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HomeMy WebLinkAboutProduct Approval Asphalt Shingles11-14/2021 1:10(.la fluilding bode bniinl
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AddrrsyJ hone/Entail
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leciuiirr±l Represanliilivc±
Ad tl rt±:; s1 P h n n t±T Em a i l
Qu,Aly,Assilrance Representative
Adtli'ess/Pho lte;(Ema it
Category
SubcaLeg6ry
Compliance' Method
Evaluation Entity
Qualityltssurance Cntity
(2ualityAssurilnr:u,4ontrarl Frpirati�ri'Gatr±
Vllidated By
C'e-rtifirate nF1ndN,.p�,ncieni,e
PI 1 £i 155-R6
Revision
20,20
Approval
MpIroved by OBI)R. Approvals by NOR shall lie I'Lvietvi d and ratiflerl by
the POC .Intl/or the Commission it necessary.
TAMKO 111,116in0 Products LLC
PO 6t)X 07
Galena, KS 66739
(a t 7) 6211-66'4 ; . Est 2305
ke rrl_e'd'ed O tarnko. corn
Kerd Cden
kern, rlr;nt�lfamki,.conr
Kerri Eden
PO Box 1404
Joplin, NO 64802
(1,17) 1524-66,4l Ext,2315
kei rl . edenOtamko.con
Itoofincj
Asphalt 'Itingles
Evaluatian Report. from it Product kvaluatinn Entity
Lit. 11C
u t,Lc
1`1/,1 Q/2021
Robert Nientinen, PE, NEMO ETC, Lt.0
valkiation Cliect.list - Fiarcicopy Received
l'1 101!i5„�jjct Ct"7�, �t �IilllfliiCSt��� _115111!.�5. fSll!!lU!<1..� jnr ill2?nSLet�Ce,piif
Itaferencad Staodard Mind Year (of Standard) filati—Ciajr
AE TM D31`61
ASTM D3462
ASTMU D7150
Enuivaie0ci,, of Product Standards
Certified BY
Sections from the Code
Yr:ar
2016
20 p
2019
hlips.hwWwv- Oaf iildl';uilcllitll.orcl/prlpr ,app_diLastlx?lytlr(un=svGt VXC31v:hiluvosrilkir.G t�4trf13Mi'1'tuoll<Arat<ylArplltirv7pk�uKn.15 Q0,43ii%3d 112
1/14/2021
Florlds Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option C
11/20/2020
11/23/2020
11/24/2020
Fl. #
Model, Number or Name
Description
1835S.1
TAMKO Asphalt Shingles
ASTM D3462 asphalt shin
les and hip and ridge shingles
Limps of Use
Approved for use In HVHZI No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Installation Instructions
FL163SS R6 11 2020 11,
18 TAMKO UL ER2919-01.Odf
bird Party:
18 TAMKO 1 R2919"01.9d_f
Verified By: UL LLC
Created by Independent'
Evaluation Reports
FLIB355 R6 AE 2020 11
11acb rJnxl
Contact Us ;: 2ae1 slab Stone Read. Tallabassee Fl. 3z392 Phone: a5a•403
The State of Florida Is an AAJEED employes SQQyI(9ht 2007.2 13 stale of Models.:: Prlvecv Statement
Under Worlds law, emall addresses are public records. If you do not went your e-mail address released In response to
ma0 to this entity. Instead, contact the office by phone or by traditional mall If you have any questions, please canted
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmeat w
provided may be used for official communication with the licensee. However email addresses are public record. It you
provide the Department with an email address which can be made available to the public. To determine U you are a On
Product Approval Aceeptst
®610®ERINS
Credit Card
Safe'
h11ps:Nwww.goridabuilding
Ihgity Statement :; gpfund 5tatement
>ublic•racords request, do not send electronic
10.497.1395. *Pursuant to Section 455.275(1),
en small address If they have one. The emalls
not wish to supply a personal address, Please
an under Chapter 455, F S., please dick 11M.
