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C r
FL # FL35321 J
Application Type New y�
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and rat! led by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer TAMKO Building Products LLC
Address/Phone/Email PO Box 97
Galena, KS 66739
(417) 624-6644 Ext 2305
kerri—eden@tzirriko.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/Emaii
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity UL LLC
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 00/23/2023
Validated By Robert Nieminen, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL35321 RO COI UL Standards of Business Conduct - Inde endence.pdf
Referenced Standard and Year (of Standard)
Equivalence or Product Standards
Certified By
Sections from the Code
104.11
1504.E
1507.2.5
1507.2.7.1
R905.2.4
R905.2.6.1
Product Approval Method Method 2 Option A
Date Submitted 11/20/2020
Date Validated 11/23/2020
Date Pending FBC Approval
Date Approved 11/24/2020
Summary of Products
FL #
Model, Number or Name
Description
35321.1
TAMKO Asphalt Shingles
Non-ASTM D3462 asphalt roof shingles and ridge cap shingles
Limits of Use
Approved for use in HVHZ• No
Approved for use outside HVHZ: Yes
f Impact Resistant: N/A
Installation Instructions
FL35321 RD II 2020 11 18 TAMKO UL ER2919-02.pdf
Verified By: UL LLC
I Created by Independent Third Party:
Design Pressure: N/A
LOther: Refer to UL ER Section 8 for Limits of Use.
_____ --------- ___ . _.. --- ---.
Evaluation Reports
FL35321 RO AE 2020 11 18 TAMKD UL ER2919-02.pdf
� ..__._._ .........
Contact Us :: 2601 ala€r Stone Road, Tallahassee FL 32399 Phone; 850-487-1824
The State of Florida is an AA/EEO employer, CopyrJd ht 7n07-7013 State of Fforfda.:: Privacy Statement :: Accessibili Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do rot 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 mail. 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 emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
pmvfde the Department with an email address which can be made avaflable to the public. To determine If you are a licensee under Chapter 455, F S., please click here .
Product Approval Accepts:
® eCheck M
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Safe
UL Evaluation Report
UL ER2919-01
Issued: May 21, 2013
Revised: November 18, 2020
Visit UL, LLC's Product iQT" database for the status of this
UL Category Code: ULEZ
CSI MasterFormaW
DIVISION:
07 00 00 — THERMAL AND MOISTURE PROTECTI
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
(417) 624-6644
www.tamko.com
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 '/4 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 International Building Code ® (1BC)
■ 2018, 2015, 2012, and 2009 International Residential Code ® (IRC)
■ 2020 Florida Building Code — Building
ff 2020 Florida Building Code — Residential
■ ICC ES Acceptance Criteria for Quality Documentation (AC10)
The products were evaluated for the following properties:
■ Exterior Fire Exposure (ANSIIUL790, ASTM E108)
■ Wind Resistance (ASTM D3161; ASTM D7158
■ Physical Properties (ASTM D3462)
■ Impact Resistance (ANSI/UL 2218)
3. REFERENCED DOCUMENTS
n UL790 (ASTM F108), 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
It UL Subject 2375 Issue No. 2, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind
Tests)
■ 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 A in accordance with UL 790 (ASTM E108). Shingles tested in accordance with UL790
(ASTM E108) qualify for use under Section 1605.1 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 classified 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 160 mph (67 m/s) or less with exposure category of R or C (ASCF
7) and a maximum building height of 60 feet (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 R9052 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 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 13 for product
dimensions and manufacturing locations.
5.3 Hip S Ridge Shingles — 12'/4 X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge,
12-'/4 X 12 Heritage Hip and Ridge IR:
Hip and Ridge are prefabricated hip and ridge shingles available as 12-1/4 X 12 Hip and Ridge and
12-1/ 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 12-1/4 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 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 Underlayment and Ice Barriers -
For roof slopes 4:12 and greater, the roof deck must be covered with a minimum of one layer of
underlayment 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 1507.2.8 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 undedayment described in
Section 7.2 or one layer of the self -adhering polymer modified 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 2018 IBC, 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
R9052.7 of the 2018 1 RC, 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 eave edge
using fasteners described in Section 7.5 of this Report, located 1-%z to 3 inches (38.1 to 76.2 mm)
from the eave 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 eave and rake edges'/t to 3/4
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 3/4 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 4 inches (102 mm) from adjacent
courses.
