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FL1B3 55- R6
Revision
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
TAlvlKO Building Products LLC
PO Box 97
Galena, KS 66739
(477) 624-6644 Ext 230s
kerri eden@tamko.com
Kerri Eden
kerri-eden @tamko. com
Kerri Eden
PO Box 1404
loplin, MO 64802
(417) 624-6644 Ext 2305
kerri-eden @tamko. com
Roofing
Asphalt Shingles
Evaluation Report from a Product Evaluation Entity
UL LLC
UL LLC
tt/t8/2o2L
Robert Nieminen, PE, NEMO ETC, LLC
Validation Checkllst - Hardcopy Received
FL18355 R6 COI UL Standards of Business Conduct - Indepgldsrce'p{
Standard
ASTM D3161
ASTM D3462
ASTMD D7158
Year
2076
20 10
2019
,C b pf @'.**ir,.',tr"'"'
Procuct ADoroval l,1enu >
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Add ress/Phon e/ Ema il
Authorized Signature
Techn ical Representative
Ad d ress/Ph one/ Emai I
Quality Assurance Representative
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Category
Subcategory
Compliance lvlethod
Evaluation Entity
Quality Assurance EntitY
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Valldated By
Certificate of IndePendence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
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4 /l a ta^)1
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC APProval
Date Approved
of Products
FL#
18355.1 TAMKO Asphalt Shingles
i Limits of Use
i Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistantl N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
The State of Florida is an AAIEEO employef,
Florida Building Code Online
Method 1 Option C
Ltl20/2020
Lt/23/2020
Lt/24/2020
contact us ;; 2.0!-1-ELet-s!9-nr-8.9.0.d,-ral-c-h-es:eclt-32399 Phoner Bs0-487-1824
ASTM D3462 asphalt shingles and hip and ridge shingles
;; PIEgv-SLE!9.tre$ : : AslessiDi.ligv-slalcEed ; ; Befu.EdsEte-Ee-0!
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Model, Number or Name
i Instatlation lnstructionsi rlrg:ss no ll zozo rr rg taNlro uL enzgrg-or.pdf
i Verified By: UL LLC' Created by Independent Third Party:
I Evaluation Reports
i rlrs:ss no ne 2ozo tt ra tevro uL rR2gtg-or.pif
UL Evaluation Report
uL ER2919-01
lssued: May 21,2413
Revised: November 18, 2020
Visit UL, LLC's Product iQrM databesg for the status of this
ULCategoryCode: ULEZ
CSI MasterForma@
DIVISION: 07 OO OO - THERMAL AND MOISTURE
Sub-level 2= O7 30 00 - Steep Slope Roofing
Sub-level 3: 07 31 00 - Shingles and Shakes
SubJevel 4: OT 31 13 - Asphalt Shingles
GOMPANY:
TAMKO BUILDING PRODUCTS LLC
t98 FOUR STATES DRIVE
GALENA, KANSAS 66739
(417) 624-66M
www.tamko.com
1. SUBJECT: Asphalt Shingles
ELITE GLASS.SEAL,
HERITAGE, HERITAGE IR, HERITAGE PREMIUM,
AND HERITAGE PROLINE TITAN XT
HERITAGE WOODGATE, HERITAGE VINTAGE,
HERITAGE VINTAGE 12X12HIP AND RIDGE, 12.%X12HIP AND RIDGE, AND 12'%X {2 HERITAGE
HIP AND RIDGE IR
HERITAGE VINTAGE STARTER
2. SCOPE OF EVALUATION
I2018, 2015,2012, and 2009 lnternational Building Code @ (lBC)
.2018,2015,2012, and 2009 lntemational Residential Code @ (lRC)
.2020 Florida Building Code - Building
.2A20 Florida Building Code - Residential
r ICC ES Acceptance Criteria for Quality Documentation (AC10)
The products were evaluated for the following properties:
r Exterior Fire Exposure (ANSI/UL790, ASTM E108)
rWind Resistance (ASTM D3161;ASTM D7158
r Physical Properties (ASTM D3462)
r lmpact Resistance (ANSUUL 2218)
3. REFERENCED DOCUMENTS
r UL790 (ASTM E10B), Standard Test Methods for Fire Tests of Roof Coverings
r UL 221ti , Standard Test Methods for lmpact Resistance of Prepared Roof Covering Materials
r ASTM D3161 , Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-lnduced Method)
