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Product Approval Menu>Product or Abplicatlon$g
arch>Application List>Application Detail
FL# FL18355-R4
' ..P
Application Type Revision
Code Version 2017 )I I
I
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 I j
kerri_edenCltamko.c6m
Authorized Signature Kerr[Eden
kerri_eden@tamko.com
Technical Representative Kerr]Eden II�II i
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.corn
Quality Assurance Representative
Address/Phone/Email j I
�I I
Category Roofing
Subcategory Asphalt Shingles j
jj
Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed
j Florida Professional[Engineer)
_ Evaluation Report-Hardcopy Received
Florida Engineer Or Architect Name who developed Zachary R. Priest I`I
the Evaluation Report i
i
Flotida License PE-74021 J
' Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019 I"
Validated By Locke Bowden
- I -
j J! Validation Checklist-Hal dcopy Rel I ived
Certificate of Independence FL18355:R4 COI TBP150011;4 2017 FEC Eva]Report Shingles final.0
li. i
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 I, I 2016
ASTM D 3462 I I j 2010
I ASTMD D 7158 ,j 2011
TAS 100 I 1995
i ,
Equivalence of Product Standards
1 Certified By Approved Testing Lab -
FLl.3.?5S R4 EgSiit A Ie�te��for standards for FBC 2017 p f
Sections from the Code I
I,I I I
http://www.floridabuilding.org/pr/Pr--_app_ dtl.aspx?param=wGEVXQwtDquvolsrHa IGXQ... 1/11/2018
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Florida Building Code Online Page 2 of 2
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Product Approval Method Method 1 Option D
I Date Submitted 09/25/2017 I'
Date Validated- 69/27/2017 I
! Date Pending FBC Approval 10/08/2017 ±
Date Approved 12/12/2017
�.I
Summary.of Products
FL# Model,Number or Name Description
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingle's and hip and ridge shingles
l Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage, Hip and Ridge,and i
Vintage Hip and Ridge Shingles i
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R4 II TBP35001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pri
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 Reporfs I
FL18 R4 AE TBP150(j11.4 2017 FBC Evol Re or
Shingles final.odf
Created by Indepelndent Third Party,(
arty I Yes
C
I sack Next 111 �
Contact us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
1
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemel t::Accessibility Statement::Refund.Statement
SII '
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 of0ce by phone or by.traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
I Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S:l 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
l Chapter 455,F.S.,please click here. J,
Product Approval Accepts: ISI
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GrEdir Card
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http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDquvo:,iHazGXO... 1/11/2018
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Certificate of Authorization No.29824
xY i, 17520 Edinburgh Dr
f{ i
!ji!IiTampa,FL 33647
TECHNICAL SERVICES, LLC {� (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,STH EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issuid Sepfember25,2017
220 West 4`"Street
! Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO ;l
j Phillipsburg, KS
Frederick,MID
Dallas,TX j
Tuscaloosa,AL II
Quality Assurance: UL LLC(QUA9625)
i
SCOPE
Category: Roofing I j
{ 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
i. REFERENCES i
Entity Report No. Standard ;' Year
PRI Construction Materials Techndlogies(TST5878) TAP-043-02-01. TAS 100 ;,,I 1995
PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 I 1995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 ! I 1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 160 1995
I PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 ;' 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100i,I 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 160 ' 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 ill 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 'I; 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 140 ;11 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
i UL LLC(TST9628) 04NK24366 ASTMID 3462 i i 2010A
UL LLC(TST9628) 05NK28006 ASTM{D 6381 ;j; 2008(2013)e1
l UL 2390
C ASTMID 7158 'i 2011
UL LLC(TST9628) 06NK03898 ASTMI D 3161 'i 2016
ASTMID 3462 2010A
UL LLC(TST9628) 08CA59132 ASTMID 3161 t I 2016
UL LLC(TST9628) 09NK07896 ASTM'D 3161 '.i i 2016
ASTMID 3462 i;l 2010A
UL LLC(TST9628) 10CA50498 ASTMID 3462 j' 2010A
UL LLC(TST9628) 10CA64882 ASTM'D 3161 's 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 l { 2016
ASTM;D 3462 ; i 2010A
UL LLC(TST9628) 126A24551 ASTMID 31612016
UL LLC(TST9628) 4786110543 ASTM�D 6381 ..i 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM'D 31612016
UL LLC(TST9628) 4787148748 ASTM D 7158 I, I 2011
ASTMID 3161 1!, 2016
ASTMID 3462 2010A
CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 'I I 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 fotiwhich this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or lother product attributes that are not
jjj
specifically addressed herein. I
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�� TAMKO BUILDING PRODUCTS
E ; Asphalt Shingles
TECHNICAL SERVICES,LLC
I
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.
