP15001.4 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4" x 36" ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
Frederick Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
(Frederick, P P 9 9 P
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, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg& complying with ASTM D 3462.
Tuscaloosa)
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)
Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 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 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 PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed (Wit): Max. 194 mph
(Frederick,Joplin & Basic Wind Speed (Vnd): 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
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 6-70
Area _... ............-.......-----------._---.....-.......------....----...... - --
5.118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
�1n 1n
Nailing ................... ....................... 6-718"
Area -....... __..:...__......_..-..-......--......--......
_....._-
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 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 PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed (V„ic): 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5-1/8 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
hStart h5-1/8" exposure
qn
Start
Figure 1 here 8.1/8"exposure
lip
Fastener Fastener
%-5-5/801 "go
Figure 21/4 Figure 3
rr
Figure 14. Hip & Ridge (Frederick&Joplin)
TBP15001.4 FI-18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not
specifically addressed herein.
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6'h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
o0PAY 'R',�°%11��i
NtisF�Fcr .,� 017.09.25
2
No 74021 - 11 :31 :41
:* -
-0400'
'.•
STATE OF .'44/
10�i�'�•'•'c� O?:••N��;� Zachary R. Priest, P.E.
RegistrationFlorida 1
%S�OI�J pl, 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
TBP15001.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
o-ry
h e
:;F".�*F.. .... �.,:1." •:' '::4. '.: .... � � rr.,
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Vloll%
Florida
„„ Product Approval
C �[= �USER:Public User
Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail
4•�7 i , FL# FL26581
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer APOC,Sub of Gardner Asphalt Corp.
Address/Phone/Email 4161 E.7th Avenue
Tampa,FL 33605
(813)248-2101 Ext 1141
mmullins@gardner-gibson.com
Authorized Signature Matthew Mullins
mmullins@gardner-gibson.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Test Report
Testing Lab PRI Construction Materials Technologies,LLC
Quality Assurance Entity PRI Construction Materials Technologies,LLC.
Quality Assurance Contract Expiration Date 01/27/2022
Validated By Locke Bowden P.E.
R Validation Checklist-Hardcopy Received
Certificate of Independence FL26581 RO COI Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2015
ASTM D226 2009
TAS 103 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL26581 RO Eouiv Eouivalencv Letter.odf
Product Approval Method Method 1 Option B
Date Submitted 04/18/2018
Date Validated 04/18/2018
Date Pending FBC Approval 04/22/2018
Date Approved 06/12/2018
Summary of Products
FL# Model,Number or Name Description
26581.1 'APOC Tuff-Felt 26 Asphalt Saturated Felt underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL26581 RO II APOC Tuff-felt 26 GGI-207-02-01 ASTM
Approved for use outside HVHZ:Yes D226 TJ1.pdf
Impact Resistant:N/A Verified By: PRI Construction Materials Technologies,LLC
Design Pressure:N/A Test Reports
Other: FL26581 RO TR APOC Tuff-felt 26 GGI-207-02-01 ASTM
D226 TII.Ddf
26581.2 APOC Tuff-Felt 46 Asphalt Saturated Felt underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL26581 RO II APOC Tuff-Felt 46 GGI-206-02-01 ASTM
Approved for use outside HVHZ:Yes D266 TI.Ddf