r ASTM DT1SB, Standard Test Method forWind Resistance of Asphalt Shingles (Uplift Force/Uplift
Resistance Method)r ASTM D3462, Standard Specification for Asphalt Shingles Made from Glass Felt and Surfaced with
Mineral Granulesr Ut- Subject 2375 lssue No. 2, Outline of lnvestigation for Hip and Ridge Shingles (UL Fire and Wind
Tests)r 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 DESGRIPTION
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 flre
ctassification Class A in accordance with UL790 (ASTM E108). Shingles tested in accordance with UL790
(ASTM E108) quatifo for use under Section 1505.1 of the 2020 Florida Building Code - Building, IBC'
bection R902.1 'of th-e 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
"*""[tion
to Section 1504.1.1 of the 2018 and 2015 IBC and Section 1507.2.7.1of the 2012 and 2009 IBC
ana)az1 Florida Building Code - Building, the exception to Section R905.2.4.1 of the lRC, and Section
R905.2.4 ot 202A Florida Building Code - Residential.
Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations
as s[otaln in Tabte 1sor.2.7.1 of the 2012, 2oog tBC and 2020 Florida Building code - Building, Table
R905.2.4.1 of the2012and 2009 tRC, orTable 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 neignt of 60 feet (18.3 m). lnstallation must be in accordance with Section
1507.2.6of the 2018 plC,iOZO?lorida Building Code - Building, and Section 1507.2.7 of hhe2015,2O12,
and 2009 lBC, or Section R90S.2 of the IRC and 2O2o Florida Building Code - Residential, as applicable.
Page 2 of 19
physical properties: TAMKO asphalt shingles co_vered lnqqt this Report have !e-e1 tested for physical
piop"rti"r in accordance with ASiM D3402: Shingles tegle! in accordance with ASTM D3462 qualify for
use under Section 1so7 .2.4 of the 2018 lBC, Section $A7 .2.5 of the 2015 , 2012, and 2009 lBC, Section
1so7.2.s of the 2020 Florida Buitding Code - Building, or Section R905.2.4 of the IRC and 2a2o Florida
Building Code - Residential. When installed on new construction in accordance with this report and the
TAMKI Building products LLC installation instructions, the shingles are a Class A. roof covering' When
tne iningles are"installed over existing roof coverings, the Glass A fire classification is maintained.
5.{ 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 ujpnult, and surfaceO on tne weather-exposed side with mineral granules. The
shingles are self-seaiing and have beads of thermal-tab sealing adhesive above the shingle butt
on 1ie weather side. SeL Table 2 for product dimensions and manufacturing locations-
i.Z Laminated Shingles - Heritage, Heritage lR, Heritage Premium, Heritage llYoodgate, Heritage
Vintage, and Heritage Proline Titan XT:
Heritage, Heritage lR, Heritage Premium, Heritage Woodgate, Heritage Vintage, and Heritage
proline Titan Xfshingles are-laminated shingles manufactured with a double layer of flberglass
mats coated with asp"halt on all sides, and surfaced on the weather-exposed side with mineral
granules. See Table 3, -1ry, Table 5, Table 6, Table 7, Table 10, and Table 13 for product
dimensions and manufacturing locations'
S.3 Hip & Ridge Shingles - 12r/+ X 12 Hip and Ridge, Heritage Vintage 12X12 Hip and Ridge,
12-Y4X 12 Heritage HiP and Ridge lR:
Hip and Ridge are prefabricated hip and ridge shingles available as 12-T, X 12 Hip and Ridge and
12-/ax12 Hbritag6 Hip and Ridge IR. Heri[age Vintage Hip and Ridge are.prefabricated hip and
ridge shingle" "riitrbt" as 12 X iz uip and Ridge. As an alternative, Elite Glass-Seal shingles are
cut into three 1Z-/o inch by tZ-inin (305 mm by 305 mm) hip and ridge shingles. See
:fable8, @, and Table 11 for product dimensions and manufacturing locations.
