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FL# FL1835544
Application Type R on
Code Version 2017
Application Status. Approved
Comments
Archived
Product,Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1464
Joplin,MO 64802
(417)624-6644 Ext2305
kerri_eden@tamko.com
7
Authorized Signature Kerri Eden
i kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@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
Cl. 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
R Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eval Report Shingles 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 Eguiv UL letter for standards for FBC 2017.0df
f
Sections from the Code
htlps://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
-Date Submitted 09/25/2017
Date Validated 0 912 7/2 0 1 7
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
I
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, I
Heritage W.00dgate,Heritage
Vintage,,Hip and Ridge,and
Vintage Hip and Ridge.Shingles
Limits of Use Installation instructions
Approved for use in HVHZ:Yes FL18355 R4 Ir TBP15001 4 2017'FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.odf
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 T8P15001 4 2017 FBC Eva)Report
Shingles Rnal.0df
Created by Independent Third`Party:Yes
( back Next
' contactus::2601 Blair.Stone'Road:Tallahassee FL 32399 Phone:850-487-1824
I
The State of Florida Is an W&O employer.CO2Yright 2007-2023 State of Florida ::Privacy statement::Accessibility statemen[:c Refund Statement
n under Florida law,email addresses are.public records.If you do not want your e-mail address released to 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
Sectlon 455.27S(1),.Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However ema0 addresses are public record.If you do not wish to
! supply a personal address,please piovlde the Department with an.emailaddress.whlch can be made available to the public To determine if you are a.ilcensee under
f Chapter 455,F.S.,please dick er .
i
Product Approval Accepts:
® "Wa
i
Credit Card
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Safe
https://www.floridabuflding.or-g/pr/pr app dtl.aspx?param=wGEVXQ*OgiivosrHazGXQ... 1/3/2018
Certificate of Authorization No.29,924
CREEK17520 Edinburgh 7
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING•CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017
220 West 4r"Street ;
Joplin, MO 64801
(417)624-6644 i
Manufacturing Plants: Joplin, MO I'
Phillipsburg, KS E
Frederick, MD i
Dallas,TX a
Tuscaloosa,AL
Quality Assurance:. UL LLC(QUA9625)
SCOPE
Category! Roofing
Subcategory: Asphalt Shingles
t Code Sections: 1504.1.1, 1507.2.5, 150.7.2.7.1, 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
PRfCon"struction 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-315702-01 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 0 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) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM D 3161 2016
UL LLC(TS19628) 11NK14014 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(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,
����� TAMKO BUILDING PRODUCTS }
Asphalt Shingles
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 shiingle.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 i
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass=Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 34ab 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.
t
.Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM. D 7158, Class H fiberglass
(Dalf&s;;.Eiededk k,. reinforced, laminated architectural asphalt shingle surfaced with mineral granules
i.JopirrPliiltpshurg.& complying with ASTM D 3462.
F iscardosa),
" r
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,
(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 1158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage®Woodgate 13-1/4" x 3M/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 UAW x IT, 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 3161i Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
a
i
i
�4
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 PRODUCTSCREEK ?,
Asphalt Shingles
TECHNICAL SERViCEs, LLC j
i
INSTALLATION i
Elite Glass-Seal® Basic Wind Speed(Vuir): Max. 194 mph j
(Frederick,Joplin& Basic Wind Speed(Vac): 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. 15132 in. plywood existing
(Frederick,Joplin(Non- construction-
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 16/32 in: plywood or wood plank for
new construction;Min.7/16 in.08B 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.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with.5-1/8-inch 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.
3
NAILS
Nailing - fr718°
A,� _— -- - - -
�-118"
Buts:Edge
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
Nailing - ----------------.---- --------------- _ ------------------__ - 6-7/811
Area 7,- j
Butt Edge
Figure 2. Elite Glass-Seal,&Glass-Seal
6 Nail Pattern
TBP15001 A FL16355-114 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-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.
D TAMKO BUILDING PRODUCTS
11 1. Asphalt Shingles
TECHNICAL SEtdvICEs,LLC Heritage® Basic Wind Speed(Vqt): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vesd): Max. 150 mph i
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 I
HeritageO 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. i
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 manufacturer°s published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS(~�.� NAIL ZONE
COMMON
BOND
fi-118" Fc-xPo$URE -518"
4
12-112"—+► - 12-3/8" —►�— 12-112'�-►{
Figure 3. Heritage@,HeritapO Premium,and Heritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
PC BOND
�_i/$" FEXPO$URE 5-5/8°
i`--►' h-7-if2'=M�-7-iJ2"-►f4- 7-&8"+-7-1/2"-►�-7
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
I
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services;LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK Asphalt
BUILDING PRODUCTS s
Asphalt Shingles
TECHNICAL SERVICES,LLC j
NAIL ZONE/
ASTENERS COMMON BOND
6-1/8" . EXPOSURE 5 51$"' p
. ,
1" �-7-1f2=►�•-7-112'�►�-7-3/8'-►�-7-'1/2�7-'t/2�. �--1
Figure 5. Heritage@ Woodgate
6 Nail-Pattern
=
® Common Bond
i
FASTENERS
t
T
a.
yW s
39-3/8
Figure 6. Heritage@,Heritage@ Premium,&Heritage@ Woodgate
Alternate 6 Nail Pattern
i
PAINT
{ LINE
7-7/8" ]-NAIL ZONE
—_�— EDGE OF
6-1I8° COMMON
BOND
EXPOSURE
ACCEPTABLE.