212
UL Evaluation Report
UL ER2919-01
Issued.: May 211,2013
Revised: November 1. 8. 2020;
Visit LIL, LLC's Product WM database for the status ofift
UL Category.Code: ULEZ
CSI MasterFormat@
DIVISION:
07-00 00 —THERMAL AND MOISTURE
Sub-wlevel2:
073000—Steep %Slope Roofin'j
S071evel &
0731 00'$hIngIeP A-nd Sh'q,k6s
Sub-level4:
03113,—AspliaIt'S1419 Shingles'
. PS
COMPANY:
TAMKO. BUILDING PRODUCTS LLC
198'FOUR STATES, DRIVE
GALENA, KANSAS 66739
(417)624.6644
WWW.tamko,.com
1. SUBJECT: Asphalt. Shingles
ELITE GLASS -SEAL,
HERITAGE, HERITAGE- IR, HERITAGE
RITAGE.PREM.IU M, HERITAGE-WOODoATE, HERITAGE VINTAGE,
AND HERITAGE PROLINE TITAN XT
HERITAGE VINTAGE 12 X 12 HIP AND RIDGE, 11.1/41112 HIP AND RIIDG.E,.;AND.l 2-1/4112 HERITAGE
HIPAND RIDGE IR
HERITAGE VINTAGE STARTER
2.SCOPE 'OP,,EVALUATION
02018,2015,2 2012, and 20091nternalbnal Building Code'O OOP)
a 201 8, 2016,2012, and 2060 Intbrnatian6) Residenfial Coop 0:011C)
02020 Florida Building Code —,Building
R 2020 Florida Building Code —Residential
m lCa E$ 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 El08), Standard Test Methods for Fire Tests of Roof Coverings .
W 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)
■.,AST:M D3462, Standard Specification for Asphalt Shingles: Made from 'Glass Felt:and .Surfaced=with
Mineral Granules
6: UL°Subject2375 Issue No..2,.Outline:of.lnvestigabon for•Nip and Ridge Shingles 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 axlst;ng roofs.
5. PRODUCT DESCRIPTION
TAMKO asphalt shingles are roof covering materials complying with the ,allowing propwiles when.instalied
as described in this report. The products are three -tab shingles, ikiinated sning!es and hip ridge
shingles. i N
Fire Classification: TAMKO asphalt shingles covered under' this Report have been tested for fire
classification Class A in accordance with UL 790 (ASTM El08). Shingles. tested in accordancewith UL790
(ASTM E108) qualify for use under Section 1505.1 of the 2020 'Florida Building Code Building, IBC,
Section R902.1 of the IR.0 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 11507.2.7.1 of the 2012 and 2009 IBC
and 2020 Florida Building Code - Building, the exception to Section R906*2. .1 of the IRC, ar�o Section
R905.2.4 of 2020 Florida Building Code - Residential.
Shingles tested in accordance with ASTM D7158 are classified as Class. hl and .�wl:rj for uses. a<;atons
as shown in Table 1507.2.7.1 of the 2012, 2009 IBC and 2020 Fiorida Bu;:d.:::g CcdeTable
R905.2.4.1 of the 2012 and 2009 IRC, or Table R905.2.6.1 cf ".he 2G20 f=lalda S":Mirg Cbdd`- Resldeldia',
where the maximum basic wind speed is 150 Mph (67 m/s) c:, less vy:, h exposure category of B or C JASCE
7) and a maximum building height of 3G feat t.X,3' m;i be la acc�rCa„co:vii`_a� ac ;cn
15072.E of the 2018 IBC, 2020 Florida Buiidi7g Code - Builo�ng i o �wctior. 1507.2.7 of 20"6, 2012,
and 2009 IBC, or Section R905.2 of the IRC and _2020. Florida Bu.iol. g Code - Resident ai, as ap cable.
i
Page 2 of 19
2
P`42
q
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 2016, 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 end havebeads of thermal -tab sealing adhesive above the shingle butt
on the weather side. See Table 2 for product dimensions and manufacturing locations.
5.2 Lamipated Shingles — Heritage; Heritage IR, Heritage Premium, Heritage Woodgate, Heritage
Vintage; and Heritage ProlineTitan XT:
' 'Heritage,,Heritage IR, Heritage Premium, Heritage Woodgats, 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, Table4, 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'A X 12 Heritage Hip and Ridge IR:
Hip -and Ridge are prefabricated. hip,and ridge shingles available as 12 '/, X 12 Hip and Ridge and
'/. 12•X_;12 Heritage Hip and Ridge-IR. Heritage Vintage Hip and Ridge are prefabricated hip and
ridge shingles available as 12 X 12 Hip and Ridge. As an alternative,, Elite Glass -Seal shingles are
cut into three 12-% inch by 12-inch (305 mm by -305 . mm) hip and ridge shingles. See
Table 8 Table 5, 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,1607.2 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 man facturer's published installation instructions must be available at all times on the jobsite during
nstallatioh
Minimum roof slopes must be 2:12 (16.67% slope) for the three -tab shingles described under 5.1 of this
ReRort and for the laminated shingles described under 5.2 of this Report.
