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Product Approval�Z���& USER: Public User EN
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P..[.4.95I6L.P_P.PL4Ys?LMefly > RmohiSioG.9RP_Lcs?.t14.45.g. rc > P..eP_Ilsa51v2ti .[> Application Detail FEB.*.2010
FL # FL18355-R4 PerMliting pepartment
Application Type Revision St. Lucie County
Code Version 2017
Application Status Approved
°00_ coo
Comments
Archived E ?
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404 ST. LITUE COU'YfY A DIVISION
Joplin, MO 64802
(417) 624-6644 Ext 2305 R.EVLENVED FOR COI L CE
kerri_eden@tamko.com REVIEWED Y
DATE
Authorized Signature Kerri Eden PLANS AND PERNUT MIST BE KEPT ON JO
kerri_eden@tamko.com OR NO INSPECTION' WILL Of. MBE,
Technical Representative
Address/Phone/Email
Quality Assurance Re
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Kerri Eden
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext2305
ke rri_ed e n @ to m ko, cbm
Roofing
Asphalt Shingles
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORREC11ONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECFASARY IN ORDER TO
COMPLY W17I AW, AW904 999E9,
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Ci Evaluation Report - Hardcopy Received
ONCEALED FASTENERS OR ATTACHMENTS
Zachary R. Priest ARE THE RESPONSIBUTYyOF THE
21 UL LLC CONTRACTOR OF RECORD
UL LLC
01/07/2019
Locke Bowden
1. t Validation Checklist - Hardcopy Received
FL18355 R4 COI TBP150Q1.4 2017 FBC Ev_al Report Shingles final.ndf
Referenced Standard and Year (of Standard) Standard
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 100
Equivalence of Product Standards
Certified By
Sections from the Code
Year
2016
2010
2011
1995
Approved Testing Lab
FL18355 R4 EQuiv UL letter for standards for FBC 2017.pdf
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
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
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 I
FL18355 R4 II TBP15001.4 2017•FBC Eval Report Shingles
final.Ddf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE-74021
Design Pressure: N/A I
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FL18355 R4 AE TBP15001.4 2017 FBC Eval Report
Sinclesfj an I.pdf
Created by Independent Third Party: Yes
I
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Under Florida law, email addresses are public rep
mall to this entity. Instead, contact the office by
(I), Florida Statutes, effective October 1, 2012,
emails provided may be used for official commun
please provide the Department with an email ai
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is :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824
Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
is. If you do not want your e-mail address released in response to a public -records request, do not send electronic
one or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275
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tion with the licensee. However email addresses are public record. If you do not wish to supply a personal address,
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click here .
Product Approval Accepts:
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Safe
ui�i .III I i,�i.
TECHNICAL SERVICES, LLC
EVALUATION REPORT
Manufacturer: TAMKO BUILDING PRODUCTS
220 West 0 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
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE, 6T" EDITION (2017)
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Issued September 25, 2017
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 (TST5876)
TAP-11,7-02-01
TAS 100
1995
PRI Construction Materials
Technologies (TST5878)
TAP-130-02-01
TAS 100
1995
PRI Construction Materials
Technologies (TST587,8)
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)
I t
04NK24366
ASTM D 3462
2010A
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)el
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)
IOCA64882
ASTM D 3161
2016
UL LLC (TST9628)
1INK14014
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)el
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.
TAMKO BUILDING
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick, Joplin &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick &
asphalt shingle with, fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin)
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 34621. Shingles shall be used in the non-HVHZ only.
Heritage®
13-1/4" x 39-3/8" I ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
13-1/4" x 39-3/81', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Vintage®
I
17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.1
Heritage® Woodgate
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas & Frederick)
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Woodgate
12" x 36-3/8';, ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick)
asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used' in the non-HVHZ only.
Hip and Ridge Shingles
12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick & Joplin)
shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® Hip and Ridge
12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg)
surfaced with mineral granules complying with ASTM D 3462.