GlassSeal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 71.158, 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. !I
I II I
Glass'-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphaltishingle 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 71!!58, Class H fiberglass
j (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced!i with mineral granules
Joplin,Phillipsburg complying with ASTM D 3462.
Tuscaloosa)
I '
Heritage@ Premium. 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 71,58, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced'I with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa) l
! I ,
j 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. I I I
i
Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Classj H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with I ineral granules complying with
I ASTM D 3462. I
Heritage@ Woodgate, 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 71158, 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. I
I
I
Hip and Ridge Shingles 12-1/4" x 12", ASPM D 3161, Class F fiberglass rlforced'J hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D;3462.
I I,
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. j
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TBP15001.4 FL18355-R4 j; Page 2 of 11
This evaluation report is,provided for State of Florida product approval under Rule 61020-3. The manufabturer 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.
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_ .. TAMKO BUILDING PRODUCTS
x.. CREEK I i; ,Asphalt Shingles
-" TECHNICAL SERVICES,LLC I N
I
INSTALLATION
—
Elite Glass-Seal® Basic Wind Speed(Vut): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vwd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; or
& Solidly sheathed min. 19/32 in. plywood wood plank for
Glass-Seal new construction; Min. ! 15/32 i`j in. plywood existing
(Frederick,Joplin(Non- construction. f
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requireme;lts;
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 requirementls. I
Min.slope: 2:12 and in accordance with FBC�.requirements. Refer to
the.manufacturer's applic2tion instructions when installing
shingles at slopes greater than 21:12. I
Installation(HVHZ): Installed with 5-1/8 inch 61posure;in accordance with RAS
I 115 and manufacturer's publishedjinstallation instructions.
Shingles shall be attached using i'6 Nail Pattern" detailed
below. I ij; i
I Installation (Non-HVHZ): Installed with 5-1/8-inch eiiposurejin accordance with FBC
requirements and manufacturer's,published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed; elow.
I � ,
NAILS j
i
Nailing .........................------------------ ...-....-...
...............
-...-...
5 1/8"
Butt Edge
Figure 1. Elite Glass-Seal&Glass-Seal I i
j 4 Nail Pattern (Non-HVHZ only) i j
NAILS
�i
..
Nalling - . -..__....._-................. -.-... ......... .... _ G-7/8��
Area
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal Ill ;
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 manufabturer shall notify CREEK
Technical Services,LLC,of any product changes or quality assurance changes throughout the duration ford which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use,or other pro uct attributes that are not
specifically addressed herein.
it
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TAMKi O BUILDING PRODUCTSCREEK Asphalt Shingles
s TECHNICAL SERVICES,LLC I f
I 1
Heritage@ Basic Wind Speed(V„„): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(Vasa): Max: 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood dr wood plank for
Heritage®Premium: new construction; Min. 15/321']in. plywood existing
(Dallas, Frederick construction. j'!
Phillipsburg&Tuscaloosa) Beck(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 requiremehts.
i' Min.slope: 2:12 and in accordance with FBC,require'ments. 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 i pj accordance with RAS
115 and manufacturer's published'installation instructions.
Shingles shall be attached using 76 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure inl accordance with FBC
requirements and manufacturer';s"I i published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailedl;below.
III
FASTENERS ;NAIL ZONE
COMIIAON
IBON[]
EXPOSU IRE 6-618"
12-1/2 12-3/8" --►h- 12-1/2'
Figure 3. Heritage®, Heritage®Premium,and Heritage®W I odgate!(Dallas)
4 Nail Pattern (non-HVHZ only) I
FASTENERS NAIL ZONE
t
COMMON
BOND
I �{
�I, I
6-11811EXPOSURE'6-3/8"
1'� h-7-112"►�--7-112"-►h- 7�/8"-►}�-7-1/2"-►}�-7-1/2'� � �1".I i i
Figure 4. Heritage®& Heritage®Premium
6 Nail Pattern
W i
i ' ; i
TBP15001.4, FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which,this report is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
I
ISI ,
TAMKO BUILDING PRODUCTS
s CREEK I !" Asphalt Shingles
4I 1 I
TECHNICAL SERVICES,LLC
NAIL 2t7NE1 1
A$TENERS' I COMMON BOND
6=118" EXI)OS.URE-5518"'
t:
.1°. �tZ-1/2=►�-7-112'�►IF7�18'�7=112�t7-172 �1" i � I
Figure 5. Heritage@ Woodgate
6 Nail Pattern
Wi 12-1/2"— a 12-1/2"— >� 1111"i�'I
'• � i � Common Bond
I FASTENERS
C+') i I 1
bo
I an tL tq i
I
Figure 6. HeritageO, Heritage@ Premium, & Heritage@ Woodgate
Alterpate 6 Nail Pattern I.I
PAINT �!I
i
LINE 1'I
1f I
I!-------- IFi NAI L ZO N E.
