HomeMy WebLinkAboutProduct Approval-Shingles Florida Building Code Online Page 1 of 2
t ', 'rt n, `b r 1rt v; ry` r
*ill' ^i°y V -L 1�
Bgssnes p essianaJ e , aE t _ •
.PP.� . a i,, -`.`r' .+. - A.'' F A•rt+.:. 3 c3 +'.. rigneatteii£;100,14,5VRTWOMPC
«
BCIS Home Log in ( User Registration Hot Topics Submit Surcharge Stats&Facts Publications 1 FBC Staff 1 SCIS Site Map 1 Links ; Search
;tiida
taa at Product Approval
t9 USER: c tic User
Product Approval Menu>Prodect_er Application Search>Application Usk>Application Detail
.. p� FL# FL18355-R4F /1. 1
Application Type Revision r:(C )e O,9
Code Version 2017 1 ®{..;.40.,1
Application Status Approved <r
y •o
,F
Comments
��L ce�'+L 'O Y
Archived o
, Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404 1
Joplin,MO 64802
I (417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
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 1
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
i
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
J Validation Checklist-Hardcopy Received
Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shinales final.pdf
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
I Certified By Approved Testing Lab
FL18355 R4 Equiv UL letter for standards for FBC 2017.pdf
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018
1
Florida Building Code Online rage z oi
Product Approval Method Method 1 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 hip and ridge shingles
Heritage,Heritage Premium,
Heritage Woodgate,Heritage
Vintage,Hip and Ridge,and
Vintage Hip and Ridge Shingles
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles
Approved for use outside HVHZ:Yes final.pdf
Impact Resistant:N/A yenned By:Zachary R.Priest PE-74021
Design Pressure:N/A Created by Independent Third Party:Yes
Other:See evaluation report for limits of use. Evaluation Reports
FL18355 R4 AE TBP15001.4 2017 FBC Eval Report
Shingles final.pdf
Created by Independent Third Party:Yes
1Backl INextl
Contact Us::7601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Convfioht 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-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 emalts provided may be used for.offcial communication with the licensee.However email addresses are public record.If you do not wish to j
supply a personal address,please provide the Department with an email address which con be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
1 _
f 1l. eCtar p
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?parammrwGEVXQwtDquvosrHazGXQ... 1/3/2018
CREEKCertificate of Authorization No.29824
a 17520 Edinburgh Dr
Tampa,FL 33647
. TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,61"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS Issued Septernber25,2017
220 West 4rn 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
it Subcategory: Asphalt Shingles
I 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
Entity Report No. Standard Year
PR Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 I
PR Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-131.02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995
PR Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995
PR Construction Materials.Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 i
PR Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1
PR 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) 10CA50498 ASTM D 3462 2010A
UL LLC(TST9628) 10CA64882 ASTM 0 3161 2016 •
UL LLC(TST9628) 11NK14014 ASTM D 3161 2016
ASTM D 3462 2010A
UL LLC(TST9628) 12CA24551 ASTM D 3161 2016
UL LLC(7519628) 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(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.
�~*���N�^0�"0�, TAMxz�BxL� PRODUCTS
�~�0����.��°0�� Asphalt Shingles
L ^
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass-8oaNV 12-1/4" x 36ASTM D 3161, Class F and ASTM D 7158. Class H
(Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt arid surfaced with
Tuscaloosa) ceramic granules complying with ASTM D 3462'
| '
Glass-Seal 12'1/4" x367. 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 0 3462.
Glass-Seal 124/4°x8i''. ASTM D715D. Class Hoa|f-uue|ing..3-tabasphalt shingle with fiberglass
(Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying ! !
with ASTM D34O2. Shingles shall be used in the non-HVHZ only.
only-
:. 13-1/4" x 3S'3@^. ASTM D 3161. Class F and ASTM� D 7158, Class H fiberglass
roin8onood, laminated architectural asphalt shingle surfaced with mineral granules
-Joplin;PhilliPobuqJ4 complying with ASTM D34n2.
