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FL# FL18355-114
• Application Type Revision
Code Version 2017 7`'
Application Status Approved RECEIVED
Comments Ai
Archived Ell NO Yn1/ ?018 1
ST, WCiq Gqunt:yt PrArmitting
Product Manufacturer TAMKO Building Produc ,
Address/Phone/Email PO Box 1404
Joplin,MO 54602
(417)624-6644 Ext 2305
k6rri_eden@tamko.com
Authorized Signature Kerri Eden
4
kerri_eden@tamko.com
l
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(4171624-6644 Ext 2305
kerr i_eden@t6mko.com
Quality Assurance Representative
Address/Phone/Emali
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
CL L�1. 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 L1.0
Quality Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowden
R Validation Checklist-Hardcopy Received
Certificate of Independence FLIS355 R4 COI TBP15001 4 2017 FBC Eva[Report Shingles final.12d
Referenced Standard and Year(of Standard) Standard Year
ASTM D 3161 2016
ASTM D 3462 2010
ASTMD D 7158 2011
TAS 100 1495
Equivalence of Product Standards
Certified By Approved Testing Lab'
FL18355 R4 Eguly UL letter for standards for FBC 2017.odf
Sections from the Code
hgsJ/www.floridabuilding.org/pr/prYapp dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
-Florida Building Code Online JL dgL,Z U.I.
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-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hfp 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]Report 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 evaluatiorf report for limits of use. Evaluation Reports
FL183SS R4 AE TQP15001.4 2017 FBC Eva[Report
Shinales final.0
Created by Independent Third Party:Yes
Back F----],
Contact US:!2601 Blair Stone Road,Tallahassee Fl-32399 Phone:950-487-1824
The State of Florida is an WEED 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-mall address released In response to,a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone orty,traditional mail.If you have any questions,please 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 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 do the public.To determine If you are a licensee under
Chapter 455,F.S.,please dick hgM_,
Product Approval Accepts.
Credit Card
Safe
https://www.floridabuilding.org/pr/pr, 'a-pi)—dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
iff'lar Ceftificate ofAuthorization No.29824
CREEM 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BuILDING CODE,Sr"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS issued September 25,2017
220 West 4""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
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-05"2-01 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
chnologies(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(TST9528) 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 1)3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 10CA50498 ASTM 0 3462 2010A
UL LLC(TST9628) I0CA64882 ASTM D 3161 2016
UL LLC(TST9628) 11 NK14014 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)el
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 FL18855-R4 Page 1 of i1
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
w
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 j
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with i
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 H self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
i
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
7
He13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
.(Dalfas,:Fsederick,., reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Jbplin Phillipsburg-& complying with ASTM D 3462. !
"r Tuscaloosa)
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"x40 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(D Woodgate 13-1/4" x 39-3/8", ASTM D 31.61, 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.
i 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.
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 Shingles
TECHNICAL SERvicEs,LLC
INSTALLATION
Elite Glass4eal@ Basic Wind Speed(Vit): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph
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(Noriml-IVI-1Z): In accordance with FBC requirements*
Solidly sheathed min.on;Min.7/16 i
15/32in. plywood or wood plank for
new construction; n.QSB existing construction.
cti
Underlayment: In accordanZwith 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.
Shingles shall be attached using "6 Nail Pattern' detailed
below.
Installation (Non-HVHZ): Installed with 5-1/5-inch exposure in accordance with FBC
requirements and manufactur6r's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAiLS
........... ........ ............
Nailing - ------ 6-718°
Area
Butt Edge-
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing%—: ......................... ................................. 6-7/8
Area
Butt Edge
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pdftern
TBP15001.4 FL18855-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
Technical Service-§,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 PI20DUCTS
Asphalt Shingles i
I
TECHNICAL SERVICES,LLC
Heritage@ Basic Wind Speed(Vut): Max. 194 mph
(Dallas, Frederick,.Joplin, Basic Wind Speed(Vega): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 19/32 in. plywood or wood plank for
HeritageO 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®Woodgatenew construction; Min.7/16 in.OSB existing construction. j
(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 5-518 in. exposure in accordance with RAS
115 and manufacturers published in instructions.
