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Product Aaoroval Menu>Product or Aoplfcation Search>Aoofcation List>Application Detail
FL# FL18355-114
- •-e�f'
Application Type Revision'
Code Version 2017
Application Status Approved
Comments.
Archived P� CCT I1
1 Product Manufacturer TAMKO Building.Products,Inc. ��CLL�E�
Address/Phone/Email PO Box 1404
Joplin,MO 64802 APR 12 ?019
(417)624-6644 Ext 2305
kerri—eden@tamko.com
ST. Lucie f 96inot Permitting
Authorized Signature Kerri Eden 4
kerrUeden@tamko.com
h
ri
it
Technical Representative kerri Eden
Address/Phone/Email PO Box 1404
Joplin, 4 64802
(417)6224-5644 Ext 2305_
kerri_eden@tam ko.com
Quality Assurance Representative
Address/Phone/Email
,I Category Roofing
Subcategory Asphalt Shingles
LL
Compliance Method Evaluation Report from a Fiorida Registered Architect or.a Licensed
Florida Professional Engineer
iD 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 FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles final.Ddf
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 Eguiv UL letter for standards for FBC 20 7.odf
Sections from the Code
https://www.floridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDguvosrHazGXQ... 1/3/20.18
Florida Building Code.Unlme
:
t
Product Approval Method Method 1 Option D.
i
Date Submitted 09/25/2017
Date Validated 09/27/2017 I
Date Pending FBC Approval 10/08/2017 t
Date Approved 12/12/2017 f
Summary of Products I
{1
FL# Model,Number or Name Description !
,
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D.3462 asphalt-shingles and hip and ridge shingles
Heritage,Heritage Premium;
Heritage Woodgate,Heritage
Vintage,.Hip-and Ridge,and '
Vintage Hip and Ridge Shingles
Limits of Use. Installation Instructions
Approved for use in HVHZ:Yes. FL18355 R4 II TBP15001.4 2017 FEC Eval Report Shingles
Approved for use outside HVHZ:Yes_ final.DdE
Impact Resistant:N[A, Verified By:Zachary'R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. -Evaluation Reports
FL18355 R4 AE TBP15001.4 2017 FBC Eval Report
Shingles flnal.pdf
Created by,Independent Third Party:Yes
earl'. Next
f
_ 1
Contact Us::2601 Blair Stone Road.Tallahassee-FL 32399 Phone:850-487-1824
t
The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida..:Privacy Statement::Accessibility statement::Refund Statement
.° Under Florida law,email addresses are public records.Ir youdo not want your e-mail address released_In response;to apublic-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by.tradittonal mall.If you have any questions;please contact 850.487,1395.*Pursuant to
Section 455.275(l),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 offidafcommunication 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 whichcan be made available to the public.To determine if you are a.licensee under
Chapter 455;F.S.,please dick here.
Product Approval"Accepts:
i r—IR-1 i5: LJ ccc« M
Y
Credit Card
Safe
https://www-.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/201;8
Certificate of Authorization No.29824 ,
CR
"'t 17520 Edinburgh Dr EK
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6'"EDITION(2017)
t
Manufacturer: TAMKO BUILDING PRODUCTS Issued September.25,2097
220 West 4`"Street
Joplin, MO 64801 !
(417)624-6644 j
Manufacturing Plants: Joplin, MO
Phillipsburg, K$
Frederick, MD
Dallas,TX I
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 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 LLC(TST9628) 02NK9507 ASTM D 3161 2016
UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)el
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) 10CA64882 ASTM D,3161 2016
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24561 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(ANE11669) TBP15001.3 Calculations 2017
TBP15001.4 FL18355-R4 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 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.
CR��K TAMKO BUILDING PRODUCTS
Asphalt Shingles i
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-Seal® 12-1/4"x 36", ASTM D 3161., Class F and ASTM D 7158, Class H self-sealing, 3-tab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass-Seal 12-114" 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 I
with ASTM D 3462. Shingles shall be used in the non-HVHZ only. I
Y
Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM. D 7158, Class H fiberglass
_(1Ya1Ms;_Eireder1bk,_ reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Jbpiih,tPMlli"psburg-_& complying with ASTM D 3462.
Fuscal'aosa)
Heritage@ Premium 13-1/4" x 39-3/8", ASTM D-3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462,
Tuscaloosa)
Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, i
(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 13-114" 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 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
E (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
r shall be used in the non-HVHZ only .
Hip and Ridge Shingles 12-1/4 x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
t
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.
CREEKTAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
I
INSTALLATION
i
Elite Glass-Seal@ Basic Wind Speed(Vit): 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: plywood or wood plank for
Glass-Seal new. construction; Min. 15/32 in. plywood existing
(Frederick,:.Joplin(Non- construction. }
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): Ili-accordance with FBC requirements;
Solidly sheathed min. 15/32-in: plywood or wood plank for i
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min_slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application-instructions when installing
shingles at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions. I
Shingles shall be attached using °6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-1/87inch exposure In accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern".or"6 Nail Pattern"detailed below.
i
NAiL;S.
i, �.
Nailing - - _ - ... ----- - - -7113°
Area _ - M .. ....___- --
i
Butt Edge
Figure 1. Elite Glass-Seal&Glass=Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing ------------.------ ° � = .................. -- 6-7/8�,
Area
5-118"
Butt Edge
Figure 2. Elite Glass;Seal&Glass-Seal
6 Nail Pattern
TBP15601 A FL1'8355-R4 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technicai'Seniices,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.
