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FL# FL18355-R4
ry y Application Type Revision
Code Version 2017
Application Status Approved ____�
�ZECEIVEI7
Comments
Archived p NOV 0 2018
Product Manufacturer TAMKO Building Products,Inc. ST. Lucie COUnty, Permitting
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrl_eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
r
Technical Representative Kerr!Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
t® n 624-6644 Ex
ker
kerri_eden@tamko.comom
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
© 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
b6 Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
j ASTMD D 7158 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Testing Lab
FL18355 R4 Equiv UL letter for standards for FBC 2 17 pdf
s
Sections from the Code
hqs://www.floridabuildina.org/pr/pi_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online rage ui 2-
Product Approval Method Method I Option D
Date Submitted 09/25/2017
Date Validated 09127/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
io
FL Description Model,Number or Name Descri
1
18355.1 'Glass-Seal,Elite Glass-Seal, ASTM D.31462 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 HVHZ.*Yes FL18355 R4 11 TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.nd
Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Others See evaluation report for limits of use. Evaluation Reports
FL18355 R4 AE TBIP15001.4 2017 FBC Eval Report
Shingles final.od
I Created by Independent Third Party:Yes
Fee- FN..11
Contact U 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AAJEEO 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-notsend
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must pmvide the Department with an email address If
they have one.The emalls 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 pubic.To determine if you are a licensee under
Chapter 455,F.S.,please dick here
Product Approval Accepts:
Credit Card
Safe
https://www.floridabuilding,.org/pt/p,r__app__dtl.aspx?param=wGEVXQwtDqitvostHazGXQ... 1/3/2018
Certificate of Authorization No.29824
CREEK 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,e EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
'220 West 4"Street
joplin, MO 64801
(417)6246644
Manufacturing Plants: Joplin, MO
Phillipsburg,XS
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
Enti 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-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 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995
UL LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)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) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) IOCA64882 ASTM D 3161 2016
UL LLC(TST9628) 1INK14014 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
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(ANE1 1669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page I 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
Asphalt Shingles
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite GlassSealO 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 31.61, 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 I
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.
i
:. Heritage& 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class.H fiberglass
,(Dall'as,,Frederlck„ reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,:PhillipsburgA complying with ASTM D 3462.
Tuscarbosa)
Heritage®Premium 13-1/4" x 39-318", 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
I Frederick&Joplin) shingle surfaced with mineral granules complyingwith ASTM D 3462.
( P ) 9 9
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
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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shirigles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal@ Basic Wind Speed(Vlt): Max. 1,94 mph
(Frederick,Joplin& Basic Wind Speed(V,,d): Max.-150 mph
Tuscaloosa) Deck(HVHZ)- In accordance with FBC requirements;
& Solidly sheathedjm1n. 19132 in.•plywood or wood plank for
Glass-Seal new. construction; Min. 15132 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,FBG requirements.
Min.slope: 2:12'and in accordance with FBC.requiremefits.. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5_148 inch exposure in accordance with RAS
115 and manufacturers published,installation'instructions. t
Shingles-shall be attached using "6 Nall Pattern" detailed
below:
Installation (Non-HVHZ): Installed with 5-1/8-ifich exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or,"15 Nail Pattern"detailed below.
NAILS
*4
Nailing-= 6-7ff
Area
Mete
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nall Pattern(Non-HVHZ only)
NAILS
n
ANailing ...............................C.............. .I......._......., ....._•.......
&7/81'
.........
Bud Edge
Figure 2. Elite Glass-Sedl&Glass.-Seal
6 Nall Pattern
TBP15001.4 FLI$355-134 Page 3 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,i nsfallation,'re commended use,or other product attributes that are riot
specifically addressed herein.
TAMK0 BUILUIU
DING PROttS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Basic Wind Speed(Vlt): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(V&,d): 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;
o-
& Solidly sheathed min. 15/32 in. plywod 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 manufacturers 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 manufacturers 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 manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZONE
COMMON
0/BOND
-118"
EXPOSURE 6-6/8"
12-1/211 12-3/811 12-112' 11
Figure 1 Herltage% HeritageO Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern(non-HVHZ-only)
FASTENERS NAIL ZONE
/COMMON
BOND
SURE 5-5/811
Figure 4. HentageO&Heritage(g)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
OCREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles 4
TECHNICAL SERVICES,LLC
3
NAIL ZONF1 x
�OMM
,ASTEIVERS�'--■� i t}N�BOND.
