HomeMy WebLinkAboutHERITAGE SHINGLE ver 2020, mw w�.
ProfessionalI,
n i
ys� MSHoHHoomes LgN user SaIlardam 'I per ,be I
nda
d r k tl MER:Public uR Appirsaval
soem¢seRn.ye I seam. emu HUbusekry ®
t Ounters.. I letters HaP unle seamn I
>me n < unesel Jt¢pg a o,aayrii II •tc_ bn eee_>
Epol ra an Lzt> AppaeNon peGll
FL It
FL38355-R6
Applicatlon Type
Revision
Code Version
2020
APPOESA on Status
APPmved
*APPmved by DBPR. Approvals by DBPR shall be reviewed
and rats by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
TAMKO Building Products LLC
Address/Phane/Emall
PO Box 92
Galena, KS 66739
(412) 624-6fi44 Eel
kerri_edendatamko.com
Authorized Signature
Keml Eden
kerrl_eden®tamko.com
Technical Representative
Kerrl Etlen
Address/Phone/Email
PO Box 1404
Joplin, MO 64802
(417) 624-6fi44 Ext2305
kemi_edenII)tamko.com
Quality Assurance Representative
Address/phone/Email
Calory
Roofing
Subcategory
Asphalt Shingles
Compliance Method
Evaluation Report from a Pmduct Evaluation Entity
Evaluatlon Entity
BL LLC
Quality Assuance Entity
OL LLC
Quality Assuance Contract Explratian Data
11/13/2021
Validated By
Robert Nieminen, PE, MEMO ETC, LLC
Validation Checklist - Hard., Recelved
Cartl6cate of Independence
ELIQ355 R6 COI UL S
halard= If apium.se Cthida',�
g
Referenced Standard and Year (of Standard)
Standard!
ASTM D3161
21
201
ASTM D3462
2030
ASTMD D7158
2019
Equivalence of Product Standard.
Certified By
Sections from the Code
ProduRApproval Method Method 1 Option C
Date Submitted 11/20/202D
Date Validated 11./23/2020
Date Pending FBC Approval
Data Approved 11/24/2020
PL at` Modell, Number or Name
Description
18355.1 TA MKO Mph It 5hingles ASiiq D3462 asphalt shinghs and hip and
LIMRAPPar at Osa Iuahlladon Instruetlom
Approved for use In HVHoutside
NO F 18 R6 II 20 0 11 18 T •KD Andamet tl for use outsitle HVHZ: Y. Verified By: UL LLC
Impact Resistant N/A
Design Pressure: N/A Created by Independent Third Parry:
kveluatlon Repents
Other. See evaluation report for fiesta, of use. FI 1.11c ad .e In— .. ... _.
® xae
pia he: modande, It ,e_Pnane: as�Y-^�
The Same of force Is an Wdb, siploya[ Gwn M1f ae. of Mords :: pr vew— element_:: MaWGNSoutheast_:: Refund Sediment
nds
its ant kwp email aYEres45 are publlt —me or you ie not mom you1—do address no eNeE In his mans. to a WbllpreroM
M1Isenptp Iralead, eedR the 12, byphone a(by un clonal mall. l!obescoined srepuch do not sand Ne
>redre9 eaaLve O[Wbu 1 ]AII G[enseM tensed under CM1aphMss� F.S. mYtt provide oa p CepaRmebf with aBSOo ema1 addrea f ant b S .m pss
d May be used for oMtlal communlespon Win tin: houses. However 455,emaaddreRb srede sys ethic rests. If You do an.—Ifhade: wish a supply Bey he -one. Tn
the OeWtinen[ with an email atldrm which wn be made available to the puthe m deumim If yw are a II¢nxe Yntlu Chapter i55ES., Pro se ary
YmduR boomed A[mpe:
®go®El®
Sf:CW It\'MkTRICS'
UL Evaluation Report
UL ER2919-01
Issued: May 21, 2013
Revised: November 18, 2020
Visit UL, LLC's Product IQ, database for the status of this
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: 0731 00 — Shingles and Shakes
Sublevel 4: 07 31 13 — Asphalt Shingles
COMPANY:
TAMKO BUILDING PRODUCTS LLC
198 FOUR STATES DRIVE
GALENA, KANSAS 66739
(417)624-6644
w .tamko.00m
1. SUBJECT: Asphalt Shingles
ELITE GLASS -SEAL,
HERITAGE, HERITAGE IR, HERITAGE PREMIUM, HERITAGE WOODGATE, HERITAGE VINTAGE,
AND HERITAGE PROLINE TITAN XT
HERITAGE VINTAGE 12 X 12 HIP AND RIDGE, 12-'/. X 12 HIP AND RIDGE, AND 121/. X 12 HERITAGE
HIP AND RIDGE IR
HERITAGE VINTAGE STARTER
2. SCOPE OF EVALUATION
■ 2018, 2015, 2012, and 2009 International Building Code ® (IBC)
■ 2018, 2015, 2012, and 2009 International Residential Code ® (IRC)
■ 2020 Florida Building Code — Building
■ 2020 Florida Building Code— Residential
0 ICC ES Acceptance Criteria for quality Documentation (AC10)
