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HomeMy WebLinkAboutDPBR1P1,11202.1 t'lorida Building Gode Online
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Product Approval ��y,
J 1; ( £s :r�us�a 1ni;ucuecr REVIE EV FOH
P.._SttL"•rt?I?fk���il?t1i!iU�lti?Jilr-.r-31igG��tl.l._.1.:.*t?1>.nLklr+.:ItLCODECOMPLIANCE
ST. LUCIE COUNTY
Ailpllcation Ty1)e Revision. �
Cade Version 2Q2C kbocc lo`I 1 7v'
Application Status Approver!
'Approved by OBPIl. Approvals by DBI'R shall be reviewad and ratified by
the POC anti/or the Commission it necessary.
Comments
Archived
Product ldanufarlure:r TAMKO Building Products I.1.0
Acid ress/phnnc/Email PO Box 97
Galena, I(S:06739
(r117) t 24•66411 Ext 2305
kerri—eden@tarnko.com
Authorized Sigiia(ur: Kerei Edell
kerri_edon(nst amkoxom
Technical Rapresenrative Kerri Eden .
Address/Phone/Email PO Box 1,104
Joplin, 1,10 641102
(417) 624-6644 Ext,2305
kerri_eden kamkn,cnm
Quality Assurance Repm.sentgIve
Adilre56/Pho11e/!:mail
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity Ul. 11C
Quality.Assurancle Entity Ul.1.l.0
Quality Aa6uranre Contract Expiration Date: 11%1812021
Validated Ily Robert Nieininen, PE, NEMO ETC,, I.I.0
Validation Checklist - Harcicapy Received
Cc rtificate of indep elldeni:e WAD 55-_I?fl.-LQ- <f6_. 31RA!lii[i)i L� UI�r:Ss C_nnllRrr - F3rirpantfr ryrce RQj
Referenced staiward and Year (of Standard) standard Ytar
ASTM D3161 2016
ASTM 03402 2010
ASTIAD D7ISO 2019
s.
E(lun+alenrc of Proclur:t'Stantiards
Certified By
sections from the code
ht113s;Ih;,Flvw.iinrirlabuiiding,orrj/pr/pr_app_rJtl.r�si.�x?ptlPorn=wtdt;VXQw;1)quvosrEla�GX04f1143MP1'3uUfl</1ol<yiRzpl•15w7f]kkul<oJ51 Q`%n3d%3r1 1f2
1/14/2021
Product Approval Method
Date Submitted
Date,Valldated
Date Pending FBC Approval
Date Approved
Summary of Products
Florida Building Code Online
Method I. Option C
11/20/2020
11/23/2020
11/24/2020
FL #
M
10,61, Number or Name
Description
183SS.1
T
KO Asphalt Shingles
ASTM D3462 asphalt shingles and hip and ridge shingles
Limits of use
I
Installation Instructions
Approved for use in HVH
1
0
Approved for use outsid
VHZ- Yes
Verified By: UL LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressures N/A
I
Evaluation Reports
Other: See evaluation repot
for
limits of use.
FLIS355 R6 AE 2020 11 18 TAMKO UL ER2919-01.09
Iladr :Jnxl
The State of Fiends Is an
Cwtact U :: 2601 alatr StoneAoad.Tallahassee FL 32392 Phone: BSO.487-IM
amployeR SQppd9ht 20e •2013S ate of Piorlda.:: Privacy Statement n Accessibility -Statement :: Refund Statement
Under Ptarlda law, small addresses
mall to this entity. Instead, contact tl
uhltc recer4s. if you do not want your e-mail address re ad In response to a public -records request, do not send electronic
16 Office by phone or by tradlUarral mall. If you have any questions, please contact 050.467.139S. -Pursuant to Section 455.275(1),
Florida statutes, effective October 1
2Q 2, Ownseas 0ransed under Chapter 455, P.S. must provide the Department; with an smell address If they have one. The cmalis
provided may be used for aflldaI co
pmvlde the Department with an a
�inleetion with the OMAN& however small Addressee era public record. It you do not with to supply a personal address, please
ddress which ran tie made amiable to me public. Tb determine U you are a licensee under Chapter 45S, F.S. please dick b01f1-.
