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FL# FL18355-R4
Application Type Revision
fCode Version 2017
Application Status Approved
Comments
Archived 0
Product'Manufacturer TAMKO Buildin Products,Inc.
I Address/Phone/Email PO Box 1404
Joplin,MO 648 2
{417)624-664 Ext 2305
kern eden@ta ko.com
Authorized Signature Kerd Eden
kerri_eden@ta ko.com
Technical Representative Kerrl Eden
Address/Phone/Small PO Box 1404
Joplin,MO 64 02
(417)624-66 4 Ext 2305
kerri_eden@t mko.com
Quality Assurance Representative
Address/Phone/Emali
Category Roofing
Subcategory Asphalt Shing es
Compliance Method Evaluation Re ort from a Florida.Registered Architect or a Licensed
Florida Profes Tonal Engineer
F1 Evaluatlo Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Pr est
the Evaluation Report
Florida.License PE-74021
Quality Assurance Entity UL LLC
Quality'Assurance Contract Expiration Date 01/07/2019
Validated By Locke Bowde
Validatio Checklist-Hardcopy Received
ti
Certificate of Independence FLIB355 R4C OI T13P15001.4 2017 FBC Eval Report Shingles fin I. df
Referenced Standard and Year(of Standard) Standard Year
ASTM D 316 2016
ASTM D 346 2010
1 ASTMD D 71 8 2011
TAS 100 1995
Equivalence of Product Standards
Certified By Approved Te ting Lab
FL183SS R4 E uiv UL letter for st ndards for FBC 2017.0
Sections from the Code
https://www.floridabuilding.org/pr/pr app dtl.aspx?param— GEVXQwtDquvosrHazGXQ... 1/3/2018
Florida Building Code.Online Page 2 of 2
Product Approval Method Method 1 Option D
Pate Submitted 09/25/2017
Date Validated 09/27/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/1212017
Summary of Products
FL# Model,Number or Name Des
iEiption
18355.1 Glass-Seal,Elite Glass-Seal, AST iD 3462 asphalt shingles and hip and rridge shingles
Heritage,Heritage,Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and
Vintage Hip and Ridge Shingles
Limits of Use Ins4liation Instructions
Approved for use In HVNZ:Yes. FL 355 R4 11 TBP15001.4 2017 FBC Eva[.Report 5hingles
ApproVed for use outside HVHZ:Yes mal. df
Impact Resistant,N/A Verl ed By:Zachary R.Priest PE-74021
Design,Pressure:N/A Cre led by Independent Yhjn:1 Party:Yes
Other:."See evaluation report For limits OF use. Eval atioh Reports
1
F1 tf;'; R4 AF: TBP15001_4 2017 FBC Eval Report
Shinbles final.od
Creoted by Independent Third Party:Yes
aa
Contact Us 2601 Blair 5tone Road. Phone:SSO-487-18
Tallahass e FL 32399
The State of Florida Is an AA/ECO employer.Copyright 9003 Sta e of Flo da ::Privacy Statement acm
ibillty Statementgerund State-e
Under.Florida law,emall.addresses are,public records.If you do not want your e-ma I address released Ili response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional ma 1.If you have any questions,Please contact 850.487.1395.*Pursuant to
Section 455.275(3),Florida Statutes,effective October 1,2012,licensees licensed and r Chapter 455,F.S.must provide the Department with an email address It
they have one.The'emalls provided maybe used for official communication With the 11 risen.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 n be made available to the public.To determine if you are a licensee under
not
we
or by d
licensees
"ce
a
na
d'-.
S.'.W Pi da
tra be ma
add'.
I'you
I
ns und Chapter
'unicab."with the 1, risen.h
email
add ress which n be m.