Tusco0eoao)
Heritage@ Premium 13-1/4" x 39-80`. ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas,Frederick, nammnced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg& complying with ASTM D 3462. � |
Tuscaloosa)
Heritage®Premium 12^ x36". 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.
He,itmge@Vlntoge® 174/2"x4D^.ASTM D31O1. Class Fand ASTM DT158/ Class H fiberglass reinforced
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral �anu|on complying with
Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas&Frderick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Hmritmge@ Woodga$a 12" x 36-3/8", ASTM D 3161. Class F fiberglass reinforced, laminated architectural
(Frederick) complyingasphalt shingle surfaced with mineral Qnsnu/esv��hAGTK0DShingles
3462.
shall beused��enonH\nHZonly.
FV and Ridge Shingles 124/4° x 12°, ASTM D 3161, Class F ' reinforced, and ridge asphalt
(Frederick��mpVn} shingleNng|eauh�ced��hminom|�on�oncnmp|y)complying
Vintage®Hip and Ridge 12^ x12^. ASTM D51G1. Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM 0 3462.
TBP15001.4 FL18355-p4 zm11
This evaluationThemanufacturershall Page
Technical Service 'LLC of~'y''""=^"a' is valid. '
n�vovam^uon�no�u�mnmmmmoxnm6n»�wanan�. mumu�wn.m�m`mendeu use,or other
product '--� o�m�
opeomva�aud�vv=uhomm. - ----that
(
T���oao|umwopRODU�7�
CREEK
Asphalt
TECHNICAL SERVICES, LLC
INSTALLATION | '
Elite Glass-Seal® Basic Wind Speed(V1): Mex. 1g4mph(Frederick,
� .
oplin& Basic Wind Speed(Vaso): Max. 150 mph
Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
& Solidly sheathed mm . 19/32 in. plywood or wood plank for
Glass-Seal new construction; Min. 15/32 in. plywood existing
(Frederick, Joplin(Non- construction.
HVHZ)&TuscaloosaDeck(Non-HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 15/32in. plywood ormmodp|ankhur
new constwction Miri.7/16 in.OSB existing construction.
VndadeymanL: In accordance with FBC requirements.
Min.slope: �12 and in accordance with FBC requirerñerits. Refer to / |
the manufacturer's application instructions when installing
shingles at sloa greater than 2112
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 ^0 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 h ||beo#acheduoingeithor^4Nai| i
Pattern"or"6 Nail Pattern"detailed below.
NAILS
-41411.11111111111:
-
6-7V8^
Area
I I
5.1/8"
^` i
Butt Edge
-
Figwnat Elite Glass-Seal&Glass-Seal
4Nail Pattern (Hqn'HVHZonly)
NAILS
_ ^-
������~~�� 6~7/8"
Area
- -- ----� ° -- -� �� -
I I5~103"
Butt Edge
Figure 2. Elite Glass-Sea &Glass-Seal
6 Nail Pattern
TBP15001.4 FL18355-R4 Page nm11
This evaluation report is provided for State CREEK
Technical Services, LLC of any product changes ich this report is valid.
This evaluation report does not express nor imply warranty, installation,recommended use, mrother product atm � mmm
attributes
opnomoaoyauumvvwuxo�m. '
CREEK TAMKO BUILDING PRODUU
Asphalt Shingles
A TECHNICAL SERVICES, LLC
Heritage® Basic Wind Speed(V0): Max. 194 mph
(Dallas, Frederick,Joplin, Basic Wind Speed lv
asci; Max. 150 mph
Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
Heritage®Premium new construction; Min. 15/32 in. plywood existing
(Dallas, Frederick construction.
Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements;
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 at slopes greater than 21:12.
Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ): Installed with 5-5/8 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
JCOMMON
BOND
6-1M" EXPOSURE 5-5/8"
I • 1
1E41 141— 12-1/2"÷ 12-318" --1+1-- 12-112'--.j 1*-1"
Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
/BC0ONMDMON
6-1/8" \ \ EXPOSURE 5-5/8"
1141 141-7-1/21+141--7-1/2"-+- 7-3/81414-71/2"-P4-7I/2"4l 11—in
Figure 4. Heritage®&Heritage®Premium
6 Nail Pattern
TBP16001.4 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 TAMKO BUILDING PRODUCTS
Asphalt Shingles 1
,', .'' TECHNICAL SERVICES, LLC
NAIL ZONE/
je - ASTENERSie $ COMMON BOND---cNC \ A/
• ...si • it ,
6-1/8"7 FEXPOS /8"
1 \ I uRTE 55
a , ,
114 14-7-1/2'44-7-1/24-7-3/8414-7-1/2+7-1,241 14-1" !
Figure 5. Heritage®Woodgate
6 Nail Pattern
1
1.14 1 2-1 le---).-1 I. 12-1/2" >111114-
I 1 1 1 i i r
1 i C] Common Bond
i
4 i 1 s
FASTENERS
F_.? _ .'".10,-:-AW3b.\. . ...,MAWKX ..N,•14.• +."k\NAe•MI' .... —
\ \ i \
--w
u?a
6
to x
1—
• ( 39-3/8" ). 1
Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate Alternate 6 Nail Pattern
PAINT
LINE,.• .,_.
A
7-7/8" A PEMEID-NAIL ZONE
1 ..-.4.74
6-118; 11111 1111411111
S. -EDGE OF
COMMON
BOND
EXPOSURE
5-5/8"'
AIIIIIIIIIIIIIIkk'k ACCEPTABLE
PFASTENER LOCATION
' DO NOT FASTEN
ALONGED GE OF
COMMON BOND
• NOW
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 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.
...N, . TAMKO BUILDING PRODUCTS
,Asphalt Shingles
o• ,. TECHNICAL 1.—,3 ESERVICES,LLC ,
Heritage®Premium Basic Wind Speed(Vg,): Max. 194 mph
(Frederick) 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;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. . 1 ,
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'4 Nail
Pattern"or'6 Nail Pattern"detailed below.
NAIL ZONE/
FASTENERS /COMMON BOND
-.-. ............ ....... imr .. .m.im• ...
51/2"I a 111EXPOSURE 5"
1"-bi 141- 11" "
--+14--- 12' 11 ii____01 1,4_1 II
Figure 8. Heritage®Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
iT
51/2" SURE 5"
\ I r EXPOSURE
1„_., ,.._91/2,...3., 9"__,...,4_91/2, 1._,"
Figure 9. Heritage®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 BUIL
CREEK DING PRODUCTSAsphalt Shingles '
TECHNICAL SERVICES, LLC
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;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction;Min.7/16 in.OSB existing construction.
Underlayment: In accordance with.FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either"4 Nail
Pattern"or"6 Nail Pattern"detailed below.
NAIL ZONE/
JFASTENERS COMMON BOND
r �—5-1/2" EXPOSURE 5'
1'=41 11" J.-12-3/81- j 11" —01 —1",
Figure 10. Heritage®Woodgate(Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS /COMMON BOND
t � I
5-112' EXPOBURE 5"
11
1 9-1/2"—11,144101411-9-3/141-41-3 "1, 9.112"—►I 141-1"
Figure 11. Heritage®Woodgate(Frederick)
6 Nail Pattern
TBP15001.4 FL18355-R4 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid.
This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not
specifically addressed herein.
'--
�
�~�0�� ��0�"�N� TAmKOauoo
. n��0����"0�°m�� Asphalt Shingles / .
' ' TECHNICAL SERVICES, LLC
Heritage®Vintage® Basic Wind Speed Max 194 mph .
(Phillipsburg) Basic Wind Speed 0��)� Max 150 mph
Deck(HVHZ): In accordance with FBC requirements:
/
Solidly sheathed mm . 19/32in. '' woodplywood or for
| new construction; Min. in. plywood existing .
construction.