6-1l8" EDGE OF
I COMMON
AL BOND
1 I'6XPOI$URE
F'STENER LOCATION I l
l
DO NOT FASTEN
ALONG-EDGE OF l'I
-- - — --- COMMON BOND
PREFERRED Ill
FASTENER
LOCATION ;
Figure 7. Heritage@(Tuscaloosa) I
Expanded Nail Zone l
Nail patterns from Figures 3,4,and 6 may be placed in the nail zo l e as described above
TBP15001.4 FL18355-R4 +i 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. I�
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TAMKO BUILDING PRODUCTS
}-. CREEK i Asphalt Shingles
TECHNICAL SERVICES,LLC I
i!I I
Heritage®Premium Basic Wind Speed(V„a): Max. 194 mph i
(Frederick) Basic Wind Speed(Vara): Max. 150 mph !;1
Deck(HVHZ): In accordance with FBC requirements; I
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.7/161 in.OSBexisting construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC Ye1quirements. 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 ''6j Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in laccordance with FBC
requirements and manufacturer's;;lpublished installation
instructions. Shingles shall be attached using either°4 Nail
Pattern"or"6 Nail Pattern"tletailedlbelow. !
I I !I!
NAIL ZONE/
FASTENERS /,COMMON BOND
bt/2" EXPOSURELLE I J
5"
1 I
1"— 11"---►�-�— 12" �►�+-11"---►� –1
Figure 8. Heritage®Premium (Frederick)
i 4 Nail Pattern(non-HVHZ only)
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la,
NAIL ZONE/
FASTENERS COMM6N BOND
iT �I
ESURE,5"
-LLD Ii I
i Figure 9. Heritage®Premium (Frederick)
6 Nail Pattern l I
TBP15001.4 FL18355-R4 "' Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61620-3. 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 1 i
I„I
I
it
s- TAMKO BUILDING PRODUCTS
`
CREEK I ! ; Asphalt Shingles
TECHNICAL SERVICES,LLC i !
Heritage®Woodgate Basic Wind Speed(V„it): Max. 194 mph 1
I (Frederick) Basic Wind Speed(Vasd): Max. 150 mph I! j
j Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed-min. 15/32 in. plywood dr wood plank for.
new construction; Min.7/16 in.OS�IexistiAg construction.
Underlayment: . In accordance with.FBC requirements. I
Min.slope: 2:12 and in accordance with FBC,I requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greaterithan 21 X12.
Installation (Non-HVHZ): Installed with. 5 in. exposure in. jaccordance with FBC
requirements and manufacturer's) published. installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern;detailed)fbelow.,
' III I
NAIL!ZONE/
COMMON BOND
FASTENERS I j
I
/2.
EXPOSURE Y !
12-3/8"
Figure
Figure 10. Heritage®Woodgate (Frederick]
4 Nail Pattern (non-HVHZ only) l j
NAILIZONE/ '
! FASTENERS COMMON BOND
iJoe
l
:t I
EXPOSURE 5"
1 I
j Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
II I
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I
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I
TBP15001.4. FL18355-R4 i 1
• I Page 7 of 11
j 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 fo 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 li
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TAMKO BUILDING PRODUCTS
^} GREE I Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Vintage® Basic Wind Speed(V„I1): Max. 194 mph s I
(Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph i`!+t
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32, lin. plywood existing
i construction. ;• ;
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/62 in. plywood or wood plank for
new construction; Min.7/16 in.OSBlexisting 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(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published Iln'stallation instructions.
Shingles shall be attached using';`i6 Nail Pattern" detailed
below. ;'l; '
Installation (Non-HVHZ): Installed with 5 in. exposure in'�'accordance with FBC
requirements and manufacturers published published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
40'
v ugmnt ! Exposure
' r g naaas. z Notch! '
t
6.,
Fasteners ;
I � Nail ill ,
1 ore I I I
Fx1pnsure �+
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only) s
l
4W ! 6�aaune
i N"
'll I
61
FastenersNO
All
fl
l
i JI i
I I.
I {I! !
Figure 13. Heritage®Vintage® I,
6 Nail Pattern I
TBP15001.4t
FI-18355-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.
