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11
Product Approval
dopr 4USER: Public User
Product ARproval Menu > Application Detail
FL # FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
TAMKO Building Products LLC
PO Box 97
Galena, KS 66739
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Kerri Eden
kerri—eden@tamko.com
Kerri Eden
PO Box 1404
Joplin, MO 64802
, 417) 624-6644 Ext 2305
kerri eden@tamko.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License
PE -74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
10/18/2021
Validated By
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
FL18355 R4 COI TBP15001.4 2017 FBC Eval Re
ort Shingles final.pdf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D 3161
2016
ASTM D 3462
2010
ASTMD D 7158
2011
TAS 100
1995
https://www.floridabullding.oi,g/pr/pr app dtl.aspx?param=wGE... vosrHazGXQW83MPT3uofKzDlM2Xu9wuWmY6PQIJIukQ o3d%3d 5/13/20, 10:16 AM
Page 1 of 2
w Equivalence of Product Standards
Certified By Approved Testing Lab
FLIS355 R4 E u!v UL letter for standards for FBC 2017.pdf
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option D
09/25/2017
09/27/2017
10/08/2017
12/12/2017
02/11/2020
Summary of Products
FL # Model, Number or Name
18355.1 Glass -Seal, Elite Glass -Seal,
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge 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.
Description
--i
I
ASTM D 3462 asphalt shingles and hip and ridge shingles
i
Installation Instructions
FLIS355_R4_11_TBP15001.4 2017 FBC Eval Report Shingles
Verified By: Zachary R. Priest PE -74021
Created by Independent Third Party: Yes
Evaluation Reports
FL18355_R4_AE_TBP15001_4 2017 FBC Eva[ Report Shingles
flnal.pdf
Created by Independent Third Party: Yes A
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. COOyrinht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, emailaddresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please dick here .
Product Approval Accepts:
n �:L] 1`=9_Wj El M
Credit Cerci
Safe
https://www.floridabLiilding.org/pr/pr app_dtl.aspx?param=wGE... vosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJlukQ%3d%3d 5/13/20, 10:17 AM
Page 2 of 2
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
220 West 4`h 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
Issued September 25, 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
EDI-Ity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -043-02-01
TAS -100
1995
PRI Construction Materials Technologies (TST5878)
TAP -051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -314-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -315-02-01
ASTM D 6381
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
TAP -317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
ASTM D 3161
2016
UL LLC (TST9628)
04NK24366
ASTM D 3462
2010A
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
08CA59132
ASTM D 3161
2016
UL LLC (TST9628)
09NK07896
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
1 OCA50498
ASTM D 3462
2010A
UL LLC (TST9628)
1 OCA64882
ASTM D 3161
2016
UL LLC (TST9628)
11NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
ASTM D 3161
"2016
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2016
UL LLC (TST9628)
4787148748
ASTM D 7158
2011
ASTM D 3161
2016
ASTM D 3462
2010A
CREEK Technical Services LLC (ANE11669)
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
Tech n ical,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.
L CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
JTECHNICAL 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 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
mineral
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with granules
Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage@ Premium
12" x �6", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
asphalt shingle surfaced with mineral granules complying with
(Frederick)
laminated architectural
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
surfaced with mineral granules
(Dallas & Frederick)
reinforced, laminated architectural asphalt shingle
complying with ASTM D 3462.
Heritage@ Woodgate
12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
mineral complying with ASTM D 3462. Shingles
(Frederick)
asphalt shingle surfaced with granules
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.
nCREEK
_ TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (V„it):
(Frederick, Joplin &
Basic Wind Speed (Vag)
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope.-
lope:Installation
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 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.
Y
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
-7/8°
5-1/8"
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
r718u
5-1/81,
Ij
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GREEK
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 'A Nail
Pattern" or T Nail Pattern" detailed below.
FASTENERSNAIL ZON E
f�COMMON
BOND
6-1181 EXPOSURE 5-6/8"
12-1/211 --► - 12-31811 12-1 /2 `�
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
M
NAIL ZONE
COMMON
BOND
3E 3-a/8"
1" �--V
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.
EC R E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
COMMON BOND
T
6-
lie EPgSURE 5 518"
1° �7-112+7-1/2'47-3/8 +7-1/2 +-1/24 -
Figure 6. Heritage® Woodgate
6 Nail Pattern
12-112" < 12-112" ---► 1"i 1"� <
PAINT
LINE..
El Common Bond
�o
Qn
t
< 39-3/8" —
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
7-718" )� I-- ------------
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
"ALONG EDGE OF
COMMON BOND
PREFERRED
FASTE N E R
LOCATION
L ZONE
EDGE OF
COMMON
BOND
EXPOSURE
6-a/8"
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.
ECREEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (V„it):
(Frederick) Basic Wind Speed (Vasd)
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment
Min. slope:
Installation (HVHZ)
Installation (Non-HVHZ)
`►121:111
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
EXPOSURE 5"
1211 11 "�-1
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
X112"V F] T
EXPOSURE 5"
1 ��� �—g1���� ,j,..3!�-- 9"—►�3" 9112" (f--1 ��
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 61 G20-3. The manufacturer shall notify CREEK
Tech n ical,Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
' GREEK
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (V„it):
(Frederick) Basic Wind Speed (Vasd)
Deck (Non-HVHZ):
5-1�"
Underlayment:
Min. slope:
Installation (Non-HVHZ):
ERS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
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 FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
T T
EXPOSURE 5"
—±
NAIL ZONE/
COMMON BOND
11'. ► 12-3/8"—e�— 11" --►I -1"
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
COMMON BOND
ASTENERS
5'117'
EEXPOSUIT�`
1"—►I �- 9-112"
-+T+-9-3/8 3 .4 9-1/2" � �_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 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.
^^ pR E E cc
n CK
TECHNICAL SERVICES, LLC
Heritage@ Vintage@ Basic Wind Speed (V,,it):
(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.
D p,s ure
rr_-t_h
F�Etenes
EJ. p,G 11 fG
Figure 12. Heritage(A) VintageO
6 Nail Pattern (non-HVHZ only)
Expmum
Not&
r
6. rffiteners Nei
17.1/2'
L 1H
Figure 13. HeritageO 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.
CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V,,,t):
(Frederick & Joplin) Basic Wind Speed (Vasa)
Deck (HVHZ):
TBP 15001.4
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 prevailing wind
571/8" exposure
Figure 1
Fastener
,-5.");
Figure 2
Start
here
5-1/8" exposure
-), 1 if
Fastener
Figure 3
1/4"
Figure 14. Hip & Ridge (Frederick & Joplin)
FL18355-R4
9of11
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.
CR
REEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (V„ it): Max. 194 mph
(Phillipsburg) Basic Wind Speed (V.sd): 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 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
here -
5" exposure
Figure 1
Fastener
�5-112"
Figure 2
Start
here
5" exposure
Fastener
r -5-1/2"
1/4" Figure 3
Figure 15. 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.
GREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60 -ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
%�EN
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No 74021 ( 11:31:41
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�'.• STATE OF
:�'<`•'•;c� O P:•'����` Zachary R. Priest, P.E.
�i�s • O R 1. C? ` Florida Registration No. 74021
i"S10NA; E�`� Organization No. ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15t]014 FL18355-R4 Page 11 of 11
I f�4Aphtt(afr�q I rida, n . duct-aooroval-under Rule -61 G20-3. The manufacturer shall notifv CREEK
1d�� Rfc' earf es $r qua i y 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.