The products were evaluated for the following properties:
■ Exterior Fire Exposure (ANSI/UL790, ASTM El08)
■ Wind Resistance (ASTM D3161; ASTM D7158
■ Physical Properties (ASTM D3462)
■ Impact Resistance (ANSI/UL 2218)
3. REFERENCED DOCUMENTS
IN UL790 (ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings
■ UL 2218 , Standard Test Methods for Impact Resistance of Prepared Roof Covering Materials
■ ASTM D3161, Standard Test Method for Wind -Resistance of Asphalt Shingles (Fan -Induced Method)
■ ASTM D7158, Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method)
■ ASTM D3462, Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with
Mineral Granules
■ UL Subject 2375 Issue No. 2, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind
Tests)
IN ICC-ES Acceptance Criteria for Quality Documentation (AC10)
4. USES
TAMKO asphalt shingles are used as roof coverings for new and existing roofs.
5. PRODUCT DESCRIPTION
TAMKO asphalt shingles are roof covering materials complying with the following properties when installed
as described in this report. The products are three -tab shingles, laminated shingles and hip &ridge
shingles.
Fire Classification: TAMKO asphalt shingles covered under this Report have been tested for fire
classification Class Ain accordance with UL790 (ASTM E108). Shingles tested in accordance with UL790
(ASTM E108) qualify for use under Section 1505.1 of the 2020 Florida Building Code - Building, IBC,
Section R902.1 of the IRC and 2020 Florida Building Code - Residential.
Wind Resistance: TAMKO asphalt shingles covered under this Report have been tested for wind
resistance in accordance with ASTM D3161 or ASTM D7158.
Shingles tested in accordance with ASTM D3161 are classified as Class F and qualify for use under the
exception to Section 1504.1.1 of the 2018 and 2015 IBC and Section 1507.2.7.1 of the 2012 and 2009 IBC
and 2020 Florida Building Code - Building, the exception to Section R905.2.4.1 of the IRC, and Section
R905.2.4 of 2020 Florida Building Code - Residential.
Shingles tested in accordance with ASTM D7158 are classed as Class H and qualify for use in locations
as shown in Table 1507.2.7.1 of the 2012, 2009 IBC and 2020 Florida Building Code - Building, Table
R905.2.4.1 of the 2012 and 2009 IRC, or Table R905.2.6.1 of the 2020 Florida Building Code - Residential,
where the maximum basic wind speed is 150 mph (67 m/s) or less with exposure category of B or C (ASCE
7) and a maximum building height of 60 feel (18.3 m). Installation must be in accordance with Section
1507.2.6 of the 2018 IBC, 2020 Florida Building Code - Building, and Section 1507.2.7 of the 2015, 2012,
and 2009 IBC, or Section R905.2 of the IRC and 2020 Florida Building Code - Residential, as applicable.
Page 2 of 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 manufacunng 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 13 for product
dimensions and manufacturing locations.
5.3 Hip & Ridge Shingles—12-^/. 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-Y4 X 12 Hip and Ridge and
12-Y4 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 (305 mm by 305 mm) hip and ridge shingles. See
Table 8, Table 9, and Table 11 for product dimensions and manufactunng 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
Repod and for the laminated shingles described under 5.2 of this Report.
Page 3 of 19
6.1 Underlayment and Ice Barriers
For roof slopes 4:12 and greater, the roof deck must be covered with a minimum of one layer of
underayment as described in Sections 7.2 and 7.3 of this Report. Underlayment application
must be in accordance with Table 1507.1.1 of the 2018 IBC, 2020 Florida Building Code -
Building, and Section 1607.2.8 of the 2015, 2012, and 2009 IBC or Section R905.2.7 of the IRC
and Section 905.2.3 of the 2020 Florida Building Code - Residential, as applicable.
