HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 4
,;'-•r r -.. SCIS H=o Log In User Registration Ibt Tapcs Subma Surcharge Stats&Facts Publicabcns ,FBC Staff SCIS Site Nap li:—' search
Businessr� '
Product Approval StU-r
a, '
�a.r�UIF:�I?cin
+ ,
yrorhx'r ntxnw:,t t•!cnti>5rrnirr„r kr.�;hr.-hr+n 5=ar:-!r> ,tt>Application Detail
FL#. FL1956-R12
Application Type Editorial Change
Code Version 2014
Application Status Approved
'Approved by DBPR.Approvals by DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
I
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kern eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri-eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency UL LLC
Validated By Robert J.M.Nieminen,PE
J Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
i
Equivalence of Product Standards
Certified By
i
Product Approval Method Method 1 Option A
1.
Date Submitted 09/17/2015
http://�v%v-%u.floridabui iding.org/pr/pr_app_dtl.asph?param=wGEVXQwtDds%2finGFoyT6... 3/23/2016
I
Florida Building Code Online Page 2 of 4
Date Validated 10/06/2015
Date Pending FBC Approval
Date Approved 10/09/2015
Summa of Products
FL# Model,Number Description
or Name
1956.1 1 Elite Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use In FLA 950 RI? C CAC FL 1956 R3 C CAC Tjmko,Seri,Conf FL 1956 2015aldf
HVHZ:No R.19S6 R12 C CAC UI. cf:rbrjcation 10-1-1 7-. .off
Approved'for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A F31956 RIZmoi?s Se,l El�tr Glass Seal_�pp, ipsl,.l4f
Other:Asphalt shingles Verified By;RobercNieminen 59166
shall be used only on roof Created by Independent Third Party.No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.2 Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in R12 C C C FL19S6 R1 I C CAC arnko Serti!CPnf FL.950 2035.w
HVHZ:No r'L_ 56 R12 C C4C UL ce_ Ptjfc itinn
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure;N/A x,956 R12 1.1_ s Seal Elite i , 5_<,E ; Foss
Other:Asphalt shingles Verified By:Robert Nieminen PE 59166
shalt be used only on roof Created by Independent Third Party No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party;
method of attachment.
1956.3 1 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in l(3�33_r2X r_.._GA _F� 9 .
HVHZ:No F i.95G=12 C t=A ill c-rttt jnn i0'1� 12"udf'
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018 i
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 Z12 II IMrAaae Q F J P anp lost pd
Other:Asphalt shingles F[.,19551s II_ia>ritag� F apt?inst.pQf
shalt be used only on roofX` I '� ;I Fjtag• T act i345pc1
slopes of 2:12 or greater. Verified By:Robert].M.Nieminen FL 59166
Nails must be used as the Created by Independent Third Party: No
method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.4 Heritage 30 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in f 3`2 R1y a_C?.0 FL135 Rid C CAC jBnka erv3,Conf�L�?5 tQ1`I;cif
HVHZ:No P-1956 R12 C CAC UL certificatirm 10.11-'t2.A r
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A EL1955 R; p et ��• �� ip t ao;+1, 10.ajt
Other:Asphalt shingles E1.1956 1j'?II hi rte a.3s,•r0 aQn in f rri IO:pdi
shall be used only on roof Verified By:Robert Nleminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party:No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.5 Heritage 50 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate _
Approved for use in f L�n55 Vii'r FI..29I 1_S !? _.:4.411'1I'. 4nf Fl,<'tu5ti,.ZOi; .gct
HVHZ:Noificaiion 10TI -._i2 P-if
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
i
Design Pressure:N/A FL1956_R12 H-horijage 50_aw irsi a'al. Mod
Other:Asphalt shingles FL1956 R12 II hentaoe. 50 ann insi f anal 10 rdf'
shall be used only on roof Verified By:RobertNieminen PE 59166
slopes of 2;12 or greater. Created by Independent Third Party:No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
i
http://w,Nv%v.floridabuilding.org/pr/pr`app_dtl.aspx?param=wC EVXQwtDds%2fmGFoyT6... 3/23/20`16
