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Product Approval Menu>Product or Application Search>Application List>Application Detail !
FL# FL18355-R2
.Application Type Revision I f
Code Version 2014
Application Status Approved
Comments
ArchivedCl
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
a
' (417)624-6644 Ext 2305 Ilu
kerri_eden@tamko.com
Authorized Signature Kerri Eden
I{, i
kerri_eden@tamko.com
t
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
i
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional'Engineer I I,
J Evaluation.Report-Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R.Priest
the Evaluation Report I i
Florida•License PE-74021
Quality'Assurance Entity UL LLC
I Quality Assurance.Contract Expiration Date 01/07/2019 i
Validated By Locke Bowden I !
13 Validation Checklist-Hardcopy;kecelved�
Certificate of Independence FLIB355 R2 COI TBP15001.2 FBC!k014 Product Evaluation Reoort
Shinoles.odf I['
Referenced Standard and Year(of Standard) Standard { Year
ASTM D 3161 I i 2009
ASTM D 3462 I 2009
ASTMD D 7158 I 1 2008
TAS 100 1995
Equivalence of Product Standards
Certified By I II
1
Sections from the Code
1 iI
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/18/2015
I
Date Pending FBC Approval 12/19/2015 I,
Date Approved 02/10/2016 I
Date Revised 05/09/2017
.I
Summary of Products I I'
FL# Model,Number or Name Description II 1
18355.1 Glass-Seal,Elite Glass-Seal, ASTM D,3462 asiphalt shingles and' and ridge shingles
Heritage,Heritage Premium, d
Heritage Wobdgate,Heritage
Vintage,Hip and Ridge,and Vintage
Hip and Ridge Shingles l
Limits'of Use Installation In'structioes;,
Approved for use in HVHZ:Yes FL18355 R2 III TBP15001,,2 FBC 2014 Product Evaluation
Approved for use outside HVHZ:Yes Reportbhingles!'odf I,IR I
Impact Resistant:N/A Verified By:Zachary R,Priest PE-74021
Design Pressure:N/A Created by Inde endentThirdParty:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL18355 R2 AE TBP15 001.2 FBC!2014 Product Evaluation
i Report Shingles'odf I:, I
Created by IndependentThird Party:Yes
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Back dax
f
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contact us::2601 Blair Stone Road.Tallahassee FL 3 399 Phone:850-487-1824
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The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida. Privaw Statement::Accessibility Statement::Refund Statement
Under Florida law,.email addresses are public records.IP you do not want your a-mail address released Inlresponse to��a pubric-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any.questior 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 aeemail address if they haveone.The
emails provided maybe used for official communication with the licensee.However email addresses are public record.!IPyyou do not wish to supply:a personal address,
please provide the Department with an email address which can be made available to the
public To determine if you'ae a licensee under Chapter 455,F.S:,please
dick a r. I �' i
1 Product Approval Accepts: Il i
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Safe
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Certificate
ate of.Authorization No.29524
C E17520 Edinburgh Dr
Tampa,FL 33647
TECH,NICAL. SERVICES, LLC i 1 (813)480-3421
EVALUATION REPORT FLORIDA BUILDINGi,CODE V"EDITION(201.4)
1
Manufacturer: TAMKQ BUILDING PRODUCTS Issued December?4,2095
220 West 4u'Street
Joplin,MO 64801 i
(417)624-6644 i
Manufacturing Plants: Joplin,MQ d
Phillipsburg,KS
Frederick,MD
Dallas,TX !
Tuscaloosa,AL
Quality Assurance: UL LLC(QUA9625) I1'
SCOPE I I
Category: Roofing
Subcategory: Asphalt Shingles !' ;
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 !
