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FL# FL18355-114 RECEIVED
Application Type Revision
Code Version 2017
Application Status Approved N 9 V 19 )gig
Comments
ST. Lude County, Permitting
Archived ❑
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerr[Eden.
kerri—eden@tamko.com
I
Technical Representative Kerri Eden
Address/Phone/Emaii PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrLeden@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
G Validation Checklist-Hardcopy Received
Certificate of Independence FLIS355 R4 COI TBP15001 4 2017 FBC Eva[Report Shinoles final.odf
Referenced Standard and Year(of Standard) Standard Year
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 Equiv UL letter for standards for FBC 2017.0f
Sections from the Code
figs://www.floridabuiIIding.org/pr/pr_app_dfl.aspx?param=wCrEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
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-Seat,Elite Glass-Seal, ASTM D 3,462 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 Eva[Reoort Shingles
Approved for use outside HVHZ:Yes final.pd
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 TBPIS0()1.4 2017 FBC Eval Report
Shingles r1nal.yd
Created by,Independent Third Party:Yes
.._1_kj
Contact Us::261)1.81air Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an WEE0 employer.Copyright 200,7-2023 State of Florida,:-,Privacy Statement;:Aanssibuitystatement statement
Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(11),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address'lr
they have one.The ernalLs provided may be used For official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455.F.S.,Please dick tgM.
Product Approval Accepts;
Credit Card
Safe
https://www.floridabuflding.org/pr/pr__app__Otl.aspx?param---wGEVXQwtDquvosrHazGXQ... 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,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017
220 West 4r Street
Joplin,MO 64801
(417)624-6644
Manufacturing Plants: Joplin,MO
Phillipsburg, KS
Frederick, MD
Dallas,TX
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1:, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Wind Driven Rain
REFERENCES
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 2 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 I-l-C(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 0 3161 2016
ASTM b 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) I0CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 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(ANEI 1669) TBP15001.3 Calculations 2017
TBP15001.4 FI-18355-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 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.
- ����� TAMKOBUIL.DINGPRODUCTS ;
Asphalt Shingles
TECHNICAL SERVICES,LLC
i
PRODUCT DESCRIPTION
Elite GlassSeal® 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
.(DalF;as,;.Fceder1bk,. reinforced, laminated architectural asphalt shingle surfaced. with mineral granules
.Joplin;Phillipsburg:& complying with ASTM D 3462.
..-Tuscaloosa)
Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass f
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules i
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa) i
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(gWoodgate 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 17 x 12", ASTM D 3161; Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
r
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.
^ .
�~~���N�^U���W� Tx�ooauumwapnoouCra '
���N��8��U����� Asphalt Shingles '
TacHNIcALSERVICES,ILLC
INSTALLATION
'
BiteGlaes-Seal@ Basic Max. 194mph /
(Fn*derid\Joplin& Basic Wind Speed(V\=d): Max. 1GDmph }
Tuscaloosa) Deoh(HVHZ): |naccordance with FBCrequirements; �
& Solidly sheathed min. 19132 in. p|ywood or wood plank for |
Glass-Seal new construction; Min. 15132 in. plywood existing �
k,Joplin UVon- construction.
MVMZlQTuscaloosa) Deok(Nom'HVHZ): |naccordance with FBCrequirements;
Solidly sheathed min. 15/32 in. wood plank for
new construction; Min.7/1Gin.OSB existing construction.
Undedaymnnt: (naccordance vith_'FBCrequirements.
Min.slope: 2:12and /naccordance with F0Crequirements. Refer to
the manufacturers application instructions when installing
shingles atslopes greaterthan 21:12.
|nsta/katinn(HVHZ): Installed with I-1/0inch exposure in accordance with RAS
116and manufacturer's published installation instructions.
�
Shingles shall be attached using "6 Nail Pattern" detailed '
bo(ovu
Installation (Non'HVHZ): Installed with 5-1/84nch exposure in accordance wi#hFBC
requirements and manufacturer's published installation
instructions. Shingles h Ubamttachadooingaither"4NoU
'
Pattern"or^ONail Pattern"detailed below.
'
NAILS
�
^ Nailing 6-70
| Area '
!
__Edge
_�
Figure 1. Elite Glass-Seal&Glaam-Sea/
4Na/\ Pattern (Non-HVHZon|y)
NAILS
Area
~1/&°
But Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6Mm8l Pattern
| .
naP15001.4 FU0355-74 Page 3m[11
TAMKO BUILDING PRODUCTS
11CREEK AsphaltShingles
I ECHNICAL SERVICES,LLC
Heritage@ Basic Wind Speed(Volt): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed(V.sd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance With FBC requirements;
& Solidly sheathed min. 19132 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 manufacturers published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern'detailed below.