For roof slopes 2:12 and up to but less than 4:12, two layers of the underlayment described in
Section 7.2 or one layer of the selfadhedng polymer motlified bitumen sheet in described in Section
7.3 of this Report are required. Underlayment application must be in accordance with Section
1507.1.1 of the 20181BC, 2020 Florida Building Code - Building, and Section 1507.2.8 of the 2015,
2012. and 2009 IBC, Section R905.1.1 of the IRC, and 2020 Florida Building Code - Residential,
as applicable.
In areas where there has been a history of ice forming along the eaves, causing a backup of water,
an ice barrier must be provided in accordance with Section 1507.1.2 of the 2018 IBC and Section
1507.2.8.2 of the 2020 Florida Building Code - Building, 2015, 2012, and 2009 IBC or Section
R905.2.7 of the 2018 IRC 2020 Florida Building Code- Residential, and Section R905.16.4.1 2015
IRC, and Section R905.2.7.1 of the 2012, and 2009 IRC, as applicable.
6.2 Starter Shingle:
A starter course, as described in Section 7.4 of this Report, must be attached to the save edge
using fasteners described in Section 7.5 of this Report, located 1-%to 3 inches (38.1 to 76.2 mm)
from the save edge and spaced 1 inch (25.4 mm) and 12 inches (305 mm) from each end, for a
total of four fasteners per shingle. Starter strips must overhang the save and rake edges'''X to''/, inch (6.4 to 19.1 mm) if no drip edge Flashing is present. If drip edge flashing is present, install
shingles even with the drip edge or overhang the drip edge up to %inch.
6.3 Asphalt Shingles:
The first course of field shingles must be installed over the starter course described in Section 7.4
of this Report.
Shingles must be installed with vertical joints offset a minimum of 4lnches (102 mm) from adjacent
courses.
6.3.1 Three -Tab Shingles— Elite Glass3eal:
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 Table 2.
For roof slopes equal to or greater than 21:12 (175% slope), six fasteners must be used,
spaced as shown in Table 2.
Fasteners must be in a nail area between 5-5/a inches and 6-7/8 inches from the butt edge of
the shingle.
Maximum exposure to the weather must be 5-%inches (130 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. A 1-in diameter
(25.4 mm) spot of asphalt cement complying with ASTM D4586, Type I, Class I, should be
placed under the comer 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-%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 11 112 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 underthe 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 FloridaBuilding Code - Building, 2015, 2012, and 2009 IBC or Section R905.2.8.2 of the IRC and 2020
Florida Building Code - Residential. Other 8ashings 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 2015,
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 Hip and Ridge Application:
Hip and ridge shingles must be placed evenly over hips and ridges, and must be fastened to the
roof deck using two fasteners, one located on either side of the shingle, 5-1/2 inches (140 mm) or
5-% inches (143 mm) from the exposed end, and 1 inch (25.4 mm) in from the edge as shown in
Tables 8 and 9. Fasteners must be a minimum Y. inch (6.4 mm) longer than those used in the field
of the roof, as specified in Section 7.5 of this report. The 12-%X 12 Hip and Ridge and 12-/, x 12
Heritage Hip and Ridge IR prefabricated hip and ridge shingles must be applied with a maximum
exposure of 5-%inches. (130 mm). Heritage Vintage 12 X 12 Hip and Ridge prefabricated hip and
ridge shingles must be installed with a maximum exposure of 5 inches (127 mm). Hip and ridge
shingles are installed starling at the bottom of the hip or from the end of the ridge opposite the
direction of the prevailing wind.
6.6 Reroofing:
The existing asphalt shingle roof covering must be inspected in accordance with the provisions and
limitations of Section 1510 of the IBC, Section 1511 of the 2020 Florida Building Code - Building,
Section R908.1 of the IRC, or Section 901.1 of the 2020 Florida Building Code - Residential, as
applicable. Prior to the reroofing, hip and ridge coverings must be removed.
Except as noted in this section, the shingles must be installed in accordance with Section 6.3 and
6.5 of this Report. Fasteners must be of sufficient length to penetrate''% inch (19.1 mm) into the
sheathing, or through the sheathing where the sheathing is less than % inch (19.1 mm) thick.
