HomeMy WebLinkAboutNOA - VINTAGE ROOF SHINGLESI
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M I A M (-=A-D-E-
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
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NOTICE OF ACCEPTANCE (NOA)
TAMKO Building Products, Inc.
220 * Fourth Street
Joplin; MO.64801
1
SEP 2 7 2018
ST. Lucie Countytting
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
U'VANfIE
BY
Luciiz e O,
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)..
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
,DESCRIPTION: TAMKO Heritage Vintage Roof Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in thei applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall'be available for inspection at the job site at the request of the Building Official.
This iNOA renews NOA No. 11-0720.03 and consists of pages 1 through 4.
The submitted documentation was reviewed by Alex Tigera.
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MIAMI•DADE COUNTY
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NOA No.: 16-0831.02
Expiration Date: 11/23/21
Approval Date: 11/03/16
Page 1 of 4
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub-Catmory: Asphalt Shingles
Materials: Laminate
Deck Tyne: Wood
SCOPE
This approves Tamko Heritage Vintage as manufactured by Tamko Building Products as described in Section Z of
this Notice of Acceptance. i
PRODUCT DESCRIPTION
Product Dimensions' Test Product Description
Specifications
Heritage Vintage 17-%"x40" TAS 140. Fiberglas reinforced heavy weight asph It roof
shingle; with a laminate profile.
MANUFACTURING LOCATION
1. Phillipsburg, KS
EVIDENCE SUBMITTED
Test Agency Test Identifier
Underwriters Laboratories Inc. TAS-107
ASTM E108
ASTM D3462
PRI Asphalt Technologies TAS-100
Test Name/Reyort Date,
06NK03898 06/16/06
06NK03898 06/16�JJ066
4787505900 10/21/Il'6
TAP-165-02-01 06/27
LIMITATIONS
1. Fire classification is not part'of this acceptance; refer to a current Approved Roofing Materials Dir
fire ratings of this product.
2. Shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Rule 61G20-3 of the Florida Administrative Code,.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail'A', attached.
5. Nailing shall be in compliance with Detail'B', attached.
MIAMI•DADE COUNTY
for
and
NOA No.: 16-0831.02
Expiration Date: 11/23/21
Approval Date: 11/03/16
Page 2 of 4
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Y ,
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LABELING
Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade
County Product Control Seal as shown below.
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MIAMI•DADE COUNTY
,...� r
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BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. Th'is Notice of Acceptance.
2. Ariy other documents required by Building Official or Applicable building code in order to properly evaluate the
installation of this material.
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DETAIL A
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COURSE LAYOUT
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111
512 151" 5 2.
Full Shingle
I
2nd Course
Starter
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MIAMI•DADE COUNTY
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1st Course
Starter
NOA No.: 16-0831.02
Expiration Date: 11/23/21
Approval Date: 11/03/16
Page 3 of 4
DETAIL B-13-1/4" X 39-3/8"
OVERALL DIMENSIONS AND NAILING PATTERN
40"
6I
17-1/2"
Exposure
Exposure
Notch
Nail
Zone
i
�I
TAMKO HERITAGE VINTAGE SHINGLE
END OFTHIS ACCEPTANCE
I
.NOA No.: 16-0831.02
MIAMI-Daoe courrrY Expiration Date: 11/23/21
Approval Date: 11/03/16
Page 4 of 4
CREEK
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants:
Quality Assurance:
SCOPE
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
TAMKO BUILDING PRODUCTS
220 West 4tt' Street
Joplin, MO 64801
(417) 624-6644
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
UL LLC (QUA9625)
Certificate of Authorization No. 29824
17520 Edinburgh Dr jam' Vh(
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 6T" EDITION (2017)
Issued September 25, 2017
Roofing
Asphalt Shingles
1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Physical properties, Wind Resistance, Wind Driven Rain
Entity -
Report No.
Standard
Year
PRI Construction'Materials Technologies (TST5878)
TAP-043-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-051-02-01
TAS 100
1995
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-117-02-61
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)
IOCA50498
ASTM D
3462
2010A
UL LLC (TST9628)
I 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
i 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
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.
0 CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
E e:Glass-Seal(R 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
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
fertage@
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage@ Premium
(Frederick)
Heritage@ Vintage@
(Phillipsburg)
Heritage@ Woodgate
(Dallas & Frederick)
Heritage@ Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage@ Hip and Ridge
(Phillipsburg)
L:
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.
I
12-1/4" 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. j
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglas
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", 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, 1
laminated architectural asphalt shingle surfaced with mineral granules complying with!
ASTM D 3462. 1
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 asphalti
shingle surfaced with mineral granules complying with ASTM D 3462. 1
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
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 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.
CREAK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (V,,,t):
(Frederick, Joplin &
Basic Wind Speed (Vnd)
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
AM
Ares
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 T 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 T Nail Pattern" detailed below.
NAILS
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
6-70
5-1 /8"
t-7/8t1
5-1/81,
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)
A
Basic Wind Speed (V„it):
Basic Wind Speed (V.sd):
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. j
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 instructionsi
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 Nai�
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
EXPOSURE 6-618"
11�- 12-1 1211 12-31811 --►r- 12-112 `-►I r--1 "
Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
IE b-5/8"
1 " �1-7-1/2 L+- 7-1/2"11+11- 7 &S' -+- 7-1 /2"H*-7-1/2"-►� r--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 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
f
CREEK
TECHNICAL SERVICES, LLC
Figure 5. Heritage® Woodgate
6 Nail Pattern
TAMKO BUILDING PRODUCTS
Asphalt Shingles
i
A 39-378" 0 I.
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
] Common Bond
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 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.
0
CREEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Vuii):
(Frederick) Basic Wind Speed (Vnd):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
51
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. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer t
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure in accordance with RAS 11
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
5n
1 "� 11 1211 -,►�-11 [*—ill
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
51/2"
FASTENERS
NAIL ZONE/
COMMON BOND
EXPOSURE 5"
�-191h- - 9---+-3+91%2" 1-1 �
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 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.
i
CREEK
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (Vuii):
(Frederick) Basic Wind Speed (Vnd)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (Non-HVHZ):
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. 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 FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
IL ZONE/
MMON BOND
5-I n I
IT
EXPOSURE W
.I.J±
1191 -- 12-3181r— - 11'1 -- k—ITI
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
IL ZONV
MMON BOND
ERS
T
EXPOSURE 5"
1"'--►I �1- 9-1/2"�-►�-3'�--9�/8"�3'%Ir�l-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 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,ii):
(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 fo
new construction; Min. 15/32 in. plywood existinc
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank fo
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer tc
the manufacturer's application instructions when installinc
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with RAS 11 E
and manufacturer's published installation instructions
Shingles shall be attached using "6 Nail Pattern" detailec
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installatior
instructions. Shingles shall be attached using either "5 Nai
Pattern" or "6 Nail Pattern" detailed below.
tpo5ure
wuh
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
a
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.
i
CDEEK TAMKO BUILDING PRODUCTS
[t Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V„it): Max. 194 mph
(Frederick & Joplin) Basic Wind Speed (Vnd): 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 prevailing wind
rn1
1/8" exposure
Figure 1
Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
exposure
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.
C R E K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (Vic): 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. 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. Thel
direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
rn1
exposure
Figure 1
1"
Fastener
r �5-1/2"
Figure X. rlgure
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
o-- exposure
TBP15001.4 FL18355-R4 Page 10 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.
I
CREEK 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, 6r' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
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No 74021 = 11:31.41
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.0�T••.�� O ���� Zachary R. Priest, P.E.
� • R C? Florida Registration No. 74021
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0 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
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.