CER _" TAMKO BUILDING PRODUETS
EK Asphalt Shingles
TECHNICAL SERVICES,LLC i
Heritage@ Basic Wind Speed(V„lt): Max. 194 mph j
Dallas, Frederick,Joplin, Basic Speed( P� . p (%sd)= Max. 150 mph i
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; I
& Solidly sheathed min. 15/32 in. plywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.OSB existing.construction. t
(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 I
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 5-518 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
.FASTENERS NAIL ZON E
COMMON
BOND
6—i18„
EXPOSURE 5-618"
12-112" 12-318" 12-112' it
Figure 3. Heritage@, Heritage@ Premium,and HeritageO.Woodgate(Dallas)
4 Nail Pattern(rlion-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1j8" FEXPOSURE,5-5/811
1,','--►� �`7-1/2"►`4-7-112"-1�-7-31$'�►�4-7-if2"-�7-112"'� �--1"
Figure 4. Heritage@&Heritage@ Premium
6.Nail Pattern
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 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
TAMKO BUILDING PRODUCTS
L�i�l. Asphalt Shingles
TECHNICAL SERVICES,LLC
NAIL ZONE1
ASTENERS COMMON BOND
T
64/811EXPOSURE 5518"
r
z
1.. !��7-"112+7-1/2+7-3/8" 1/2+7-1%2A�. �-V
Figure 5. Heritage®Woodgate
6 Nair-Pattern
-)IP 1';-F 12-1/2"-—►; •�--12-112"--►;1"All
' Common Bond
FASTENERS '
, I'll \
i
A
39-3/8"
t Figural. Heritage®; Heritage®Premium,&Heritage®Woodgate
Alternate:6 Nail Pattern
PAINT
` LINE,
WAIL ZONE
6-118" .EDGE OF
COMMON
-BOND' `
EXPOSURE
ACCEPTABLE.
FASTENER.LOCATION
DO NOT FASTEN
ALONGIEDGE OF
----
COMMON BOND
PREFERRED
.FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nall patterns from Figures 3,4,and 6 may be placed in-the nail zone as described above
T8P15001.4 FL18355-R4 Page 5 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 orquality 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:
GD K TAMKO BUILDING PRODUCTS
d i Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@)Premium Basic Wind Speed(Vuit): Max. 194 mph
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph
Deck(HVHZ): In accordance with FBC requirements; I
Solidly sheathed min. 19/32 in.. plywood or wood plank for j
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with:FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with.FBC requirements.
Min.slope; 2:12 and in accordance with FBC requirements. Refer to
the,manufacturer's application instructions when installing
shingles at slopes greater than 21:12. . {
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using T Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or°6 Nail Pattern"detailed below.
l
NAILZONE/
FASTENERS , COM.MON BOND
6112" EXPOSURE 5"
rr
.L
1" �-- 11"—►�--- 1211 --►�---11"-- �--1"
I
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMONBOND
T V T
551/2" EXPOSURE V
_LL _ I
9112" I4---1 n
Figure 9. HeritageO Premium(Frederick)
6 Nail Pattern
TSP15001.4 FL18355-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.
CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Woodgate Basic Wind Speed(Vu„): Max_ 194 mph
(Frederick) Basic Wind Speed(Vasd): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBG 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 manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below. i
Ni41L ZONE/
,e-----;FASTENERS COMMON BOND
T
5-112° EXPOSURE 5"
12-3/8"--r�--
a Figure% Heritage®Woodgate(Frederick)
4.Nail Pattern(non-HVHZ only)
NAL.ZONE/
COMMON BOND
FASTENERS
5.112" EXPOSURE 5"
9-112" 3' 9318"�►�-3'+►�-�8.112"-� �11--1 u
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed(V,t): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasd): Max. 150,mph
Deck(HVHZ): In accordance with FBG 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. J
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
l instructions. Shingles shall be attached using either"5 Nail
Pattern"or'"6 Nail Pattern"detailed below.
4W
ummmt Exposure
T Notch
b• Fasteners
ria
s
Exposure
41.0 41J4` 9•lAt`—�rt-47A1�
l/ 1
Figure 12. Heritage®Vintage®
5 Nail Pattern (non-HVHZ only)
4r Eapmm
Notch
114�+tt
YI�y
Y Nil
- - - - - - - — - - Zone
+
7- TJfi' 7dri' 7dlt---r�—.7j/3'
Figure 13. Heriltag�e@ '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.
11CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
i
TECHNICAL SERVICES, LLC i
- i
Hip$Ridge Basic Wind Speed(V„it): Max. 194 mph.
(Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150.mph
Deck(HVHZ) In accordance with.FBC requirements; r
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;
Solidlysheathed min. 15132 in. plywood or wood plank for
new construction;Min.7/16.in..OSB existing construction. i
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
FBG and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
r
Direction of prevailing wind
Start 8-1/8" exposure
here
I
,I
-
Start
Figure 1 here 5-1/8"exposure
lip
lip
J �� Fastener Fastener
Figure 2 �. Figure 3
i/4"
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule.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 SEIRVICEs,LLC �
Vintage®Hip&Ridge Basic Wind Speed(Vw): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph-
Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for i
new construction; Min. 15132 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.7116 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 manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
i
Direction of prevailing wind
here5" exposure
ti I�
F"•
Start
here 5" exposure
Figure 1
I
ivy
y.
Fastener Fastener
1/23;
Figure 2 Figure 3
Figure 16. VintageO Hip& Ridge(Phillipsburg)
f
TBP15001 A 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 product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TitcHNICAL SERVICES, LLC j
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, j
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 j
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 I
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, 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,6h Edition(2017)as evidenced in the referenced documents submitted by the.named manufacturer.
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NoANE1669
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,not will acquire,a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.4 FL18355-R4 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 81G20-3. 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.