Flashing and edging must comply with Section 6.4 and with Sedon1511.6 of the 2018 and 2015
IBC and 2020 Florida Building Code - Building, Section 1510.6 of the 2012, and 2009 IBC and
Section R908.6 of the 2018 and 2015 IRC, 2020 Florida Building Code - Residential, and R907.6
of the 2012, and 2009 IRC, as applicable.
7. INSTALLATION MATERIALS
7.1 Sheathing:
The roof deck must be code -complying, minimum 3/,inch thick (9.5 mm), exterior plywood
complying with DOC PS-1- rated sheathing complying with DOC PS-2; or solid sheathing using
minimum nominally 1 by 6lumber.
7.2 Underlayment:
Under the IBC or IRC, underiayment must comply with ASTM D226, Type I (minimum), ASTM
D4869, Type I (minimum) or ASTM D6757 as specified in Section 1507.1.1 of the 2020 Florida
Building Code - Building, Section 1507.2.3 of the IBC or Section R905.1.1 of the IRC, and 2020
Florida Building Code - Residential.
7.3 Self -adhering Polymer Modified Bitumen Sheet:
The self -adhering polymer modified bitumen sheet must comply with ASTM D1970.
7.4 Starter Shingles:
The starter course shingle consists of either TAMKO 10-inch starter, TAMKO Shingle Starter,
TAMKO Perforated Starter, or a self-sealing three -tab shingle. If self-sealing three -tab shingles are
used, remove the exposed tab portion and install with factory -applied sealant adjacent to the eaves.
Heritage Vintage requires a Heritage Vintage Starter shown in Table 12 is to be installed over the
starter course at the save edge.
Page 6 of 19
7.5 Fasteners:
Fasteners must be minimum No. 12 gage 10.105 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'/a-inch (19.1 mm), or through the sheathing, where
the sheathing is less than 3/4-inch (19.1 rum) thick. Fasteners must be compliant with ASTM F1667.
7.6 Asphalt Cement:
Asphalt cement must comply with ASTM D4586, Type I, Class I.
S. 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 (TFWZ).
9.2.2 UL test reports and Classification in accordance with ASTM D3462 for Prepared Roof -
Covering Materials (TM).
9.2.3 UL test reports and Classification in accordance with ASTM D7158, Class H for Prepared
Roof -Covering Materials TGAH).
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 ]CC -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 holders name (TAMKO Building Products LLC), the plant identification, the product
name, the UL Listing/Classifloation 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 EVALUATION REPORT
11.1 The approval of building products, materials or systems is under the responsibility of the applicable
authorities having jurisdiction.
11.2 UL Evaluation Reports shall not be used in any manner that implies an endorsement of the product,
material or system by UL.
11.3 The status of this report, as well as a complete directory of UL Evaluation Reports may be found
at UL.com via the Product iQ" database.
TAMKO BUILDING PRODUCTS LLC
TAMKO BUILDING PRODUCTS LLC
TAMKO BUILDING PRODUCTS LLC
TAMKO BUILDING PRODUCTS LLC
TAMKO BUILDING PRODUCTS LLC 12300 35TN ST
Page 8 of 19
Dimensions: 12-'/." x 36"
--------- ----------- -_---------------''--_.
Plant Location(s): Frederick, Joplin
Fastening Pattem:
Fastening Pattem:
!:t[ up to but lea
ror slopes equal to or greater than 21:12
Page 9 of 19
SMI
-718"
I
-7/8"
i-518"
Dimensions: 13-W x 39 3/8"
Plant Location(s): Dallas, Frederick, Joplin, Phillipsburg
-------------------
Forslopes 2:72 up to but less than 21:
FASTENERSNAM ZONE
COMMON BOND
Fastening Pattern: j --�--.
;6-118'•
�EXPOSURE 6-67s"
---------------------- -'�- 12-1/2"—►�—t2.3/8"--
- For slopes equal to or greater than 2112 ---------------------
NAIL ZONE
FASTENERS COMMON BOND
Fastening Pattern: '�-
��
EXPOSURE 651$"
' '='I IN-tn"N-T-1n°-N•-Ta/e++h-T.1n°-+r«-T-1n--+) �1„
Psoe 10 nr i9
Dimensions: 13-'/," x 39 3/e
Plant Location(s): , Tuscaloosa
..------ ------------ :_---_-________
Pattern:
12-1/2"
P T I PREFERRED
equal to or greater than
NAIL ZONE
FASTENEflS COMMON BOND
Pattern:
srre•
EX Sdre"
"-`I I+Tan•-N.zin^-.�.-T-sra*.(+-�-rn.�T-rn„� fir.
