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FL# FL18355-R2
Application Type Revision
Code Version 2014
Application Status Approved i I
Comments j
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,M0.64802
(417)624-6644 'Ext 23051 1
kerri_eden@tam ko:com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
:
!
Technical Representative
Address/Phone/Email
Quality Assurance Representative
I
Address/Phone/Emali
Category Roofing
Subcategory Asphalt Shingles
i
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
i
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report I"
Florida License PE-74021
Quality'Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden i
Q Validation Checklist-Hardcopy;Received
Certificate of Independence FL18355 R2 COI TBP15001.2 FBC,2014 Product Evaluation Report
Shinales.pdf i
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Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2009
ASTM D 3462 2009
ASTMD D 7158 2008
TAS 100 1995
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Equivalence of Product Standards j
Certified By
Sections from the Code
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Produq: Approval Method Method 1 Option D
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Date Submitted 12/16/2015 + I
Date Validated 12/18/2015
Date Pending FBC Approval 12/19/2015 r
Date Approved 02/10/2016
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Date Revised 05/09/2017
Summ ary of Products
l�.
FL# Model,Number or Name Description j I
18355:1 Glass-Seal,Elite Glass-Seal, ASTM D.3462 asphaltshin`gles and hip and ridge shingles
Heritage,Heritage P�emlum,
Heritage.Woodgate;-Heritage
Vintage,Hip and Ridge,and Vintage I
! Hip and Ridge Shingles
Limits of Use Installation.Instructions
Approved for use in HVHZ:Yes FL18355 R2 d TBP150L1�1.2 FBC`'M4 Product Evaluation
Approved foruse outside HVHZ:Yes Reoort Shingles!Ddf
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 ;i
FL18355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinnieslodf 1'!
Created by.IndependeneThird Party:Yes
I f.;
Back Ne
IR ,
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.Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:.850-487=3824
The State of Florida is an employer. '•
' AA/EEO em to er.wrlght 2007-2013 State Florida.::privacy Stare ment::Accessibility Statement::Refund Statement
Under Florida law,,emailaddresses are public records.If you do;not want youre-mall address released In response t 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 gziestions,iplease 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,
piease,provide the-Department with an email address which can be made available to the.public.Todetermine if youare a licensee.under Chapter 455,F.S.,please
click hgg.
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Product Approval Accept9z
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Certificate af:Authorization No.29824
! 17520 Edinburgh Dr
!rte i Tampa,Fl.33647
TF-cH dIC L SEE AncEs, LLC (813)480-3422
EVALUATION REPORT FLoMDA BUILDiN&CODE161H EDITION(201.4)
Manufacturer: TAMKO BUILDING PRODUCTS i ;Issued December 14,2015
220 West 4u"Street i
i Joplin,MO 64801 I
(417)624-6644
Manufacturing Plants: Joplin,MO
i
Phillipsburg,KS
Frededck,_MD i !!
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625) i
SCOPE I
1.
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5,1507.2.7.1, 1523.6.5.1
Properties,: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
#=ntitu Reoort No. Standard `Year
PRI'Construc#ion 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 l 1995
PRi'Constiruction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 '1995
PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995
PRi Construction Materials Technologies(TST5878) TAP-165-02701 TAS 100 1995.
PRI,Construction Materials Technologies(TST5878) TAP-28402-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 '1995
PRi'donstruction Materials Technologies(TST5878) TAP-307-12-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995
PRI Construction Materials Technologies(TST5878). TAP-315-02-01 ASTM D 6361 2008(2013)e1
PRI Construction Materials Technologies_(TST5878) TAP-317-02-01 TAS 100 1' 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2009
UL LLC(TST9628) 04NK24366 ASTM D 3462 '2009
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL!2390 1,',
ASTM D 7158 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161 2009
ASTM D 3462 2009
UL LLC(TST9628) OBCA59132 ASTM D 3161 2009
UL LLC(TST9628) 09NK07896 ASTM D 3161 2009
ASTM D 3462' 2009
UL LLC(TST9628) 10CA50498 ASTM D 3462 2009
UL LLC(TST9628) 10CA64882 ASTM D 3161 2009
UL LLC(TST9628) 11NK14014 ASTM D 3161 `2009
ASTM D 3462 �'2009
UL LLC(TST9628) 12CA24551 ASTM D 3161 2009
UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1
UL LLC(TST9628) 4787043752 ASTM D 3161 2049
UL LLC(TST9628) 4787148748 ASTM D 7156 2008d
ASTM D 3161 '2009
ASTM D 3462 2009
TBP1500.1.2 FL18355-R2 i Page 1 of 11
This'evaivation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shah notify CREEK
y 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 otheri'product attributes that are not
specifically addressed;herein. j
� I
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CRE TAMKO BUILDING PRODUCTS
� I Asphalt5hingles
! 'TACHfVICAL SERVICES,LLC
PRODUCT DESCRIPTION
j Elite Glass-Seal® 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158,Klass 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.
