HomeMy WebLinkAboutPRODUCT APPROVAL12/1512017 }} Florida Building Code Online
L Em C 0 t ♦ FIm"
t
BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Stabs & Facts I Publlcaticris I FBC Stale BCIS Site Map Unks Search
Fondaa
r.1�Y `orr�, h. Product Approval
jl py USER: Public User {^ T� (T � 9 V 3
6��aa 4v � � � �y' o
Product Approval Menu > Product or Application Search > Aoplicaeion Us[> Applicatio etailo E C 1 5 2D11
_ FL # FL18355-113
Application Type Revision
Cade Version 2014
Application Status Approved
THESE ?U.N-9 AND ALL PROPOSED WORX,
ARE SUBJECT TO ANY Cori RECTIf„ N S
Comments SCANNED
Archived BY
E>
REQUIRED BY FIELD INSPECTORS THP;
St. Lucie County
MAY BE KIECECSALEY IN ORDER TO
Product Manufacturer
TAMKO Building ProductsCTISITILY WITH ry 1 I f• Er,
Address/Phone/Email
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_ed en@tamko. com
Authorized Signature
Kern Eden
kerri_eden@tamko.com
/ — O v7
BT LUCIE OUN
Technical Representative
13UILDING DIVISION
Address/Phone/Email
REVIEWED
FOR COMPLIA
Quality Assurance Representative
REVIEWED BY
DATE — -177
Address/Phone/Email
PLAN AND E MIT
MUST BE SCEPT O JOB OR
Category
Roofing
NO INSPECTION WILL BE MADE
Subcategory
Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Zachary R. Priest
CONCEALED FASTENERS OR ATTACHMENTS
the Evaluation Report
Florida License
PE-74021
ARE OF
FFITHE
RES(1Pg�R
Quality Assurance Entity
ILL LLC
�THE
GON �F RECORDONSIBUTTY
CONTRACTOR
RAFl1
Quality Assurance Contract Expiration Date
01/07/2019
IY
Validated By
Locke Bowden
v' Validation Checklist - Hardcopy Received
Certificate of Independence
FL18355 R3 COI TBP15001.3 FBC 2014 Product Evaluation Report
Shinciles.ridf
Referenced Standard and Year (of Standard)
Standard
Year
ASTM D 3161
2009
ASTM D 3462
2009
ASTMD D 7158
2008
TAS 100
1995
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwlDquvosrHazGXQW83MPT3uofKl2FSvRVj3yllYNvoJiP6gg%3d%3d 1/2
12/16/2017
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
05/09/2017
05/10/2017
05/15/2017
08/08/2017
09/25/2017
FL At
Model, Number or Name
Description
18355.1
Glass -Seal, Elite Glass -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FLIS355 R3 II TBP15001.3 FBC 2014 Product Evaluation
Report Shinciles.pdf
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
FLIB355 R3 AE TBP15001.3 FBC 2014 Product Evaluation
Report Shingles.odf
Created by Independent Third Party: Yes
Conrad Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Modda is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to Nis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.-Pumuant to Section
455.275(1), Flonda 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 click here .
Product Approval Accepts:
® Ed Im
r w
-Ic `'ram
n
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param-wGEVXQwtDquvosrHazGXQW83MPT3uofKl2FSvRVj3yllYNvoJiP6ggg/pad%3d 212
G R �t �i � Certificate of Authorization No. 29824
FLi i 1F�i i 17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5Ta EDITION
Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9, 2017
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
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Ent!
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)et
PRI Construction Materials Technologies (TST5878)
TAP-317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
ASTM D 3161
2009
UL LLC (TST9628)
04NK24366
ASTM D 3462
2009
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)et
UL 2390
ASTM D 7158
2008d
UL LLC (TST9628)
06NK03898
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
0SCA59132
ASTM D 3161
2009
UL LLC (TST9628)
09NK07896
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
IOCA50498
ASTM D 3462
2009
UL LLC (TST9628)
IOCA64882
ASTM D 3161
2009
UL LLC (TST9628)
11NK14014
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
12CA24551
ASTM D 3161
2009
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)el
UL LLC (TST9628)
4787043752
ASTM D 3161
2009
UL LLC (TST9628)
4787148748
ASTM D 7158
2008d
ASTM D 3161
2009
ASTM D 3462
2009
CREEK Technical Services LLC (ANE11669)
TBP15001.3
Calculations
2017
TBP15001.3 FL18355-R3 Page 1 of 11
This evaluation report is provided for Stale 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
PRODUCT DESCRIPTION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
Glass -Seal
(Frederick &
Tuscaloosa)
Glass -Seal
(Joplin)
eilfage AO
(Dallas, Frederick,
Joplin, Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Dallas, Frederick,
Phillipsburg &
Tuscaloosa)
Heritage® Premium
(Frederick)
Heritage® Vintage®
(Phillipsburg)
Heritage@O Woodgate
(Dallas & Frederick)
Heritage® Woodgate
(Frederick)
Hip and Ridge Shingles
(Frederick & Joplin)
Vintage® Hip and Ridge
(Phillipsburg)
TBP15001.3
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 shinglesurfaced 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.