Product Approval Accepter
®=151rm
Credit Card
Safe
h11pa://www.fforidebuildino.orWor/Dr epp_dO.a8DIt7Diiii6= OEVXQvADauvosrHozGXQW83MPT3uofKAOKVIAzaH6w7DkXuKoJ61Q%3d%3d 212
UL Evaluation Report
UL ER2919-01
Issued: May 21,'2013
Revised: November 1.8, 2020
Visit UL, LLC's Product IQTm database,for the status. of;thi
UL Category.Code: ULEZ
CSi MasterFormat@
DIVISION:
07 00 00 —THERMAL AND MOISTURE
Sub -level 2:
07'30 00 — Steep Slope,Roofing
Sub=level 3'
07 31 00 — Shingles and Shakes
Sub -level 4:
07 31 13 - Asphalt Shingles
COMPANY:
TAMKO BUILDING PRODUCTS LLC
198 FOUR STATES DRIVE
GALENA, KANSAS 66739
(4117) 624-6644 .
ww.w:tamko.com
1. SUBJECT: AsphaW Shingles
ELITE GLASS=SEAL,
HERITAGE, HERITAGE IR, HERITAGE PREMIUM, HERITAGE WOODGATE, HERITAGE VINTAGE,
AND HERITAGE PROLINE TITAN XT
HERITAGE VINTAGE12 X 12 HIP AND RIDGE,12=/o X 12 HIP AND RIDGE;_AND 12?/4 X 12 HERITAGE
HIP'AND RIDGE IR.
HERITAGE VINTAGE STARTER
2: SCOPE OF EVALUATION
■ 2018, 2015, 2012, and 2009 It ternational Building Code.® (IBC)
■ 2018; 2015; 2012, and 2o09_Iritemational.Residential Code Q'(IRC)
• 2020 Florida Building Code — Building
it 2020 Florida Building Code — Residential
0 ICC ES Acceptance. Criteria for Quality Documentation (AC10)
M]
The products were
In Exterior Fire Exposure
■ Wind Resistance (AST
■ Physical Properties (A.
■ Impact Resistance (AI`
3.REFERENCED
■ UL790 (ASTM El08), Si
■ UL 2218, Standard Test
■ ASTM D3161, Standard'
■ ASTM D7158, Standard
Resistance Method)
■ ASTM D3462, Standard
Mineral Granules
■ UL Subject 2375 Issue t
Tests)
■ ICC-ES Acceptance Criti
4. USES
TAMKO asphalt shingles are
5. PRODUCT DESCRIPTIOf
TAMKO asphalt shingles are
as described in this report.
shingles.
Fire Classification: TAMK(
classification Class A in acco
(ASTM E108) qualify for usi
Section R902.1 of the IRC ar
Wind Resistance: TAMKO
resistance in accordance will
the following properties:
IUL790, ASTM E108)
61; ASTM D7158
2218)
3rd Test Methods for Fire Tests of Roof Coverings
hods for Impact Resistance of Prepared Roof Covering Materials
Method for Wind -Resistance of Asphalt Shingles (Fan -Induced Method)
t Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift
for Asphalt Shingles Made from Glass Felt and Surfaced with
2, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind
for Quality Documentation (AC10)
as roof coverings for new and existing roofs.
covering materials complying with the following properties when installed
a products are three -tab shingles, laminated shingles and hip & ridge
salt shingles covered under this Report have been tested for fire
with UL 790 (ASTM E108). Shingles tested in accordance with UL790
Section 1505.1 of the 2020 Florida Building Code - Building, IBC,
Florida Building Code - Residential.
shingles covered under this Report have been tested for wind
D3161 or ASTM D7158.
Shingles tested in accordancrinllq
ith ASTM D3161 are classified as Class F and qualify for use under the
exception to Section 1504.1.1the 2018 and 2015 IBC and Section 1507.2.7.1 of the 2012 and 2009 IBC
and 2020 Florida Building C-Building, the exception to Section R905.2.4.1 of the IRC, and Section
R905.2.4 of 2020 Florida Bull Code - Residential.
Shingles tested in accordance
as shown in Table 1507.2.7.
