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> Application List > Application Detall
FL18355-R4
Revision
2017
Approved
I011
TAMKO Building Products, Inc.
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ex
kerri_eden@tamko.c
Kerr] Eden
kerri—eden@tamko.com
Kerri Eden
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext2305.
kerri—eden@tamko.com
Roofing
Asphalt Shingles
i4 I
pBPR HOME- ABOUrDBPRI pBPR-0IYg1pR5� DphTACi DBPit
MAY 2 5 2018
Permitting Department
St. Lucie County, FL
LE COPY
Compliance Method
Evaluation Report from a Florida Registered Architect or a licensed
Florida Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or A chitect Name who developed
Zachary R. Priest .
the Evaluation Report
Florida License I
PE-74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
Validated By. 1
Locke Bowden P.E.
1
j❑/
Validation Checklist - Hardcopy Received
Certificate of Independence
FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final pdf
Referenced Standard and Year (of Standard)
Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
i'
ASTMD D 7158 2011
TAS 100 1995
Equivalence'of Product Standards
Certified BY,
Approved Testing Lab
FL18355 R4 Eguiv UL letter for standards for FBC 2017.pdf
Sections from the Code
h4://vwuw. floridabuilding. org/pr/pi_app_dtl. aspx?param=wGEVXQwtDquvo srHazGXQ... 5/24/2018
Florida Building Code Online
v � �
Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted
( 09/25/2017
Date Validated
09/27/2017
Date Pending FBC Approval
10/08/2017
Date Approved
12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
183551'
Glass -Seal, Elite Glass -Seal,
Heritage, Heritage Premium,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage Woodgate, Heritage
Vintage, Hip and Ridge, and
Vintage Hipland Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes J
Approved for use outside HVHZ: Yes
FL18355 R4 II TBP15001 4 2017 FBC Eva[ Report Shingles
final.odf
Impact Resistant: N/A li
Design Pressure: N/A
Other: See evaluation report for limits of use.
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 finai.odf
Created by Independent Third Party: Yes
I
Back Next
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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electronic mall 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
Sectlon 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 click here .
IProduct Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDquvosrHazGXQ... 5/24/2018
CREEK,!
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer:
Manufacturing Plants
Quality Assurance:
SCOPE
Category:
Subcategory:
Code Sections:
Properties:
REFERENCES
TAMKO BUILDING
220 West 4t' Street
Joplin, MO 64801 ,
(417) 624-6644 ;
Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL,
UL LLC (QUA9625)
f
Roofing j
Asphalt Shingles
1504.1.1, 1507.2.5,
Physical properties,
RODUCTS
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 6 H EDITION (2017)
1507.2.7.1, 1523.6.5.1
Wind Resistance, Wind Driven Rain
Issued September 25, 2017
Entity I
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 Technologie's (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)
10CA64882
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
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
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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®
(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)
13-1 /4" x 39-3/8", ASTM D 3161,
reinforced, laminated architectural
complying with ASTM D 3462.
i
13-1 /4" x 39-3/8", ASTM D 3161,
reinforced, laminated architectural
complying with ASTM D 3462.
Class F and ASTM D 7158, Class H fiberglass
asphalt shingle surfaced with mineral granules
Class F and ASTM D 7158, Class H fiberglass
asphalt shingle surfaced with mineral granules
12" x 36",i'ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
laminatedI 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.
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®
1
Basic Wind Speed (V,&):
(Frederick, Joplin &
Basic Wind Speed (V.sd):
Tuscaloosa)
Deck (HVHZ):
'
I
Glass -Seal
I
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
i
Installation (Non-HVHZ):
,I
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 "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
7/8"
5-118"
-7/8n
Mi81•
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)
I
Basic Wind Speed (V„it):
Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
I
I
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 NAIL ZONE
COMMON
iE-�-�:��BOND
EXPOSURE 6-6/8"
�-- 12-1 /2"12-3/8" ---►h- 1 2-1/2 "-
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
6-1
NAIL ZONE
COMMON
BOND
EXPOSURE 5-5/8"
1" �-7-1/2'L�41-7-1/2`110 l- 7-&8'-H4-7-1/ `10► 7-1/2'-� N--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 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 TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL•SERVICES, LLC ,
NAIL"ZONE/ .
ASTENERS' .; . . ; COMMON
E}IPQSURE 5 5/8"
A.,
Figure 6. Heritage®Woodgate
6 Nail Pattern
►�1"�1"��--12-1/2"-►� 12-172">�1"�1'1�-
i j i i i
Common Bond
FASTENERS
r i i
Tt
�p 11 Cb
1
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
TBP15001.4 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.
CREEK
TECHNICAL SERVICES, LLC !
Heritage@ Premium
(Frederick)
f
Basic Wind Speed (V„ ic):
Basic Wind Speed (.Vud):
Deck (HVHZ); J
i
Deck (Non-HVHZ):
i
Underlayment:
Min. slope: I
Installation (HVHZ):
Installation (Non-HVHZ):
,
I
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 ZONFJ
'COMMON BOND
1.211
Figure 8. Heritage@ Premium (Frederick)
I 4 Nail Pattern (non-HVHZ only)
I
NAIL ZONE/
FASTENERS %COMMON BOND
5.1/2 EXPOSURE 5"
° �-91/2' 9°+a+91/21' Icy n
Figure 9. Heritage® Premium (Frederick)
.6 Nail Pattern
i
I
I
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
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
(Frederick)
I
Basic Wind Speed (V"ic):
Basic Wind Speed (Vnd):
Deck (Non-HVHZ): I
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 1construction.
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.
ZONE/
MON BOND
t I I T
EXPOSURE 5"
11'. -'I�12-3/8" _I_ 1111 � �-111
Figure'10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
IL ZONEI
MMON BOND
f I
5.11r' EXPOSURE 5"
1"—I� �- 9-�/2" ii�►�3'�►�-9�318"--►�f�3 4. 9-1/2" —►� �-v
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
F
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®
(Phillipsburg)
Basic Wind Speed (V;,it):
Basic Wind Speed (Vasa):
Deck (HVHZ): ,
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (No In-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.
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
1-Vr i
Figure 13. Heritage® Vintage®
6 Nail Pattern
kposwe
roans
ENPMM
/ Nauft
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (VUic):
(Frederick & Joplin) Basic Wind Speed Nod):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min: 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevalling wind.
It , 571/8" exposure
Figure 1
I % .1.
,Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
Dxposure
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 TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (V;,ic): Max. 194 mph
(Phillipsburg) 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 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
I
Figure 1
1 DD
Fastener
r �5-1/2"
Figure 2
1Uxposure
1„
Fastener
7/4„ 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 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 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, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
R. p
IV
No 74021
'.• -S TAT E OF ' Z/
00
111
CERTIFICATION OF INDEPENDENCE ,
2017.09.25
11:31:41
._w-04'00'
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.
TBP15001.4
This evaluation report is provided for State of Flc
Technical Services, LLC of any product changes
This evaluation report does not express nor impl
specifically addressed herein.
END OF REPORT
FL18355-R4
11 of 11
da product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
r quality assurance changes throughout the duration for which this report is valid.
warranty, installation, recommended use, or other product attributes that are not