Properties: Physical properties,Wind Resistance,Wind Driven Rain j
` I
REFERENCES I
II 4
Entity Report No. Standard (` Year
PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 1001995
PRI-Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 11995
PRI Construction Materials Technologies(TST5878) TAF-054-02-01 TAS 100 11995
PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 X1995
PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 `!1995
PRI.Construction Materials Technologies(T8T5878) TAP-130-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TA3100 ; '1995
PRI-Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 106 1,1 995
PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1,1995
PRI Construction Materials Technologies(TST587B) TAP-307-02-01 TAS 100 11995
PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 i 1995
! PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381. 2008(2013)ei
PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 i,`1, '1995
UL LLC(TST9628) 02NK9507 ASTM D 316:9 2009
j UL LLC(TST9628) 04NK24366 ASTM D 3462' 2009
UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1
UL;'2390
ASM D 7158; 2008d
UL LLC(TST9628) 06NK03898 ASTM D 3161' 2009
ASTM D 3462; 2009
UL LLC(TST9628) 08CA59132 ASTM D 3161, 2009
UL LLC(TST9628) 09NK07896 ASTM D 316:1. 2009
ASTM D 3462' 2009
UL LCC(TST9628) 10CA50498 ASPM D 3462{, 2009
UL LLC(TST9628) 10CA64882 ASTM D 316;1. 2009
UL LLC(TST9628) 11 NK14014 ASTM D 3161 2009
5
ASTM D,3462' 2009
UL LLC(TST9628) 12CA24661 ASTM D 316;1 2009
UL LLC(TST9628) 4786110543 ASTM D 6381, 2008(2013)el
UL LLC(TST9628) 4787043752 ASTMD 316;1 2409
UL LLC(TST9628) 4787148748 ASTM D 7158. 2008d
ASTM D 316' '2009
ASTM D 3462 2009
TBP15001.2 FL18355-R2 ;, ; Page 1 of 11
This evaluation report'is provided for State of Florida product approval under Rule 61G20-3.1 The manufacturer shall notify CREEK
Technical Services,LLC of any-product changes or quality assurance changes throughout tt a duratiori:for which this report Is valid:
This evaluation report does not express nor imply warranty,installation,recommended use,or otherioduct attributes that are not
specifically addressed herein.
I
I
T KO BUILDING PRODUCTS
RUMCREEK Asphalt Shingles
M�111111111111
TECHNICAL SERVICES,LLC
PRODUCT DESCRIPTION
Elite Glass-.Sea[@ 12-114"x 36", ASTM D 3161, Class F and ASTM D 7158, C lass H self-sealing, 34ab
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on-both sides wiiii fasphali and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3402.
Glass-Sea[ 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class Fig self-sealing, 3-tab
(Frederick& asphalt shingle with fiberglass mat coated on both sides with 6sphalf and surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462.
Glass75eal 12-1/4"x 36",ASTM D 7158,Class H self-sealing,3;tab asphalt shi0,gle 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-HVH 1:dnl
11
Heritage@ 13-1/4" k 39-3/$", ASTMD 3161, Class F and ASTM D17158, Class H fiberglass
(Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin,Phillipsburg& complying With ASTM D 3462.
Tuscaloosa)
HeritageO Premium 13-1/4" x 3M/8", ASTM D 3161, Class F and ASTM D1'7, 158, Class H fiberglass
{Dallas,-Frederick, reinforced laminated architectural asphalt shingle" surfac.''d with mineral granules
Phillipsburg& complying ASTM D 3462.
Tuscaloosa)
Heritage( Premium 12" x-36", ASTM D 3161, Class F and ASTM D 7158, Cla's's H fiberglass reinforced,
(Frederick) laminated architectural asphalt shingle surfaced with mineral 1(granu es complying with
ASTM D 3462.
Heritage@ Vintage@ 17-1/2"x 40",ASTM D 3181,-Class F and ASTM D 71158,Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral:granules complying With
ASTM D 3462. Ij
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) surfacb'd -with mineral granules
complying with ASTM D 3462.
Z
HerlitageS 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.
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) ASTMIQ 3462,
VintageD Hip and Ridge 17 x 12", ASTM D 3161, Class F fiberglass reinforced, hipand ridge asphalt shingle
{Phillipsburg} surfaced4with mineral granules complying with ASTM D 3462h
,i � i ,I
TBP16001.2 FL18355-R2 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3.]The madtifacturdr shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duratio''for whic'h this report is valid.
ThIs'bvaluatl6n report does not express nor imply Warranty,installation,recommended-use,or other poduct attributes that are not
specifically addressed herein.
II
TA BUILDING PRODUCTS
CREEK I1; I Asphalt Shingles
TECHNICAL SERVICES,LLC
INSTALLATION
Elite Glass-Seal® Basic Wind.Speed(Vw,): Max.194 mph
(Frederick,Joplin& Basic Wind Speed(V sd): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBCII equirerrtents;
s & Solidly sheathed min. 19/32 in. plywood,or wood.plank for
Glass-Seal new construction; Min. 15/32} in. 1 plywood existing
(Frederick,Joplin(Non- construction. r
HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBClrequire I ants;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.O,SB 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�lexposu�e in accordance with RAS
11.5 and manufacturer's published installation instructions.
