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HomeMy WebLinkAboutProduct Approval (3) c i ,
1/15/2021 Florida Building Code Online
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t417)624.66" Ext 2305
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Cmnplance Method E,rduatlon Report from a Product Evaluation Entity
Evaluation Entity UL LLC -
Quaity!Lssurance Entity UL LLC
Quapty Assurance Contract E>rpiratiol Date 1.1lt8/2021 ,
Vatdated By Robert Nkminen.PE,MEMO ETC,LLC
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Product Approval Method Method 2 Option A
Date submitted 11/20/2320
Date Vatdated 11/2312D20 .
Date Pending FBC ARDrdMal
Date Approved I2/2412020
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UL Evaluation Repo
UL ER2919-02
Issued:April 25,2014
Revised:'November 18,2020
Visit UL,LLC's Product W"database for the status of this Rep
UL Category Code: ULEZ
CSI MasterFormat®
DIVISION: 07 00 00—THERMAL.AND MOISTURE PROTECTI
Sub4evel 2: 67 30 00—Steep Slope Roofing
Sublevel 3: .07 3100—Shingles and Shakes
Sub-level 4: 07 3113—Asphalt Shingle
COMPANY.
TAMKO'BUILDING PRODUCTS LLC
198 FOUR STATES DRIVE
GALENA,KANSAS 66739
(417)624-6644
vnvw.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 Intemational Building Code®(IBC)
to 2018,2015,2012,and 20091ntemational Residential Code®(IRC)
*2020 Florida Building Code—Building
*2020 Florida Building Code—Residential
®ICC ES Acceptance Criteria for Quality Documentation(AC10)
®[CC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles(AC438)
The products were evaluated for the following properties:
2 Exterior Fire Exposure(UL790,ASTM E108)
to Wind Resistance(ASTM D3161;ASTM D7158)
®Physical Properties(ASTM D3462,ICC ES AC438)
1111 Impact Resistance(UL 2218)
3.REFERENCED DOCUMENTS
• UL790(ASTM E108),Standard Test Methods for Fire Tests of Roof Coverings Eighth Edition,dated
October 19,2018
■ UL 2218,Standard Test Methods for Impact Resistance of Prepared Roof Covering Materials
® ASTM D3161,Standard T est 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)
i UL Subject 2375 Issue No.2,Outline of Investigation for Hip and Ridge Shingles(UL Fire and Wind
Tests)
• 1CC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles(AC438)
• [CC ES Acceptance Criteria for Duality Documentation(AC10)
4.USES
TAMKO asphalt shingles described in this report are alternatives to asphalt shingles complying with
Section 1507JA 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, and are Class A 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 three4ab shingles,laminated shingles and hip and
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 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:Flodda Building Code-Building,the exception to Section R905.2.4.1 of the IRC,and
Section 139052.4 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 150 mph(67 m/s)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 1'507.2.6 of the 2018 IBC and Section 1507.2.7 of the 2015,2012,and 2009 IBC,or Section
R905.2.6 of the 2018,2015,2012,and 2009 IRC,as applicable.
Page 2 of 18
Physical Properties:TAMKO asphalt shingles covered under this Report have been tested for physical
properties in accordance with 1CC ES AC438. Shingles tested in accordance with ICC ES AG438 qualify
as an alternative roof covering 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'1r}foodgate,
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 avid Ridge, Heritage Vintage 12 X 12 Hip and Ridge,
12-1/a X 12 Heritage Hip and Ridge IR:
12-%X 12 Hip and Ridge, Heritage Vintage 12 X 12 Hip and Ridge,and 12'/,x 12 Heritage Hip
and Ridge IR shingles are prefabricated hip and ridge shingles. Heritage Vintage 12 X 12 Hip
and Ridge shingles are perforated so they can be tom into three 124nch by 12-7inch shingles.
The 12'/a X 12 Hip and Ridge and 12-'/4 X 12 Heritage Hip and Ridge IR shingles are perforated
so they can be tom into three 12'/4 inch by 12-inch shingles.As an alternative, Elite Glass-Seal
shingles are cut into three 12-'/4 inch by 124nch 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 1a
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 underiayment 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 1607.1.2 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:
1
A starter course,as described in Section 7A of this Report;must be attached to the eave edge
using fasteners described in Section 7.5 of this Report,located 1'/2 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'/,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'/s 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 Tables 2
and 3.
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 5-54,inches(143 mm)and 6-'/d inches(175 mm)
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), Class 1,should be
placed under the comer of each tab(two spots per tab).
Page 4 of 18
6.3.2 Laminated Shingles—Heritage,Heritage DR,Heritage Premium,Heritage Woodgate,
and Heritage Prollne 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 over 21:12 (175% slope), six fasteners must be used, spaced as shown in
Tables 3,5,6, 10,and 13.
Maximum exposure to the weather must be 5--/e 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 14nch 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 (115% 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 14nch diameter(25.4 nnm)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 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.
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 g/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%inch(6A 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 installed with a maximum
exposure of 5'/in. (130 mm). Heritage Vintage 12 X 12 Hip and Ridge prefabricated hip and ridge
shingles must be installed with a maximum exposure of 5 in.(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.