6.3.1 Three -Tab Shingles — Elite Glass -Seal:
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!g inches and 6-71$ inches from the butt edge of
the shingle.
Maximum exposure to the weather must be 5-'/s 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 corner 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-V. 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 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 (lashings 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'/4 inch (6.4 mm) longer than those used in the field
of the roof, as specified in Section 7.5 of this report. The 12-1/ 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 starting 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 3/ inch (19.1 mm) into the
sheathing, or through the sheathing where the sheathing is less than 3/ inch (19.1 mm) thick.
Flashing and edging must comply with Section 6.4 and with Section1511.6 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 %-inch thick (9.5 mm), exterior plywood
complying with ❑OC PS-1; rated sheathing complying with DOC PS-2; or solid sheathing using
minimum nominally 1 by 6 lumber.
7.2 Underiayment:
Under the IBC or IRC, underlayment 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 eave 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 3/4-inch (19.1 mm) thick. Fasteners must be compliant with ASTM F1667.
7.6 Asphalt Cement:
Asphalt cement must comply with ASTM D4586, Type I, Class I.
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 Fallow -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 iQT11 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 (TFWZ).
9.2.3 LIL 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 ICC-ES Acceptance Criteria for Quality Documentation,
AC 10.
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 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 iQT1 database,
Table 1 — Manufacturinq Locations
LISTEE
LOCATION
FACTORY ID
TAMKO BUILDING PRODUCTS LLC
7910 S CENTRAL EXPY
D
DALLAS TX 75216
TAMKO BUILDING PRODUCTS LLC
4500 TAMKO DR
F
FREDERICK MD 21704
TAMKO BUILDING PRODUCTS LLC
601 N HIGH ST
JOPLIN MO 64801
TAMKO BUILDING PRODUCTS LLC
1598 HWY 183
P
PHILLIPSBURG KS 67661
KAUL INDUSTRIAL PARK
TAMKO BUILDING PRODUCTS LLC
2300 35TH ST
T
TUSCALOOSA AL 35401
Page 8 of 19
Dimensions
Plant Location(s):
— Mite Mass-aeai
12-'/" x 86"
Frederick, Joplin
----------------------------------------------------------------------------------------------------------------!
For slopes 2:12 up to but less than 21:12
ItlAll fi
Fastening Pattern: Mailing
Area
-7/8"
Butt Edge
-+---------------------------------------------- - - - - -------------------
For slopes equal to or greater than 21:12
NAILS
r
Fastening Pattern: � ..F � t' _
Nailing --a-a-7181,
f ... ...................
Area ------------ - -
5-�l8"
.,l
Butt Edge
Page 9 of 19
Dimensions: 13-'/a' x 39-3/8"
------------------------------------ --------------------------
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: ;
FEXPSUFt 5-5,6
12-112" —+-- 12-318"
------------------------- - - - - - ---- - - - - ---------- - - - - ---------- - - - - -- - - - - -
For slopes equal to or greater than 21:12
NAIL 70NF
FASTENERS COMMON BOND
Fastening Pattern:
EXPOSURE 5-5/8"
1 ►I 7-1127-i�2" 7-318°'7-1/2" 7 912" �1"
Page 10 of 19
— He
Dimensions: 13-1/" x 39318"
------------------------* ----------------------------------------------------------------------------------------
Plant Location(s): Tuscaloosa
------------------------- T-_--_----_-__-__-_ -__-___________________----_-----__----------------------_--_--_-
For slopes 2:12 up to but less than 21:12
1 -.-I �— 12-112" 12-318" —a�— 12-112" —►I V
11'astening Pattern:
PAINT I PREFERRED FASTENER LOCATIONS
LINE.-��
7-718"
6-118"
II:I►1l:19014YAIle] a
EXPOSURE
5-516"
ZONE
"L PREFERRED
FASTENER
LOCATION
r- - - ---- --------------------- --------
For slopes equal to or greater than 21:12
MAIL ZONE
FASTENERS COMMON BOND
Fastening Pattern:
5"L EXPOSURE 5-518"
Page I of 19
— riernaue rrernium
Dimensions: X 39-3/8"
------------------------- t -----------------------------------------------------------------------------------------
Plant Location(s): Phillipsburg, Frederick
-------------------------------------------------------------------------
------------------------- ---------------
For slopes 2:12 up to but less than 21,12
NAIL ZONE
COMMON BOND
1Tr
Fastening Pattern:
6-1 is EXPOSURE 5-6/6"
----------- - ------------------ -- ----------------------------------
-------------------------
For slopes equal to or greater than 21:12
(Fastening Pattern:
NAIL ZONE
FASTENERS COMMON BOND
EXPOSURE 5-5/8"
Table 6 — Heritage Woodciate
Dimensions: 13-1/41, X 39-3/81'
------------------------------------------------------------------------------------------------------------------
Plant Location(s): Dallas, Frederick
----------------------------------------------------------------------------------------------------------
For slopes 2:12 up to but less than 21:12
NAIL ZONE!
