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. y 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
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
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
ED Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE -74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden P.E.
iY 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 Eguiv UL letter for standards for MC 2017 odf
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 8/16/2018
Florida Building Code Online ragc
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
Summa of Pro7;z77!!!t
FL # mber or Name Description
18355.1 , Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage Premium,
oodgate, Heritage
ip and Ridge, and Vintage
dge Shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Installation Instructions
FLi R4 11 TBP15001 4 2017 FBC Eval Report Shin es
fin I. df
Verified By: Zachary R. Priest PE -74021
Created by Independent Third Party: Yes
Evaluation Reports
Fl 18355 R4 AE TBP15001 4 2017 FBC Eval Report Shined
fin I. df
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. r_oovrlaht 2007-2013 State of Florida.:: PHvacv Statement ::
6"215"'
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. If you have
ny questions, please contact
95.
t to
ional
(1)IFlorida to la St tutes, effective October 1, 012,1 licensees cens ditunder Chapter 455, F.S.m must provide the Department with an e3mall addressIf they ehave 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 public. To determine If you are a licensee under Chapter 455, F.S., please
cick
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 8/16/2018
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: TAMKO BUILDING PRODUCTS
220 West 4" Street
Joplin, MO 64801
(417) 624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813)480-3421
FLORIDA BUILDING CODE, 6T" 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
1 of 11
TBP 15001.4 61
This evaluation report is provided for State of Florida product approval under Rule ughout the duration for which this report is valid.
The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout t
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
Report No.
Standard
Year
Enti
PRI Construction Materials Technologies (TST5878)
TAP -043-02-01
TAS 100
1995
1895
PRI Construction Materials Technologies (TST5878)
TAP -051-02-01
TAS 100
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
TAP Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
-314-02-01
TAP
ASTM D 6381
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
-315-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
-
TAP -317-02-01
ASTM D 3161
2016
UL LLC (TST9628)
02NK9507
04NK24366
ASTM D 3462
2010A
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
ASTM D 3462
2016
2010A
UL LLC (TST9628)
08CA59132
ASTM D 3161
ASTM D 3161
2016
2016
UL LLC (TST9628)
09NK07896
ASTM D 3462
2010A
UL LLC (TST9628)
10CA50498
ASTM D 3462
ASTM D 3161
2010A
2016
UL LLC (TST9628)
1OCA64882
11NK14014
ASTM D 3161
2016
UL LLC (TST9628)
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
4786110543
ASTM D 3161
ASTM D 6381
2016
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
ASTM D 7158
2011
UL LLC (TST9628)
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
FL18355-R4
Page
1 of 11
TBP 15001.4 61
This evaluation report is provided for State of Florida product approval under Rule ughout the duration for which this report is valid.
The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout t
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
jiGREEKAsphalt 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
both with asphalt and surfaced with
(Frederick, Joplin &
asphaltwithfiberglass mat coated on sides
alcshingl
Tuscaloosa)
a complying h ASTM D 3462
granules
Glass -Seal
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab
both with asphalt and surfaced with
(Frederick &
asphalt shingle with fiberglass mat coated on sides
complying with ASTM D 3462.
Tuscaloosa)
ceramic granules
Glass -Seal
12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass
with ceramic granules complying
mat coated on both sides with asphalt and surfaced
(Joplin)
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
surfaced with mineral granules
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle
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
asphalt shingle surfaced with mineral granules
(Dallas, Frederick,
reinforced, laminated architectural
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,
with mineral granules complying with
(Frederick)
laminated architectural asphalt shingle surfaced
ASTM D 3462.
d ASTM
8, Class H
Heritageb Vintage® laminated4archi ectural asphalt lass F sh nglensurfa ed Dwith 5fiberglass
mineral g anullecomplyreinforced,
ngwi h
(Phillipsburg)
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.
