HomeMy WebLinkAboutPRODUCT APPROVAL ASPHALT SHINGLESFlorida Building Code Online
SCANNED
�b
N r
S ` • J '
- - lel' 3
BCIS Home Log In. User Registration Hot Topics Submit Surcharge Stats & Fa[ts
bQ
a
i ►' Product Approval
u "� USER: Public User
Product Approval Menu > Product or Aoptication Search >
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
> Application Detall
17
,MKO Building Products, Inc.
I Box 1404
plin, MO 64802
17) 624-6644 Ext2305
rri_eden@tamko.com
Eden
ko.com
Page 1 of 2
r,
OMPA llO..._'� �eartbHPR oHP6TlIF(91G ,C6ATAEtu1lPII
RECEIVED
APR 06 2018
ST. Lucie County, Permitting i
Technical Representative Kerrl Eden AV- 1911111111,
Address/Phone/Emall NO Box 1404 i ��
Joplin, MO 64802 FILE C v.
(417) 624-6644 Ext2305
kerri_eden@tamko.com
Quality Assurance Representative
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
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Zachary R. Priest
PE-74021
UL LLC
01/07/2019
Locke Bowden
1 Validation Checklist - Hardcopy Received
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
ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Eouiv UL letter For standards for FBC 2017 ndf
Sections from the Code
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ W83M... 2/6/2018
Florida Building Code Online
Page 2 of 2
i
Product Approval Method Method 1 Option D
Date Submitted 09/25/2017
Date Validated 69/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL #
Model, Number or Name
Description
18355.1
Glass -Seal, Elite Glass -Seal,
Heritage, Heritage Premlum,
Heritage Woodgate, Heritage
ASTM D 3462 asphalt shingles and, hip and ridge shingles
Vintage, Hip and Ridge, and
Vintage Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles
final.pdF
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A I
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 TBPIS001 4 2017 FBC Eval Report
Shingles nnal.pdf
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair
The State of Florida is an WEED employer. Copyright 2007
Under Florida law, email addresses are public records. If you r
electronic mail to this entity. Instead, contact the office by phoi
Section 455.27S(1), Florida Statutes, effective October 1, 2012,
they have one. The emalls provided may be used for official con
supply a personal address, please provide the Department with an
Back Nett
2ne Road, Tallahassee FL 32399 Phone: 850-4e7-1824
013 State of Florida.:: Privacy Statement :: Accessibility Statement :; Refund Statement
not want your e-mail address released In response to a public -records request, do not send
or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to
;nsees licensed under Chapter 455, F.S. must provide the Department with an email address if
iuniration with the licensee. However email addresses are public record. If you do not wish to
nall address which can be made available to the public. To determine if you are a licensee under
ter 455, F.S., please click ems.
'rvduct Approval Accepts:
0 ® k_ M
Credit Card
Safe
seeurilynlerltics
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83M... 2/6/2018
CREEK
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC
(813) 480-3421
EVALUATION REPORT
FLORIDA
BUILDING CODE, 6T" EDITION (2017)
Manufacturer: TAMKO BUILDING PRODUCTS
Issued September25, 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: 1504.1.1, 1507.2.5, 1507.2.7.1,
1523.6.5.1
Properties: Physical properties, Wind Resistance,
Wind Driven Rain
REFERENCES
EU!L
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-,'I-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-�117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-i130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP i165-02-01
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 1307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP-314-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP i315-02-01
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)ei
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)
10CA50498
ASTM D 3462
2010A
UL LLC (TST9628)
10CA64882
ASTM D 3161
2016
UL LLC (TST9628)
11 NK14014
ASTM D 3161
2016
ASTM D 3462
2010A
UL LLC (TST9628)
12CA24551
ASTM D 3161
2016
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(201.3)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.