i
Glass-Seal 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, ,Class Hself-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with'asphaii and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
11
rl
Glass-Seat 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 DI: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, ClassF and ASTM DI,7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa) I
1,
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'
Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 1158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with.
ASTM D 3462. i
a I ;
Heritage®Woodgate 13-114" 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 36-318", 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.
� 'll
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 ASTkQ 3462:
Vintage®Hip and Ridge 12"x 12", ASTM D 31.61, Class F fiberglass reinforIced hi I'1and ridge as halt shin
le(Phillipsburg) surfaced with mineral granules complying with ASTMD 3462-.F'
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;F
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TSP15001.2 FL18355-R2 !I Page 2 of 11
This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3.1 The manufacturer shall notify CREEK
Technical Services,LLC of anyproduct'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,for other product attributes that are not
specifically addressed herein.
I I •
CREEK ! TAMKOBUILDINGPRODUCTS
Asphalt Shingles
TECHNicA'L SERVICES,LLC
INSTALLATION.
I •
Elite Glass-Seal® Basic Wind Speed(Vw,): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
i Tuscaloosa) Deck(HVHZ): In accordance with FBC!requirements;
& Solidly sheathed min. 19/32 in.rplywoo., or wood plank for
Glass-Seal new construction; Min'. 15132 in. plywood existing
(Frederick,Joplin(Non-
construction. C I
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBQ requirements;
Solidly sheathed min. 15!32 in.;'plywood or wood plank for
new construction;Min.7/16 in.O,SB existing construction-
Underlayment: In accordance with FBG requirements.
Min.slope: 202 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 incl exposure in accordance withRAS'
11.5 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 exposute in accordance with FBC
requirements and mahufacturer's published installation
instructions- Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAILS
6-70
Nailing- 23
5-118"
Butt Edge �'
i,
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
i.
j
(MAILS
6
9 .--
Mallin ------------—....._ ----.......-----..�. __...--------_._.. _ � 6-7/8
- ,
Area ------------------..� ------- --------------- __--------.._ - ; ,
j 5-118"
i
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern I i
i
TBP15001.2 FL18355-R2 I i' Page 3 of 11
This evaluation report,s 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. j
�j
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CREEK + TAMKO BUILDING PRODUCTS
Asphalt Shingles
�
TECHNICAL N CAL SERVICES,LLC
Heritage® Basic-Wind Speed(V„„): 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 im'p''Iywood 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 FBCI 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 FBGi 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. 'exposu�(�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. exposurein accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Patter'n"detailed below.
j
FASTENERS I ZONE
�NAIL
COMMON
BOND
-11$ EXPOSURE 6-5/8"
12-11211—► - 12-3/8" —►h— 12112' f a-1 If
Figure 3. Heritage®, Heritage®Premium,and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ,only)
FASTENERS 1-NAIL•ZONE
COMMON
' jBOND
EXPOSURE 5-51811
I
1„ 7-1/2'=►�-7-112"-►�t- 7_/814--7-912"--7-112"-►� 1„
Figure 4. Heritage®r'3,Heritage®Premium
6 Nail Pattern
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TBP15001.2 FL18355-R2 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-31 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 usej or other product attributes that are not
specifically addressed herein.
I
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1
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CREEK IANiK0 BUILDING PRODUCTS
i Asphalt Shingles
TECHNICAL SERVICES,LLC
i NAIL ZQN1tl
ASTENERB —� � COM MON BOND
6-1f8" EXPOSURE 5 518"
i +
1 ,
&&
7-1I2" 7-1/2' 7-3/8"'('7.1/2+7-1/2
Figure 5. Heritage®Woodgate ;
6 Nail Pattern
c.