L El
FL18355-R3 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.
CMREEK
TECHNICAL SERVICES, LLC
INSTALLATION
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Elite GlassSeal®
Basic Wind Speed (V.u):
Max. 194 mph -
(Frederick, Joplin &
Basic Wind Speed (V,.i):
Max. 150 mph
Tuscaloosa)
Deck (HVHZ):
In accordance with FBC requirements;
&
Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass -Seal
new construction; Min. 15/32 in. plywood existing
(Frederick, Joplin (Non-
construction.
HVHZ) & Tuscaloosa)
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.
Undedayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ):
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ):
Installed with 5-1/8-inch exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
-7♦$n
5-1181,
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Copy
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
TBP15001.3 FL1S355-R3 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.
CREEKTAMKO
BUILDING PRODUCTS
SC
Asphalt Shingles
TECHNICAL SERVICES,
LLC
Heritage®
Basic Wind Speed (Vau):
Max. 194 mph
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vasd):
Max. 150 mph
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
In accordance with FBC requirements;
&
Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage@ Premium
new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick
construction.
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
In accordance with FBC requirements;
&
Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage@ Woodgate
new construction; Min. 7/16 in. OSB existing construction.
(Dallas & Frederick)
Undedayment:
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 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed'
below.
Installation (Non-HVHZ):
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 Ratt0ffi" or "6 Nail Pattern" detailed below.
F pr , IV
U. � '
FASTENERS NAILZONE
COMMON
BOND
6-1/8'I
EXPOSU RE 6-618"
11h-- 12-1 /2" -+- 12-31811 --►- 12-1 /21`�--1 "
Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
■ ��� BOND
EXPOSURE 5-5/8"
Figure 4. Heritage@ & Heritage@ Premium
6 Nail Pattern
TBP15001.3 FL18355-R3 Page 4 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
TAMKO BUILDING PRODUCTS
Asphalt Shingles
1.'"'" �7=112'�-7112'�►II�Z�/8's►�f-7.1/2!M�7•'1f2
Figure 5. Heritage@ Woodgate
6 Nail Pattern
® Common bond
39-318,
Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate
Alternate 6 Nail Pattern
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
TBP15001.3 FL18355-R3 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.
M-iQ11111111111CREEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Vwr):
(Frederick) Basic Wind Speed (Vow):
Deck (HVHZ):
7 �IL-111
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 manufacturers 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.
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
FASTENERS
' Z+-- 911--+-3n 9y2n j —7 e
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
5"
ZONE/
NON BOND
TBP15001.3 FL18355-R3 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
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (V,n):
(Frederick) Basic Wind Speed (V,w):
Deck (Non-HVHZ):
5•
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. 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
EXPOSURE 9'
.J..j
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
ZONE/
AON BOND
OND
TBP15001.3 FL18355-R3 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 (Vmr):
(Phillipsburg) Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment:
Min. slope:
Installation (HVHZ):
Installation (Nan-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. 15132 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 manufacturers published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturers published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
,P.U.
%h
Figure 12. Heritage@ Vintage®
5 Nail Pattern (non-HVHZ only)
Figure 13. Heritage@ Vintage
6 Nail Pattern
FL18355-R3
8of 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„ it):
(Frederick & Joplin) Basic Wind Speed MV d):
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. 7116 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 manufacturers published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
exposure
Figure 1
nor
Figure Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
3xposure
ZOE
TBP15001.3 FL18355-R3 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
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (V„n):
(Phillipsburg) Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment:
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 manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
exposure
Figure 1
1"
�( Fastener
�5-112"
Figure 2
P Y�
E"
Fir L �" , 0
o exposure
— Figure 3
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.3 FL18355-R3
10 of 11
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.
"T11111111111
VICREEK
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 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 51" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
,QG,���G LE
'
-'MPY
No 74021 p
2017.05.09
15:06:10
:9'. STATE OF : 4U� ��U "```` - 0400
0,0 c4 0 R eZachary R. Priest, P.E.
�j�=� Florida Registration No. 74021
SS10NA- t�,,, 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 vdll acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.3 FL18355-113 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.