Page 3 of 19
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 1567.1.1 of the 2018 IBC; 2020 Florida Building Cade -
Building, and Section 1507.2.8 of the 20,15, 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 orone 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, end Section 1507 2 8 ofthe'2U15,
2012 and 2600 IBC' Section R905A. 1^ of the IRC,' and'2020 Fiorida'Building Code Residential,
as applicable.
In area's 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 Build;ng Cade B,rld,ngC1r,; 2012, and 2009 IBC or Section
R905. 2.7 of the 2018 IRC, 2020 Florida' Building Code ;: Residential, and Sactior! R905.16.4.12015
IRC, and Section :R905.2.7,1 of the.20 !9 and, 2009 SRC �s ap�Iicat"e.
.
6.2 Starter.8hingle
A starter course, as described rn Section7.4 o. iris Repo; , ;rx;;st oe 3itacitai to the°lava edge
using_ fasteners. des7cribed:in Section 5of t .'his Report, fdc ; d ! 4/ to 3.: �ches,(:�,8.? .tc 76.2 min)
from the eave edge and spaced 1` inch' (25.4 mfr) and 12; hObs (305 mm) from each end..: for,a
total of four fasteners per shingle. ;Startei`strips nwst aver"' °rg the o3vo and rake edSes kt e ;±
inch (6.4 to 19.1 mm) if no drip edge. flashing is present:. if `drip edge flashing is present, instai�i
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:"2.(,...6?`'/o tc l5"IG s!oPe;, eacr s ,jr.e mustbe
fastened to the roof deck using a minimum offo,. fas 3^ers','spaced as showa it Table 2.
For roof slopes equal to or greater than 21:12 "75,s opij); six fastevef6 ,r *-,st i;a used,
spaced as shown In Table 2.
Fasteners must be in a nail area betweer, aid -3JJ, rr:cr.us Trom'.tha: ' od of
the shingle.
Maximum exposure to the weather rust be 5-% Inch'"'130 mm).
In colder climates or wind regions where it !s questionable whether the :perms,; -sealing
adhesive will activate to seal the shingles, the shingles `can be hand. -seated. A 1-in diameter
(25.4 mm) spot of asphalt cement complying with A D4586, Typa 1, Class'I, should be
placed under the comer of eactr tab (twaspots per
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 (16.61% 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 B/s 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.
1:3.3 ". Laminated Shingles - Heritage Vintage:
For roof'siopes 2:12.up to but less than 21:12 (16.67% to 176% 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-'/2 inches (162 and 292 mm) above the butt edge of the
shingles.
fa Maxilnum.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 flashings must be in accordance with Sections 1503.2
an'd''i 507.2.8 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.
6.6 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 srde'of, the shingle, 5-1/2 inches•(140 mm) or
5% inches (143 mm) from the exposed'end, and 1 inch` (25114. mm) in from the edge as shown in
Tables 8 and 9. Fasteners must be.a'minimurn inch (6.4 min) longer than those. used in the field
of the roof, as specifed in Section 7.5,of this report. Th6' 12JK 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 12X 1,2 Hip,And Ridge prefebrieated hip and
rtdgeshingles 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; qPd of the, rid9e opposite the
direction of the prevailing wind
6.6 Reroofing ,
The existing asphalt shingle roof covering must be inspacte, in Farcordance jvrth the provisions and
limitafions`of Section 15'!0 of the I C,'Secfion 'ts11 of"thy,620,Pdrida Building Code.- Building,
Section R908.:1 of the IRC, or Section' 901:.1 of the 2026i tand'a.:3uild rig Code.-, Resitential, as
applicable.' k6r'to the reroofing, hip and rid9e cove,iti s,; ds;t he removed.