12-112"
Common Bond
FASTENERS
v.-rx ,W„ Wo: ..`kti'•yti .:F'�%Y. v. n,v, .'Jrf'c$►'�.1�
;i
39-318" i I
Figure 6. Heritage®,Heritage@ Premium,&Heritag IR Woodgate
ci Alternate.6 Nail Pattern
PAINT
LINE
i 7-718" _ _ __ _ NAIL ZONE
i
6-1I8" I EDGE OF
COMMON
BOND
`
EXPOSURE
AACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
_ ___ COMMON BOND
PREFERRED
LOCATION I
figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone '
Nail pafferns from Figures 3,4,and 6 may be placed in the nail zone as'described above
TBP15001.2 FI-18355-R2 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3.IThe manufactures-shall notify GREEK
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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I
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CREEK TAMKO BUILDING PRODUCTS
i
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage®Premium Basic Wind Speed(1/"it): Max.194 mph
(Frederick) Basic Wind Speed(Vmd): Max.150 mph j
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. Mi,
n.
(Non-HVHZ): In accordance with F136equirements;
Solidly sheathed min. 15132 in.!plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC1requirements.
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.
j Shingles shall be attached using "6 Nail Pattern" detailed
below. I
Installation (Non-HVHZ): Installed with 5 in. exposurel.in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Patten"detailed below.
i
NAILZONU
FASTENERS ; COMMON BOND
EXPOSURE 5"
�L
12"
Figure 8. Heritage®Premium(Frederick)
4 Nail Pattern (non-HVHZ only)
I '
NAIL ZONE/
FASTENERS COMMON BOND
5112" EXPO RE 5"
—1►f [ii1— L+34— ---+-34 .9/21L + j*--!1II
Figure 9. Heritage®Premium(Frederick)
6 Nail Pattern
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f
i
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TBP15001.2 FL18355-R2 Page 6 of 11
This evaluation report,is provided for State of Florida product.approval under Rule 61 G20-3. The manufactuier shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duratiori 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
T AMKO BUILDING UILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
Hefitageb Woodgate Basic Wind Speed(Vit): Max.104 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.6S13 existing construction.
Undedayment: In accordance with F13CIrequirements.
Min.slope:. 2:12 and in accordance with FBQ requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 24:12. �-
Installation (Non-HVHZ): Installed with 5 in. exposurejn accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached"using either%Nail
Pattern"or"6 Nail Pattefn"detailed below.
N41L ZONtf
FASTENERS /
COMMON BOND
i
EXPOSURE V
WiT
11" �12-3/8" A- 11
Figure 10. Heritage@ Woodgal:6 (Frederi k)
C,
4'Nail Pattern (non-HVHZ only) j I
NAIL ZONE
COMMON BOND
FASTENER
t
EXPOSEL
/2! EXPOSURE5"
9-30
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
T8O15001.2 FL18355-R2 Page 7 of 11
This evaluation report:is provided for State of Florida product approval under Rule 61(320-1 The mahufactuter shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the durabbii for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use;or othei,product'aftrlbutes that are not
specifically addressed herein.
DING PRODUCTS
SCREEK TAMKO BUILAsphalt Shingles
TEctiNICAL SERVICES,LLC
HeritagOqi Vintage@ Basic Wind Speed(Vul): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max.150 mph
Deck(HVHZ).- In accordance with FlEICIrequiree!rients;
Solidly sheathed min. 19/32 in.'p,ywo
.1 o8 or wood plank for
new construction; Min. 18/k in. plywood existing
construction.
Deck(Non-WHZ): In accordance with FBC Irequirements;
Solidly sheathed min. 15/32 in-plywood or wood plank for
new construction;Min.M6 in.6§B existing construction.
Underlayment In accordance with FBC'requirem"6'nts.
Min.sl I ope: 2:12 and in accordance I with Fbib reqdirements. Refer to
the manufacturer's-application instructions when installing
shingles at slopes greater than 2`1:12. �
Installation(HVHZ): Installed with 5 in. exposure in iaccordance with RAS 115
and manufacturer's publishedl! 'Instaliation instructions.