FL18355-R4
2 of 11
TBP 15001.4
This evaluation report is provided for State of Florida product approval under Rule The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throuughoutghout t 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.
CHEEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Nailing
Area
Basic Wind Speed (Wic):
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 5-1/8 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 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
NAILS
Nailing
Area
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
-7ff
5-1/8"
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
7/8"
i-1/81,
FL18355-R4 Page 3 of 11
TBP 15001.4
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL. SERVICES. LLC
Heritage®
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage® Woodgate
(Dallas & Frederick)
Basic Wind Speed (Vit):
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 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS
NAIL ZON E
COMMON
BOND
6-1/8" =EXPOSLIRE 6-6/8"
1---A-L I � I 11
1 " �- 12-1/211 12-318" 12-1 /2` h--1
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
6•
NAIL ZONE
COMMON
BOND
IE 5-5/8"
11
1'=-H �*-7-1/2'4, F- 7-1/2"-�*- 7-18"-' 7-1 f2"-0j♦7-1/2'--Pj rt—
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
FL18355-R4 Page 4 of 11
TBP15001.4
This evaluation report is provided for State of Florida product approval under Rule 61G20 3. The manufacturer shall notify CRE
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
CREEKAsphalt Shingles
TECHNICAL. SERVICES, LLC
NAIL ZONE/
COMMON BOND
EXPOSURE 5 518"
1±
1"�7-1/2,+7.112,4o�K.N+.1/2+7-1/2a�
Figure 5. Heritage® Woodgate
6 Nail Pattern
39-318"
El Common Bond
t
w
cb
l
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
PAINT
LINE,
7-7/8"
L ZONE
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
PREFERRED
FASTE NE R
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
FI -18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CRE
EK
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.
EDGE OF
6-11811
COMMON
BOND
EXPOSURE
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
COMMON BOND
PREFERRED
FASTE NE R
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
FI -18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CRE
EK
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® Premium Basic Wind Speed Not):
(Frederick) Basic Wind Speed (Vasd):
Deck (HVHZ):
W/z"
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 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
E 5"
--► - 12" -+-11 "--►j �--1
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
FASTENERS
NAIL ZONE/
COMMON BOND
51/211 EXPOSURE 5"
11
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
TBP 15001.4
FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES. LLC
Heritage® Woodgate Basic Wind Speed (Vun): Max. 194 mph
(Frederick) Basic Wind Speed (Vnd): 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. 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
RS
5.112" EXPOSURE T
12-3/8"-i�-
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NA IL Z ON E/
'COMMON BOND
ERS
1 T
5,112" EXPOSURE 5"
t
1"� � 9-112" �-33'�8�3/8"—�'3'�►� 9-112" � �1
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 CRE
EK
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 (Vuit):
(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. 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 "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
40
y u Exposure
NSM Notch
Fas�nas Na it
6' one
— — — — n-tn
s"
L L
Ex posu re
-v
toWa•—�{
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
F9WUR
40' No1df
I -or 11
FasOeue Nal
1 Zone
M
7 7+1/% — 7-11 L
T� 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 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
Hip & Ridge Basic Wind Speed (V�c):
(Frederick & Joplin) Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
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. 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.
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
Start 5-1/8" exposure
ere ""
FI II
Figure 1
- i C
Fastener ��_�„ Faste
Figure 2 1/4�� Figure 3
Figure 14. Hip & Ridge (Frederick & Joplin)
TBP 15001.4
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 (Vwt):
(Phillipsburg) Basic Wind Speed (Vasd)
Deck (HVHZ):
Deck (Non-HVHZ):
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. 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.
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
rt 5" exposure
•I
Start
here 5" exposure
Figure 1
1"
Fastener
Figure 2
1"
5�Imo., Fastener
K15
15
1/4" Figure 3
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.4
FL18355-R4 Page 10 of 11
This evaluation reportis provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify GREE
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 manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
No 74021
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2017.09.25
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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
TBP 15001.4
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.