' CREAK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal@)
12-1/4" x 36", ASTM D 3161.1 Class F and ASTM D 7158, Class H self-sealing, 34ab
(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 wi h asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles1shall 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)
I
Heritage@) Premium
13-1/4" x 39-3/8", ASTM Di 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg &
Tuscaloosa)
complying with ASTM D 3462.
Heritage® Premium
12" x 36", ASTM D 3161, CIlass 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® 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.
1
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.
JCREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
Basic Wind Speed (Vut):
(Frederick, Joplin &
Basic Wind Speed (Vasa):
Tuscaloosa)
Deck (HVHZ):
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
1"
TAMKO BUILDING PRODUCTS
Asphalt Shingles
I
I
Max. 194 mph
Max. 150 mph
16 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. 15132 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Ip 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.
Nailing '- ............... !..........---.. ...............----.--- 6-718"
Area - _ �.................................... _-� --: T - T5.118"
Figure 1. Elite GI
4 Nail Pattern
1"
Butt Edge
Seal & Glass -Seal
n-HVHZ only)
1"-
Nailing- ------.............-------- t....... f........................ 9 `---.....----......_. 6-7lPi"
Area- ------ - ......__.... ------ ------ - -------- ----------
5.1l8"
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
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.
JCREEK
TECHNICAL SERVICES, LLC
Heritage@
(Dallas, Frederick, Joplin,
Phillipsburg & Tuscaloosa)
Heritage@ Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Heritage@ Woodgate
(Dallas & Frederick)
6-1/8"
Basic Wind Speed (Vuic):
Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
FASTEN
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
with FBC requirements;
hed min. 15/32 in. plywood or wood plank for
tion; Min. 7/16 in. OSB existing construction.
with FBC requirements.
accordance with FBC requirements. Refer to
:urer's application instructions when installing
opes greater than 21:12.
5-5/8 in. exposure in accordance with RAS
iufacturer's published installation instructions.
II be attached using "6 Nail Pattern" detailed
5-5/8 in, exposure in accordance with FBC
and manufacturer's published installation
Shingles shall be attached using either "4 Nail
Nail Pattern" detailed below.
NAIL ZONE
BOND
EXPOSU RE. 5-6/8"
11�- 12-112" -*► - 12-3/8i' -+- 12-1 /21`r--1 "
Figure 3. Heritage% Heritage@ Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
6
NAIL ZONE
COMMON
BOND
IE 5-5/8"
i " i�1-r -i/2'� ►�- i-112"-►f �1- 7 3/8"-r�- 7-1 /2"-►i�-7-1/2"-►� r—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.
I
I
G R K TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
I
NAIL ZONE/
ASTENERS I COMMON BOND
6-1/8" EXPOSURE 5 518"
11 �7-1/2'+7-1/2'+7-3/8" i�-1/214�1.7-1/2� 1�4-1"
Figure 5. Heritage® Woodgate
6 Nail Pattern
12-1/2":I 1 1.12-1
0 Common Bond
FASTENERS
C0 + v
NO 7 `D
Y L6 q
3g 3/B'I
Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
7-7/811
6-1 /81,
I
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
."DO
OF
NAIL ZONE
EDGE OF
COMMON
BOND
-------- -•�'`- COMMON BOND
I
PREFERRED
FASTE NE R
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 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.
`Y�y CREEK
TECHNICAL SERVICES, LLC
Heritage@) Premium Basic Wind Speed (Vuu):
(Frederick) Basic Wind
Speed (Vasd):
Deck H
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
accordance with FBC requirements;
)lidly sheathed min. 15132 in. plywood or wood plank for
aw construction; Min. 7/16 in. OSB existing construction.
accordance with FBC requirements.