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE 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.
GD >�j TAMKO BUILDING PRODUCTS
j� it Asphalt Shingles
TECHNICAL SERVICEs,LLC I
i
Heritage®Premium Basic Wind Speed(Vuo: Max. 194 mph
(Frederick) Basic Wind Speed(Vflsa): Max. 150 mph
Deck(HVHZ)-. In accordance with FBC requirements; `+
Solidly sheathed min. 19/32 in. plywood or wood plank for
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.7/16 in.OSB'existirg 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 manufacturers 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
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS /COIAIVION BOND
511z" EXPOSURE 5"
La
111-� �-- 11"—►�i- 1211 --►�--1_111
Figure 8. Heritage@ Premium (Frederick)
4 Nail Pattern(non-HVHZ only)
4
s
NAIL ZONE/
FASTENERS COMMON BOND
51/2 EXPOSURE 5"
II Figure 9. HeritageO Premium(Frederick)
6 Nail Pattern
TBP15001..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.
TAMKO BUILDING PRODUCTS
Asphalt Shingles
I
TECHNICAL SERVICES,LLC
i
Heritage®-Woodgate BasicWind Speed(V,qj): Max. 194 mph 1
(Frederick) Basic Wind Speed(Vasa): Max. 150 mph
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. Refer to
the-manufacturer's application instructions when installing
shingles at slopes greater than 21`:12. i
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions: Shingles shall be attached using,either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENER, COMMON BOND
T
5-1/2 EXPOSURE VI
Figure 1 O. Heritage®Woodgate(Frederick)
4-Nail Pattern (non-HVHZ only)
.t
NAIL ZONFJ
FASTENERS COMMONBON a
5.112" HEXPPOSU�IEY
1°� I+9-1/2"-►�F3'�9�1$"�-►+4`3'�F 8-112"� �-1"
'Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
I
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.
Thls evaluation report does.not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
i
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
i
HentageO Vintage® Basic Wind Speed(V„tt): 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. 1
Deck(Non-HVHZ): In 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 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
t
Pattern"or"6 Nail Pattern"detailed below.
1
4d,
y ugmht 6tpOsure
QQ16 rJiteh
Fwtenes
ore
— —— — -- — — — — —
• 77-0l2"
S'
Expmre
Y a1ti 41At---r�rt—'
,v varo--•�—aim•
t
Figure 12. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
4W M:
N
T lttElr
Alvmre
6 its 9
• � - - - - - - - — - - Zone
17112'
�ro
t
g7 ic'iA------'1 fa-----767H• d-716'
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 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
Hip-&Ridge Basic Wind.Speed(Vint): Max. 194 mph
(Frederick&Joplin) Basic Wind Speed(Vasa): 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. I
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. i
Underlayment: In accordance with FBC requirements. f
Min.slope: 2:12 and in accordance with FBC requirements.
Installation: Installed with 571/8 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
I
i
hearer ,5-118" exposure
i
1 II
Start
here
Figure 1 5-1/8"exposure
i
log lip
� Fastener '
Fastener
5/8„
Figure 2 Figure 3
�1 ,4"
Figure 14. Hip&Ridge(Frederick&Joplin)
i
TSP15001:4 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.
NG PODUCTS
GREEK iAMKO BUILAIsphatShingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vwr): Max.194 mph
(Phillipsburg) 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. 15/32 in. plywood existing
construction.
Deck
.(Non-HVHZ): In accordance with FBC requirements; i
Solidly sheathed min. 15132 in.. plywood or wood plank for
new construction;Min.7/16 in.QSB existing construction.
Underlayment In accordance with FBC requirements.
Min.slope- 2:12 and in accordance with`FBC.requirements.
Installation: Installed with 5 in 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" exposure
here-
1 5" exposure
Figure 1
,a
1q i95
Fastener Fastener
Figure.ure 2 1/4" Figure 3
Figure 15. 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.
i
i1
jZ I X TAMKO BUILDING PRODUCTS
Asphalt Shingles p
TEGHNiCAL SERVICF_s,LLC
1
LIMITATIONS {
i
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. I
-4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60,ft or less. iIII
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, 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,6`"Edition(20.17)as evidenced in the referenced documents submitted by the named.manufacturer.
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9 No 74021 11 :31 :41
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�% Florida Registration No.74021
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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.
i
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.
t
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.