Florida Building Code Online Page 3 of 4
1956.6 Heritage Premium A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in Fi 9� 56 R3 _A+_1747,956 f31 z _CAC Taink4 Sgrv' as?f 171 5& 01 a.Rdf
HVHZ:No ELI 956 R12 C C/jG_UL.cnr[ificatiur i4_ll_k„2., f
Approved for use outside Quality Assurance Contract Expiration Dare
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A 171.1956 RA2 I ML itamigm q P 3Ga''inst.o F
Other:Asphalt shingles x"1.1956 R1} 11 Heritage Pmn„ium F_aoa +nst.odf
shall be used only on roof F 1256 R.2 4pnr age ?remiom T aoa injst.odf
slopes of 2:12 or greater. Verified By:Robert Nieminen 59166
Nails must be used as the Created by Independent Third Party:No
method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle. ^~
Limits of Use Certification Agency Certificate
Approved for use in9v Ry 1_tyG. _7s55 R7%�_GaG;i�nLLgSera,C�nf_F.i46_7Ca,S.aef'
HVHZ:NoF12�5r RT2 C v.=+'1c UL 01n-l-matLixK.�p�
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A F[.1955 R1? !T ,As+tr-ae \�ntaea tc +nst. , r
Other:Asphalt shingles Verified By:Robert J.M.Nieminen PE 59166
shall be used only on roof Created by Independent Third Party:No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by independent Third Party:
method of attachment.
1956.8 Heritage Vintage Hip and ridge shingles
12 X 12 Hip and
Ridge
Limits of Use _ Certification Agency Certificate
Approved for use in FLiU R1-2-G__A, FL,>°5h
HVHZ:No rLig56 R12 CAC UL shi e atrix,pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLi256 RI-1 ti TAMKoa Herrta naa"r* 17xLo arLcl Ridge: cniicu On �ntructior,$,UJf
Other:Asphalt shingles Verified By:Robert J.M.Nieminen PE 59166
shall be used only on roof Created by Independent Third Party:No
slopes of 2:12 or greater, Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.9 Heritage A dimensional asphalt shingle.
Woodgate
Limits of Use Certification Agency Certificate
Approved for use in fi-9._56—R112- t�C FL1956 R11 C r-AC Tpr r'o Sery Con£F(,!1 5 �Q1 y f
HVHZ:No rt_95r; Ri?. C. CAC M. certification 1 O 11-]2.adf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A PI-1956 Rl�,' fi Heritage Wa0deat,n_D apo inst.adr
Other:Asphalt shingles FL1956 R12 iI_Herlsace Woodoare Fero Inst. if
shall be used only on roof Verified By:Robert Nieminen 59166
slopes of 2:12 or greater. Created by Independent Third Party:No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.101Heritage XL A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in Et 19 6 fi} C !fi.0 F t956 1 _ CAC_iamt o 'ery_t on�EL'1956 15.pdf
HVHZ:No _fi 1955 Fc12 UL cerificaLan ?G_iL_kj
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A 171,1956 R12 Ti heritage xi ar)p int d Srll 10.adf
Other:Asphalt shingles FL1956 R12 j1 heritane xl apa inst f aeni IO.odf
shall be used only on roof Verified By:Robert Nieminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party: No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1956.11 Hip and Ridge Hip and ridge shingles~
Shingles
Limits of Use Certification Agency Certificate'
Approved for use In &t22C2 R1 6a�'?C FL79Sa RI1 C -.'AC_ Tamko Seryr Cant FL'195. 15,Mf
HVHZ:NO rL195Ei Fi1i _L +AL Ul_CurtrfiCa_CL�n_?4 7 7yp
http://w,%vNv.floridabuilding.org/pr/pr_app_dtI.aspx?param=xvGEVXQwtDgs%2 f-nGFoyT6... 3/23/201.6
Florida Building Code Online Page 4 of 4
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2016
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A EiY� Fa ssl....3.i__ .# �raG._tfS2..LtI.b�.3i .A_Gl
Other:Hip and Ridge EL1ya6 9LU 33__12 ,t1 _.Rjc�ge._�pl;cq�igo lm r i 0 -.ntif
shingles shall be used only FL1256 RU it 1-45,12 Hi9Ridue Seafinr l eb Itlustr is 3,��c'
on roof slopes of 2:12 or Fi,1:r56 121: li t¢Hi R1 qe araltant Cab IEttsstrat;nns.odr
greater.Nails must be used Verified By;Robert,Nieminen 59166
as the method of Created by Independent Third Party:No
attachment. Evaluation Reports
Created by Independent Third Party.