6.INSTALLAilON
TAMKO asphalt shingles must be installed in accordance with the applicable code, this report and the
manufacturer,s publis-hed installation instructions. The shingles must be installed in accordance with
Section 1sOT.z of the tBC and 2020 Florida Building Code - Building, or Section R905.2 of ihe IRC and
2020 Florida Building Code - Residential, as applicable, except as noted in this report.
The manufactureds 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 lce 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 Sectio ns 7.2 and 7.3 of this Report. Underlayment application
must be in accordance with Table 1507.1.1 of the 2018 lBC, 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 Seition 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, huo layers of the underlayment described in
Section 7.2or onelayer of the self-adhering polymer modified bitumen sheet in described in Section
7.3 of this Report aie required. Underlayment application must be in accordance with Section
ISOT .L 1 of the 201 8 lBC, 2OZO f loriOa euihing Code - Building, and Section 1507 .2.8 of the 201 5,
2012, and 2009 lBC, Section R905.1.1 of the lRC, and 2020 Florida Building Code - Residential,
as applicable.
ln 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
R90S.2.2 of the 2018 lRC, 2020 Florida Building Code - Residential, and Section R905.16.4.1 2015
lRC, and Section R905.2.7.1 of the2A12, and 20091RC, as applicable'
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-/zlo 3 inches (38.1 to 76.2 mm)
frorn-tne 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 lo to 3/"
inch (6.4 to 19.1 mm) if no drip edge flashing is present. lf drip edge flashing is present, install
shingies even with the drip edge or overhang the drip edge up to /ainch.
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 verticaljoints offset a minimum of 4 inches (102 mm) from adjacent
courses.
6.3.1 Three-Tab Shingles - Elite Glass€eal:
For roof slopes 2:12 up to but less than 21:12 (16.67% to 1750/" 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/s inches and 6-7ls inches from the butt edge of
the shingle.
Maximum exposure to the weather must be 5-/e inches ('130 mm)'
ln colder Climates or wind regions where it is questionable whether the thermal-sealing
adhesive will activate to seal thL shingles, the shingles can be hand-sealed' A 1-in diameter
(25.4 mm) spot of asphalt cement complying with ASTM D4586, Type l, Class l, should be
placed under the corner of each tab (two spots per tab)'
6.2
6.3
Page 4 of 19
6.4
6.g.2 Laminated Shingles - Heritage, Heritage lR, Heritage Premium, Heritage Woodgate,
and Heritage Proline XT:
For roof slopes 2:12 up to but less lhan 21:12 (16.67% to 175o/o slope), each shin_gle mus] b9
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 S'Ys inches (143 mm)'
ln 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) spotJof cement should be placed underthe exposed portion
oi 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 lhan 21:12 (16.67% lo 175o/o 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 (175o/o slope), nine fasteners must be used,
spaced as shown in Table 7.
Fasteners must be locaied 6 and 1'l-1l2 inches (152 and 292 mm) above the butt edge of the
shingles.
Maximum exposure to the weather must be 5 inches (127 mm)'
ln 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) spoti of cement should be placed under the exposed portion
oi the shingle, approximately 1 inch (127 mm) above the butt edge.