Except as,,noted rn this section, the'shingreg mutt bo InME01 d in accard.nce w ,, Sectrarr 6 3 and
6.5,of.this.Report I., is
,be of suffigl6h fe�tigftf fo �eNat�at3'% ...h (r9 l Mrnrit? d to the
sheathing, or through the sheathing'whero. the st eatl° "g s IQSs trZ�,n �d 1:1cn 13.1 Ztn) thick.
Flashing and;edging`mustcornply..wil: Section 6 os'rte2tti8.'�u 0�5
IB,C, and 2020 Florida Building Code Buifilrrig; Sectror�'"51�J.c 'o' !� 2012, and 20G9 tBC an
Sectk ri R908.6 of the 2018 and 20.15 IRC, 2020,FIorltfe,t UrlL,g Co,:a Res ab :and 11907,6
of the 2012,:and 2009.1RC, as applicable:
7. INSTALLATION MATERIALS
7.1 Sheathing:
The roof deck must be code -complying, minimum'' I inch tiaia (9:5 ;nm),41j)denor plywood'
complying with DOC PS-1; rated sleaihing.conplyrrg �Nih DCC P-2;.or seed sheathing rising
minimum nominally 1 by 6 lumber.
:
7.2 Underlayment:
Under the 113C ar IRC, underlay,nent m as} 4S i P�
D4869 Type .' ' :::� mum) or AS70 3'? �' Fs yue� , � o ,v, q �h�.:, ' _ t-:osida
Building Code'- Building, Section 'I6.7.2.3 c'of r,c 292C
Florida Building Code - Residential.
7.3 Self -adhering Polymer ffio :ifiad Is„ uf16,:, 51,�.
The self -adhering polymer modified bii efier, 6hde .Y .�4""Y."yalp. rkS11Y.,
7.4 Starter Shingles "
The starter coarse sh:ngle c.ons'.sis 01a)ther,. vte��4r,
TArAKO Perforated Starter, or a salt'-sealinp flee -tab shlhgie if seir ssd, r C �:,as d5 situ: Ies`are
used', remove the exposea tab po Jan and i astah With f ,Cidry,;a0-p led � as . ua1;a�:w : 24ae Davos.
I§
Heritage Vintage requires a i-leriiGgP v`rntagc� 3arie� s'�i±wrs f,N'� �q' iJ .b sL ar.E' over the
starter Course at the gave edge.
�i13 ti jG,.;
7.5 Fasteners:
Fasteners must be minimum No. 12.gage [0.105 inch'(2.7 mm)], %-inch diameter head (9.5 mm'),
galvanised, stainless` steel, atuminurn or copper corrosion -resistance nails:, "Fasteners must be of
suffic.iient.length to •penetrate,into. the sheathing 3/4-inch,(19.1 mm), or through the sheathing, where
the:sheath'ing is less,then 3hrinch: (1.9.1 mm) thick. Fasteners must.be compliant with ASTM F1667.
1.6 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 manufacturer's
published insfellation Instructions. In the:event of,a conflict between the installation instructions
and:this Report; this Report` governs:
8.2, The products are manufactured it the locations listed in Table-11 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 0L:Product iQTm database for.Prepare d Roof -Covering Materials (TFWZ). • '
9. SIJPIPORTINty EVIDENCE
9.1 Manufacturers -descriptive product literature, includirig installation instructions.
9:2- See UL-Product iQ71' database forthe 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).
9.21 "' UL test reports and Classification in accordance with ASTM D3462 for Prepared Roof -
Covering Materials, (TFWZ).
92i3 ULtest reports and Classification. in accordance with ASTM D7158, Class H for Prepared
Roof -Covering Materials (TQM).. .
924 UL test reports and Classifcation'in accordance with ASTM D3161, Class F Prepared
Roof -Covering Materials (TFWZ:
9.3 Quality Documentation Mac cordance with ICC-ES Acceptance Criteria for Quality Documentation,
AC10.
10.IDENTIifICATION
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/Classiflcation Mark arid the evaluation report number UL.ER2919-01. The validity of
this.Eyoluatipp,Report is contingent upon this Identification appearing on the package..
-. Page 7 of.19 -
11. USE OF,ULEVALUATION.REPORT
11.1 The approval of bwlld ng,prbducts, fnati9rials or systems is under.the responsibility of the appfcable
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 iQTM database.