Impact Resistant:N/A Verified By: PRI Construction Materials Technologies,LLC
Design Pressure:N/A Test Reports
Other: FL26581 RO TR APOC Tuff-Felt 46 GGI-206-02-01 ASTM
D266 TI.odf
26581.3 FT3 Self-adhering membrane composed of elastic polymers,
bitumen polyester and glass reinforcement.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL26581 RO II FT3 ASTM D 1970-09.pdf
Approved for use outside HVHZ:Yes FL26581 RO II FT3 TAS103.Ddf
Impact Resistant:N/A Verified By: PRI Construction Materials Technologies,LLC
Design Pressure:N/A Test Reports
Other: FL26581 RO TR FT3 ASTM D 1970-09.Ddf
FL26581 RO TR FT3 TAS103.odf
26581.4 No. 15 ASTM Asphalt Saturated Felt underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL26581 RO TI No. 15 ASTM GGI-206-02-01 ASTM D226
Approved for use outside HVHZ:Yes T1TDdf
Impact Resistant:N/A Verified By: PRI Construction Materials Technologies,LLC
Design Pressure:N/A Test Reports
Other: FL26581 RO TR No. 15 ASTM GGI-206-02-01 ASTM D226
!I,pd
26581.5 No.30 ASTM Asphalt Saturated Felt underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL26581 RO II No.30 ASTM GGI-207-02-01 ASTM D226
Approved for use outside HVHZ:Yes T2.Ddf
Impact Resistant:N/A Verified By: PRI Construction Materials Technologies,LLC
Design Pressure: N/A Test Reports
Other: FL26581 RO TR No.30 ASTM GGI-207-02-01 ASTM D226
T2Todf
26581.6 United FGUR10 Asphalt Saturated Felt underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL26581 RO II United FGUR 10 GGI-206-02-01 D226 T1.Ddf
Approved for use outside HVHZ:Yes Verified By: PRI Construction Materials Technologies,LLC
Impact Resistant:N/A Test Reports
Design Pressure:N/A FL26581 RO TR United FGUR 10 GGI-206-02-01 D225
Other: T1.Ddf
26581.7 United FGUR20 Asphalt Saturated Felt underlayment
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL26581 RO II United FGUR 20 GGI-207-02-01 ASTM D266
Approved for use outside HVHZ:Yes T2.odf
Impact Resistant:N/A Verified By: PRI Construction Materials Technologies,LLC
Design Pressure:N/A Test Reports
Other: FL26581 RO TR United FGUR 20 GGI-207-02-01 ASTM D266
T2TDdf
26581.8 United FGUR70 Asphalt Saturated Felt underlayment
Limits of Use Installation Instructions
Approved for use In HVHZ:Yes FL26581 RO II United FGUR 70 GGI-207-02-01 ASTM D226
Approved for use outside HVHZ:Yes T2.pd
Impact Resistant:N/A Verified By: PRI Construction Materials Technologies,LLC
Design Pressure:N/A Test Reports
Other:
FL26581 RO TR United FGUR 70 GGI-207-02-01 ASTM D226
T2.odf
Beck Next
Contact Us;:2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
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 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 emalls
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
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Credit Card
Safe
..v
CONSTRUCTION MATERIALS
LABORATORY TEST RESULTS
T E C H N 0 L 0 0 1 E S
Report for: Gardner Gibson Attention: Matt Mullins
4146 E. 7 l Avenue
Tampa, FL 33605
Product Name(s):, APOC Tuff-Felt 26 Manufacturer: Gardner Gibson
PRI-CMT Project No.: GGI-207-02-01 Source: Gardner Gibson
Date Received: January 31,2018 Dates Tested: Feb. 26,2018_Mar. 5, 2018
Purpose: Evaluate APOC Tuff-Felt 26 for compliance with the physical properties of
ASTM D 226 Asphalt-Saturated Felt Used in Roofing and Waterproofing,
Type II.
i
i
Test Methods: Testing was completed as described in ASTM D 226-09: Standard
Specification for Asphalt-Saturated Organic Felt Used in Roofing and j
Waterproofing. Test methods assigned or referenced include ASTM D 70:
Standard Test Method for Density of Semi-Solid Bituminous Materials I
(Pycnometer Method);ASTM D 146: Standard Test Methods for Sampling and
Testing .Bitumen-Saturated Felts and Woven Fabrics for Roofing and
Waterproofing; and- ASTM D 6136: Standard Test Method for Kerosine
Number of Unsaturated(Dry)Felt by Vacuum Method.