Deok(Non'HVH3)�� In accordance with FBC requirements:
. �
Solidly sheathed min` 15/32 inr wood plank for i
new construction; Mm .7116 in.OSB existing cànstruction, '
Underlayment: In ccordwith FBC requirements.
Min.slope: 2:12 and in accordance with FBC requirements. Refer to |
the hy ' application '
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 ^G Nail Pattern" detailed '
below.
. Installation (Non-HVHZ): Installed with5 in. exposure iaccordance with FBC
requirements and manufacturer's published installation 1
' instructions. Shingles shall be attached using either"5 Nail
|
Pattern"or 6 Nail Pattern"detailed below.
|
! |
° wr
�
-
� l m~"
` I ��: " | ="
__
4"1- Nail
00101 ore
i �
�
-ifosuri-~ j
i•I mr Is
n= I.••• ^� + m=
'~ ^ ` |
[4---m*°--Id 1.1---ia*kr--1.1
ure 12. Heritage®Vintage® i
5 Nail Pattern (flon-HVHZ only)
" wr =�=r
~ - | Notch� ow.. ~ |0
" ��
T
6- ' A v
z.n.
17.1a.
r
. ��� ����� ���N=p"=°
. * r
~~~ p�r —° mr �� °, "?air "|' ,�r '
`/«r I. .
� *vr 11 | �--��-�� i
16-1$4' � ° .w� �
' Figure 13. Heritage®VimtaWem ,
6 Nail Pattern
,
TaP15001.4 Fu8355-n* Page 8 of 11
This evaluatiois The manufacturer shall notify CREEK
Technical Services LLC of any product changesquality assurancecm ge§throughout the throughout the duration for which this report is valid.
This does nmmmnmxnor imply warranty,installation, recommended uve.v,omwrpmuv�o«nuumsmoxare not
op=um000yaounameu*uo/o. i
' '
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
Hip&Ridge Basic Wind Speed(V,,,,): Max. 194 mph
(Frederick&Joplin) 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.
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 5-1/8 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
Start 5-1/8" exposure
here 1-1
t
�
m „yy
lelova
Start
Figure 1 here 15-/8„exposure
1" 1,.
6\0,A!!\ Scji
Fastener Fastener
5-5/8
�' -5-5/8"
Figure 2 1`4J Figure 3
Figure 14. Hip&Ridge(Frederick&Joplin)
TBP15001.4 FL18355-R4 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not
specifically addressed herein.
CREEK • TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES,LLC
Vintage®Hip&Ridge Basic Wind Speed(Vdt): Max. 194 mph
(Phillipsburg) 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. 15/32 in. plywood or wood plank for
new construction; Min.7/16 in.OSB existing construction.
Underlayment: In accordance with FBC requireinents.
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
1-
Start 5" exposure
here—
/Ill
ate.41L,10—
MIAILI1111111
0....p,Iketrow,44414
I ej IN D
'Nov
4100,10141
Start 4114,,,-,
\loom \
here
5" exposure
Figure 1
1"
1"
\ 4.*:.%1) Fastener
LA Fastener
r \
Figure 2 1/4" Figure 3
Figure 15. Vintage®Hip&Ridge(Phillipsburg)
TBP15001.4 FL18355-R4 Page 10 of 111
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
CREEK
TAMKO BUILDING PRODUCTS
Asphalt Shingles
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) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less.
5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
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 61G20-3.
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.
,00‘111111/1
0% R 41
%s._,it,i; • ee,
,•• .....* • T/A. • 2017.09.25
No 74021 *.
11 .3141
- •
cc 04'00
.• STATE OF :IV:
•: —4
0 Zachary R. Priest, P.E.
‹k\c-t.".•. R v..• c.;\
k,)- ........ Florida Registration No.74021
'tfl`)/0 N AI, 00% Organization No.ANE11669
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing 1
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 FL.18355-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 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.