Valley Gonstruction and Other Flashing:
Valleys must consist of woven, open valley or closed-cut construction and must be flashed in
accoidrnce with section 1s0r.2.b.2 of the 2018 lBc, 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 2O2O
Floridaiuilding Code --iesidential. Other flashings must be in accordance with Sections 1503-2
and 1SO7 .2.a of ZOZO Florida Building Code - Building, 2018 lBC, Section 15OT .2.9 of the 2015,
2012, and2o09 tBC, or Section R904.2 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, andmust be fastened to the
roof deck using tw5 fasteners, one located on either side of the shingle, 5J/z inches (140 mm) or
S-% inches (1ia mm) from the exposed end, and 1 inch (25.4 mm) in from the edge as showl !1
Tables g 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-Ya x 12
Heritage nip anO Ridge lR prefabricated hip and ridge_shingles must be applied with a maximum
"*po*Ir"
oi *yrinchJs. i13'0 mm). Heritage vintage 12x12 Hip and Ridge_prefabricated hip and
ridge shingles must be installed with a maximum exposure of 5 inches (127 mm} Hip and ridge
shingles ,r" in"t tt"O 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 inspecled in accordance with the provisions and
timitations of Section 15i0 of the lBC, slction 1511 of the 2o2o Florida Building Code - Building,
section R90g.1 of the lRC, 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 lqst b9 installed in accordance with Section 6'3 and
6.5 of this Report. Fasteners must be df sufficient length to penetrate Y+^i.n9h (19,] mm) i1t9 tle
sheathing, oi-tnrough te sheathing where the,sheathing is less th?n .3/4_inch (19.1 mm) tftlc.t
Flashing ,no
"Jglnd
must comply *itft Section 6.4 and with Section1511.6 of the 2018 and 20'15
IBC and 202oFiori-da Building'iode - Building, Section 1510.6 of the 2o12, and 2009 IBC and
section R90g.6 of the 2018 and 2015 lRC, 2Or0 Florida Building code - Residential, and R907.6
ol the 2012, and 2009 lRC, as applicable'
7. INSTALLATION MATERIALS
7.1 Sheathing:
The roof deck must be code-complying, minimum 3/e-inch thick (9.5 mm), exterior plywood
complying with DOC pS-1; rated sfreitti-ng complying with DOC PS-2; or solid sheathing using
minimum nominallY 1 bY 6lumber'
7.2 UnderlaYment;
Under the IBC or lRC, underlayment must comply with ASTM D226, Type I (*niTgTJ'4SIlt"
D4869, fypel lminimumy or RSlvt D6757 as specifled in Section 15073.1 of the 2A2O Florida
Buitding Code - Building, Section 1507.2.3 of the IBC or Section R905.1.1 of the lRC, 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 1O-inch starter, TAMKO Shingle Starter,
TAMKO perforated Starter, or a self-sealing three-tab shingle. lf self-sealing three-tab shingles are
used, remove the exposed iab 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 musi be minimum No. 12 gage [0.105 inch (2.7 mm)], %-inch diameter head (9.5 mm),
galvanized, stainless steel, aluminu,',ioi copper corrosion-resistance nails. Fasteners must be of
iufficient length to penetraie into the sheathing 3/a-inch (19.1 mm), or through the sheathing, where
the sheathing i= t""" than 3/a-inch (19.1 mm)thick. Fasteners must be compliant with ASTM F1667 '
7.6 Asphalt Gement:
Asphalt cement must comply with ASTM D4586, Type l, Class l'
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 liiteO in Section 2 of this Report, subject to the following conditions:
g.1 Materials and methods of installation shall comply with this Report and the manufacturer's
published installation instructions. ln the event of a conflict between the installation instructions
and this Report, this Report governs.
g.2 The products are manufactured at the locations listed in ',,, ' , of this Reporl 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 '.' '.. ,',,,,,: .., -'., .,'.,,,: ,:-, for Prepared Roof-Covering Materials (TFWZ)'
9. SUPPORTING EVIDENCE
g.1 Manufacturer's descriptive product literature, including installation instructions.
g.2 See UL : :t , ' ., : .-. for ihe following:
g.2.1 UL test reports and Classification in accordance with ANSI/UL 790, Class A and UL
Subject 2375for Roof-Covering Materials ( ' ,, )'
g.2.2 UL test reports and Classification in accordance with ASTM D3462 for Prepared Roof-
Covering Materials ( '.-'. )'
g.Z.j UL test reports and Classification in accordance with ASTM D7158, Class H for Prepared
Roof-Covering Materials ( .- '-1.)'
g.2.4 UL test reports and Classification in accordance with ASTM D3161, Class F Prepared
Roof-Covering Materials (. , 't,)'
g.3 euality Documentation in accordance with ICC-ES Acceptance Criteria for Quality Documentation,
AC1O.