R905.2.4.1 of the 2012 and 21
where the maximum basic wir
7) and a maximum building 1
1507.2.6 of the 2018 IBC, 20:
and 2009 IBC, or Section R9(
Ih ASTM D7158 are classified as Class H and qualify for use in locations
the 2012, 2009 IBC and 2020 Florida Building Code - Building, Table
IRC, or Table R905.2.6.1 of the 2020 Florida Building Code - Residential,
peed is 150 mph (67 m/s) or less with exposure category of B or C (ASCE
ht of 60 feet (18.3 m). Installation must be in accordance with Section
'lodda Building Code - Building, and Section 1507.2.7 of the 2015, 2012,
of the IRC and 2020 Florida Building Code - Residential, as applicable.
Page 2 or 19
Physical Properties: TAMKO asphalt shingles covered under this Report have been tested for physical
properties in accordance with ASTM D3462. Shingles tested in accordance with ASTM D3462 qualify for
use under Section 1507.2.4 of the 2018 IBC, Section 1507.2.5 of the 2015, 2012, and 2009 IBC, Section
1507.2.5 of the 2020 Florida Building Code - Building, or Section R905.2.4 of the IRC and 2020 Florida
Building Code - Residential. When installed on new construction in accordance with this report and the
TAMKO Building Products LLC installation instructions, the shingles are a Class A roof covering. When
the shingles are installed over existing roof coverings, the Class A fire classification is maintained.
5.1 Three -Tab Shingles — Elite Glass -Seal:
Elite Glass -Seal shingles are three -tab shingles manufactured with a single fiberglass mat, coated
on both sides with asphalt, and surfaced on the weather -exposed side with mineral granules. The
shingles are self-sealing and have beads of thermal tab sealing adhesive above the shingle butt
on the weather side. See Table 2 for product dimensions and manufacturing locations.
5.2 Laminated Shingles— Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, Heritage
Vintage, and Heritage Proline Titan XT:
Heritage, Heritage IR, Heritage Premium, Heritage Woodgate, Heritage Vintage, and Heritage
Proline Titan XT shingles are laminated shingles manufactured with a double layer of fiberglass
mats coated with asphalt on all sides, and surfaced on the weather -exposed side with mineral
granules. See Table 3, Table 4, Table 5, Table 6, Table 7, Table 10, and Table 3 for product
dimensions and manufacturing locations.
5.3 Hip & Ridge Shingles —12'/4 X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge,
12'/+ X 12 Heritage Hip and Ridge IR:
Hip and Ridge are prefabricated hip and ridge shingles available as 12'% X 12 Hip and Ridge and
12-% x 12 Heritage Hip and Ridge IR. Heritage Vintage Hip and Ridge are prefabricated hip and
ridge shingles available as 12 X 12 Hip and Ridge. As an alternative, Elite Glass -Seal shingles are
cut into three 12-% inch by 12-inch (306 mm by 305 mm) hip and ridge shingles. See
Table 8, Table 9, and Table 11 for product dimensions and manufacturing locations.
6. INSTALLATION
TAMKO asphalt shingles must be installed in accordance with the applicable code, this report and the
manufacturer's published installation instructions. The shingles must be installed in accordance with
Section 1507.2 of the IBC and 2020 Florida Building Code - Building, or Section R905.2 of the IRC and
2020 Florida Building Code - Residential, as applicable, except as noted in this report.
The manufacturer's published installation instructions must be available at all times on the jobsite during
installation.
Minimum roof slopes must be 2:12 (16.67% slope) for the three -tab shingles described under 5.1 of this
Report and for the laminated shingles described under 5.2 of this Report.
Page 3 of 19
6.1
6.2
6.3
Underlayment and I
' �' Barriers:
For roof slopes 4:12
greater, the roof deck must be covered with a minimum of one layer of
underlayment as des
i ied in Sections 7.2 and 7.3 of this Report. Underlayment application
must be in accordanc
i, vith Table 1507.1.1 of the 2018 IBC, 2020 Florida Building Code -
Building, and Section
07.2.8 of the 2015, 2012, and 2009 IBC or Section R905.2.7 of the IRC
and Section 905.2.3
e 2020 Florida Building Code - Residential, as applicable.
For roof slopes 2:12
d up to but less than 4:12, two layers of the underlayment described in
of
Section 7.2 or one lay
the self -adhering polymer modified bitumen sheet in described in Section
7.3 of this Report ar
squired. Underlayment application must be in accordance with Section
1507.1.1 of the201813
3, 2020 Florida Building Code- Building, and Section 1507.2.8 of the 2015,
2012, and 2009 IBC,
Iction R905.1.1 of the IRC, and 2020 Florida Building Code - Residential,
as applicable.