I1II i i
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TAMKO I BUILDING PRODUCTS
CREEK j Asphalt Shingles
i
' TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V„ii): Max. 194 mph j
(Frederick&Joplin) Basic Wind,Speed(Vasa): Max. 150 mph I'
Deck(HVHZ): In accordance with FBC requirements; i
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min 15/32'jIin. plywood existing
i construction. j
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.OSBjexisting 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 Publishe6 installation instructions.
The direction of the exp sed end,!shall bye away from the
prevailing wind. ;1
Direction of prevailing wind I!!
!II
Start F5-1/8" exposure
here—
MF]
Sa
ehe
Figure 1 'j
lI!
rt
exposure
• ;j� 1
a5fstenerster
8" -5/8""
I I
t Figure 2 1/4" Figure 3
Figure 14. Hip &Ridge(Frederick&Joplin)
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TBP15001.4 FL18355-R4 i 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. I a I
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CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(V„it): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph Ci
I Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32;j jin. 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.7/1;6 in.OS91existirig construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in a'ccordarice with the FBC
and manufacturer's published instaliation instructions. The
direction of the exposed• end s1lia be. away from the
prevailing wind.
I
II, ,
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Direction of prevailing wind
$tart 5" exposure
ere
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Start
Figure 1 here exposure,,
Fastener Fastener
5-1/2
Figure 2 1/4'• Figurer 3
! Figure 15. Vintage®Hip& Ridge(Phillipsburg) i
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TBP15001.4 FL18355-R4 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other prgdudt attributes that are not
specifically addressed herein. ill I I
,•i i I
li
I
CRE TAMKO BUILDING PRODUCTS
f`y j� ;1; 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. ,P'll 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. I' III {
7) Installation of the evaluated products shall comply with this report, the FBC,I'and the manufacturer's
I published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail. j
8) All products listed in this report shall be manufactured under a quality assu lance program in compliance with
Rule 61G20-3.
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COMPLIANCE STATEMENT
I I
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance!With the Florida Building
Code,6t'Edition(2017)as evidenced in the referenced documents submitted by the named'6nufacturer.
j ♦♦jti%uutttiii�i
♦ PR P ��
♦G \cENs '�s;� 2017109.25
No 74021 11;:31 :41
,13 STATE OF '•441 i —04100
!b'� Al P•'���: Zachary R. Priest, P.E.
RegistrationFlorida
ONALOrganization No.A E11669?�
!l111111� ! ,I
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CERTIFICATION OF INDEPENDENCE I,!
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.
I
Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in an
product. Y other enti ty involved in thi approval process of the
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END OF REPORT
TBP15001.4 FL18355-R4 i
I'I i 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 pro'6uct attributes that are not
specifically addressed herein. I 1
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Florida Building Code Online i ; Page 1 of 2
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'i �, 'x s•s• r�f^' :+2'� 'd.F_�Y a J.i ky�s �. r f3t [�+ ' t / FG1 '�
,�. �
BCIS Home 1 Log In j User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff BCIS Site Map € Links t Search I
Product Approval
USER:Public User mo /
+I i1i
Product Approval Menu>educt or Apolic.�y'iQp Search>gpplitf,of List>Application Detail i i
FL# FL2569-913
Application Type Revision j
i Code Version 2017
Application Status Approved Ij
I '
Comments,
Archived
Product Manufacturer Soprema,Inc. (Canada)
j Address/Phone/Email 1640 rue Haggarty '
Drummondville,NON-US 00000
(819)478-2400
memathieu@soprema.ca I i
Authorized Signature Marc-Etienne Mathieu i
memathieu@soprema.ca
I
Technical Representative Mare-Etienne Mathieu
I;
Address/Phone/Email 1688 Jean-Berchmans-Michaud
Drummondville, NON-US oo6bo j
(819)478-2400 Ext 3327
i memathieu@soprema.ca
il;I
j Quality Assurance Representative Jean-Francois Cote, Ph.D.
j Address/Phone/Email 1640 rue Haggarty j!I
Drummondville
(888)811-3145
jfcote@soprema.ca i;I
I j,I I
Category Roofing
iSubcategory Underlayments
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 Robert J.M. Nieminen
the Evaluation Report I
Florida License PE-59166 I
Quality Assurance Entity UL LLC i
Quality Assurance Contract Expiration Date 07/18/2020 i
iValidated By John W. Knezevich,PE I
(: Validation Checklist-Haidcopy Received ;
Certificate of Independence FL2569 Ria COI 2017 01 COI Nie mliilen odf
I,
Referenced Standard and Year(of Standard) Standard I i'), Year
I
ASTM D1970 2015
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ASTM D6163 2008
i
FM 4474 I i j l 2011
FRSA%TRI April 2012(04-12) IJ I 2012
TAS 1102000
2000
UL 1897 '! 2012
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