Page 5 of 18
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 EBC-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 3/4 inch (19.1 mm)into the
sheathing, or through the sheathing where the sheathing is less than 3/4 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 3/8-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 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,
7.5 Fasteners:
Fasteners must be minimum No. 12 gage[0.105 inch (2.7,mm)),3/rinch 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%-inch(19.1 mm)thick. Fasteners must be compliant with ASTM F1667.
7.6 Asphalt Cement:
Asphalt cement must comply with ASTM D 4586,Type 1,Class 1.
Page 6 of 18
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:
&I 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.
&3 See UL Product iQTu database for Prepared Roof-Covering Materials(TFWZ).
9.SUPPORTINQ EVIDENCE
9.1 Manufacturer's descriptive product literature,including installation instructions.
9.2 See UL Product iQT14 database for the following:
9.2.1 UL test reports and Classification iri accordance with UL 790,Class A and UL Subject
2375 for Roof-Coveting Materials(fFWZ).
9.2.2 UL test reports and Classification in accordance with ICC.ES Acceptance Criteria for
Alternative Asphalt Roofing Shingles,AC438.(TFWZ).
9.2.3 UL test reports and Classification in accordance with ASTM D7158, Class H for Prepared
Roof-Covering Materials EgAH .
9.2.4 UL test reports and Classification in accordance with ASTM D3161, Class F Prepared
Roof-Covering Materials!ram).
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 ER2919-02. The validity of
this Evaluation Report is contingent upon this identification appearing on the package.
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 maybe found
at UL.com via the Product 1071'database.
Page 7 of 18
Table 1 =Manufacturing 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 L HIGH ST J
JOPLIN MO 64801
1598 HWY 183
TAMKO BUILDING PRODUCTS LLC P
pHILL1PSBURG KS 67661
KAUL INDUSTRIAL PARK
TAMKO BUILDING PRODUCTS LLC 2300 35TH ST T
TUSCALOOSA AL 35401
Table 2-Elite Glass-Seal
Dimensions: 12-'/;x 36"
---- - --- - --------;--------------------------------------------------------------------------------------
Plant Location(s): Frederick,Joplin
---------------------- --------------------------if ------------------------- -------------------------------
For slopes 2:12 up to but less than 21:12
NAILS
;' i-
i
Fastening Pattern: -_.___._.— __.._�--. a—6-7/8"
Nailing
: Area .- _-..._ - T
_
} 15-5
/8"
Butt Edge-
---------------------------------------------------------------------------------------------------------------
Forslopes equal to or greater than 21:12
NAILS
Fastening Pattern: Nailing
Area
Butt Edge .
Page 8 of 18
Table 3—Heritage
Dimensions: 13•'/'x 39-31e°
--------------- ----;- ----------------- - ----------------- --------------------- ----------------------
Plant t-ocat bn(s): Dallas,Frederick,Joplin,Phillipsburg
----------------------------------------- ------------ ------------------------------------------------------
or slopes between 2:12 up to but less than 21:12
MAIL-.ZONE
LrFJAAASZEtVERS GOtAt.76N BOND
Fastening Pattern:
l n
V] -
EXPOSURE 5-518"
1,. -12-1/2"- 12-3/8" -+- 12-112` l �*-�„
For slopes equal to or greater than 21:12
NAIL ZONE
FASTENERS COMMON BOND
Fastening Pattern; c
6-118' EXPOSURE.5-SIB"
i
Page 9 of 18
Table 4—Hefitage_ _---
---------------------- -------------------- --- ---- ------ --------------- --- --
Dimensions: J 13-'/7 x 39-318"
-----------------------;- ------------------------- ------- --------...---------- -----------------------------
Plant Location(s): Tuscaloosa
=-------------------------------------- -----------------------------------------------------------------------
For slopes between 2:12 up to but less than 21:12
1"-� �e-- 12-1/2" —+—12-3/8°—+-- 12-1/2"—�
PAINT PREFERRED FASTENER LOCATIONS
LINE`
a.
.._
ti TDG
��E OF
Fastening Pattern: ' CA1on
BOND
EXPOSURE
ACCEPTABLE 5 518"
FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
,►' 'COMMON BOND
' 1__' PREFERRED
FASTENER
—.LOCATION
' For slopes equal to or-greater than 21:12
NAIL ZONE.