In areas where there
as been a history of ice forming along the eaves, causing a backup of water,
an ice baffler must b
I i ovided in accordance with Section 1507.1.2 of the 2018 IBC and Section
1507.2.8.2 of the 20
d1 Florida Building Code - Building, 2015, 2012, and 2009 IBC or Section
R905.2.7 of the 2018
C, 2020 Florida Building Code- Residential, and Section R905.16.4.12015
IRC, and Section R9
6.7.1 of the 2012, and 2009 IRC, as applicable.
Starter Shingle:
A starter course, as
ascribed in Section 7.4 of this Report, must be attached to the eave edge
using fasteners descr
6gad in Section 7.5 of this Report„ located 1 % to 3 inches (38.1 to 76.2 mm)
from the eave edge e
n' JJ spaced 1 inch (25.4 mm) and 12 inches (305 mm) from each end, for a
total of four fasteners
r er shingle. Starter strips must overhang the eave and rake edges'/ to %
inch (6.4 to 19.1 mm
I I' no drip edge flashing is present. If drip edge flashing is present, install
shingles even with th
t rip edge or overhang the drip edge up to % inch.
Asphalt Shingles:
The first course of fiel
hingles must be Installed over the starter course described in Section 7.4
of this Report.
Shingles must be inst
i
I ed with vertical joints offset a minimum of 4 inches (102 mm) from adjacent
courses.
�'�
6.3.1 Three -Tab S
gles — Ellte Glass -Seal:
For roof slopes 2
III
2 up to but less than 21:12 (16.67% to 175% slope), each shingle must be
fastened to the rcol
ldeck using a minimum of four fasteners, spaced as shown in Table 2.
For roof slopes
tdual to or greater than 21:12 (175% slope), six fasteners must be used,
spaced as shown
fni Table 2.
Fasteners must t
'n a nail area between 5-5/e inches and 6-7/8 inches from the butt edge of
the shingle.
Maximum expos
a to the weather must be 5-% inches (130 mm).
In colder climate�or
wind regions where it is questionable whether the thermal -sealing
adhesive will acti
ate to seal the shingles, the shingles can be hand -sealed. A 1-in diameter
(25.4 mm) spot
Ilisphalt cement complying with ASTM D4586, Type I, Class I, should be
placed under the
orner of each tab (two spots per tab).
Page 4 of 19
6.3.2 Laminated Shingles - Heritage, Heritage IR, Heritage Premium, Heritage Woodgate,
and Heritage Proline XT:
For roof slopes 2:12 up to but less than 21:12 (16.67% to 175% slope), each shingle must be
fastened to the roof deck using a minimum of four fasteners, spaced as shown in Tables 3, 4,
5, 6,10, and 13.
For roof slopes equal to or greater than 21:12 (175% slope), six fasteners must be used,
spaced as shown in Tables 3, 5, 6,10, and Table 13.
Maximum exposure to the weather must be 5 e/s inches (143 mm).
In colder climates or wind regions where it is questionable whether the thermal -sealing
adhesive will activate to seal the shingles, the shingles can be hand -sealed. Four evenly
spaced 1-inch diameter (25.4 mm) spots of cement should be placed under the exposed portion
of the shingle, approximately 1 inch (76 mm) above the butt edge.
6.3.3 Laminated Shingles — Heritage Vintage:
For roof slopes 2:12 up to but less than 21:12 (16.67% to 175% slope), each shingle must be
fastened to the roof deck using a minimum of five fasteners, spaced as shown in Table 7.
For roof slopes equal to or greater than 21:12 (175% slope), nine fasteners must be used,
spaced as shown in Table 7.
Fasteners must be located 6 and 11-1/2 inches (152 and 292 mm) above the butt edge of the
shingles.
Maximum exposure to the weather must be 5 inches (127 mm).
In colder climates or wind regions where it is questionable whether the thermal -sealing
adhesive will activate to seal the shingles, the shingles must be hand -sealed. Four evenly
spaced 1-inch diameter (25.4 mm) spots of cement should be placed under the exposed portion
of the shingle, approximately 1 inch (127 mm) above the butt edge.
