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i a•,a.-
FL # FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived CJ
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1464
Joplin, MO 64802
1 (417) 624-6644 Ext2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext2305
kerri_eden @tam ko. com
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
E3 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 01/07/2015
Validated By Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence FL18355 R4 COI TSP15001 4 2017 FBC Eval Report Shingles final odf
Referenced Standard and Year (of Standard) Standard Year
ASTM D-3161 2016
ASTM D 3462 2010
t
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 2017.0
Sections from the Code
https://www.floridabuilding.or /car/car-app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
i
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/25/2017
09%27/2017
10/08/2017
12/12/2017
FL #
Model, Number or Name
Description
183554 _
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 Report Shingles
final.odf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified, By: Zachary R. Priest PE-14021
Design Pressure: N/A
Other: See evaluation report for limits of use.
Created by Independent Third Party: Yes
Evaluation Reports
FL183SS R4 AE TSP15001.4 2017 FBC Eval Report
Shingles Flnal.pdf
Created by -Independent Third Party: Yes
Sack Mext
on :U :: 2601 Blair Stone Road. Tallahassee FL•32399 Phone: 850-487-1024
The State of Florida Is an AAIEEO employer. Coovrtaht 2007-2013 State of Florida :: Privacv Statement ;: AccessibilitvStatenient ::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 455275(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 officlat 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 emalladdress 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:
Credit Card
Safe
https://www.floridabuilding.orgipr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
TAMKO BUILDING PRODUCTS
220 West 40' 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) 480-3421
FLORIDA BUILDING CODE, a EDITION (2017)
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
Issued September 25, 2017
Enti
Report No.
Standard
Year
PRI Construction Materials
Technologies (TST5878)
TAP-043-02-01
TAS 100
1995
PRI Construction Materials
Technologies (TST5878)
TAP-051-02-01
TAS 100
1995
PRI Construction 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-131-09-01
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-o2-01
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(201.3)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)
IOCA64882
ASTM D 3161
2016
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
ASTM D 3161
2016
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
47137043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
ASTM D 7159
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services
LLC (ANE11669)
TBP15001.3
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.
MM
REEK
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage®
.(Dalras,,.Frederrck,
Joplin;; Phillipsburg-&
"-Tuscaloosa)
Heritage® Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Frederick)
Heritage® Vintage®
(Phillipsburg)
Heritage® Woodgate
(Dallas & Frederick)
Heritages Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage@ Hip and Ridge
(Phillipsburg)
TBP15001.4
TAMKO BUILDING PRODUCTS
Asphalt Shingles
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-114" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
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.
13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462,
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 34.62.
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class'H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
FL18355-R4
2of11
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.
cREE
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (V,r):
(Frederick, Joplin &
Basic Wind Speed (Vasd):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
Nailing
Area
Nailing
Area
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. 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 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Patterndetailed
below.
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
Pattem" or "6 Nail Pattern" detailed below.
B W B%e
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
7ff
-1/8"
-718"
i-1/8"
TBP15001A 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
TECHNICAL SERVICES, LLC
Heritage®
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage® Woodgate
(Dallas & Frederick) -
6-118"
Basic Wind Speed (Vqt):
Basic Wind Speed (Vesd):
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. 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 5-5/8 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 manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern' or "6 Nail Pattern" detailed below.
FASTENERS NAI L ZON E
COMMON
BOND
EXPOSURE 6-6/8"
12-11211 12-31811 12-112`
Figure 3. Heritage®, Heritage® Premium, and .Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
IE 5-51W
i'� h-7-112'-►�-7-112"-►f4-7-.'�8"-�f-7-i72"-►�-7-1/2"-►� �-1"
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.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
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS
Asphalt Shingles
NAIL ZONE/
COMMON BOND
El{POSURE 5 518"
1! �-7-1/2+7-1/2'+7-318+-112+7-1/28� �—V
Figure 5. Heritage® Woodgate
6 Nail Pattern
] Common Bond
i
0
0
39-3/8"
Figure 6. Heritage@, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-7/8"-NAIL,ZONE
EDGE OF
6=118" COMMON
BOND
ACCEPTABLE.
FASTENER LOCATION
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage@ (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided'for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
[am��EEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL_SERVICES, LLC
Heritage® Premium Basic Wind Speed (V„io:
(Frederick) Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope;
Installation (HVHZ):
Installation (Non-HVHZ):
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. 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
1EXPO"SURE 5„
1211
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/211V J_ _ ET
SURE 5"
I�
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 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.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (Vwt): Max. 194 mph
(Frederick) Basic Wind Speed (Va,d): 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.
NAIL ZONE/
COMMON BOND
T
5-.1f2" EXPOSURE 5"
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONFJ
COMMON BOND
t I
T
EXPOSURE 5"
3'+-94-M"-+3+9.112"
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report -does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GREED
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (V„1t):
(Phillipsburg) Basic Wind Speed (Vasd):
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. 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.
KpcSure
Notch
�+—lags•--+{ I+--la�ta•---�
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
4 r 6gfDSUR
TT « I ;Idi
61 .
1711r
�71T-� � 4" 767H• E718'-
Figure 13. Heritage® Vintage°
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 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 attdbutes.that are not
specifically addressed herein.
CREEK
TAMKO BUILDING pRQDUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip'& Ridge
Basic Wind Speed (Vuit):
Max. 194 mph
(Frederick & Joplin)
Basic Wind Speed (Vasa):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in, plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ):
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
5-1/8" exposure
Figure 1
1� Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
9xposure
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
-specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (Vut):
(Phillipsburg) Basic Wind Speed (Vasd):
Deck (HVH27:
Deck (Non-HVH2):
Underlayment:
Min. slope:
Installation:
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. 15132 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.
Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
4
exposure
Start
here
Figure 1
1"
Fastener,
r �5-112"
Figure 2
5" exposure
rigure s
Figure 15.. Vintage® Hip & Ridge (Phillipsburg)
TBP15001 A FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERvicES, LLC
LIMITATIONS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
It,%IIIIIfill..
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CERTIFICATION OF INDEPENDENCE
2017.09.25
11:31:41
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Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE11669
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 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.