Tahla 4 _ Unnufari ir�nn n. r;- YlnnsS '
LISTEE
LO,. i'{ 5�:
FAC'I�ORY ID
TAMKO BUILDING PRODUCTS LLC
lr1'I'0 S CEIV T _ D
+ DAL LAS TX 752,';,
45TAF
TAMKO BUILDING PRODUCTS LLC
ICKO MD2�DR
FREDERaU
,74 .
TAMKO BUILDING PRODUCTS LLC
601 NHIGH ST {
JOFLi'N PAC S4F_
TAMKO.BUILDING PRODUCTS LLC'
i5.J.$ iUVY183.:- ' , :I,
PHILLd!0SBURG 0 763
KAtJ I INDUSTRIAL PARK
TAMKO BUILDING PRODUCTS LLC
2300 WKST t ; i§ ti
T
TUSCALOOSA AL: 35401 .
Table 2 Elite Glass -Seal
Dimensions•' 12'/" x 360
- - ----- ------ ------------- -- ------------- - ------ -- ------- --------------------------------
Plant Location(s): i Frederick, Joplin
1
1.
---- -----------------------------.----------------------•------=-- -- - ---- --- - - - --------- --
For.slopes 2:12 up to but less than 21:12
NAILS
• �1r� � 1p�
Fastening. Pattern: Nail[n - &7�9 -• p�
g
Area ...,� --- - - ------ .................... ......................
_ _
5-5/8"
y
;
1
Butt Edge
.....................:.+---- - - -------------------- ----- -------------------
-.
For slopes equal to or greater than 21:12
1
NAILS
1
Fastening Pattern: i Nailing 6-7/8"
------------- •-
', 1 r ............._..._......c.. _...... .................... r_. 1....._.. _._»....._._.._
:.., x. Area
1 '
5-5/811
1
;
Butt Edge
I awe s — nernane
I
Dimensions: 13 %" x 397%"
- ---
----------------►------------- -------------------------- ------------------------------------
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: t
6-1/8" I EXPOSURE 5-510"
i 11 � � r •. r` O 11
i—sl h— 12-1/211
—k. 12-3/8II -►�+-- 12-+1� —►►� �a-1
a
---------------------•-- --------------------- For slo-,p-es e-q-u-a-1 t=o-:or-greal �,,--t-h--an.. .2.1--:-1-2------------------------
UML ZONE
FASTENEgS -=-��� COStal ON l OND
EXPOSURE 5.518"
I
I
1—►I �-7-112"-►f a- T-112"-•�-
Page 50 of -; 9
.:Table 4 — FI'eritaae
Dimensions: 13 %" X 39-3/e'
-------------------------- . ------ . -----------------------------------------------------------------
e
Plant Locatlon(s)- Tuscaloosa
------------------------ -----------------------------------------------=-----------------------------------------
For slopes 2:12 up to but less than 21:12
e
ill 12412" — +—12-3/8" —+-- 12-1/2" — al I•t-1"
PANT PREFERRED LOCATIONS
e
NAIL ZONE
Fastening Pattern:
s'1�"
�BOON
BONNDD
EXPOSURE
1
ACCEPTABLE
FASTENER LOFFCppAggTTTIEONN
'
ALONG EDLiE OF
COMMON BOND
PREFERRED
e
LOCATION
-------------- -=-=-.- -�-
---------------------------------------------------- ---------------------------------
For slopes equal to or greater than 21:12
e
NAIL ZONE
e
FASTENERS
COMMON BOND
Fastening Pattern:
— e
EXPOSURE "IS"
e
,
;
a
1'=-MI' �-7-1/2-�—T-1/2"-I►�— Z-3/8"-*-7-112"�-7-1/2"�
h--y"
-
Table 6--'Heritage Pre'mluin r
'93/"
Dimensions: t . 1 13'/"x3e
- - -- - -;---- - - - - ------------.---------------. ----- -- ----- --- ------ - - - -
Plant Location(s): Phillipsburg, Frederick
For slopes 2:12 up to but iess tha-n 21:12
HS wO�v ! FiksTENt= _.,, +7N BO �ra,:
�
Fastening
' • tening Pattern:
i„ �,_ Y2=���° �•'.= t�=dire'-;-�;�— �s�-�►� -=� °
----------------------- - '- - __
For sinp©s �q ial }�, �� rent Aar, " 2
FA TENEIR$v,F �
�.i4lC�GNs�
Fastening Pattern:
T•1r�- T !ra -a
-'�'� �!` "'I' . " . I` T 31B"-�k-•7;1�.". "Cl
Table f Ketit�awptwme rA h
t
Dimensions: `',
------------------------F--------------------••-- --. ---'i - ••----- ---
i�
x
Plant Location(s): ,
----------------------- ; Fir 1vp,m;>,i r )* •::fT tG'� lG.1 l�.t/.1�
(( r,
' 'bL-ed7 llr S t•, sr,y..,+A-Rda.M,w.•aJ..�aw0..:.Re 4°a�L7i-J,,
r Zri
l�
Fastening Pattern:
,t
------------------------4-------•--•-• --•._.---------•-----------..