6.4 Valley Construction and Other Flashing:
Valleys must consist of woven, open valley or closed -cut construction and must be flashed in
accordance with Section 1507.2.8.2 of the 2018 IBC, and Section 1507.2.9.2 of the 2020 Florida
Building Code - Building, 2015, 2012, and 2009 IBC or Section R905.2.8.2 of the IRC and 2020
Florida Building Code - Residential. Other flashings must be in accordance with Sections 1503.2
and 1507.2.8 of 2020 Florida Building Code - Building, 2018 IBC, Section 1507.2.9 of the 2016,
2012, and 2009 IBC, or Section R903.2 and Section R905.2.8 of the IRC and 2020 Florida
Building Code - Residential, as applicable.
Page 5 of 19
6.5
6.6
i
Hip and Ridge Appli a ion:
Hip and ridge shingle � j ust be placed evenly over hips and ridges, and must be fastened to the
roof deck using two f s eners, one located on either side of the shingle, 5-1/2 inches (140 mm) or
5 e/ inches (143 mm) 11I m the exposed end, and 1 inch (25..4 mm) in from the' edge as shown in
Tables 8 and 9. Fast f rs must be a minimum'/ inch (6.4 min) longer than those used in the field
of the roof, as specifi 'n Section 7.5 of this report. The 12--% X 12 Hlp and Ridge and 12-% x 12
Heritage Hip and Rid 1IR prefabricated hip and ridge shingles must• be applied with a maximum
exposure of 5 '/e inch (130 mm). Heritage Vintage 12 X 12 Hip and Ridge prefabricated hip and
ridge shingles must b � pstalled with a maximum exposure of 5 inches.(127 mm). Hip and ridge
shingles are installed starting at the bottom of the hip or from the end of the ridge.'opposite the
direction of the prevai rjg wind.
Reroofing:
The existing asphalt s i gle roof covering must be inspected in accordance with the provisions and
limitations of Section 5J10 of the IBC, Section 15, of the 2020 Florida Building Code -Building,
Section R908.1 of th IRC, or Section 901.1 of the 2020 Florida Building Code - Residential, as
applicable. Prior tot �eroofing, hip and ridge coverings must.be removed.
Except as noted in th 'section, the shingles must be installed In. accordance with Section 6.3 and
6.5 of this•Report. F1, 'teners must be of sufficient.length• to penetrate % inch: (19.1; mm):into the
sheathing, or throug i e sheathing where the sheathing is less than % inch..(19.1 mm) thick.
Flashing and edging „st comply with Section 6.4 and with Sdction1611.6 :of the 2018 and. 2015
IBC and 2020 Florid .,wilding Code - Building, Section 1510.6 of the 2012i and '2009 IBC and
Section R908.6 of th ?�018 and 2015 IRC, 2020 Florida Building Code - Residbntial, and R907.6
of the 2012, and 200 IRC, as applicable.
7. INSTALLATION MA'
7.1
7.2
7.3
7.4
Sheathing:
The roof deck must be code -complying, minimum' %-inch thick (9.5 mm), exterior plywood
complying with DOC )S-1; rated sheathing complying with DOC PS-2; or soild sheathing using
minimum nominally 1 31 6 lumber.
Underlayment:
Under the IBC or IR ; underlayment mist comply with A`'.T::" C223,•,�.!�b ; !;r.�r.;r.'}y..n), ASTM
D4869, Type I (mini art) or ASTM D6757 as specified ;, 8ecdc-i .6�-1 i." she �:,10 Florida
Building Code - Build' , Section 1507.2.3 of the .PC car Saci?c.1 RSC5.1r: 6-f v"a rR„^,; and 202C
Florida Building Cod Residential.
Self -adhering Poly Modified Bitumen Sheet:
The self-adhering
poi er modified bitumen sheet must comply with ASTW. �', 9?0.
Starter Shingles:
iii
The starter course s i Igle consists of either TAMKO 1Q-;nch starter, TAMKO Shinf,le Starter,
TAMKO Perforated S er, or a self-sealing three -tab shingle. If self-sea:ing three -tab sh;nglevare
used, remove the exp 11 16d tab portion and install wi;n factory -applied sealant adjacent to the eaves.