Chapter 455,F.S.,pleas dick here.
no
Product Approval ccepts;
Credit C rd
Safe
https://www.floriclabuilding.org/pr/pi .app7
_4tl.aspx?p CxEVXQwtDquvosrHazGXQ... 1/312018
Certificate of Authorization No.29824
C R E K" 17520 Edinburgh Dr
Tampa,FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,6'EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25 2017
220 West 4 Street
Joplin, MO 64801
(417)6246644
Manufacturing Plants: Joplin, MO
Phillipsburg,KS
Frederick,MD
Dallas,TX
Tuscaloosa,AL
Qu6ilt)f Assurance,:' UL LLC(QUA9625)
SCOPE
Category: Roofing
Subcategory:
category: Asphalt Shingles
Code Sections: 1504.1.1,1507.2.5, 1507.2-7.1, 1523.6.5.1
Properties: Physical properties,Wind Resistance,Win( Driven Rain
REFERENCES
E City 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-131-02-0.1 TAS 100 1995
PRI Construction Materials Technologies(TST5878} TAP-165-02-01 TAS 160 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 Rei 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)e1
UL 2390
ASTM D 7158 2011
UL LLC(TST9628) 06NK03898 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 08CA59132 ASTM D 3161 2016
UL LLC(TST9628) 09NK07896 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A
UL LLC(TST9628) I OCA64882 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(17ST9628) 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 FL18355-R4 Page I of 11
This evaluation report is provided for State of Florida product approval under Ikule 611320-3. The manufacturer shall notify.CREEK
Technical Services,LLC of any product changes or quality assurance change throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,reco mended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS i
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 l
(Fredericka Joplin&:, asphalt shingle with fiberglass mat coated n both sides with asphalt and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3 46Z
Glass-Seal 12-114"x 36", ASTM D 3161, Class F anc ASTM D 7158, Class Hself-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 462:
Glass-Seal 12-1/4"x 36',ASTM D 7158, Class H self- eating, 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. l
He
ritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
x(6alfas,;.Fredssick,_.. reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Jopliffi.P.l illipsburg:& complying with ASTM D 3462.
T-uscafoosa)
Y
Heritage®Premium 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
Phillipsburg& complying with ASTM D 3462.
Tuscaloosa) j
Heritage@Premium 12" x 36", ASTM D 3161, Class F and A 3TM D 7158, Class H fiberglass reinforced,
(Frederick) laminated architectural asphalt,shingle su faced,with mineral granules complying with
ASTM D 3462.
Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3161, Class F and STM D7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM'D 3462.
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F liberglass 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.
t
Vintage@ Hip and Ridge 12" x.12", ASTM D 3161, Class F fibergl ss,reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying Nith ASTM D 3462.
:i
i
TBP15001;4 FL18355-R4 Page 2 of 11
This evaluation report is provided for State of Florida product approval under R le 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes hroughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recomr iended use,or other product attributes that are not
specifically addressed,herein.
CREEK DING PRODUCTS TAMKO BUILDING
Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glassi-Seal@ Basic Wind Speed(Vlt): Max. 194 mph
(Frederick,Joplin& Basic Wind Speed(Vwd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance 'th FBC requirements;
&
Solidly sheat-h d min. 19/32 in, plywood or wood plank for
Glass-Seal new constru 'on; Min. 15/82 in. plywood existing
(Frederick Joplin(Non- construction.
H\11�?)&Tuscaloosa) Deck(Non-HVHZ): In accordance FBC requirements;
Solidly sheath d min. 16132 in. plywood or wood plank for
new construct! n;Min.7/16 in:OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slop6: 2:12 and in a cordance with FBC requirements. Refer to
the manufact rer's application instructions when installing
shingles at slo es greater than 21:12.
Installation(HVHZ): Installed with -1/8 inch exposure in accordance with RAS
115a 'an
an nd macturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
S
below.
elow
Installation (Non-HVHZ): lnstall�ed with -1/8-inch exposure in accordance with FBC
requirements and manufacturer's published Installation
instructions. -hingles shall be attached using either"4 Nail
Pattem"or"6 ail Pattern"detailed below.
NAILS
1,1
-41
Nailing --------------
6-718"
Area ..............