Shingles shall be attached using"6 Nail Pattern" detailed
below. II''
Installation (Non-HVHZ): Installed with 5-1/8-inch,+exposufe in accordance with FBC
requirements and manufacturels published, installation
instructions. Shingles shall be ait°achedlusing either"4 Nail
Patter"or"6 Nail Patter"detailed below.
NAILS
I I
Nailing ___ - _ - -718"
Area _ 1
Butt Edge
f�
Figure 1. Elite Glass-Seal&Glass-Seal
4 Nail Pattern (Non-HVHZ only)
I i
I
MAILS
.. 9 _
Nallm --- 6-7181
Area =------- .--_--- --_ ..�.._._ .... — ....
I ` �
(.
Butt Edge I .
Figure 2. Elite Glass-Seal&Glass-Seal
6 Nail Pattern
TBP15001.2 FL18355-R2 i j' 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. I �
� lY I
.I I i �
®EEK TAMKO BUILDING PRODUCTS
a i I Asphalt Shingles
TECHNICAL SERVICES,LLC
I ' I
Heritage® Basic Wind Speed.(V.ii): Max. 194 mph
(Dallas,Frederick,Joplin, Basic Wind Speed(Vasd): Max.150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC]requirements;
& Solidly sheathed min. 19/32 in.Illywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. .11 plywood existing
(Dallas,Frederick construction. ;'
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance.with FBC,require I tints;
& Solidly sheathed"min. 15/32 in.(plywood or wood plank for
Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction.
(Dallas&Frederick) Underlayment: In accordance with FBC(requirements.
Min.slope: 2:12 and in accordance,with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles atslopes greater than 21t12.
Installation(HVHZ): Installed with 5-5/8 in. exposure+in accordance with RAS
115 and manufacturers'published installation instructions.
Shingles shall be attached using;"6 Nail Pattern" detailed
below.
Installation (Non Installed with 5-5/8 in.iI xposur ;in accordance with FBC
requirements and manufacturLApublished installation
instructions. Shingles shall be aitached�using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
L.
I �
'f;
FASTENERSi NAIL ZON E
it I,l� COMMON
BOND
,��
EXPOSURE 6ai 5/8"
1" 12-112" 12-318 -►�-- 12-112'
Figure 3. Heritage®, Heritage&Premium,and Heritage®WoodIlgate(Dallas)
4 Nail Pattern (non-HVHZ only) i
i
i
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FASTENERS I ,;NAIL ZONE
COMMON
{,BOND
6-1/8" EXPOSURE 5-55/8"
i Figure 4 Heritage®&Heritage®Premiu l
6 Nail Pattern i
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T13015001.2 FL18355-R2I Pa e 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.
����� I TKO BUILDING PRODUCTS
1 Asphalt Shingles
'T'mf- icAl-SEkvtciEs,LLC
NAIL ZONE!
AStENERS
COM'M' ON BOND
l
F
1 5518"'
1 I
1 "i �7-112+7-'U2+7»3/B+7.11Z+7-1a&� -1"" 1
Figure 5. Heritage®.Woodgate '
6 Nail Pattern
121/2 ' i1�2'112
IIS] Common Bond
FASTENERS
{{ �
t'}4
t
G 39-318"
:Figure 6. Heritage@,Heritage@ Premium, &Heritage;®Wood"gate
Alternate 6 Nail Pattern (�
' 3
i PAINT
LINE i
7-Tian -NAIL ZONE
COMMON
!I BOND
EXPOSURE
5-fit$"
ACCEPTABLE ` E
FASTENER LOCATION I
DO NOT FASTEN_
ALONG EDGE OF
- .-- - COMMON BOND
I
PREFERRED
FASTENER ;
LOCATION
Figure 7. HeritageO{Tuscaloosa} - �
Expanded Nail Zone
Nag patterns from Figures 3,4,and 6 may be placed in the nail zone as�'escribed above
t
TBP15001.2 FL18355-R2 j `; Page 5 of 11
This evaluation report is provided for State of Florida product approval,under Rule 61 G20-3.'IThe mariOfacturer 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,ar otherproduct attributes that are not
specifically addressed herein.
I �I
TA�MKO BUILDING PRODUCTS
ICRE-EK I 1 Asphalt Shingles
TECHNICAL SERVICES,LLC
I;
Herita e®P_remlum Basic Wind Speed g p (Vu„): Max.194 mph � ;• I
(Frederick) Basic Wind Speed(Va_�d): Max.150 mph
Deck(HVHZ): In accordance with FBC(requirements; I
Solidly sheathed min. 19/32 in.'plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction. 1 11I
Deck(Non-HVHZ): In accordance with FBC,lrequirerrients; j
Solidly sheathed min. 15/32 in.'piywood or wood plank for
new constructioni Min.7 16 in.OSB existing construction.
