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FL # FL18355-R2 ��� 1 y q'""'
Application Type Revision
Code Version 2014
Application Status Approved NOV 29 2017
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
PER^illTUNG
5t. Lucie County, FL
TAMKO Building Products, Inc.
PO Box 1404
Joplin, MO W02
(417) 624-6644 Ext 2305
kerrL_eden@tamko.com
Kerri Eden
kerr'i_eden@tamko.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
1-1 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
ED Validation Checklist - Hardcopy Received
Certificate of Independence FLIS355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report
Shingles.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
Equivalence of Product Standards File Copy
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
12/16/2015
Date Validated
12/18/2015
Date Pending FBC Approval
12/19/2015
Date Approved
02/10/2016
Date Revised
05/09/2017
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
FLIS355 R2 II TBPI5001.2 FBC 2014 Product Evaluation
Report Shinoles.01'
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE774021
Design pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinales.adf
Created by Independent Third Party: Yes
Back N -
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 releasedto 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 Chapter455, F.S. must provide the Department with an email address if they one. The
emaiis 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 453, F.S., please
dick ere .
Product Approval Accepts%
du�
Iu 5 L__ eClid 2
TECHNICAL SERVICES, B_L.,C
EVALUATION REPORT
Manufacturer:
TAMKO BUILDING PRODUCTS
220 West 4'4 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
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 48D-3421
FLORIDA BUILDING CODE 57" EDITION (2014)
Category: Roofing
Subcategory: .Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1. 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Issued December 14, 2015
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
PRIConstruction 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-1 31 -02-01
TAS 100
1095
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-303-02-0.1
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
2009
UL LLC (TST9628)
04NK24366
ASTM D 3462
2009
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL2390
ASTM D 7158
2008d
UL LLC (TST9628)
06NK03898
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
08CA50132
ASTM D 3161
2009
UL LLC (TST9628)
09NK07896
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
10CA50498
ASTM D 3462
2009
UL LLC (TST9628)
10CA64882
ASTM D 3161
2009
UL LLC (TST9628)
11NK14014
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
12CA24551
ASTM D 3161
2009
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2009
UL LLC (TST9628)
4787146748
ASTM D 7158
2008d
ASTM D 3161
2009
ASTM D 3462
2009
TSP15001.2 FL18355-R2 Page 1 of..11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC 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.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick, Joplin&
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4" 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 39-318", 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.
Herltage® 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.
TBP15001.2 FL18355-R2 Page 2 of 11
This evaluation report Is provided for State of Florida product approval under Rule 61 G2073. The manufacturer shall notify. CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
r CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (V,,i,):
(Frederick, Joplin &
Basic Wind Speed (Vmd):
Tuscaloosa)
Deck (HVHZ):
&
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underiayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Flailing
Area
Area
TAMKOBUILDING PRODUCTS
Asphalt Shingles
Max: 194 mph
Max. 150 mph
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.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing_ construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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.
Installed with 5-1/8-inch exposure .in accordance with rFBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 1. Elite Glass -Seal & Glass -Seal!
4 Nail Pattern (Non-HVHZ only)
FLAILS
But Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
718"
6-718,1
5-118
TBP15001.2 FL18355-R2 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
TECHNICAL SERVICES, LLC
Heritage®
Basic Wind Speed (V„11):
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vasd);
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
HeritageO Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
Heritage® Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
`fAMKO BUILDING PRODUCTS
Asphalt' Shingles
Max. 194 mph
Max. 150 mph
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.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
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.
ERS t~- ,._ NAIL ZON E
BOND
6-118" EXPOSURE 5-5/8"
12-1I211-►-12-3/8" It
Figure 3. Heritage®, Heritage@) Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSURE 5-5/8"
1'� �"�-1/2'-►�4- i-1/2"-►h- 7-318"-►}�- 7-1 /2"-�-7-1/2"►� �t-1 "
Figure 4. Heritage® & Heritage@)Premium
6 Nail Pattern
TBP15001.2 FL18355-R2 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
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
I;
7-7
NAIL ZONE/
STENERS COMMON BONG
IXPOSLIRE 5 5/8"
1=/� �-7-1I2'�-7-1/2'�►�•7t?/S'�-7•i/2�t7-i/2� �i-1"
Figure 5. Heritage® Woodgate
6 Nail Pattern
ED Common Bond
Figure 6. Heritage®, Heritage® Premium, $ Heritage® Woodgate
Alternate 6 Nail Pattern
F^Q GIYCn
LOCATION
ZONE
OF
MON
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
TBP15001.2 FL18355-R2 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.
f CHEEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Vai):
(Frederick) Basic Wind Speed (Vb, d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment
Min. slope:
Installation (HVHZ);
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min..19132 in. plywood or wood plank for
new construction; Min. 15/32 in. :plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15t32 in. plywood or wood. plank for
new construction; Min. 7/16 in. OSB existing, construction.
In accordance with'FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
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.
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/
'COMMON BOND
4 I 'IXPOSURE "
1111 1211 ——11,1,� �-- I
Figure 8. Heritage® Premium (Frederick)
4 Nails Pattern (non-HVHZ only)
NAILZONE!
FASTENERS COMMON BOND
51%2" E
RE -5--
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
TBP15001.2 .. FL78355-R2 Page 6 of 11
This evaluation report is provided for State of.Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration, for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,. or other product attributes that are not
specifically addressed herein.
" TAMKO BUILDING PRODUCTS
a9a Asphalt Shingles
TECHNICAL SERVICES, L.L-C
Heritage® Woodgate Basic Wind Speed (V„„): Max. 194 mph
(Frederick) Basic Wind Speed (Vasa): Max. 150 mph
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. 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.
5-1
L ZONE/
9MON BOND
1=-I� h-- 11" �•►�-12-3/8'r—�— 11" --►� �-1"
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NA4 ZON E1
COMMON BOND
T �
EXPOSURE 5"
1""'� �" 9-112"—►�3'11�-9�18"--1�3'i►�- 9-112" -i� �-1"
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
7BP15001.2 FL18355-R2 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.
CREEK
TECHNICAL SERVICES, LLC
Heritage@ Vintage@ Basic Wind Speed (VA,):
(Phillipsburg) Basic Wind Speed (V,,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood .or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
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.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions: Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
ipo5u2
Noah
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage@ Vintage
6 Nail Pattern
TBP15001.2 FL18355-R2 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.
CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICEs, LLC
Hip & Ridge
Basic Wind Speed (Vwi):
Max. 194 mph
(Frederick & Joplin)
Basic Wind Speed (V w):
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 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
exposure
lika-
o
start
h e <re
, F 17L
" 1»
Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
TBP15001.2 FL18355-R2 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.
FiMl-
CR E E D TAMKO BUILDING PRODUCTS
TECHNICAL. SERVICES, LLC Asphalt Shingles
Vintage® Hip & Ridge Basic Wind Speed (V„„): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vesd): 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.
Underiayment: In accordance with FBC requirements.
Min, slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
" exposure
Figure 1 0"" exposure
%, % % .
-
,,� Fastener r�•I Faster
Figure 2 IN, Figure 3
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.2 FL18355-R2 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Fim
K1:. .+. K TAMKO BUILDING PRODUCTS
a L; + 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 33-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 51' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
c%%% �' 1 R',A����i
No 74021
STATE OF •:�<C/`
�N A11
CERTIFICATION OF INDEPENDENCE
2015.12.14
13:44:19
-05'00'
Zachary. R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
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
TSP15001.2 FL18355-R2 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.