Mate
Figure 1. Elite Glass-Seal&G ass-Seal
4 Nail Pattern(Non-HVHZ only)
NAILS
L.
... .. ...... MNailing _>....................................... ... W
.... ----...-•-••-.__....._•_ .
.......................
1181,
Butt Edge
Figure 2. Elite Glass-Seal& lass-Seal
6 Mail Pattern
TBP16001.4 FL10355-R4 I Page 3 of 11
This evaluation report is provided for State of Florida product approval under�ule 61G20-3. The manufacturer shallnotifyCREEK
Technical'Services,LLC of any product changes or quality assurance change throughout the duration for which this report is valid.
This i evaluation report does not express,nor imply warranty,installation,recd i imended use, or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
CREEKAsphalt Shingles
TECHNICAL SERVICES,LLC
Heritage® Basic Wind Speed(V,flt): Max. 194 mph i
(Dallas,-Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBG requirements; 1
& Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new constru tion; Min. 15/32 in. plywood existing
_.(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
& Solidly sheathed min. 15132 in. plywood or wood plank for
Heritage®Woodgate new construction; Min.7/16 in:OSB existing construction. f
(Dallas&Frederick) Underlayment: In accordance with FBC requirements. I
Min.slope: 2:12.and in accordance with FBC requirements. Refer to
the manufacf rer's application instructions when installing
shingles at sic pes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and man facturer's published installation instructions.
Shingles shal be attached using "6 Nail Pattern" detailed
below. 1
Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. 3hingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
fi=1 f8" ExPOSU RE 5-518"
12-11211 12-318" -►�- 2-1121"► h-1"
Figure-3. Heritage®, Heritage®Premium,and H ritage@ Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
,I
FASTENERS NAIL ZONE
COMMON
BOND
81
EXPOSURE 5-5/8"
1" 7-112" 7-112" 7.318' 7-1I2" 7-1/2"-►� f f-1
Figure 4. Heritage&&Heritage 0 Premium
6 Nail Pattern
i
TBP15001.4 FL18355-R4 Page 4 of 11
This evaluation report is provided for State offlorida product approval under ule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changet throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recon mended use,or other product attributes that are not
specifically addressed herein:
TAMI(O BUILDING PRODUCTS
CREEK ;
Asphalt Shingles 1
TECHNICAL SERVICES,LLC !
NAIL ZONE/
.4STENERS COMMON BOND I
EXPOSURE 5 518"
F
i
Figure 5. Heritage®Wood ate
6 Nail Pattern
I
-,IT'ii";. 12-1/2"
i [] Common Bond
FASTENERS
M ds t
o�
1 �R
W T
N
16 C (D
a � Y
.j
I 39-3/8"
Figure 6. Heritage®,Heritage®Premium,8,Heritage®Woodgate
j! Alternate 6 Nail Patte
1
PAINT
LINE
i 7-7f8" _ NAIL ZONE
' =EDGE OF
6=1I8." COMMON
BOND
EXPOSURE
6-5f8"
ACCEPTABLE.
FASTENER LOC AT ON
DO NOT'FASTEN
ALONG!EDGE OF
COMMON BOND
Ak
PREFERRED
.FASTENER
LOCATION
Figure 7. Heritage®(Tusc loosa)
Expanded Nail Zon
Nail patterns from Figures 3,4, and 6 may be placed J 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 ule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance change 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 SF-RVICF-S,LLC
Heritage(A)Premium Basic Wind Speed(\/,,It): Max. 194 mph
(Frederick) Basic Wind Speed(Vsd): Max. 150 mph
Deck HV.HZ): In accordant with FBC requirements;
Solidly sheath`d min. 19/32 in. plywood or wood plank for
new constru 'on; Min. 15/32 in. plywood existing
construction.
,h
Deck(Non-HVHZ): In
S accordant with FBC requirements;
Solidly cc
olidivy sheat ad min. 15/32 in. plywood or wood plank for
new construct on;Min.7/16 in.OSS existing construction.
v
Underlayment: In accordant with FBC.requirerrients.
