HomeMy WebLinkAboutProduct Approval-Asphalt Shingles Florida Building Code Online RE'eFPV�@ Page 111ssof 2
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Product Approval Menu>Product or Application Search>Application Ust>Application Detail
1= FL# FL18355-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived 0
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com ® U
Authorized Signature Kerri Eden IIMEA
kerri_eden@tamko.com
UJ
Technical Representative Kerni 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
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report
Florida License PE-74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
r Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001,4 2017 FBC Eval Report Shinoles final.pdf
Referenced Standard and Year(of Standard) Standard LeAr
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 Eauiv UL letter for standards for FBC 2017.pdf
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2b18
Florida Building Code Online rage ul L
Product Approval Method Method 1 Option D
ro PP
Date Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
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 HI/HZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:.Yes final.pdf
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
FL18355 R4 AE TBP15001.4 2017 FBC Eval Report
Shingles final.pdf
Created by Independent Third Party:Yes
(Next1
Contact Us::2601 Blair Stone Road.Tallahassee FL 37399 Phone:850-487-1824
The State of Florida Is an AAJEE0 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 mall.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 area licensee under
Chapter 455,F.S.,please dick here.
Product Approval Accepts:
Credit Card
Safe
secur ty mBTi its,
https://www.floridabiulding.org/pr/pr_app dtl.aspx?param=vvGEVXQwtDquvosrHazGXQ... 1/3/2018
II
i
Certificate of Authorization No.29824
.. , 17520 Edinburgh Dr
CR EK
E
Tampa,FL 33647
,- TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,Sni EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4m Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg,KS
Frederick, MD
Dallas,IX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing ,
Subcategory: Asphalt Shingles 1
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
PRI Construction Materials Technologies(TST5878) TAP-166-02-01 TAS 100 1995
PR!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 0 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
• UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D-3161 2016
ASTM D-3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM 0 3462 2010A
UL LLC(TST9628) 10CA50498 ASTM 0 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11NK14014 ASTM 0 3161 2016
ASTM D3462 2010A
UL LLC(TST9628) 12CA24551 ASTM 0 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 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.
l ,
1
CREEK 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 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
.(Dallas,.Erederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg-8g 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
(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.
GREED TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind Speed(V,,,t): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vaed): 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 i
Pattern"or"6 Nail Pattern"detailed below.
NAILS
.111 114
, ---------------- --------------_---�.____.___...___-_-.--
4--
Nailing
--Nal ing -- T
67/8°
Area
5-118"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
�__ i - - 6-7/VII
Area /-
5-118"
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 3 of 11
This evaluation report isprovided 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.
li
; eR
EEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
. •
` TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(Vo): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vow): 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 ZONE
ycommoni
fir BOND
6-1/8" EXPOSURE 5-5/8"I \
1"-41 141- 12-1/2"--.14-- 12-3/8" -6.141-- 12-1/211-401 14-1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE
COMMON
BOND
•
6-1/8" EXPOSURE 5-5/8"
1. 1
1E-101 14-7-1/24141-7-112"- -7-3/814-1+1-7-1/2"-1014-7-1/2"-li 14-111
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.
,1
I I
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES.LLC
NAIL ZONE!
mFASTENERSrnCOMMON BOND
T
6-118"7EXPOSURE 55/8"
1 ��
1" 14.7-1/24-7-1/2+7-3/8+-1/2+7-1/24.1 14-1"
Figure 5. Heritage®Woodgate
6 Nail Pattern
-0.1.0"1� 12-1/2" !• 12-1/2" fiil1
4-
1 I i i
I i I
1 0 Common Bond
FASTENERS , iI
\ I
i
li
r5 KWiiii(/
•�' . • •,. ••:x •:.c3cKs.MWI 8s+.�CXa3S'i�s'` �
T 2
I
Zo=
'9Q
w
l c 39-3/8" ). l—
Figute 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
LINE,
7-7/8" .. -_ H \--^---- - }NAIL ZONE
T A EDGE OF
6=118." COMMON
w� BOND
EXPOSURE
5-518
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 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.
CREEKTAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(V0): Max. 194 mph
(Frederick) 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
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 manufacturers 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
•
51/2" TEXPOS RE 5"
11
11" 12" -441 11"-►i 1-1"
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS. COMMON BOND
\ \
55.1/2" EXPOSURE 5"
I�
14-91/21-1.4-3414--9"--144-3414-91/21'—r114-1"
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 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 I '
CREEK Asphalt Shingles
.. .
-.' TECHNICAL SERVICES,LLC
Heritage()Woodgate , Basic Wind Speed(Vut): Max. 194 mph ,
(Frederick) ' Basic Wind Speed(v )
asdi: Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
1 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 manufacturers 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/
JFASTENERS
/COMMON BOND
Ia.
‘tib i'
i\
114/
5-1/2" i iT
EXPOSURE 5"
.1, - 1 1±.
11-4•1 Illm- 11" liollili 2-3/8"--Pio- 11" -01 14-1"
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
COMMON BOND
AS
I TENERSi
27...mige/ NFt \
I T i
5-1/2' 7 EXPOSURE5"
.
i I I I 1
1"-ii iii. 9-1/2"-104-3144-9-3/8"-M14.341-B-1/2"-10 14-1"
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 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 isnot within the scope of this evaluation.
2) The roof deckand 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 manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
P
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.
. RY R. p .,
�P•• 9% . 2017.09.25
`��Q•••• \G
cS �.�
•
No 74021 -
•
11 :31 :41
:IV. STATE OF :11-/
� 041OOI
%C •
T •.;c P _ ZacharyR.Priest, P.E.
' F •:0 R 1°•'k9c •C?�.`� Florida Registration No.74021
Organization No.ANE11669
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 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.
1 it
1 3ZCREEK TAMKO BUILDING PRODUCTS
---:4- Asphalt Shingles
' TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(Van): Max. 194 mph .
(Phillipsburg) Basic Wind Speed(Veld): 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. 1
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.
14 ' 1.1y mi= i I E�posl,rz
�"°' noun
T.'
,,,T.
S'
Ecpceure
i I
/-. i 9-14 a 9.111 04 .. 9-Ve-014--91M' 1
14---10-315—11 14--lo-3M•_-61
Figure 12. Heritage®Vintage®
5 Nail Pattern(non-HVHZ only)
Exposum
i i Noah
11
6 Fasteners y
- - - - — — — — — — Zone
17112`
II 4
ruI
11-pli 7-317 1.1 731V 7 4- ►4 was--- —7,aar
1 1-
a 8717-1: . .1 I_ 1<4 8-716'
II'_ 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.
i .
`- CREEK TAMKO BUILDING PRODUCTS
Asphaltt Shingles
I..�`. ' TECHNICAL,SERVICES, LLC
Hip&Ridge Basic Wind.Speed(Vut): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasil): 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 5-1/8 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 I
here ,,,,, ....
livizi,
inl lititiklail
\ ok,„1 , fy
sii‘
..40
,,,,\ , ,
Figure 1 here ro
5-1/8"exposure
1"
C - 110=� 4 Fastener ' Fastener
�'`5-5/8" �`; -5-5/8.1
Figure 2 Figure 3
1/4"
Figure 14. Hip&Ridge(Frederick&Joplin)
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.
1 I
GREEK TAMKO BUILDING PRODUCTS
5 '' Asphalt Shingles
:_ • TECHNICAL SERVICES, LLC
Vintage®Hip&Ridge Basic Wind Speed No): 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 plywood min. 15/32 in. l ood or wood plank for
new construction; Min.7/16 in.OSB existing construction. 1
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
Start 5" exposure
here 0
WAIL, 111%Rajli .0.9411%04 I
1 I ri 1 illYilill 0 04 Ole'.41. 4 I I I 4 ff.,
\110 .0.1L Start 1
here 5" exposure
Figure 1
1
1„
„
S! CFastener
--. 1k
,i Fastener
r �5-1/2" �� r'L-5-1/2"
Figure 2 1/4Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
i