Heritage Vintage req iIas a Heritage Vintage Starter snown in Table 12 is tb be ins,alied over the
starter course at the �1I�e edge.
Page 6 of 19
7.5 Fasteners: '
Fasteners must be minimum No. 12 gage [0.105 inch (2.7 mm)), %-inch diameter head (9.5 mm),
galvanized, stainless' steel; aluminum' or copper corrosion -resistance nails. Fasteners must be of
sufficient. length to .penetrate,into. the sheathing 3/4-inch (19.1 mm), or through the sheathing, where
the sheathing is less -than 314-inch, (1.9,1. mm) thick. Fasteners must be compliant with ASTM F1667.
7.6 Asphalt Cement:
Asphalt cement must comply with ASTM D4586, Type I, Class I.
8. CONDITIONS OF USE
The TAMKO Asphalt Shingles described in this Report comply with, or are suitable alternatives to, what is
specified in those codes listed in Section 2 of this Report, subject to the following conditions:
8.1 Materials and methods of .installation shall .comply with this Report and the manufacturer's
published installation instructions. In the event of a conflict between the installation instructions
and this Report,'this Report governs.
8.2 The products are manufactured at.the locations listed in Table 1 of this Report under the UL LLC
Classification and Follow -Up Service Program, which includes regular audits in accordance with
quality elements of ICC-ES Acceptance Criteria for Quality Documentation, AC10.
8.3 See UL Product iQTm database for Prepared Roof -Covering Materials (TFWZ).
9. SUPPORTING EVIDENCE
9.1 Manufacturer's descriptive product literature, including installation instructions.
9:2- See UL Product iQTM database for the following:
9.2.1 'UL test reports and Classification in accordance with ANSI/UL 790, Class A and UL
Subject 2375 for Roof -Covering Materials (TFWZ1.
9.2.2 UL test reports and Classification in accordance with ASTM D3462 for Prepared Roof -
Covering Materials (TFWZ).
9.2:3 : ULtest reports and'Classification in accordance with ASTM D7158, Class H for Prepared
Roof -Covering Materials T( GAH). .
9.2.4 UL test reports and Classification in accordance with ASTM D3161, Class F Prepared
Roof -Covering Materials (TFWZ.
)
9.3 Quality Documentation in accordance with ICC-ES Acceptance Criteria for Quality Documentation,
AC10.
10. IDENTIFICATION
TAMKO asphalt shingles. described in this.Evaluation Report are identified by a marking on each package
bearing the report holder's name (TAMKO Building Products LLC), the plant identification, the product
name, the UL Listing/Classification Mark and the evaluation report number UL ER2919-01. The validity of
this Evaluation Report is contingent upon this identification appearing on the package.
Page 7 of 19
11. USE OF UL EVALUATIOI
11.1 The approval of buildii
authorities having juri
11.2 UL Evaluation Report
material or system by
11.3 The status of this rep
at UL.com via the Pro
lucts, materials or systems is under the responsibility of the applicable
n.
not be used in any manner,that implies an endorsement of the product,
as well as a complete directory of LIL Evaluation Reports may be found
r tnTM rinFonnan
Ttshlm 4 —Mani And-ti i rinn i nra+inne
LISTEE
LOCATION
FACTORY ID
TAMKO BUILDING PROD
0,, TS LLC
7910 S CENTRAL EXPY
D
DALLAS TX 75216
TAMKO BUILDING PROD
TS LLC
4500 TAMKO DR FREDERICK MD 21704
F
TAMKO BUILDING PROD
LLI
IGTS LLC
601 N HIGH ST
J
JOPLIN MO 64801
TAMKO BUILDING PROD
IFTS LLC
1598 HWY 183
P
pHILLIPSBURG KS 67661
XICTS
KAUL INDUSTRIAL PARK
TAMKO BUILDING PROD
LLC
2300 35TH ST
T
TUSCALOOSA AL 35401
Page A of It,
Table 2 — Elite Glass -Seal
Dimensions: 12-'/.," x 36"
------------------- ---r----------------------------------------------------------------------------------------
Plant Location(s): Frederick, Joplin
--------------------------------------------------------------------------------
------ - • ------ -------------
For slopes 2:12 up to but less than 21:12
NAILS
;
i
Fastening Pattern: Nailing --..._.._. _.. - - - - - &7/8"
_..