FASTENERS NAIL ZONE
/COMMON
T P BOND
EXPOSURE 6-6/8"
12-11211 12-3/811 12-1/2'= �_1 if
Figure 3. Heritage@,Heritage@ Premium,and HeritageO Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL.ZONE
COMMON
31M BOND
SURE 5-5/811
Figure 4. Heritage(D&Heritage@ Premium
6 Nail Pattern
TBP15001.4 FL18365-R4 Page 4 of 11
This evaluation report is provided for State of Florida product—approval under Rule 61G20-3. The manufacturer shall nofify 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
T,ECHINICAL.SERVICES,LLC
NAIL ZONEI
ASTENERSCC14U1MON BOND
T r
6-il8" EXPOSURE 5 516"
+
r
1.,. �-7-1/2+7-1U2'+7-31$+-112+.1/24 M III F
Figure 5. Heritage®Woodgate
6 Nail Pattern #
S
i ! PR Common Bond
FASTENERS ;
1 ;
� L 11
'f*
�N �
12�O 7
CD
I 39-318"
Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
t
PAINT
CINE
7-71811 ZONE
B-1/8•• -EDGE OF
COMMON
B4Rld' '
EXPOSURE
5-51811*
5-5518
-ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONaEDGE OF.
COMMON BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3,4,and 6 may be placed in the nail zone as described above
TBP15001.4 FL18355-R4 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
. .
. .
CREEK
T��xDB0L�NGPRoDUCOs �
�=»��.8����*m�� /�pxa�Sh�gbo
�
TFcHmoxCALSFEeVxC9S,LI-C �
HeritageOD Premium Basic Wind Opee &uit): Max. 1O4mph �
(Frederick) Basic Wind Speed(V,,d): Max 150 mph /
Deck(HVH3): |naccordance with F8Crequirements; >
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15C32 in. plywood existing
construction.
Dedk(Non'HVHZ): |naccordance with F8Crequirements;
Solidly sheathed min. Y6/32in. plywood or mmodp|anhfbr
new construction;Min.7/1Oin.OSB��oUngcona�uuUou
Undodayman� inunoo�anmsv��FBCn*qumman�'
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturers application instructions when installing |
shingles edslopes greater than 21:12. . �
\netadkation(HVHZ): Installed with 5in. exposure inaccordance with RAS 115
and manufacturer's published installation |nabanUono.
Shingles shall beattached using ~G Nail Pattern" detailed
boiovu
Installation (Non'HVH2): Installed with 5 in. exposure in accordance with F8C
requirements and mondfiacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"nr^GNail Pattern"detailed below.
NAIL ZONE/|
,,�OIVIMON BOND
an
[EXPOSURE
`
� T
�
5"
�
� --_
12"
{
Figure 8. Rerita0e@Premium(Fmederick)
i 4Nail Pattern (mmo-HVHZ omh)
NAIL ZONE/
FA IENERS /C OMMONSOND
. /
51/211 EXPOSURE 5"
Pigoref). Heritage@ Premium (Prederick)
SNail Pattern
`
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shaiF—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.
PRODUCTS
V-10 CREEK TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Woodgate Basic Wind Speed(Vigt): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the 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
Pattem"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS OIVILIVION BOND
T
EXPOSURE V'
+
12-31W'--+— lift
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
STENEAS COMMON BOND
Ar 41
qT
r EXPOSURES"
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.
����� TAMKO BUILDING PRODUCTS
Asphalt Shingles
i
TECHNICAL SERVICES, LLC E
Heritage®Vintage® Basic Wind Speed(V,,;t): 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. i
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): 'Installed with 5 in. exposure in accordance with'RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
i
40f'
Y ug�mmt Rposure
Nemo 2 . Notch
s, Fastenas Nall
are
17.1!2'
S'
Etpo;ure
41.0- 9-1
Figure 12. Heritage®Vintage@
5 Nail Pattern(non-HVHZ only)
Exposure
$ Notch
,ub..ts 8
�ru+r
6' 143
- - - - - - - - - - - - Zone
17-117
6rposum
11lI g7 � �761�6.716' 1
n. 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.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(Vult): Max. 194 mph
(Frederick&Joplin) 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.1/1 6-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
here-
1 .1
Start
Figure 1 here exposure
Fastener Fastener
Figure 211411 Figure 3
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 61 G20-3. The manufacturer shall 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
TEcHNicAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vdt): Max. I-94 mph
(Phillipsburg) Basic Wind Speed(Vag): Max. 150 mph
Deck(HVHZ): In accordance with.FBC requirements;
Solidly sheathed min. 19/32•in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 5 inch exposure in accordance with the FBC
and manufacturers published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 511 exposure
here—
Mrt
Stang—
here 511 exposure
Figure 1
its
Fastener Fastener
5-11/2" -1/211
Figure 2 1143! 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 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product chahges 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
UmiTATioNs
I) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements,
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
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 manufacturer.
%%
2017.09.25
No 74021
11 :31 :41
-04'00'
STATE OF
.-0 HCl
�\ .
.. A
Zachary R. Priest, P.E.
Florida Registration No.74021
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.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 FI-18355-R4 Page 11 of 11
This evaluation report is provided for State of-Florida product approval under Rule 6IG20-3. 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.