TBP15001.4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 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„il):
(Frederick, Joplin &
Basic Wind Speed (Vasd):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ): 1
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
I
I
A oa
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.
111 , i / 1,l
BW Edge
lure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
Butt Edges
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
L• 7 J[ifl
5-1 /8"
-77811
-s-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
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage&
Basic Wind Speed (V,,,,):
Max. 194 mph
(Dallas, Frederick, Joplin,
Basic Wind Speed (Vnd):
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)
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
I
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
i
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-' VHZ):
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
I
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NERS NAIL ZONE
COMMON
�-- BOND
6-1/8,11 1 1 11 1 1 1 1 EXPOSURE l;-rig"
1 " �- 12-1 /2"--w�-12-3/8" - r- 12-1 /2".-� �-1"
Figure 3. Heritage@, Heritage@ Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
EXPOSURE 6-5518"
�1-7-1/2'H�-7-1I2"-�4- 7�i'.r8"-��4-7-112"-►�-7-1J2"-�
Figure 4. Heritage® & Heritage@ Premium
6 Nail Pattern
I —1"
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.
CREEK
TECHNICAL SERVICES, LLC
TAMKO BUILDING PRODUCTS.
Asphalt Shingles
NAIL ZONE!
COM'MQN BOND
6.1/Su OpipsunE 5 r.
U,7=1/2=►�1-7-1/2`W7-31$=1��*7-i/Z�#+Ip7-L/2.1„
Figure 5. Heritage® Woodgate
6 Nail Pattern
r
M —
C y
N CL
to X
yw
PAI NT
LINE.
21. Common Bond
39-3/8" —
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
I
,-'FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
-COMMON BOND,
M
w-'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.
y CREEK
TECHNICAL SERVICES, LL'C
Heritage® Premium Basic Wind Speed (Vuh):
(Frederick) Basic Wind Speed (Vasd)
Deck (HVHZ):
51%2°
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ)
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAI L ZONE/
COMMON BOND
WIM
�- 1111 - i 12" "-►� �--1"
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
F9
NAIL ZONE!
COMMON BOND
EXPOSURE 5°
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
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
Asphalt Shingles
TECHNICAL
SERVICES, LLC
Heritage® Woodgate
Basic Wind Speed (V„it): 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.
NAIL ZONE/
COMMON BOND
FASTENERS J
E:WT
-
5-1/2r'
EXPOSURE V'
1'
11 ° 12-3/81r 11" --1 N— i vl
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON BOND
FASTENERS
jEJ(POSl3IZE
1"-�
1 9.1/E" B•31g"3' 9.1�� �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.
i
I
CREEKk
TECHNICAL SERVICES, LLC
Heritage® Vintage®
(Phillipsburg)
61
Basic Wind Speed (V„ii):
Basic Wind Speed (Va+d):
Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood .existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance .with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or T Nail Pattern" detailed below.
I
I
I
1�.�l JIA'— Yf st' j--•�r 9.1N' •--►�.i— 41N`
Figure 12. Heritage® Vintage®
5 Nail! Pattern (non-HVHZ only)
i
1 a•11r
rxposm
-tbtch
Figure 13. Heritage® Vintage®
6 Nail Pattern
TBP15001.4 i 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,Ior 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.
CREEK3F
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (Wit):
(Frederick & Joplin) Basic Wind Speed (Va4):
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 prevailing wind
exposure
a
Figure 1
Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
i
exposure
TBP15001.4 ' FL18355-R4 Page 9 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
Vintage® Hip & Ridge Basic Wind Speed (V,,i,): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vmd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min. slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
tart
ere —
exposure
Start
here
Figure 1
5" exposure
i
`,�;'I Fastener j
Figure 2 1/4"
i
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
I
Figure 3
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 TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
LIMITATIONS i
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 gave 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, 6`h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
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No 74021 •'�
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/STATE OF ��/
iF• 0R,
CERTIFICATION OF INDEPENDENCE
,_. _2017.09.25
:.:.. 11:31:41
-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.
i
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..