Area- - -._...-------._......................_..._......_. _.._..._........_...._ _...
Butt Edge
........................ -----------------------------------------------------------------------------------------
For slopes equal to or greater than 21:12
;
NAILS
_lit lit
Fastening Pattern: ; Nailing - 6-7/8"
................. -
' Area r----•--..._.._.............._.........................._...o..........._._._._..........--•--..
5.5/8"
Butt Edge
Page 9 of 19
l I I axle J— nerIU e
Dimensions: 13-Y4" x 38-3/e"
------------------------►------------------------------------------------------------------- ------ - --
Plant Location(s): Dallas, Frederick, Joplin, Phillipsburg
------------------------------- ------------------------------------------------------------------------------
For slopes 2:12 up to but less than 21:12
NAIL ZONE
FASTENERS COMMON BOND
Fastening Pattern:
6-1/8 EXPOSURE 5-518"
12-1 /2"—+-12-3/8" —►�— ,11-i /1"—►� �1 "
------------------------I------ - - - -------opes-------equal---- -to-:or---greater ---- ---than- ---2----1:12 -----------------------
For sl
NAIL ZONE
FASTENERS COMMON 130ND
Fastening Pattern: ;
6-1/8 EXPOSURE 5-518"
1 " h-7-112"-►h- 7-1/Z". -►�- 7-3/8 � 7.1I2"-►}h7-112'`� h-1 "
Page *10 01,I9
Table 4 — Heritage
Dimensions:
13'h" x 39-3/a'
---------------------------------
----------------------------------------------------------------------------
Plant Location(s):
Tuscaloosa
For slopes 2:12 up to but less than 21:12
1 "-►� f -E— 12-1/2"—-12-3/B° ---►�— 12.1/2" —►I �-1
PAINT PREFERRED FASTENER LOCATIONS
LINES
7-7/8" NAIL ZONE
Fastening Pattern:
e F�pQ��EE
B-1/8" OF
GUMM
BOND
e
EXPOSURE
' ACCEPTABLE 6-b/8"
FASTENER LOCATION
No
/ COMMONDB�ND
PREFERRED
' LOCATION
------------------------
---------------------- ------------------------------------=-----------------------------
For slopes equal to or greater than 21:12
NAIL ZONE
COMMON BOND
FASTENERS
Fastening Pattern:
e
FEXPOSURE5-5/8*
1 'I �-7-1/2'-►�1-7-1/2"-�-7-3/a"-�-7-1/2"-�-7-112"� h-1M
Page 11 of 19
Dimensions:
------------------------ ►------
Plant Location(s):
------------------------------
r
Fastening Pattern:
6-1/E
1=
Table 5 — Heritane Premium
13-%" x, 39-3W
----------------------------------------------------------- ------------------
Phillipsburg, Frederick
---- ------- ------ ---- --=-- ---------------------------
For slopes 2:12 up to but less than 21:_12
NAIL ZONE
FASTENERS COMMON BOND
POSURE 5-5/8"
�+— 12-1 /2"—+-12-3/8" 12-1 /2"-� h-1 "
For slopes equal to or greater than 21:12
Fastening Pattern: II
6'1 j -EXPOSURE 5-51W
1" f �f T-1/2'�►�+-T-112"-R - 7-3/8"-rji-T-til2 1►�4 7.AI2:''-
Tahln R — Haritann Wnnrinntn
Dimensions: 13 Y." x 39-3te"
------------------------ ---- ------------------------------------------------------------------------------
Piant Location(s): Dallas, Frederick
For slopes 2:12 up to but less than 21:12
Oil. ZONE!
FASTENERS
-- w iV!tai3lV )30ND
Fastening Pattern:
6.1! EXPOSURE 8-518" ' _
II �,
'��I' oF--12-1/2'12 3/81'—�a-12-1/2"--�--1°
------------------------i---...:..-...P--.....--------9- ... -- --
For slopes equal to or reater than 21:1.2
NAIL ZONE/
ASiENERS.-r—f— COMMON BOND
Fastening Pattern: t e�
�IJ POSURE 5 Sr
1" i"�1!2":ra��.4-T-iPr-o s T-aka°-i�aa-7/24-7-a/2=�a� ••'�
Table.7 — Heritaoe Vintane
Dimensions: 17-16" x 40"
Plant Location(s): Phillipsburg
......................... ------------------------------------------------------------- ------------ - ----- -
For slopes 2:12 up to but less than 21:12 -
40'
8 ur�maw y Exposure
= lbxam x / Notch
Tj
Fasteners Nall
Zone
Fastening Pattern: ' — — — �~ — — — y♦ 171�2,
ts.