Min.slope: 2:12 and in a cordance with FBC requirements. Refer to Il
the manufact rer's application instructions when installing
shingles at sl pes greater than 21:12. .
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and manufa urer's published installation instructions.
Shingles steal be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed wit & in. ex rdance. With FBC
Installed
exposure in acco
't 't
ins Tements and manufacturers published installation
requirements rnt-
I i
instructions. hingles shall be attached using either'4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS COMMON BOND
EXPOSURE 511
1211
Figure 8. Heritage@ Premium Frederick)
4 Nail Pattern(hon-HVHZ only)
NAIL ZONE!
FASTENERS COMMON BOND
==1111 fit -9
- T
51/211 EXPOSIURE 5"
T
9112 14-1 It
Figure 9. Heritage(D.Premium Frederick)
6 Nail Pattern
Frederick)
TBP15001.4 FL18355-R4 Page 6 of 11
This evalifation report is provided for State of Florida product approval under ule6lG20-3. The manufacturer shallnotifyCREEK
Technical Services,LLC of any product changes or quality assurance change throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,reco mended use,or other product attributes that are not
s ifically addressed herein.
pact
TAMKO BUILDING PRODUCTS
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC
Heritage( Woodgate Basic Wind Speed(V.1t): Max.194 mph
(Frederick) Basic Wind Speed(Vasil): Max 150 mph
Deck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheath d min. 15/32 in. plywood or wood plank for
new.construct! n;Min.7116 in.0S13 existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in a cordance with FBC requirements. Refer to
the manufact rer's application ins ructions when installing
shinglesatsl as-greater than 21:12.
s s
Installation (Non-HVHZ): lnsta�lled with 5 in. exposure in accordance with FBG
requirements and manufacturer's published installation
instructions. hingles shall be attached using either"4 Nail
Pattern"or'6 ail Pattern"detailed below.
NAIL ZONE!
FASTENERS
COMMONBOND
T
E 0SUREW
.j
11" 12-3/8"
Figure 110. HeritageOWoodgate,(Frederick)
4 Nail Pattern(non.-HVHZ )niv)
NAIL ZONEI
FASTENERS
'COMMON BOND
'.1/Z ESUPOSURE 5
A L
V-41 9 11211
Figure 11. Heritage@-Woodgat (Frederick)
6 Nail Pattern
TBP15001.4 FI-18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida.product approval under ule-61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurancec hangeo throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty,installation,recoi imended use,or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS '.
Asphalt Shingles
TECHNICAL SERVICES,LLC ?;
i
Heritage®Vintage® Basic Wind Speed(V,i1): Max. 194 mp
(Phillipsburg) Basic Wind Speed(Vasa): Max.150 mot
Deck(HVHZ): In accordant ,withFBC requirements; 1
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing j
construction.
Deck(Non-HVHZ): In accordant with FBC requirements;
Solidly sheat ed min. 15132 in.`plywood or wood,plank for j
new construe ion; Min.7116 in.OSB existing construction.
Underlayment: In accordant_ with FBG requirements.
Min.slope: 2:12 and in ccordance with FBC requirements. Refer to
the manufact rev'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 manufa turer's published installation instructions.
Shingles sha I 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"5 Nail
Pattern"or"6 Nail Pattern'detailed below.
ad'
X rag6mt 7 &posure
-2 nmmm Notch
{
- - — --- ore
17.112"
Exposure
' 41A1'---Y�-41h1'--Y�9.1tS—►�—Rl '
1 -1
Figure 12. Heritage®Vin ageO
5 Nail Pattern(non-HVHZ only)
40, Fxpas"R
N"
Ilfl
6 FiritrR i
- - - - - - -- - - -- lone
17-112`
3'
73li' 7�vs' I A]1r i3r9'
eqxsum
L•71i`� � I. 761 -...6716' 1.
