HomeMy WebLinkAboutProduct Approval Florida Building Code Online 3/4/19 7:56 PM
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°OFFICE O & e': FL# FL18355-R4 /114/1 Q
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"sfc#3et°
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Application Type Revision perov 2018
Aopli ation Status Approved 14790
St•L ceCo rt ° r
p unty n,
i
` . : .°^i Comments
Archived ._
�'' Product Manufacturer TAMKO Building Products, Inc. ,
.1 Address/Phone/Email PO Box 1404
•
f - °"-.;-,i,ti.'',. --..-..,.:ik Joplin, MO 64802
fs (417) 624-6644 Ext 2305
w p kerri_eden@tamko.com
n ` Authorized Signature Kerri Eden >68
kerri_eden@tamko.com M
r '
- Technical Representative Kerni Eden ',
Address/Phone/Email PO Box 1404
‘ 4 ' Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko.com :1 Emj
11 "oasa
:"°$ % .Y v- 5, Quality Assurance Representative
- =P` Address/Phone/Email
.yyw., I
,4
, Category Roofing ,
r Subcategory Asphalt Shingles _
r" s `' Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer rl
., 2". Evaluation Report- Hardcopy Received
* Florida Engineer or Architect Name who developed Zachary R. Priest
` a F- the Evaluation Report
:°per` °-:",,',....''', Florida License PE-74021
Quality Assurance Entity UL LLC
- ','"'.11.
1i QualityAssurance Contract Expiration Date 10/18/2021
e: .
. �
Validated By Locke Bowden P.E.
2: Validation Validation Checklist- Hardcopy rri• " r Certificate of Independence FL18355_R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf
• ^,. : Referenced Standard and Year(of Standard) Standard Year
e` r ASTM D 3161 2016
i ASTM D 3462 2010
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJIukQ%3d%3d Page 1 of 2
1
1 1
Florida Building Code Online 3/4/19,7:56 PM
ASTMD D 7158 2011
TAS 100 1995
- "° Equivalence of Product Standards
Certified By
=� � Approved Testing Lab
1 FL18355 R4 Eguiv UL letter for standards for FBC 2017.pdf
-
j
' Sections from the Code
4'` '. rt Product Approval Method Method 1 Option D
a Date Submitted 09/25/2017
" f � Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
.i Date Approved 12/12/2017
e ,
Summary of Products .y_
ti` FL# Model,Number or Name Description •
'" 1r •- 18355.1 Glass-Seal, Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
f � x Heritage Woodgate, Heritage
Vintage,Hip and Ridge, and Vintage
. "**� W ". Hip and Ridge Shingles '
Limits of Use Installation Instructions
::;.14,."
Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ: Yes final.pdf
W4 r, Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021
- :' Design Pressure: N/A Created by Independent Third Party: Yes
,, , Other: See evaluation report for limits of use. Evaluation Reports
x FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles
:w,x final.pdf
,," Created by Independent Third Party: Yes
zro c ; b"a `:;"'"'-''..'t Next
: �: ,' ;.
` 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
- 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 850.487.1395.*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 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,ES.,please click here.
� 4
Product Approval Accepts:
eChssk W •
;i
Credit Card j
Safe
1
s� seduritym ErR1cs.
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzD1M2Xu9wuWmY6PQIJIukQ%3d%3d Page 2 of 2
1 I!
i
Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa,FL 33647
4 TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6TH EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017
220 West 4th 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
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(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 I
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 II
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 I'
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 I
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) 10CA50498 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 II
il
UL LLC(TST9628) 4787043752 ASTM D 3161 " 2016 iI
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 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.
II
C RE!eK TAMKO BUILDING PRODUCTS
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 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)
Heritage@ 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 ;I
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules j
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.
'I I
1
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.
1.
i
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(Val,): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick,Joplin(Non- construction.
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
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(HVHZ): 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.
Installation (Non-HVHZ): 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.
•
NAILS
__,. A" 7 ti. , '
Nailing - -----------------i---r-----------------------------------;---,:-;=------------------ - ,,6-7/8"
Area r
5-1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
— --1" 11-- —
Nailing - ,6-7/8"
Area i- _ a _ .'—r _r
5-118"
Butt Edge 1
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 i 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
1 Technical Services,Ll!C 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.
CREEKCREEKTAMKO BUILDING PRODUCTS
I[1 Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Basic Wind Speed(WO: 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) 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(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.