Shingles shall be attached using "B Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 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
I
EXPOSURE 5-618"
12-112 12-318" 12-112"-� -1"
'I
Figure 1 HeritageO, Heritage@ Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
i
FASTENERS NAIL ZONE
COMMON
BOND
6-1� E3+�O7—
SURE 5-518"
' 1=-►I �t7-112'=►�+1-7-112"-�-7-318"-�-7-112"-►�-7 1/2"-►� hl-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.
TAMKO BUILDING PRODUCTS
CREEK 1. Asphalt Shingles
TECHNICAL SERVICES, L LC
i
NAIL ZONE!
STENERSCOiUlN10N BOND ;
EXP(ISURE 5 518"
1" �7-1/2'+7-'U2'+7-3I8+-1/2 7-1/2&� �—V
Figure 6. Heritage®Woodgate
6 Nail Pattern j
->l1"i1"—12-1/2"
i i i i i
i � Common Bond
FASTENERS
J ;
6 `
cb
LOO r
T
—
Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate
Alternate 6 Nail Pattern
PAINT
r
CINE,,
-7f8" a-NAIL ZONE
6-1f8." EDGE OF
COMMON
BOND
EXPOSURE
ra-5f8""
ACCEPTABLE.
FASTENER LOCATION
CO NOT FASTEN
ALONG-EDGE OF.
-- --- COMMON'B.OND
-PREFERRED
.FASTENER
LOCATION
Figure 7. Heritage®(Tuscaloosa)
Expanded Nail Zone
Nail pafferhs 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 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
TEckNICAL SIERVICES,LLC
Heritage®Ppenfiurn Basic Wind Speed(Vwi): Max. 194 mph
(Frederick) 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.
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.
Undedayment: 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"4 Nail
Pattern"or"ii Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS Ct3itttMON BOND
T_
112FP11 5 La
0 SQRE
I 1 12
Figure 8. Heritage@ Premium(Frederick)
4 Nail Pattern(non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOM
7
RE 5"
Figure 9. Heritage@ Premium (Frederick)
6 Nail Pattern
TBP15001.4FL18265-R4 Page 6 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,LLG of any product changes or quality assurance changes throughout the duration for which.this report is valid.
This eval6ation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
PRODUCTS
014CREEK TAMKO BUILDINGAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage@ Woodgate Basic Wind Speed(Vint): 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.7/16.1n.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
thingles 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 44 Nail
Paftem"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS T COMMON BOND
T
EXPOSURE
+
11'. 12-3N'
Figure 10. Heritage@ Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAfLZONFJ
FASTENERS COMMON BOND
Joe
�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 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
Heritage(D VintageO. Basic Wind Speed(Vua): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasil): 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.
f
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min.7116 in.0S13 existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBG 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"5 Nail
Pattern"or"6 Nail Pattern"detailed below.
40'
M U9~t
-2 IT &posure T Notch
17-V21
V
Expcsure
Figure 12. Heritage@)Vintage®
6 Nail Pattern(non-HVHZ only)
Notch
TI
Fast*mm
N*11
Zone
t yrTero
-
-11(1104
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 changesthroughout 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
11CREEK Asphalt Shingles
TF-cHNICAL SERVIcEs,LLC
Hip&Ridge Basic Wind Speed(Vtt)* Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vase): 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. 15132 in. plywood or wood plank for
new construction;Min.7/16 in.0S13 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 manufacturers 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—
Start
here Star
Figure 1 5-1/8"exposure
Fastener
Fastener-F
Figure 2 Figure'3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP150011.4 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 BULDING PRODUCTS
CREEK Asphalt'Shingles!
TECHNICAL SERVICES,LLC
Vintage®Hip 8.Ridge Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(V,,d): 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 manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
Start 51' exposure
here—
Satart
here
51' exposure
Figure I
lot
Fastener astener
5-1/2" 1/211
Figure 2 1/4P 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 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 BUILDING
tShingles
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) rhe 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 611320-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
%J11111111111
R,
.-*\GEN& 2017.09.25
1
No 74021 1 :31 :41
U
-10 t
. -04'00'
STATE OF 4U
Al
Zachary R.Priest, P.E.
IS, Florida Registration No.74021
Organization No.ANE1 1669
CERTIFicknom 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 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 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.