Underlayment: In,accordance with.FBQ requirements.
Min.slope: 2:12 and in accordance.,with FBC requirements: Refer to
the manufactu'rer' s appication instructions when installing
shingles at slopes greater than 21:12..
11 I
Installation(HVHZ): Installed-with 5 in. exposure in�accordance with RAS 115
and manufacturers published!j installation instructions.
Shingles shall be-attached using,"6 Nail Pattern" detailed
below. 'I
Installation (Non-HVHZ): Installed with 5 in. exposure ,in accordance with FBC
requirements and manufacturers published installationinstructions. Shingles shall bee ached-using either"4 Nail
Pattern"or"6 Nail Pattern"detaiied below.
{
NAIL�ZON&l
FASTENERS COMMON BOND
li
tj
4
5112" EXPOSURE 5"
1"--r,{ �-- i 1"—► 12 -11
Figure-8. Heritage®Premium(Frederick)
4 Nail Pattern (non-HVHZ only) j
NAILIZONE/i
FASTENERS COMMON BOND
WhIP EXPQSURE S'
Figure 9. HeritageO Premium(Frederick)
6 Nail Pattem
j
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i
4
I T6015001.2 FL18355-R2 j 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,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 usefor other,product attributes that are not
specifically addressed:herein. j
I,
j
� I
t� I
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I�
C R I TAMKO BUILDING PRODUCTS
IMIIIIIIII ; Asphalt Shingles
TECHNICAL SERVICES,LLC �
'I
Heritage®Woodgate Basic Wind Speed(V„„): Max. 194 mph
(Frederick) Basic Wind.Speed(Vasa): Max. 150 mph
Deck(Non-HVHZ): In accordance with FBC'',requirements;
Solidlysheathed min. 15132 in.�ilywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBG;requirerrients. i
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application ii16ructions when installing
shingles at slopes greater than 2J`12.
Installation (Non-HVHZ): Installed with 5 in. exposure I'in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be E ached'
lusing either"4 Nail
Pattem”or"6 Nail Pattern"detailed below.
NAIL'�ZONE/
COMMON,BOND
FASTENERS ! f
EXPOSURE!! "
1 11 72-3/8 11 I 1"
Figure 10. Heritage®Woodgate(Frederick) I
4 Nail Pattern (non-HVHZ only) f
NAIL ZONE/
FASTENERSFEXPOSURE
COMMON 6 OND
I
` 5.1/2'
Figure 11. Heritage®Woodgate(Frederick) ;; I
6 Nail Pattern
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T81315001.2 FL18355-R2
i I
Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-31 The man'ufactur`er shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout die 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
I
I
TAMKO BUILDING PRODUCTS
CREEK I Asphalt Shingles
TECHNICAL SF-RvicEs,LLC
Heritagp(9VIntag68 Basic Wind Speed(Vwt): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vwd): Max.150 mph
Deck(HVHZ): In accordance With F1301require a ts;
Solidly sheathed min. I 1/ 2 in. j ood, or wood plank for
new construction, Mi 11 . 1 132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with-FBC1require 1�e'nts;
Solidly sheathed min. 15/32 in.jplywood or wood plank for
new construction,Min.7/16 in.OSB existing construction.
Underlayment In accordance With FBdrequiteMiiints.
Min.slope: 212 and in kcordance With Fbb requirements. Refer to
the manufacturer's-application instructions when installing
shingles at slopes greater than11112
Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115
and 'manufacturer's plulblishe ilinstallation instructions.
Shingles shall be attached using'-6 Nail Pattern" detailed
below. If
Installation (Non-HVHZ): Installed with 5 in. exposure 14'n' accbrd6nce With FBC
requirements and mariufacturer!s published installation
instructions. Shingles shall bechedusing elther"5 Nall
Pattern"or"6 Nail Pattern' -detail'6 belo W 1.
4CP
rxpiium
T
S �, Fasteners it re
— — — —— — - - - - . -- -
17-1
Uposup-
Figure.12. Heritage@ Vintage@
5 Nail Pattern (non-HVHZ only)
1 --
4 M
V Now
y.
Z466.