P.g. l l or ig
Table 5 — Heritage Premium
Dimensions:
13-Y4" x 39-31,"
--_---_-___
----------------------------------------------------------
Plant Location(s):
Phillipsburg, Frederick
- ---
--- --------For slopes 2:12 up to but less than 21:12 ----------------------
FASTENERS C MMIL ONE
COMMON BOND
Fastening Pattern:
j
EXPO URE 5-5/9•
_
----------------------
;-----------
� 12-112"--+— 12-318"
j
_ - _ _ _____________ ______-__
For slopes equal to or greater than 21:12-------
NAIL ZONE
FASTENERS-- COMMONBOND
Fastening Pattern:
EXPOSURE S5/e'
'=-'I
I+-T-in•-M•-T-+n"al•-Tie-.�T-1n^+�T-arz-+{ ��.
Dimensions: 13-11/" x 39-34"
------------------------ _____----------------------- --- _--_______------___
Plant Location(s): Dallas, Frederick
-------- _________.
rur slopes CAZ up to but less than 21:12
NAIL ZONE/
FASIENEAS -�� /COMMON BOND
Pattern: ( �[
6-1/Ir I T
EXPOSURE 5-58"
.t
rol slopes equal to or greater than 21:12
NAILZONE/
ASTENERS COMMON BOND
Pattern:
6-' E%POSURES W
J.
Page 12 of 19
Table 7- Heritage Vintace
Dimensions: 17-t/a" x 40"
__________________________________________-------------------------------------------
Plant Location(s): � Phillipsburg
----------For slopes 2:12 up to but less lhan2L12---------------------
aa•
Nark
Nwl
Fastening Pattern:
na�r
-_.. __... _.____..._._p__. __
{I�-- F cw all op W equal to or greater than 21:12
I 40.
nNanr rt -
� rra`ng i
T
� Fasteners
Nei
F�-_'ram �M,•'� Zane
Fastening Pattern:
a• }5.
�re
%PPMiadereachtab I'dem asplultadhesimcemmr.
Page 13 a ig
Dimensions: 12° x 12"
Plant Looation(s): Phillipsburg
Fastening Pattem:
Page 14 of 19
Dimensions: 12-^/." x 12'
Plant Location(s): Frederick, Joplin
Fastening Pattern:
P.ge 15&1H
Dimensions: 13-Y" x 39-3/e"
Plant Location(s): Joplin, Philipsburg
2:12 up to but less
MAIL FASTENERS —' COMMONS
FA
COMMON EOND
Pattern: —�..._
6 1!8" EXPOSURE S-W'
+ •� �. 12-1/2• -
NAILZONE
—FASTENERS COMMON BOND
Pattern:
6-i/9"
EXPOSURES-5/a"
1_"I I+-�-1n•-�'I+-vin"-.f�73te"-�h-�-+n"-�h-�-yn`�I �._.1,
Pegs 16 of 19
Dimensions: 12-""x 12"
_ __ ___ -----------
Plant Locatlon(s): Joplin
Nsiis
Fastening Pattern: 12=? �•"
5 V8^
F_Xposum 5
Table 12 Heritage Vintage Starter
Page 17 of 19
Dimensions: 13-Y..' x 39 ale
Plant Location(s): Philipsburg and Frederick
Pattern:
Pattern:
____-_..____ _
--��--�----For slopes 2:12 up to but less than 21:12---------------- -
---
For slopes equal to or
Page 18 of 19
® 2020 UL LLC
This UL Evaluation Report is not an endorsement orrecommendation for use of the subject and/or product
described herein. This report is not the UL Listing or UL Classification Report that covers the subject
Product- The subject product's UL Listing or UL Classification is covered under a separete UL Report. UL
disclaims all representations and warranties whether express or implied, with respect to this report and the
subject or product described herein. Contents of this report maybe based on data that has been generated
by laboratories other than UL that are accredited as complying with ISO//EC Standardf7025 by the
International Accreditation Service (IAS) or by any other accreditagon body that is a signatory to the
Intemattonal Laboratory Accreditation Cooperation (ILAC) Mutual Recognition Arrangement (MRA). The
scope of the laboratory's accreditation shall include the spec type of testing covered in the test report.
As the accuracy of any non-UL data is the responsibility of the accredited laboratory, UL does not accept
responsibility for the accuracy of this data.
0 ` Page 19 of 19