FASTENERS 'X COMMON BOND
Fastening Pattern: T
EXPOSURE 5-5/8"
"+"l 2-1 /2' 12- 3/8" 12-1/2'—,+-1"
--------------------------- ----------------------------------------------------------------------------------------
For slopes equal to or greater than 21:12
NAILZONE/
ASTENEF1S7 COMMON BOND
,--T--,V
Fastening Pattern:
EXPOSURE 5 90"
Page 12 of 19
— memage yin
Dimensions: 17-112" x 40"
------------------------ -----------------------------------------------------------------------------------------
Plant Location(s): Phillipsburg
.------------------------ T----------------------'---------------------------_-- ---------------------------
For slopes 2:12 up to but less than 21:12
Z Mx hrs Z FSObCF4
b Fasteners Nail
Fastening Pattern:
1,-u2-
Ll Ij U
cxpas :Ee
;1,
-1f-`
------------------------4--------------------------------------------- - -- - ----------
For slopes equal to or greater than 21:12
40'
Mgwmnt =
Ftot[E1es ;
` Faswrsers
Fastening Pattern: fir`
1 Exposure
T fi
Apply and?reach tab 1"diameter 3sphaltaallesiv�2 semen[.
Page 13 of 19
— Heritage Vlnlage "IL A "IL mip ana KIQge
Dimensions: 12" x 12"
----------------- ----------------------- ----------------------------
Plant Location(s): Phillipsburg
--- ---- ------ ---- --- ---- -.._-
Fastening Pattern:
12" T
r�
Exposure
Nails
1 ift +l1 it
Page 14 of 19
12"
cable 9— 1Z-/4 A I Z Hip ana Kiage
Dimensions: 12-1/." x 12"
------------------------- -----------------------------------------------------------------------------------------
Plant Location(s): Frederick, Joplin
----------- T ---------------
--------------------------------------------------------------------------
--------------
NaRs
'12- V,?
•
7 in. in.
Fastening Pattern:
Exposure
12"
Page 15 of 19
—ncntaooIm
Dimensions: 13-/4"x39-110
------------'------_-----------------_---------_-------------
Plant Location(s): Joplin, Philipsburg
--_-----------------------------------_---------_-------------'
� Fnrxlopeu212uptobutleosthon2112
! NAIL ZONE
�FASTENERS COMMONBOND
Fastening Pattern: !
URE
� [� 5-5f8^ pos
12'�� 12.1/2^—°�—'^
'r
------------'�-----------For s opes equal to or greater than2l:12
---------------------------------- —|
iFastening Pattern
N&ILZONE
COMMONBOND
FASTENERS
Page 1svf19
SURE s-n/8^
Table 11 Heritage Hip and Ridge IR
Dimensions: 12-'/" x 12"
------------------------------------------------------------------------------------------------------------------
Plant Location(s); Joplin
-------------------------------------------
- - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NaPs
Fastening Pattern'. 12-1/47
1 in.l•
5 113"
Exposure
12"
Table 12 Heritage Vintage Starter
Page 17 of 19
Proline Titan
Dimensions: 13-'/4' x 39-3/8"
---------------
t---
--------------------------------------------------
Plant Location(s): Philipsburg and Frederick
----------------- r----------------- ----------------------------------------------------
For slopes 2:12 up to but less than 21:12
12-3/8" lam— 12-1/2"11I+—
Fastening Pattern
Preferred Fastener Locations
39-3/13"
Acceptable Fastener Location
erred Faste ne r Location
Nail Zone
�5/&„ —T Paint Lines
Exposure
----------------t ----------------------------------------- --- -
For slopes equal to or greater than 21:12
Fastening Pattern:
Page 18 of 19
_ine
Lines
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UL Page 19 of 19