FASTENERS COMMON BORID
Fastening Pattern:
EXPOSURE 5=S/8"
I '
1=►i fi-7-1/2'-s4-7-1/2`-►jb-7.3/8"-�}e-7-1/2'-�-7-1/2'-'1 �rt-1" �
Page 10 of 18
Table 5—Heritage Premium
Dimensions: 1VIV x 39-318"
------------------- - ----------- - -----------------------------------------------------------------------
Plant Location(s): Phillipsburg,Frederick
-------------------------------------------------------------------------------------------------------- ------
For slopes between 2:12 up to but less than 21:12
NAIL ZONE
FASTENERS COMMON BOND
Fastening Pattern:
6-1/8" EXPOSURE 5-5/8"
t
—� �-- 12-1/2" 12-3/8" —� — 12-1/2"—►, �--1"
-----------------=- - ------------------=-------=------=-----------------=-------------------------------
For slopes equal to or greater than 21:12
NAIL ZONE
FASTENERSCOMMON BOLD
Fastening Pattern:
G-1l8°
I EXPOSURE 5 5f8"
Table 6—Herita a Wood ate
Dimensions: 13 110 x 39-3/e"
Plant Location(s): Dallas,Frederick
----------------------------------------- -- ----- ----- -- --- -- ---------------------------------------------
For slopes of 2:12 up to but less than 21:12
NAIL ZONEf
FASTEMRS /COb11ri0tl BAND
Fastening Pattern: T
EXPOSURE 5.50
JL
e _ n " • "
1 1/2 -
2 12- 12 1/2'
1
3/8 1
---------------------------
------------------------------------------- ----------------------------------
For slopes equal to or greater than 21:12
NAIL ZONE/
ASTENFAsW-- COM.10N BOND
Fastening Pattern: F
6-ur EXPO RE 5 5S"
Y {
1-- -112-sl4-7-1R"-i -7-318" -1/2 A/2-�
Page 11 of 18
Table 7-Heritage Vintage
Dimensions: 17-112"x 40"
--------------- ------ --------- ---- ----------------------------- --------------- . ------------ -------
Plant Locetion(s): Phillipsburg
r
----------------------- ---------------------------------------------------------------------------------------
For slopes between 2:12 up to but less than 21:12
s
Fastening Pattern:
r
i -
.............. ..... .q�----------------------------------------------------------------------------------------- .
For slopes equal to or greater than 21:12
Wales V '
6 rastane^R _
Nail
Fastening Pattern: ; �" r ♦ �- l{/
f `
0 Etposure
T $ 1 s
p pp4,under each tab l`diameter asMall aahesis a cement,
Page 12 of 18
I
Table 8=Heritage Vintage 12 X 12 Hie and Ridge
Dimensions: 12'x 12"
------- -----------------------------------------------------------------------------------------------------
Plant Location(s): Phillipsburg
--------------------------------------------- ---------------------- - -- ---- - --- - ---------- --------
71
`�. Nails
12' •
Fastening Pattern:
5 1/2'
Exposure
Page 13 o118
Table 9—1'2-/4 X 12 Hip and Ridge
Dimensions: 12='/4"x 12"
----------------------------------------------------. ------------------------------------------------------- -
Plant Location(s): Frederick.Joplin
----------------------------------------------------------------------------------------------------------------
Mails -
1 in.� 1 in
Fastening Pattem:
5 118" 5 518"
Exposure
12" -
Page 14 Of 18
Table 10—Herita a iR
Dimensions: 13-'/.°x 3P/8"
----------------=------ .- ----. -- ------------------------------------------------------------------------
Plant Location(s): Joplin,Philipsburg
-------------------------=---------------
•------- ---=------'------------------------------------
-----------------
For slopes between 2:12 up to but less than 21:12
NAIL ZONE...
FASTENERS COMM014 BOND
Fastening Pattern:
6-1/8" Epo-S
uRE 5-5/8"'
124t "- -12-318"
I'I ` -------------
For slopes equal to or greater than 21:12
NAIL ZONE
FASTENERS COMMON BOND
Fastening Pattern:
Exlp�
SURE 5-518."
1='1 �-7-��z"-�e-7-i/2--�}.-7-3ta'-�-7•f/2-�;a-z-iJ?� -�+—�" - -
Page 15 of 1e
Table i i Heritage Hie and Ridge IR
®iMensions: 12-v-"x 12"
----------- -------------------------------------------------------------------------------------
Plant Location(s):- Joplin
------- --------- ------------------------
- --- ------------- ------- ---- ----- ------ ------ -------
Nails
Fastening Pattern: 12-'/d 0
1 ifl:
' b 1t8" 5 516"
Exposure
12°
Table 12 Heritage Mintage Starter .
s
N
Page 16 of 18
Table 13—Heritage Proline Titan X T
Dimensions: 13'/."x 39-3/8'
--------- ----- ----------------------------------------------------------------------------------------- -
Plant Location(s): Philipsburg and Frederick
----------=---------- -----------------------------------------------------------------------------------------
For slopes 2:12 up to but less than 21:12
'll� �•ur I--i2,3/s• I
1 Preferred Fastener Locations
94
D•-Nail Zone
1
5 5/6° Paint Lines Exposure
Fastening Pattem: 4
39-3/8• '
Acceptable Fastener Location
I
lk
•'4 '`Preferred Fastener Location
-----------------------t------- --------- - ------------------------------------------------------------------
For slopes equal to or greater than 21:12
16• { ic-
y Fir, 7-3/8°—+1 ��-- 8 1/2'
I Required Fastener Locations
I^
r
—Nail Lind
\
5t5/S• Paint Lines
Fastening Pattern: — s E;posure
39-3/8-
1
i
i
Required Fastener Location
Page 17 of 18
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U` Page 18 of 18