6'if8" E3(PO$URE 5 518"
tf2`+7-'12`!�►�,M-7-3f$ -'tl2 ►7-if24
Figure 5. Her tagoO.Woodgate'
6 Nail'Pattern
>.(
- 1ut ,
1 4 12-1Y2"_ _
Common Bond.
— FASTENERS2;
}� i i
i 'r
in: ai
too 7
39-378 .
Figure'6. Heritage@);Heritage®Premium,&Heritage®Woodgate
Alternate S Nall Pattern.
I
PAINT
LINE
i
f 7-718" jNAIL ZONE
f
6-`IC8" EaGE OF
COMMON
BOND'
EXPOSURE
ACCEPTABLE. . .
FASTENER LOCATION;
D O.NOT FASTEN
ALONG,* OF.
-- COMMON BONN
-PREFERRED
.FASTENER'
LOCATION
Figure 7. Henta9eO(Tuscaloosa),
Expanded Nail.Zone
Nail patterns from Figures 3,4,and 6 may be placed in.the nail zone as described above
TBP-15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State"of,Florida product approval-under Rule 61020-3. The.ibshall 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
CREEK Asphalt Shingles
TF-cHNICAL SERVICES,I-I-C
Heritage®Premium Basic Wind Speed(Vwt): Max. 194 mph
(Frederick) Basic Wind Speed(Vasil): Max. 150 mph
Deck(HVHZ): In-accordance with FBC requirements;
Solidly sheathed min. 19132 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.* I
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 manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattem"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS
COMBOND
�
51/211 E 511
11" 1211
Figure Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
1I2t'
TER V T
EXPO V-
El
911 +91/2L-� 1*-1 11
Figure 9, Heritage@ Premium(Frederick)
6 Nail Pattern
TBP15001A FI-18355-R4 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
L
TECHNICAL SERVICES,LLC
Heritage®Woodgate, Basic Wind Speed(Vgt): Max. 194 mph
(Frederick), Basic Wind Speed(Vasd): 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 manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
D
FASTENERSCOMMON BON
V;qT
EXPOSURE V
+
12-318"
Figure 10. Heritage®Woodgate(Frederick)
4.Nail Paftem.(non-HVHZ only)
NAIL ZONEI
FASTENERS COMMON BOND
Pm
ji
EXPOSURE SV"
a 4r
g-im.� �—v
Figure 11. HerltageV Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shallnotifyCREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This ev'alu6tion report does not express nor impiywarr6nty,instaliation,recommended use,or other product attributes that are not
specifically addressed herein.
PRODUCTS
'2mCREEK TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Vintage@ Basic Wind Speed(Vwt): Max. 194 mph
,(Phillipsburg) Basic Wind Speed(Vsd): 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 accordancewith FBC requirements;
Solidly sheathed min. 15/32 in. plywood orvood 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.*
4W
FZ
T 10 1
wxn
Fwteners
tina
- - - ---- --- - -- - -
17IJ2"
Exposure
Figure 12. Hentage@ VintageO
6 Nail Pattern(hon-HVHZ only)
L
Zara
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.
DING PRODUCTS
CREEK TAMKO 13UILAsphalt Shingles
TEcHNICALSERVICE:S,LLC
Hip&Ridge Basic Wind Speed(Vot): 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
new construction; Min. 1.5/32 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.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
here
5-1/8" exposure
MTn]]
Start
Figure 1 here 5-1/8"exposure
lop
Fastener
' Fastener
Figure 2 4" Figure 3
1/
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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TIE cHNICAL Sr=RvjCES,LLC
Vintage@ Hip&Ridge Basic Wind Speed(Vut): Max 194 mph
(Phillipsburg) Basic Wind Speed(V2sd): Max. 160 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 511 exposure
here-
Start
here
Figure 1 0" exposure
lot
ter
Fastener Fastener
-1/211
Figure 2 Figure 3
Figure 16. 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.
MKO TABUILDING PRODUCTS
C R E EX Asphalt Shingles
TECHNICAL.SERVICES,LLC
LIMITATIONS
1) Fire Classification isnot within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by othersto 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
of 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,rces, 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,'6m Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
0 nNI
R.
% C)
P
-•
.. • E IV
G • 2017.09.25
• No 74 1
11 :31 :41
--0 t
STATE OF
-04'00'
Al
4 .- N Zachary R. Priest, P.E.
�)
fs� ..0 R, Florida Registration No.74021
0 Organization No.ANEI 1669
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.'Pflest, 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
TBP1 5001.4 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 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.