10. IDENTIFICATION
TAMKO asphalt shingles described in this Evaluation Report are identified by a marking on each package
bearing the report n;tOets name (TAMKO Building Products LLC), the plant identification, the product
name, the UL Listing/Classification Mark and the eviluation 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 't .',, ,,, '. '. ' ., -
Locations1-Man
LISTEE LOCATION FACTORY ID
TAMKO BUILDING PRODUCTS LLC 7910 S CENTRAL EXPY
DALLAS TX75216 D
TAMKO BUILDING PRODUCTS LLC 45OO TAMKO DR
FREDERICK MD 21704 F
TAMKO BUILDING PRODUCTS LLC 601 N HIGH ST
JOPLIN MO 64801
J
TAMKO BUILDING PRODUCTS LLC 1598 HWY 183
PHILLIPSBURG KS 67661
P
TAMKO BUILDING PRODUCTS LLC
KAUL INDUSTRIAL PARK
23OO 35TH ST
TUSCALOOSA AL 35401
T
Page B of 19
- Elite Glass-Seal
Dimensions: I 12-/i'x36"
Plant Location(s): i Frederick, JoPlin
for stopes 2:12 up to but less than 21:12
Fastening Pattern:N.:ilirtg
Arra
*uU fdge
For slopes equal to or greater lhan 21:12
Fastening Pattern:Nailirtg
Arra
Butt Edge
-'----'--'-----'- ----:-'
1
I
I
I
I6-7i8'
I I u-,,u
ItT
Page I of 19
fj-7.,'s'
i-jl,'8"
Table 3 - Heritage
Dimensions:13-%" x 39-3/a"
Plant Location(s):Dallas, Frederick, Joplin, Phillipsburg
F;;6pi,; i\i n; io bll-rd$f iaii 2i:11
l.,lAlL zrlt'.1!
{.li}tf:l,!rJf"l 3 {)i,l [j
Fastening Pattern:
;b-
q-F 1p-tiz' {*-:z-sj*' +- 1z-1re -{ l.-1
F; a6p& ;A Gi iit -oi dA i;t-{n;;' 11 :i i
tiAiL Z(-l.ltE
[:r:ir.1l,]{lri E i.}l,l ti
Fastening Pattern:
EliFi.r*(LJFE i-$.'+
{}z-vt*p ;-#"*f 7-srs.{r- z-112"-r.[e-z-ria' { F-l "
Page 10 of 19
Dimensions: I
Plant Location(s): I
13-1/+" x 39-3/a"
Tuscaloosa
-----------l--------_------i For slopes 2:12 up to but less than 21:12
,'t F- 12-7/2" --*J-- 12-3/8'-+-- 12-{#'J ]<-1"
PAINT
astening Pattern:6-t/8"J
ACCEPTABLE
FASTENER LOCATION
DO NOT FASTEN
ALONC EDGE OF
COM[,.1ON BOND
PREFERRED
FA$TENER
LOCATION
ri,ilIrop;; ;ir uii tii -oi
ireitei iMn 2 ii,
|iAit Z(-ii'lE
(.; (]f.'l illilI1 B (.iii t)
Fastening Pattern:EXrai!irJFE 5-5'r
PHEFEFRED FASTENEB LOCATIONS
Page 1 "l of 19
Table 5 - Heritage Premium ,
Plant Location(s):Phillipsburg, Fredertck
-' F; ;k;iei i1i ii to bui-resa thAn ii,1i
r.lAlL zrlt.l:
{.1{.}t,lt,1r}l..,1 3 t]r'i l)
Fastening Pattern:
t_{ f- rz-r,z f r2-3is +- 12-1'2 -{ l.-1
r'iArL Z(:il'lE
[]{:ir,l !,,1ii1,.1 B r.:tfi t)
Fastening Pattern:
EXPiI$tlFE 5-ir'5
i-*l F?"rr'{i*-i;rf*F z-#e"*td-7-112"-+f+z-re'-rl l*-l "
13-%" x 39-3/a"
Dallas, Frederick
IiAIL ZOHE
I.{ON BONB
Fastening Pattern:
NAIL ZOi'{E/
COldFvlON SOND
Fastening Pattern:
E.XPOSUHE 5 18'
,*l l* ,,e*l*r-,t'*l*-=r*l* ',r+-,,r*l l'-'
iT;arrrl, I I rxPo$nEs6tr
ll ,
Page 12 of 19
N-T B
i Fbiiiop6i eqriii tii oigibiGi tiii-zi,iz
Table 6 - Heritage Woodgale ,
Plant Location(s): I
i Foi a6p ei 2:1i ui io rui teis than 21:12
Table 7 - Heritage Vintage
Dimensions:17-112" x 40"
Plant Location(s): i PhilliPsburg
i Foi iropbs i:1'z'ii to-nut resi irran ii:1i
Fastening Pattern:
F-to:,,r.-l l..-,ou,.'--i
For slopes equal to or greater lhan 21:12
--r
6"
t_j_ I
Fastening Pattern:
.i-
6"
It
Aply ur# B€h ffi l' dhrneter c$fidt dEisE cernefit
Page 13 of 19
Table 8 - Heritage Vintage 12 X 12 Hip and Ridge
l-
I
I
5 1t2"
12" x 12"
Phillipsburg
T-
I
I
12"l_l115"[r
Plant Location(s):
Fastening Pattern:
--
Page 14 of 19
- Nails
5" ---r.
'.l-
a
-J,
I
Table 9 - 12-TnX 12 HiP and Ridge ,,
Dimensions: I
12:/+" x 12"
I
Plant Location(s): !
Frederick, Joplin
Fastening Pattern:
_-r Naits _-
F--t
--'--\-l
T,*.f I
5 5IS'
t
1'"T_
I
5 1r8"
Expsure
Page 15 of 19
Dimensions: i 13-Y+" x 39-3/s"
t----------
Plant Location(s): ; Joplin, Philipsburg
Ii roi drripe! 2:iz ,li, io oiri reii ih;; i4:.1,
ItAtL ri.jn:
i.liitill.ltll,l I L.lli i)
Fastening Pattern:
;-t I.
12-1i?" f r2-3i8" +- 12-ta -+l l'-1'
t;AlL z(]l"iE
{:;(") r.l l,l ilri E (:}li []
Fastening Pattern:
EX.Fi)+qtJFE 5-! ri
1 3 '' Fi-t hF 7-'i /2'-rF- 7-svs"-{+ 7-rra"-+fr-r-rn'-+{ l*-r "
FASTENERS
Table 10 - Heritage lR
Page 16 of '19
roi "srbpeJ bqri trj oi siruialeitiiiizl :1 z
Tahle 1'1 Heritage Hip and Ridge lR -
Dimensions: I 12-%" x 12"
Plant Location(s):
Fastening Pattern:i _- :
- Nails
--'-'nrt'
a
,.1_
I T
I
5 5/8"
aJ,,
I
Teble 13 Heritage Vintage Starter
Page 17 ot 19
I
-l
I--l
Proline Titan XT
13-Yc" x 39-3/a"
Philipsburg and Frederick
*l1i-12-U7-7t24/e'ffi-
1
I
+
Fastening Pattern:
(Yl' I
-6.-
lP$lli
Acceptable Fastener Location
Prefe rred Faste ne r Location
r
I
I
I
+>
3T-rbt>
1,6il
r-16'--j i.---16"+'i*a-u7-, i+7-3/B' +i ,* a-U,"---ni'iiillt'i*
Fastening Pattern:
Page 18 of 19
Dimensions:
Plant Location(s):
i For slopes equal to or greater than 21:12
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Paqe 19 of 19