For s opes egvcl t� ar yreati r tFrar, 21•:12
Fastening PaUvril:
�y4..r+m•:.l'4•a M.-;.y:.c;,au.lw4w.. .. "••",.'Y."' ,
4
1.
Y
Table — Herita a Vintage 12 X 12 Hip and Rfd e I
Dimensions; 12" x'.12" j
--------------------- ----- ------ --= .. M - -i -- ------
Plant Location(s): Phillipsburg. 1
,
,
,
,
P14S
12"
i
Fastening Pattern: ., t^:�� �' -�"
i;
5112„ .
Exposure
' f
' 12" �I
I.
a,'a 14 of 1 6
Table 9.-12-'/4 X 12`HID and Ridue
Dimensions: 12-Y4" x 12"
---------------------- -- ----------------_--------------------------------- . - .
- ------ -- -- ---
----------------------
Plant Location(s); : ; Frederick, Joplin
-------
A
1
;
1
1 '
• 1
e
e
Nails
1
;
1 till!— �1 tf1.
Fastening Pattern: ;
5 1/8" 5 5l81A
;
Exposure
oil
�2"
Table 10 — Heritane IR
Dimensions:
13-Y4" x 39-318" "
-=-------...------;......-----------.--- -
--------------
------------------------
Plant Location(s):
;-------------------------
Joplin, Philipsburg
-------------------------
-------------------- - -----
For
pes 2:12 up--- fo'but less than-- 21:12-----
l-o- -------
---- --- -
NAIL
FASTENERS COMMON
ZONE
BOND
Fastening Pattern:
Erop RE
5.5/8"
=
12-1/2"
12-3/8" �e— 12-1/2"—"I 1*i
'
°
for
__ _
lopes equal to or greater than21:12 1
'
NAIL
FASTENERS OMMON
ZONE
BOND
Fastening Pattern:
_
6-1/8"
EXPOSURE
6-5/8"
; 1 'I
I4-T-112"•-►�-T 'i/2'°-��f-
7-3/8"-��7-11?"�-t�!iF••:--i/�"•� �-1 °�
t
'16 of 1J
Table'11 Heritane Nip and Ridne IR
Dimensions: 12-" " x 12"
Plant Location(s): Joplin
e
------------- --------r-------- -- •_ ----------------- -- . ---------- ,----------------------------------
,
i• ,
i
;
,
,
;
Nails
Fastening Pattern:-,:'
e
I
e 9 In f
e
e
e
t ,
551811
Exposure
:
,
12"
Table 12 Heritage Vintage Starter
Table,'1.3 He Rage Proline. Titan XT '
Dimensonst 13 i/" x
Plant Location(s): Philipsburg and 1=rederlcic
--------- - ---- -- -
For s opes 2:12 up to but less -than 21:12
i1 i r
' � Rrefernnd F r�lener i or.atioir
Fastening Pattern + J.._i
t l.. r t. ��•3r>3
' r ,
,
ti
I
k
t
A , , i-'; At:c:rlll rhk rtrrtr,ncr i,rat;;tllnn � `.
a ,
�c
x.`" i'�rztorretl OsIlmr r L xat1 Nt-
i'
°-=----t- ----- - -- - '- -- - -
-hi ` Wes equal tc^ o,r gre'j°e uian
77
fiertuirod t i le rlrr 1 r:e tlrrla'
ruin[ Lill t,
Fastening Pattern: .j
I age 13 of 19
` I
' j
P r
Huh
V A�
r
�
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U ` Page 19 of.19 .