• Exposure
. i �S+I; 1' r--r9•IfJ'-r 9.17J--��•--9�1i4'
i
For slopes equal to or greater than 21:12
Alignment
Notches .
6 Fasteners
�- --�. Nall
Zone
Fastening Pattern:
T
6' Exposure
Apply under each tab I' diameter asphalt adhesive cement.
Page 113 of 19
i
Ta le 8 — Heritage Vintaae 12 X 12 Hia and Ridae
Dimensions:
c
12" x 12"
Plant Location(s):
-----------------------------
Phimpsk urg
---------------------------------------------------------- .------------
'
Nails
Fastening Pattern:
-• y' .-
i
J 1ir1
1 Exposure
t'Ljd i�r Af('t :r
r•
' « ,
Table 9—12-1/. X 12 HID and Ma le
Dimensions: 12 Y4" x 12"
----------------------------------------------------------------------------------------------------------------
Plant Location(s):. ; Frederick, Joplin
----------------------------------------------------------- ------------------------------------------------
f
Nails
121W w
IFastening Pattern:I in. 1 in.
5 1/B° 5 5/8"
Exposure
e
i
120
i
e '
i
Page 15 of 19
Table 10 Heritaue IR
Dimensions: 13-%4" x 3931a
Plant Locatlon(s): Joplin, Philipsburg
_______
For slopes 2:12 up to but less than 21:12
NAIL ZONE
�FASTENERS1 COMMON SOND
Fastening Pattern:
EXPOSURE 5.5/8"
12-1/2" —*�— 12-3/8"— 12-1/2"—►I
- -- ------ - ------
-------------
-------------------------
----------------------------- -
� For slopes equal to--or--greater than21:12
NAIL ZONE
FASTENERS COMMON BOND
Fastening Pattern:
,
6-1A SURE 5-516"
;
;
1" It-T-1/2"�-7-1/2"-�- T-3/8"-►�1�-7-1/2"-►�-T-112'`�� �--1'�
Page 16 of 19
Table 11 Heritage Hip and Ridne IR
Dimensions: 12-y-" x 12"
e
------------------------------------------------------- . -----------------------------------------------------
Plant Location(s): Joplin
----------------------- ----------- --------------------------------------------------------------------------
e
e
e
i
e
e
e
e
i
i
/r Na311s
Fastening Pattern: 12-Y w e
t
5 1/8"
Exposure
t
°
° 12°e
e •
Table 12 Heritage Vintage Starter
Page 17 of 19
TV, 1
I"
I
I
Dimensions: 13-M" x 39-3/0"
--- - - - - - -- -- - - - - -- _ - - -- --- - - - - -- - - - -- - ----
Plant Location(s): Philipsburg and Frederick
For slopes .212 up to but less.fhan 21:12
Preferred Ftlstener Lacallotis
,
, F
D•-riad Zone
Fastening Pattern: ; +
� EEEtz � � �• ' ^ �' x V
Acrr fihhh rt,tr±nerLeCAiian
s - °ffmfer ed Fastoper Lot A uii
i
-________.________________-------
_ -___ _--_:-__ ______ __--_ _
- For slopes egtaal to or greater than 21:12
Iqr-
-- s•a�a°--�..; .,.._7-sus°--�~ ;--- t�.at�°-=--I
,
f2equ'srr.�d F f ,tenor Locations,'
I
\N31nt Lim r, ,
Fastening Pattern:
�,.
i z c
" ,Requirrtd Fastener Locai,on
Page 18 of 19
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,i
This'LIL Evaluation Report k re: a:- �,rdcrsement or recommendation for use of the subject and/or product
described h©ret►.: Fhls rgpori rs :ot che U, '`L►sting or UL Classification Report that covers the subject
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Internationp+ Lr r�r^'r r r.�. ;roperal!o,,` ILACj Muttiai Recognition Arrangement (MRA). The
7, ^ `' sFsciflc type of testing covered in the test report.
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Page 19 of 19 ..