N'No
Figure 13. Heritage@ Vintage
6 Nail Pattern
TBP15001.2 FL18855-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The mariufacturei,shall notify CREEK
Technical*iical Services,LLC of any product changes or quality assurance changes throughout the,duratiod,f6r which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other 0.r6duct attributes that are not
specifically addressed herein.
J
i
��� TAMKO BUILDING PRODUCTS
�'' Asphalt Shingles
TECHNICAL SERVICES,LLC
Hip&Ridge Basic Wind Speed(V,dt): Max.194 mph
(Frederick&Joplin) Basic Wind Speed(Vasd): Max.150 mph
Deck(HVHZ): In accordance with.FBC,requirements;
Solidly sheathed min. 19/32 in.jpiywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck(Non-HVHZ): In-accordance with FBCjrequire'merits; j
Solidly sheathed min. 15/32 in.f plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC1'requireri tints. •�
Min.slope: 2:12 and in accordance pith FBQTequirements.
Installation: Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed erid shall be away from the
prevailing wind. ;
k
Direction of prevailing wind
Start 5-1/8" exposure
here—
Fn-]II
Start
Figure 1 here 5-1/8"exposureI
jl I
; ! i
Fastener
Fastener
I" X5-5/8
Figure 2 �� IFigure 3
1/-4"
Figure 14. Hip&Ridge(Frederick&Joplin)
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TBP15001.2 FL18355-R2 I f 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
I Asphalt shingles
TECHNICAL SERVICES,LLC
VintageO Hip.&Ridge Basic Wind Speed(V,,11): Max. 194 mph
(Phillipsburg) Basic Wind Speed(Vasa): Max.150 mph
Deck(HVHZ): In accordance-withFBG requirl",ents; I
Solidly sheathed min. 19!32 in.I plywood or wood,plank for
new construction; Min. 15132 in. plywood existing
construction.
Deck(Non-HVHZ): In accordance with FBCI require` ents;
Solidly sheathed min. 15/32 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 FSC requirements.
Installation: Installed.with'5 inch exposure osure 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
Start 5" exposure
I here-
In
I
i I start
!'
� � hereex�posure
Figure 1 I
` Fastener �fFa #enep
I
Figure 2 1/4': Figure 3
Figure 15. Vintage®Hip Ridge(Phillipsburg)
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TBP15001.2 FL18355-112 �. Page 10 of 11
This evaluation report is provided for State of Florida;pr6duct approval under Rule 61 G20-3.'fThe manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes_throughout the duration cir which this report is valid.
This evaluation report does not expres's nor imply warranty,installation,recommended use,yr other product attributes that are not
specifically addressed herein. E
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iMKO BUILDING PRODUCTS
"mCREEK `E Asphalt Shingles
TECHNICAL SERVICES,LLC I i
UM&ATiONS.
1) Fire Classification is not within the scopeof this;evaluation. I
2) The roof deck and the roof deck,attachment shall be designed by others to meet tha minimum design loads
established for components and cladding and in accordance with FSC requirements.
3p 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 buildindlmean roof height of 33-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities acid debris. All fasteners in the deck
shall be checked for protrusion and corrected,prior to underlayrrient application. E
6) Shingles shall be iristalied starting at the eave in horizontai layers such that thelaps 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 hese sources, the more restrictive
and code compliant detail shall prevail. ;f !'
8} All products listed in this report shah be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
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COMPLIANCE STATEMENT !
The,products evaluated herein by Zachary R. Priest, P.E. have demonstrated complianibb with the Florida Building
Code 5 Edition(2Q1 4)as evidenced in the referenced documents submitted by t ie named�manu€acturer.
! ,`�ttyti!!lltJ�j' �
%.G,% �p.�Y R. p /.��i 20�5. 12.14
No 74021 = 13:44:19
051'a0
I :'3 STATE OF :41J' �!
'f0T':A, Zachary R.Priest,P.E.
O R t p'' N � Florida Registration No.74021
/ONA` Organizatiion No.A;NE9641,I'
I 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.
��r
CREEK Technical Services,LLC is not owned,operated,or controlled b an com an manufacturin distributin roducts under
Y Y P Y g P
this evatuatiom i
Zachary R.Priest, P.E.does not have, nor will acquire,a financial interest in any company manufacturing or,distributing products
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under this evaluation.
Zachary R.Priest,P.E.does not have,nor will acquire,a financiai interest in any other entity involved inithe approval process of the
product. I I
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END OF REPORT
TBP15001.2 FL18355-R2 I gage 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. ;! f
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