Shingles shall.be attached using''"6 Nail Pattern" detailed
below. I
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 Patter'n"detail'6d below.
01
12%06sure
Fasteners
ore
Fxposure
Figure 12. Heritageg Vintage®
5 Nail Pattern (non-HVHZ only)
Air Ehp
Notch
Faftmm wil
17-1
LiBRpmum
7%vr---*0-7"A
Figure 13. Heritage®Vintageo
6 Nail Pattern
Tf3P16Q01.2 FL18355-R2 i Ll Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3.IThe man6facturdt shalt notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duratioc 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
TAN1KO BUILDING PRODUCTS
JjCREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
{ Hip&Ridge Basic Wind Speed(V,di): Max.194 mph
(Frederick&Joplin) Basic Wind Speed(Vwd): Max.150 mph
Deck(HVHZ): In accordance with FBClrequirei,hents;
i Solidly sheathed min. 19/32'in.i' ywood or wood plank for
I new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In-accordance with FBC;requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction;Min.7/16 in:O,SB existing construction.
Underlayment: In accordance with FBC;requirerrtents.
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 eld shall be away from the
I prevailing wind.
Direction of prevailing wind
i Start F5-1/8" exposure
here-
Start
;i
Start
Figure 1 here 5-1 I8"exposure
{
Fastener
Fastener „i
Figure 2Fi gure
114" I3
Figure 14. Hip&Ridge(Frederick&Joplin)
I � ,
I
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TBP15001.2 F1.18.355-R2 { i Page 9 of 11.
This evaluation report is provided for State of Florida product approval under Rule(1 G20-3. The manufacturer shall notify CREEK
Technical.Services,LLC ofany product changes or quality assurance changes throughout4he 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;
j .
TAMKO BUILDING-PRODUCTS
Asphaft Shingles
NCREEK
TimmicAL SERVIr-Es,LLC
Vintage®Hip&Ridge Basic Wind Speed(VL,,,): Max. 194 mph
{Phillipsburg) Basic Wind Speed(Vasd): Max.150 mph
Deck(HVHZ): In accordance with F3C,requir4nents;
Solidly sheathed min.
�,32n.I.plywoo
or wood plank for
new construction.- Min. 15/32 in. plywood existing
construction.
'
Deck(Non-HVHZ): In accordance with FBC.,requirements;
Solidly sheathed.min. 1.5/32 ln.l'plywood or wood plank for
new construction;Min.7116 in.OSB existing construction.
Underlayment: In accordance With FBC1 require m"'encs.
Min.slope: 2:12 and in accordance with FBC;requlrements.
exposure Installation: Installed With 5 Inch ex re iftaccordance with the FBC
and manufacturer'si published installation instructions. The
direction of the, expos6d end!'shall be away from the
prevailing Wind. Ii I
Direction of prevailing wind
'Start
51'.exposure
here-
1A I LU A
n
herk ;!e
511
exposure
Figure I
astener
astener 1;
"
5-1/2' klv
-1h
sr
Figure 2
Figure 3
Figure 16. VintageO Hip&Ridge(Phillipsburg)
TBP150.01.2 FL18355-R2 i Page 10 of 11
This evaluation' report is provided for State of Florida product approval under Rule 61 G2'0-3.IThe manufacturer shall'"notify CREEK
ra
Technical Services,LLC of any product changes or quality assurancechangesthroughout 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
C-REE i Asphalt
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 31ft in the HVHZ,.
4) Classification.to ASTM D 7158 applies to exposure B&C with a buildingimean roof height of 33-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, ithe FBG, and=,the manufacturer's
published application Instructions: Where discrepancies exist between'M hese 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
I
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 51'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer.
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�G STATE OF •UJ {
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!*, A,C Q•P.'����• Zachary R,Priest,P.E.
�0, c5' • O R > �% Florida Registration No.74,021
j �1;�.�NA` ���` Organization No. NE9641'
111110
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,man j facturing or distributing products under
this,evaluation.
1 .
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 I',the approval process of the
product.
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END OF REPORT
TBP15001.2 FL18355-R2 Page 11 of 11
This evaluation report.Is provided for State of Florida product approval under Rule 61 G20-3.1 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,dor other product attributes that are not
specifically addressed-herein.
I