12 and in accordance with FBC requirements. Refer to
e manufacturer's application instructions when installing
singles at slopes greater than 21:12. .
stalled with 5 in. exposure in accordance with RAS 115
id manufacturer's published installation instructions.
singles shall be attached using "6 Nail Pattern" detailed
nstalled with 5 in. exposure in accordance with FBC
equirements and manufacturer's published installation
nstructions. Shingles shall be attached using either "4 Nail
'attern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
COMMON BOND
61�I ( I 1 1 I ! i01108UIIE 5"
1 "--►� P`— 11 "--r --- 12"
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern I(non-HVHZ only)
I
FASTENERS
NAIL ZONE/
COMMON BOND
51/2" ERPOSURE 5"
I n V� F,-I] I
1 "---I►I �-91/2"-43+— 9"--►h-.3" 91/2" 1 —'1
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 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.
C R K TAMKO BUILDING PRODUCTS
Asphalt Shingles
W
TECHNICAL SERVICES, LLC
i
Heritage® Woodgate Basic Wind Speed (V„ u): Max. 194 mph
(Frederick) Basic Wind Speed (V.sd): Max. 150 mph
Deck (Non-HVHZ): I9' accordance with FBC requirements;
Stolidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. 0S13 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
T T
5-1/2" EXPOSURE 5"
11'. --►�-12-3/8"
Figure 10. Heritage@ Woodgate (Frederick)
4 Nail Pattern (ion-HVHZ only)
V-�
Figure 11. H
6 Nail Pattern
EXPOSURE Y
Ite (Frederick)
ZONE!
MON BOND
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@ Basic Wind Speed (V„ it):
(Phillipsburg) Basic Wind Speed (Vew):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
lax. 194 mph
lax. 150 mph
accordance with FBC requirements;
olidly sheathed min. 19/32 in. plywood or wood plank for
=w construction; Min. 15/32 in. plywood existing
In accordance with FBC requirements;
Siolidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2H2 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
singles 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
Iled with 5 in. exposure in accordance with FBC
rements and manufacturer's published installation
Ictions. Shingles shall be attached using either "5 Nail
rn" or "6 Nail Pattern" detailed below.
kposwe
Notch
�—tarn•—«j I l+—tava•—"1
Figure 12. Heritage@ Vintage@
5 Nail Pattern (i non-HVHZ only)
V
Figure 13. Heritage@ Vintage®
6 Nail; Pattern
TBP15001.4 FL18355-R4 Page 8 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
Hip & Ridge Basic Wind Speed (V„ii):
(Frederick & Joplin) Basic Wind Speed (Vwd):
Deck (HVHZ):
TBP15001.4
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
Direction of prevailing wind
t h5-1/8" exposure
TAMKO BUILDING PRODUCTS
Asphalt Shingles
ax. 194 mph
ax. 150 mph
accordance with FBC requirements;
ilidly sheathed min. 19/32 in. plywood or wood plank for
w construction; Min. 15/32 in. plywood existing
accordance with FBC requirements;
Aidly sheathed min. 15/32 in. plywood or wood plank for
.w construction; Min. 7/16 in. OSB existing construction.
accordance with FBC requirements.
12 and in accordance with FBC requirements.
stalled with 5-1/8 inch exposure in accordance with the
3C and manufacturer's published installation instructions.
ie direction of the exposed end shall be away from the
evailina wind.
start -
here
Figure 1 5-1/8" exposure
a
1"
Fastener
Figure 2
Figure 14. Hip & Ridge (Frederick & Joplin)
FL18355-R4 Pace 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.
REEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (V„ ii):
Max. 194 mph
(Phillipsburg) Basic Wind Speed (Ve5d):
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
Underlayment:
new construction; Min. 7/16 in. OSB existing construction.
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.
I
Direction of prevailing
wind
I
exposure
ICA
Fn
Starnt
exposure
Figure I
Fastener
Figure 2
rlmirp_ :S
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
i
TBP15001.4 F08355-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 corpply 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
I
The products evaluated herein by Zachary R. Priest, REI have demonstrated compliance with the Florida Building
Code, 6v' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
n
111ttr1111j
R. p �'��,
Ns W
No 74021
:5 ' STATE OF 41
41
CERTIFICATION OF INDEPENDENCE
LIU I 9.25
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 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.