HomeMy WebLinkAboutTAMKO SHINGLESustness & Professional Regulation
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- _ FL # FLI8355-116
Application Type Revision
Code Version 2020
APplicatlon Status Approved
'Approved by DBPR. Approvals by DBPR shall be reviewed and retlfied by
the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer TAMKD Building Products LLC
Address/Phone/Email PO Box 97
Galena, KS 66239
(417) 624-6644 Ext 2305
kerri_eden@amko.com
Authorized Signature Keml Eden
item_eden@tamoueom
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin, MO 6002
(412) 624-6644 Ext 2305
kerri_eden#tammearn
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Product Evaluation Entity
Evaluation Entity DL LLC
Quality Assurance Entity DL LLC
Quality Assurance Contract Expiration Date 11/18/2021
Validated By Robert Nieminen, PE, NEMO ETC, LLC
Validation Checklist - Hardoopy Received
Certificate of Independence FL18355 R6 COI Ui. StIndWall of Bul Condu - firdepenclance.,df
Referenced Standard and Year (of Standard) Standand ye
iff
ASTM D3161 2016
ASTM D3462 2010
ASIMD D71S8 2019
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 option C
Date Submitted 11/20/2020
Date Validated 11/23/2020
Date pending FBC Approval
Date Approved 11/24/2020
Summa of product,
FL g
lawalr Number m Name
DeeerlpUon
18365.1
TAMKO Asphalt Shingles
"SirM D3462 asphalt shingles and hip and ridge shingles
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
F 18 R6 II 20 0 1 S8 AMKO pgI
Approved for use outside HVHZ: Yes
Verified By: UL LLC
Impact Resistant: N/A
Created by Independent Third Party:
Design Pressure: N/A
Lialuatian Reports
Other: See evaluation report for limits of use.
FLIS355 R6 AF 2020 IS 18 TAMKOL R 09 1. df
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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: 07 3100 — 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
W .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-/, X 12 HIP AND RIDGE, AND 12-'/. 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 E108)
■ Wind Resistance (ASTM D3161; ASTM D7158
■ Physical Properties (ASTM D3462)
■ Impact Resistance (ANSI/UL 2218)
3. REFERENCED DOCUMENTS
■ 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)
■ ICC-ES Acceptance Criteria for Quality Documentation (AC10)
4. USES
TAMKO asphalt shingles are used as roof coverings for new and existing roofs.
S. 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.
Firs 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 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 07158 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 150 mph (67 mis) or less with exposure category of B or C (ASCE
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 R905.2 of the IRC and 2020 Florida Building Gods - 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 Florda 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 am 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 Praline 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-%4 X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge,
12.1/4 X 12 Heritage Hip and Ridge IR:
Hip and Ridge am prefabricated hip and ridge shingles available as 12-%X 12 Hip and Ridge and
12 '/4 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 altemative, 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
underayment as described in Sections 7.2 and 7.3 of this Report. Undedayment application
must be in accordance with Table 1607.1.1 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 underlayment 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. Undedayment 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
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 Y. 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 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 Ss/e inches and 6-7/e inches from the butt edge of
the shingle.
Maximum exposure to the weather must be 5-Y.. 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 Xr:
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 underthe exposed portion
If 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 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 Florida
Building Code - Building, 2015, 2012, and 2009 IBC or Section R905.2.8.2 of the IRC and 2020
Florda 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 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 1/. 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 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''/, 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 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.
T. INSTALLATION MATERIALS
7.1 Sheathing:
The roof deck must be code -complying, minimum %cinch 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 Undedayment:
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 01970.
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)], Y 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 (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.
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 manufacturers
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 i 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 iQ14 database for Prepared Roof -Covering Materials (TFWZ).
9. SUPPORTING EVIDENCE
9.1 Manufacturers descriptive product literature, including installation instructions.
9.2 See UL Product iQ^ 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 T( FWZ).
9.2.2 UL test reports and Classification in accordance with ASTM D3462 for Prepared Roof -
Covering Materials TFWZ).
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 T( FWZ).
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 holders 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 iQ- database.
Table 1 — Manufacturin Locatio
LISTEE
ns
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
J
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
Table 2 — Elite Glass -Seal
Dimensions: 12-%' x 36"
Plant Locatlon(s): Frederick, Joplin
-----------------------For slopes 2:12 up to but less than 21:12
NAILS
�
Fastening Pattern:
Nailing ... _.__._ .___...___ ...... .,__ ... &7/8"
Area,.-........__._..._.._...................`�`._..._ -_.._..._..._._................ _. _.
5-W
---------------------------------------------------------------------- Butt Edge
------------------------
For slopes equal to or greater than 21:12
NAILS
1_�
Fastening Pattem: f 1f
Area-'...._......__....._._.. � .......—.......... � ...._....._.....�....�
• rr5(8°
Butt Edge
Page 9 M 19
vimenslons: 13-Y4" x 39-3/a"
Plant Location(s): Dallas, Frederick, Joplin, Phillipsburg
--------------------
pes 2:12 up to but less than 21:12
�FASTENERS t-� C MMONE
COMMON BONO
Fastening Pattern:
6-118" EXPO NE S-M"
12-318"--+--12-1rz"-. f.-j"
NAIL ZONE
—FASTENERS- OOMMONDOND
Pattern:
EXPOSURE 55le'.
