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® FL # FL18355-114
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 Ext2305
kerri_eden @ta mko.com
Authorized Signature
Kerri Eden
kerr'i_eden@tamko.com
Technical Representative
Kerri Eden
Address/Phone/Email
PO Box 1404
Joplin,, MO 64802
(417) 624-6644 Ext 2305
kerri-gden@taimko.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
❑ 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
RA Validation Checklist - Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Evai Report Shingles final odf
Referenced Standard and Year (of Standard)
Standard
Year
ASiM 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 Eguiv UL letter for standards for FBC 2017.0f
Sections from the Code
�IjLE
/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1 /3 /2018
Building Code Online
Page 2 of 2
0
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Q,.mm." of Products
Method 1 Option D
09/25/2017
09/27/2017
10/08/2017
12/12/2017
FL #
Model, Number or Name
Description
18355.1 ,
Glass -Seal, Elite Glass -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Hei ritage,`Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and
Vintage Hip and Ridge Shingles
Limits of Use
Installation Instructions
FL18355 R4 II TBP15001 4 2017 FBC Evai Report Shingles
Approved for use in HVHZ: Yes
final.df
Verified By: Zachary R. Priest PE-74021
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FLIS355 R4 AE TBP15001 4 2017 FBC Eval Report
Shingles final.pdf
Created by Independent Third Party: Yes
Back Next
Con[ :: 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 youhaveany questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. mustprovide 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 ere 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 area licensee under
Chapter 455, F.S., please click here..
Product Approval Accepts-
Credit Card
Safe
://www.floridabuildi-ng.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ.... 1/3/2018
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 September25, 2017
220 West 0 Street
.Joplin, MO 64801
(417) 624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5,1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Enti
Report No.
'Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP-043-02-01
TAS 100
1995
PRI Construction Materials 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 ConstructionMaterials Technologies (TST5878)
TAP-314-02-01 Rev 2
TAS 100
ASTM D 6381
1995
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
TAP-315-02-01
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995
2016
UL LLC (TST9628)
02NK9507
04NK24366
ASTM D 3161
ASTM D 3462
2010A
UL LLC (TST9628)
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9628)
08CA59132
09NK07896
ASTM D 3161
ASTM D 3161
2016
2016
UL LLC (TST9628)
ASTM D 3462
2010A
UL LLC (TST9628)
10CA50498
10CA64882
ASTM D 3462
ASTM D 3161
2010A
2016
UL LLC (TST9628)
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
4786110543
ASTM D 3161
ASTM_D 6381
2016
2008(2013)e1
UL LLC (TST9628)
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
ASTM D 7158
ASTM D 3161
2011
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.
BUILDING PRODUCTS
Asphalt Shingles
CREEK Asphalt
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7168, 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.
13-1 /4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(D 11`as .Ftedericki -_.,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin; P7ilhpsburg&
complying with ASTM D 3462.
-"Fuscafaosa)
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 Asphalt
BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERV.ICEs, LLC
IN3TALLATION
Elite Glass -Seal®
Basic Wind Speed (Vuit):
(Frederick, Joplin &
Basic Wind Speed (Vasa):
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
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 5-1/8 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 FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAILS
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
But# Edge,
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
70
5-1181,
-7/811
5-1 /8"
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance 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)
Basic Wind Speed (V„it):
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. 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 5-5/8 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.
FASTENERS NAIL ZONE
COMMON
BOND
EXPOSU RE 6-6/8"
11�- 1.2-11211 -►r-12-318" 12-112`h-1"
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
EXPOSURE 5-6/8"
i' 7
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
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
6.1/8" EXPOSURE 5 5/8"
I I +
ILA �-1-1/2'+7-1/2'W► 9-3/$+7-112+-1/21�
Figure 5. Heritage® Woodgate
6 Nail Pattern
PAINT
LIN E.
7-7f8" • �
6=118"
Common Bond.
yrJYSS+ {eac•x�v?zac�o- ,Y,cv.�.x
39-3/8"
Figure 6.. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
'ALONG EDGE OF
COMMON BOND
Or --PREFERRED
FASTENER
LOCATION
L ZONE
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6: may be placed in the nail zoneas 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.
CREEK
TECHNICAL SERVICES, LLC
HeritageO Premium Basic Wind Speed (V;,ii):
(Frederick) Basic Wind Speed (Vasa):
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. 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 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 manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONFJ
bOMMON BOND
51�I EXPOSURE 5"
1 �`iI �-11 "--►�-�— 1211 --►�1--11 "-- ►� .�a—+ 1
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
1 "-1►
NAIL ZONFJ
COMMON BOND
EXPOSURE 5"
11
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.
REEK TAMKO BUILDING PRODUCTS
� Asphalt shingles
IC
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (V,,,;): Max. 194 mph
(Frederick) Basic Wind Speed (Vasd): Max.150 mph
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank• for
new construction; Min. M6 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 66 Nail Pattern" detailed below.
NAIL ZONE/
COMMON BOND
T
5.112 EXPOSURE Y
19
1'—'I �-- 11 ° —►�—� 2-31iB" � 11" —� I+--1
Figure 10. Heritage@Woodgate (Frederick)
4 Phil Pattern (non-HVHZ only)
0
BOND
5^
1"—►, � 9-1/2"-I►�'�'9�/8"--1►�43'+►�' 9.112" � �1 u
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
TBP15001 A 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.
CREEK
TECHNICAL SERVICES, LLC
Heritage@'Vintage® Basic Wind Speed (V,,,,):
(Phillipsburg) Basic Wind Speed (Vasa):
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. 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 "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
cposure
Notch
Figure 12. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
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 attributes that are not
specifically addressed herein.
J
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (Wit): 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
n
exposure
Figure 1
exposure
5`•
r
Fastener I' 1lste
�L5-SIIB" Wail
�� I� .
Figure 2 Figure 3
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.
1
���� TAMKO BUILDING PRODUCTS
CAsphalt Shingles
T1=CHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (Vut): 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 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 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" exposure
Start
here
Figure 1
1„
�I Fastener
Figure 2
5" exposure
Figure 3
Figure 16. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.4 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.
CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICALSERVICES, 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 appliesto 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, dh Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer,
A����i
�•� ,rP 9Z
ENSF'��
No 74021.
� :• S TAT E OF '. 4U`
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.