Figure 13. Herilllta�gee@ V ir tage®
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 8 of 11
This evaluation report is provided for State of Florida product approval under I lule 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
Hip&Ridge Basic Wind Speed(VA,): Max. 194 mp
(Frederick&Joplin) Basic Wind Speed(Vasa): Max.1.50 mp
Deck(HVIHZ),: In accordant with.FBC requirements;
Solidly sheat ed min. 19132 in. plywood or wood plank for
new constru ion; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In accordant with FBC requirements;
Solidly sheat ed min. 16/32 in. plywood or wood plank for
new constru on;Min.7/161n.OSB existing construction.
.Underlayment: In accordant with FBC requirements.
Min.slopet 2:12 and In a cordance with FBC requirements.
Installation: Installed with 5=1/8 inch exposure in accordance with the
FBC and ma ufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wir d.
Direction of prevailing wind
Start 5-1/8" exposure
Fn]
Start
Figure I here 1/811 exposure
SA
nerFastener
Figure 2114" Figure 3
Figure 14. Hip&Ridge(Frederi k&Joplin)
TBP15001A FL18365-R4 Page,9 of 11
This evaluation report is provided for State of Florida product approval under ule 61 G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changethroughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,reco mended use,or other product attributes that are not
specifically addressed herein.
TAMKO BUILDING PRODUCTS
-ICREeK - Asphalt Shingles
TECHNICAL SFERVIcEs,LILC
Vintage@ Hip&Ridge Basic Wind Speed(Vut): Max. 194 mpt
(Phillipsburg) Basic Wind Speed(Vasa): Max 150 mp
Deck(HVH4: In accordanc with FBC requirements;
Solidly sheat ed min. 19/32 in. plywood or wood plank for
new const ction; 'Min. 15/32 in. plywood 'existing
construction.
De�pk(Non-HVHZ): In accordan 'with FBC requirements;
Solidly she6t ed min.. 15/32 in. plywood or wood plank for
new construe ion;Min.7/16 in.OSIS existing construction.
-Underlayment: In ac.cordan ' with FBC requirements.
Min.slope: 2:12 and in a cordance with FBC requirements.
Installation- Installed with 5 inch exposivre;in accordance With the FBC
p
t
t
Ici
c
a
- I
and manufac ureft published installation instructions. The
direction of he exposed end shall be away from the
prevailing wi d.
Direction of prevailing wind
Start 5" exposure
here-, t�
In
Star
here
5" exposure
Figure 1
its
astener stener
Figure 2 Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001A FL18355-R4 Page 10 of 11
This evaluation report is provided for State of lorida product"approval under ule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changethroughout the duration for which this report is valid.
This.evaluation report does not express nor-imply warranty,installation,recormended use,or other product attributes that are riot
-specifically addr>ssed herein.
TAMKO BUILDING PRODUCTS t
CREEK Asphalt Shingles
TECHNICAL SERVICES,LLC I
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LIMITATIONS ti
a
1) Fire Classification is not within the scope of this evaluation. t
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 W th-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.
Deck,substrates shall be clean, dry, and free from any irregL latities and debris. All fasteners in the deck
shall be checked.for protrusion and corrected prior to-underlay: ent application.
6) Shingles shall be installed starting at the eave in horizontal i iyers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall "comply with th s .report, the FBC, and the manufacturers
published application instructions. Where discrepancies exis •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 dem nstrated compliance with the Florida Building
Code,a Edition(2017)as evidenced in the referenced documents sub miffed by the`.named manufacturer.
',•`'G�PRc,E N S�'� 2017.09.25
j No 74021 11 :31 :41
-04'00'
�-'. STATE' OF 441
AI� P,:N_�.� Zacha .R'. Priest, P.E.
R 1. C���` Florida Registration No.74021
% Organi. ation No.ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial i iterest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services,LLC is not owned,operated,or controlled by any c impany 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 an j 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 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance change 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.