+� W.I.
+I. s-to" Tare .N 1-112-.Hra-tnv{
Page 10 of ig
Dimensions: 13-%" x 39'/e"
Plant Location(s): ; Tuscaloosa
ror slopes z:1z up to out less flan 21:12
12.1/2" — 4 — 12-WW
PAINT F
7-71W
Pattern:
....._._____________.............—
For SIOOes eoua to or Greater than 91 �19
NAIL ZONE
FASTENERS COMMONSOND
0.
Pattern:
EXPOSURE Sb/a"
'�='I('-7-'n"I+-T-'n"-'I�7.a�a'+r-nln.-y�7nn•,N �.-,1.
Page 11 of 19
Dimensions: 13-%" x 39-31.
`--.. --...' -"'---------; -------------------------------------------------------
Plant LoeaSion(s): Phillipsburg, Frederick
s 2:12 up to but less it
_. NAIL ZONE
, F STENERB COMMON BOND
Pattern:.--
61R" EXPOSURE 5-Sn-
1-� 12-1/2" -*- 12-3t8" -+- 12-1o"-+] I -1"
NAIL ZONE
FASTENERS — COMMON BOND
Pattem:
6-tja EXPOSURE 5518"
t-.� �•-�-tn'.�.-T-tn•-+h- T.aza•+�+�� tn.-y��,tn•-N �•-t.
Dimensions: 13-Y.." x 39-31a"
Plant Location(s): Dallas, Frederick
_--------_----------- -------
slopes 2:12 up to but les:
NAIL ZONE!
FASTENERS CDMMON BONA
Fastening Pattern: ( i
&1J8" EXPOSURE5-5M'
1 -4*-12-1n"-4-12.3,r—*-12-v2"-.-1^
or greater than 21:1
NAIL 20NEl
ASTENERsT---� COr.M10N BOND
Fastening Pattern:
6tlS' EXPOSUN S Va.
1rl I,r,T�11Y-�T-tn+�a-3W4�w+-i/2Y�r.T-t/2Y� �-1•
Page 12 o119
Table 7 — Heritaqe Vintage
Dimensions: 17--+/z" x 40"
------------------------ --------------------------------------------------- -------------- ____________—___._
Plant Location(s): Phillipsburg
For slopes 2:12 up to but less than 21:12 ---
ao-
6
6' rmeiyn
NsA
ma
Fastening Pattern: —— —•————----•----
v.�m
fs
y1LP�--14SM—�
For slopes equal to or greater than 21:12
w.
b' fanners
A6i
Fastening Pattern: — — — • — —
c• (s
g ETiM411R
NMb iaMneagi fab I'tlianaterasplialtaChesive CemenC
Page 13 of 19
Table 8— Heritage Vintage 12 X U Hip and Ridae
Dimensions: 12" x 12"
Plant Location(s): Phillipsburg
------------------------ ------------------------------------------------- ----- __.________.._._____"'-__.
Nails
IT
Fastening Pattern: ,�,.I� T
LIZ
51IiT
IT
Page 14 or 19
Table 9 — II V/. X 12 Hip and Ridae
Dimensions: 12-%." x 12"
__------------------- _ _____________________—__.___.__
Plant Location(*): Frederick, Joplin
------ _----- _---------------------------------------------------------------
/ Nails
12-, f
Fastening Pattern:
5118. 5 518"
Exposure
12"�
Page 15 of 19
Dimensions:
---------------------------
Plant Location(s): Joplin, Philipsburg
------ -----------For slopes 2:12 up to but less than 21:12
FASTENERS -AIL ZONE
COMMON BOND
Pattern:
6-1/8" EXPOSURE 5-5la'
12-1/2"--
For slopes equal to or greater than21:12
..... ..__,.... NAILZONE
FASTENERS — COMMON BOND
Pattern:
EXPOSURE 5-SM'
i +�_-•� Ha-1n•-+h-r1n'�a-�.ya�.�+-�-1n^-yrr-ln'4{ �a-1.
Page 16 of 19
Dimensions: 12 wX 12"
Plant Location(s): Joplin
Fastening Pattern:
Nails
12-'1.' •
TI lit r I T I•
�11in
5 111Y 5 5t8°
Exposure
Table 12 Heritage Vintage Starter
aao:,..va
e
b
Page 17 of 19
cable 13— Heritage Proline Titan XT
Dimensions:
13-'/." x 39-3/e
--------------------------------
_-----------------------------------------
Plant Location(s):i
Philipsburg and Frederick
-------------------- ---
;
---_
.-- up ----------------- -----
For slopes 2:12 -----..----_ _- 2:12 up to but less than 21:12
U-31V—»I�-121Jr—ry1'I+—
1
Mailed Feaa. Locations
�Wllzone
I r
S
PaM fires
r reaure
Fastening Pattern:
j i t 1
Raepta0� Feffiener Location
P rastamr l auwi
-
-------------- ----
slopes equal to or greater than 21----------------------------
For12
I
y6 ya.
.-73/W—
lye
1
Required Fastener L U.
ti
—Nail Line
Fastening Pattern:
I,
U-
} U—
E pas re
�L
4
Required Fastener Lo im
Page 18 of 19
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U` Page 19 of 19