HomeMy WebLinkAboutProduct Approval (2)8/17/2018
Evaluation Report
Florida Building Code Online
Florida License
PE -74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
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t� k A
FL #
FL18355-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kern Eden
kerrl_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
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 the Zachary R. Priest
Evaluation Report
Florida License
PE -74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
01/07/2019
Validated By
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) Standard
ASTM D 3161
ASTM D 3462
ASTMD D 7158
TAS 100
Equivalence of Product Standards
Certified By
Year
2016
2010
2011
1995
Approved Testing Lab
FL18355 R4 Eguiv UL letter for standards for FBC 2017 pLf
https://www.floridabuilding.org/prlpr_app otl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDlM2Xu9wuWmY6PQIJlukQ%3d%3d 1/2
8117/2018
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
a--. of DrnAuetr
Florida Building Code Online
Method 1 Option D
09/25/2017
09/27/2017
10/08/2017
12/12/2017
FL # Model, Number or Name
18355.1 Glass -Seal, Elite Glass -Seale
Heritage, Heritage Premium,
Heritage Woodgate, Heritage
ASTM D 3462 asphalt shingles and hip and ridge shingles II
I
Vintage, Hip and Ridge, and Vintage
iI Nip and Ridge Shingles
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
1 Impact Resistant: N/A
{ Design Pressure: N/A
I} Other: See evaluation report for limits of use.
Installation Instructions
FI 18355 R4 II TBP15001 4 2017 FBG Eval
Ra ort 'ngJ@_S I
f nghpdf
Verified By: Zachary R. Priest PE -74021
i Created by Independent Third Party: Yes
i Evaluation Reports
{ FL18355 R4 AE TBP1500I 4 2017 FBC Eval
Re ort hing es
(
Created by Independent Third Party: Yes
i
WIM
Contact Us :: 2601 Blair stone Road, Tallahassee FL 32399 Phone• 850-487-1824
The State of Florida is an AA/EEO employer. ggpyygpt 2607-20L3 State of Florida.:: EaMW Statement :: Access ibiIih_ Statement :: RlPIn S1;t ment
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 this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1345. *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 emalis
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:
fret
Credit Card
Safe
https://www.flaridabuilding-org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDlM2XugwuWmY6PQIJiukQ%3d%3d 2/2
Certificate of Authorization No. 29824
C'R E E K17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE, r EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2097
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: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind Resistance, Wind Driven Rain
REFERENCES
Entit
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
TRS 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
05NK28006
ASTM D 3462
ASTM D 6381
2010A
2008(2013)e1
UL LLC (TST9628)
UL 2390
ASTM D 7158
2011
UL LLC (TST9628)
06NK03898
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
OSCA59132
ASTM D 3161
2016
UL LLC (TST9628)
09NK07896
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
10CA50498
ASTM D 3462
2010A
UL LLC (TST9628)
1OCA64882
ASTM D 3161
2016
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
4786110543
ASTM D 3161
ASTM D 6381
2016
2008(2013)91
UL LLC (TST9628)
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 (ANE 11669)
TBP15001.3
Calculations
2017
TBP15001.4
FL18355-114
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.
CREEKE C` TAMKO BUILDING PRODUCTS
fir. Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-SeallD 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® 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
Joplin, Phillipsburg & complying with ASTM D 3462.
Tuscaloosa)
Heritageg Premium 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
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® 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.
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® Woodgete 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.
TB1515001.4 FL18355-R4 Page 2 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.
REEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (Vint):
(Frederick, Joplin &
Basic Wind Speed Nam):
Tuscaloosa)
Deck (HVHZ):
&
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
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 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using 1 Nall 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.
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
TIP
-71$"
5-11$"
.1__1
Bu1dt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
MW
S-1/811
TBP15001.4 FL18355-R4 Page 3 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, i-.i—C
Heritage@
Basic Wind Speed (V„lt):
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 Nail
Pattern" or "6 Nail Pattern" detailed below.
6-1/8"
FASTENERS` NAIL ZONE
COMMON
----: -- ROND
EXPOSURE 6-5/8"
1 " [iill- 12-112" -► --12-3/8" -► - 12-1 /2"-►` �--1 11
Figure 3. Heritage®, Heritage@ Premium, and Heritage@ Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS
1' --Irl h-�'-�t���l►�,-�-�ta�►-►�,- 7.���-�,r-�-1
NAIL ZONE
COMMON
BOND
EXPOSURE 5-5V
-1/2"1111 �--i
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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES, LLC
NAIL ZONEI
COMMON BOND
,i `
i18 EXPOSURE 5 V81'
Figure 5. Heritage® Woodgate
6 Nail Pattern
PAINT
LINE,
T -7J8°
6-118°
12-1/2"
El Common Bond
FASTENERS
39-3t8"
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
ACCEPTABLE
FASTENER LOCATION
CIO NOT FASTEN
OMM N BOND
ASTENERC
LOCATION
ZONE
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
FI -18355-114 Page 5 of 11
TSP15001.4
This evaluation report is provided for -tate of Florida product approval under Rule f51 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 SIERVICE5, LLC
Heritageta Premium Basic Wind Speed (Veit):
(Frederick) Basic Wind Speed (Vaw):
Deck (HVHZ):
Deck (Non-HVHZ):
Underiayment:
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. 15132 in. plywood existing
construction.
In accordance with FBG requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure in accordance with 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 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
COMMON BOND
511
1 "--►� i -' 11" 12" — —11 "---� �--1
11
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS rv-�— /COMMON BOND
EXPOSURE 5°
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
TBP15001.4FL18355-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.
ded use, or other product attributes that are not
This evaluation report does not express nor imply warranty, installation, recommen
specifically addressed herein.
CREEK
TECHNICAL SERVICPS, L.I-»C
Heritage® Woodgate Basic Wind Speed (V„ i,):
(Frederick) Basic Wind Speed (Vasd):
Deck (Non-HVHZ):
5-1
Undedayment:
Min. slope:
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 15132 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 Nall
Pattem" or "6 Nail Pattern" detailed below.
ZONFJ
MON BOND
11" —'1"r-12-3/8" 11" —� 1-1"
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
ZONE(
MOM BOND
a -1i2" IXPOC"RE 5"
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.
REEK
'T`ECHNICAL. SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (Vun):
(Phillipsburg) Basic Wind Speed (Va.d):
Deck (HVHZ):
Deck (Non-HVHZ):
Undedayment:
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 FBG
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
Figure 12. HeritageO Vintages
5 Nail Pattern (non-HVHZ only)
(Pogure
Notch
Figure 13. Heritage® Vintage®
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
GREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V,,,t):
(Frederick & Joplin) Basic Wind Speed Nam):
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 FBG 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
- ��a'wsaw�ur�0
14 1"
Fastener
r --x.5.58„
Figure 2
upoaure
Figure 14. Hip & Ridge (Frederick & Joplin)
TSP15001.4 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.
�" TAMKO BUILDING PRODUCTS
Lr ,Asphak Shingles
TECHNICAL SERVICES, LLC
Vintage@ Hip & Ridge Basic Wind Speed (V„ it): Max. 194 mph
(Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph
Deck (HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment: In accordance with FBG 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
5" exposure
�1
Figure 1
1 IF
Fastener
Figure 2
a- exposure
t-igure u
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.4 FI -18355-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 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 undedayment 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, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
►►►►111111r>>1,`
R. p �i
�� G • • -E N
No 74021
{r
• w
3 :, STATE OF 141
0 Al
CERTIFICATION OF INDEPENDENCE
2017.09.25
11:31:41
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-041001
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 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.