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HomeMy WebLinkAboutPRODUCT APPROVALr iui iva tj uI Iuuir' %.uuk' viuui�
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BCIS Home ' Lag In i User Registration Hot Topics 1 Submit Surcharge - Stats & Facts
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Product Approval Menu > Product or Application Search > Aoa Ii n � g�L y p p� y p�! A y p��y �9���a ,pI
r it FL # FL18355-R4 I nC�E PrdANS P'lND ALL ii11J1"OSeD y ORK
Application Type Revision Y;, ARE SUBJECT TO ANY CORRECTIONS
Code Version 2017 ray
Application Status Approved zREQUIRED BY �I�m®6NSPECT®RS THAT:
:EJiA BE NECESSRY W ORCEP TO It
Comments Archived D �----
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext2305
kerri—eden@tamko.com
Authorized Signature
Kerr] Eden
kerri_eden@tamko.com
. /
aTechnical
Representative
Kerr] EdenUCIE
COUNTY
Address/Phone/Email
PO Box 1404
DING DIVISION
7FOR
Joplin, MO 64so2REVIEWED
(417) 624-6644 Ext 2305kerri_eden@tamko.com
COM C
REVIEWED BY
DATE O — ..
Quality Assurance Representative
PLANS AND PE IT
Address/Phone/Email
MUST BE KEPT JOB OR
NO INSPECTION WILL BE MADE
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
G Validation Checklist- Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eva] Reoort Shingles final odf
Referenced Standard and Year (of Standard) standard
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 100
Year
2016
2010
2011
1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FLIB355 R4 Eguiv UL letter for standards for FBC 2017.odf
Sections from the Code
h4s://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazCYXQ... 1 /3/2018
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Aumma" of Prnducts
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
t
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
Installation Instructions
FL18355 R4 II TBP15001 4 2017 FBC Eva[ Report Shingles
final. d
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL18355 R4 AE T131315001 4 2017 FBC Eva] Report
Shingles final.odf
Created by Independent Third Party: Yes
Back Next
contact us:: 2601 Blair Stone Road Tallahassee F132399 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, 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
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Product Approval Accepts-
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Safe
https://www.floridabuilding.orglpr/pr app_dtl.aspx?param--wGEVXQwtDquvosrHazGXQ... 1/3/2018
No.
CREEK
Certificate of Authorization inb rgh Dr
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, a EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25, 2017
220 West 4°1 Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MOB
Phillipsburg, KS
Frederick, MD
'0
Dallas, TX L
Tuscaloosa, AL
,f
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
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-117-02-01 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 201 OA
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 201 OA
UL LLC (TST9628) 1 OCA50498 ASTM D 3462 2010A
UL LLC (TST9628) IOCA64882 ASTM D 3161 2.016
UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 201 OA
UL LLC (TST9628) 12CA24651 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 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
PRODUCT DESCRIPTION
Elite GlassSeal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
Heritage®.
-(ffalras,, Erede�ick,� -..-
_ Philli'psburg;&
s ruscaraosa)
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)
TAMKO BUILDING PRODUCTS
Asphalt Shingles
12-1/4" x 36",.ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
ceramic granules complying with ASTM D 3462.
12-114" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
13-1/4" x 39-3/8", 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.
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,
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
shingle surfaced with mineral granules complying with ASTM D 3462.
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
surfaced with mineral granules complying with ASTM D 3462.
" IF
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.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (V„ 11):
(Frederick, Joplin &
Basic Wind Speed (Veld):
Tuscaloosa)
Deck (HVHZ);
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
.Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
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 "4 Nail
Pattern" or"6 Nail Pattern" detailed below.
71W
5-1181,
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
6-7l811
5-1181,
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 (Veld):
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
NAI L ZON E
COMMON
BOND
6-1I$" EXPOSU RE 6-6/8"
12-1I211 12-3I$" �-1"
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
IE 5-5/8"
1'� �7-112'=►�1-7-1/2"-� 7�/8'�►�I-7-112"-►�7-1/2"-►�
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
TC7
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..
SCREEK
7AMK0 BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONE/
COMMON BOND
EXPOSURE 5 5/8"
1 '1 �I.7-1/2'=►�7-1/2'�►h-7-318'i� 7-'1{2�►IQ-7-1/2� �1..1„
Figure 6. Heritage® Woodgate
6 Nail Pattern
Common Bond
i
0
IDI
Y
39-3/8"
Figure 6, Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
PAINT
LINE,
7-7/8
l . EDGE OF.
6=1I8:" COMMON
BOND
EXPOSURE
ACCEPTABLE.
'FASTENER LOCATION
DO NOT FASTEN ,• COP
�ALONGIEDGE OF.COMMON"BONDLE
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 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
TF-cHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (V„„)'
(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. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. 0S13 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
1 I JEKPOSUPE 5°
� I I 1 I t t I I I i
1 —►I �---11 "--►�e 1211 —,►�--11 "--►i �-111i~
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only) �LEU'��GPY
,
NAIL ZONE/
FASTENERS COMMON BOND
551/2" [EXPOSURE 5"
�-9112-_'i'."5�1 5,--+3+91/2" j --1
—II Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
TSP15001.4 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.
CREEK
� � � TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed (Vua): 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. 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.
NAILZONE/
COMMON BOND
-112° EXPOSURE 6'
1'� �— 11"—►�-12-3/8"--1►�- 11" —� �-1,,,7
';��Figure10. Heritage® Woodgate (Frederick)LE CO,,,
4 Nail Pattern (non-HVHZ only) t
ZONE/
MON BOND
E -
' EIJIEXPOSURES"
1"—►I �i- 9-1/2" �3'�-9�18"--►,43'+►�- 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 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
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (Vut): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vase): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 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. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ):
'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.
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"5 Nail
Pattern" or "6 .Nail Pattern' detailed below.
tposure
%%h
!••—_io.�.—..I �+--tags--�
Figure 12. Heritage® Vintage®
6 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 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 reportdoes not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ICREEK
TABUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,
LLC
Hip & Ridge
Basic Wind Speed (V„„):
Max. 194 mph
(Frederick & Joplin)
Basic Wind Speed (Vasd):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19132 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 irr 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
rn1
5-1/8" exposure
Figure 1
Fastener
Figure 2
�- „o axposure
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.
§CREEK
TABUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (Vat): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasa): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 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
here
" exposure
Figure 1
Fastener Y
%0 Wxposure
m
-1/2"
Figure 2 "T Figure 3
Figure IS. 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.
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 HUHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height ;of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code.compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, a Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
S101161011111111
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CERTIFICATION OF INDEPENDENCE
2017.09.25
11:31:41
-04100`
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 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.