Sampling: Product samples were provided by Gardner Gibson in Tampa, FL
i
i
i
i
GGI-207-02-01
The test results,opinions,or interpretations are based on the material supplied by the client. This report is for the exclusive use of
slated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced
except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility
nor makes a performance or warranty statement for this material or products and processes containing this material in connection i
With this report. S
PRI Construction 6laledals Tecluiologies LLC 6412 Badger Drivo Tampa,FL 33610 Tel:813.621-5777 Fax:813.621-5840 e-mail:materialstesling@p6cmLoom WebSite:hlip:/MNVN.0cmLcom
i
I
Gardner Gibson
ASTM D 226 for
APOC Tuff-Felt 26
Page 2 of 3
Results: ASTM D 226
Property Test Method Result ement
Physical`Requirements
Breaking'Strength (Ibf/in-width)
20 specimens; 1"x 6"x thickness;
Cond. 2h @ 73.4±3.6°F&50±5%RH; ASTM D 146
Test'n.73.4±3.6°F; Rate=2in/min
Longitudinal (with fiber grain) 69 z 30 >_40
Transverse(across fiber grain) 32 >_ 15 >_20
Pliability(Pass/Fail]
10 specimens; 1"x 8"x thickness; ASTM D 146 112'radius %"radius
Cond. 10-15min in water @ 77±1.8'F;
Test 90C.around1/z"
radius in 2s
Longitudinal(with fiber grain) Pass No Failures -No Failures .
Transverse(across fiber grain) Pass No Failures No Failures
Loss on Heating (weight%)
2 specimens; 12"x 6"x thickness; ASTM D 146 1 s 4 . 5 4
Test Cond.221±5°F for 5h±3min
Dimensions and Masses
Width of Roll(in) ASTM D 146 36 36±1/4 36±1/4
Area, min(ft2) ASTM D 146 217 432 216
Moisture at Point of Manufacture(%) ASTM D 146 NT _<4.3 . <_4.1
As Received' 1.0 :54.3 5 4.1
Net Mass of Saturated Felt(Ib/100ft2) ASTM D 146 26 z 11.5 >_26
Mass of Saturant(Ib/100ft2) ASTM D 146 15.0 z 6.2 z 15.0
Mass Ratio of Saturant to Desaturated Felt ASTM D 226 1.5 Z 1.2 z.1.5
Saturation Efficiency(%) ASTM D 226 71 >_70
Mass of Desaturated Felt(Ib/100ft2) ASTM D 146 10.0 z 5.2 z 10.0.
Ash(%) ASTM D 146 9.0 :5'10.0 <_ 10.0
Continued on Following Page
GGI-207-02-01
The test results,opinions,or interpretations are based on the material supplied by the client. This report is for the exclusive use of
stated client. No reproduction or facsirnile in any form can be blade without the client's permission. This report shall not be reproduced
except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility
nor makes a performance or warranty statement for this material or products and processes containing this material in connection
with this report.
PRI Construction Maledals Technologies LLC 6412 Radger Drive Tampa,FL 33610 Tel:813.621-5777 Fax:813.621.5040 e-mail:matedalslesling@pdcmtcom WebSi(e:h11p:11Y/Vm.pdcmt.com
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Gardner Gibson
ASTM D 226 for
APOC Tuft-Felt 26
Page 3 of 3
. • Test Method Result Requirement
Type I Type
Perforated Felt(in2j ASTM D 226 NA <_0.05
Average Venting Area (%) ASTM D 226 NA >_0.1 •••
Other
Unrolling @ 50°F and 140'F(Pass/Fail) ASTM D 226 Pass No Damage No Damage
Note(s): 1- Moisture(As Received)was utilized in lieu of Moisture at Point of Manufacture;
NT- Not Tested;
NA- Not Applicable
Statement of Compliance:
The product was tested has demonstrated compliance with the physical requirements of Type II prescribed
in ASTM D 226-09: Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and
Waterproofing.
Signed: _ Signed: �� 't
l J son si�ns Due T.Nguyen
Director Florida Registered Professional Engineer
PE No.:65634
Dater����a; Date:
���b,aastsrrg��e�
Report Issue History: �;',, "�. •�i� .
no No 6503
Issue# Date •m k
� Pa es Revision Description (if applic1p.)
Original 03/08/2018 3 NAS
STATE OF
s�•a CS/0 i,�n,t
END OF REPORT
GGI-207-02-01
The test results,opinions,or interpretations are based on the material supplied by the client. This report is for the exclusive use of
stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced
except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility
nor makes a performance or warranty statement for this material or products.and processes containing this material in connection
with this report.
PW Construction Materials Technologies LLC 6412 Badger Drive Tampa,FL 33610 Tel:813.621-5777 Fax:813621-5840 e-mail:matedalslesting@pricmt.com webSite:httpJAway.pricmt.com
i