FASTENERS NAIL ZON E
COMMON
BOND
6-1/8" EXPOSURE 5-5/8"
111-o.1 H 12-1/2"— f4-- 12-3/8" 12-1/2"--Id 11-1"
Figure 3. Heritage®, Herita e@ Premium,and Heri a e0 Woodgate(Dallas)
9 � 9 t 9 9 ( )
4 Nail Pattern(non-HVHZ only)
FASTENERS NAIL ZONE
• /COMMON
BOND6-1/8" II
I \
EXPOSURE 5-5/8"
1 I4-7-1/2" -T-1/2"-0101- 7-3/8"-10141- -112"-014-7-1 12"-01 I44-1"
Figure 4. Heritage@&Heritage@ Premium
6 Nail Pattern
I ,
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/
ASTENER$ COMMON BOND
6-1/8" EXPOSURE 55/8"
1 I 1±
1241 1+7-1/24-7-1/214.14-7-3/84-7-1/2+7-1/2141 �1"
Figure 5. Heritage@ Woodgate
6 Nail Pattern
-►I1"1i"!4--12-1/2"--►I •4--12-1/2" ►;1'11"14-
ii
1
FASTENERS ® Common Bond
Ftr
y
j f 1
4 39-3/8" s I
Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE
it
7=7/8" 11 ------ =--=---- ------------=--- =--- = - - INAI L.ZONE
�. EDGE
OF
6-1/8," COMMON
BOND'
EXPOSURE
5-5/3"
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE.OF.
------- - = COMMON BOND
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 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.
CREEKC TAMKO BUILDING PRODUCTS
K Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage@ Premium Basic Wind Speed(Voir): Max. 194 mph
(Frederick) 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 FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
9
shingles at slopes greater than 21:12. .
Installation(HVHZ): 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.
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/
FASTENERS COMMON BOND
t �f
51/2" EXPOSURE 5"
11"0,1 14 — 11"-4 12" —4+-11"-61 14-1"
Figure 8. Heritage@ Premium(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
j
1 T
51/2" EXPOSURE 5"T
11
1.H I`�1��� 9" 4 91/2!i I,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 Therein.
it
I
I
CREEKCR E E K TAMKO BUILDING PRODUCTS
I1 Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Woodgate Basic Wind Speed(V,,,,): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): 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/
FASTENERS -tCOMMON BOND
isiT
5-1/2" EXPOSURE 5"
1 i .1
1' I. 11" —12-3/S" — 11" —PI 14.1"
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
.
NAIL ZONE/
de
FASTENERS COMMON BOND
1
5.1/2" 1 EXPOSURES„ 1
1 ' \ I ii
1"--111 1 9-1/2"--►1.3'4-9.3/8” +34.9-1/2"--01 14-4"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
. ii
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.
� i
•
CREEKCREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage@ Basic Wind Speed(V„i1): 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 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 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 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.
4a'
Alpinint
"a°° = npOsUre
otch
Nail
one
non"
s•
rxposure
A• r 9.1/4' ►4 9-1/4• 9.1/4•
-1 •
—10-a/m 1.1-10. —0.1
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
k -
40` mows Exposure
.. Notch
WAM
6' P4➢
70110
17-1/Y
11
r
�owro �I
7-11' 8.1414 7.)/r 7S{" r� ma. mar
Bit
'-
I:6t . 'I 6
11 "Mr
Figure 13. Heritage®Vintage® 'll
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 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.
r ,
1
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge I Basic Wind Speed(V„1): Max. 194 mph '
(Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for 1
new construction; Min. 15/32 in. plywood existing
construction. ri
Deck(Non-HVHZ): In accordance with FBC requirements; '
Solidly sheathed min. 15/32 in. plywood or wood plank for F!
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 5-1/8 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
Start 5-1/8" exposure
ere \ma\ imk\ . "4i�,4
/ Alt A ,,,,-..-.....
-1.011 44r411•41101.7.111.1
/ 1 n ik&*10 .
mp", 7 Start 1 �
Figure 1 here 5-1/8"exposure
•
1,,
ef. 1 5, 11 ,
5 -
Fastener Fastener
'L5-5✓8" 1101
•
Figure 2 •••, :\ Figure 3
1/4"
Figure 14. Hip&Ridge(Frederick&Joplin)
I
ii
I
1I
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(Wit): Max. 194 mph
(Phillipsburg) j 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 FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 5" exposure
here-
/ ice• 01i ,r.► r •
II
y,.i►.i•�' start �i^jam
here• 5" exposure
Figure 1
1"
- `" Fastener r * Fastener
-5-1/2"
Figure 2 1/4Figure 3
• Figure 15. Vintage®Hip&Ridge(Phillipsburg)
li
II
ij
ii
TBP15001.4 FL18355-R4 Page 10 of 11;.1
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 .
r.
CREEKCREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
is 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 61G20-3.
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.
C
-, 2017.09.25
• No 74021 ? =
!l tr -04'00'
713: STATE OF• •:ALL/:
-i-'n As, 0 P'�� � Zachary R. Priest, P.E.
--��i,S�ONA`� •�,,, Organization No.Florida lANE11669 on No. 1
nn
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E.does not have,nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R.Priest,P.E.does not have,nor 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.H
This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that fare not,
specifically addressed herein.