drier, rve:.t
cotact Us 1,440 FWrjh hb1p�Street.Tally 5.ae Ft,37W i?(g(7a:85Q-4d7-1
Tho State of Florida tsan AAIEEO empiover. i�cto7_ao13 Stzta of F{or sly.:;Pfiv y errant:;A cessitr!itvlc�temnnt:: t�ta tmd S atement
under Fiords law,email addrnssm are Mblic records.If you db not want your e-mail address released in response t0 a prablic•records recluest,do not Send
olm-trorae marl to this eraity.Irstead,contact the once by phone or by m4itiorW mad,if you have any questions,please contact 850.487.1395.'Pursuant to
Section 455,275(1),Florida Statutes,effecbvo October 1,2012,hconsees liceracd under Chapter 455,F.S.court*orde the Department with an email address if
they have one.The eanaifs provided may be used Cor official comminication with the licensee.fiowevar email amrvisses are public re o d.if you do not wish to
supply a personal address,Please prmide the Devertmeru with an mail address which Can be made available to the public.To determine if you are a licensee under
Chapter 455,F.5.,please click hle.
Product Approval Accepts: "
I �
I
http://Nvwty.flori dabuilditig.org/pr/pr_app_dti.aspx?parani=.%vGEVXQvvtDgs0/02 fm GFOYT6... 3/23/2016
■ & Application Instructions for
TAMKO HERiTAGW 30
BUii.DiNG PRODUCTS 16AMINATED ASPHALT SHINGLES
Dallas, TX •Tuscaloosa,AL• Phillipsburg, KS • Joplin, MO
i
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO,BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
i
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER,
i
IN COLD WEATHER(BELOW 40`9,CARE MIDST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT,It is-not necessary to remove the plastic strip from the back of the shingles.
1.HOOF BECK 3.FASTENERS
These shingles are for application to roof decks capable of receiving LIJIND_CAUTIQjI; Extreme wind'velocities can damage these
and retaining fasteners,and to inclines of not less than 2 in.per foot. shingles after application when proper sealing of the shingles
For roofs having pitches 2 in.per foot to less than i1 in,per foot,refer does not occur..This can especially be a problem if the shingles
to special Instructions titled"Low Slope Application".Shingles must are applied in cooler months or in areas on the roof that do not.
be applied properly.TAMKO assumes no responsibility for leaks or receive direct sunlight. These conditions may impede the sealing
defects resulting from improper application, or failure to properly of the adhesive strips omthe shingles.The inability to seal.down
prepare the surface to be roofed over, may be compounded by�roionged cold weather conditions.and/
NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is
dry and free from warped surfaces.It is recommended that metal recommended.To insure iri+mediate sealing,apply 4 quarter-sized
drip edges be installed at eaves and rakes. dabs of TAM-PRO Premium SBS Adhesive or TAMKO Tam-Seal
Adhesive on the back of the shingle I in.(25mm)and 13 in.(330n+m)
PLYWOOD:All plywood shall be exterior grade as defined by the in from each side and 1 in. (25mm) up from the bottom of the
Engineered Wood Association.Plywood shall be a minimum of 3/8 shingle.Press shingle firmly into the adhesive.For maximum wind
in.thickness and applied it)accordance with the recommendations resistance along rakes,cement shingles to the underlayment and
of the Engineered Wood Association. each other in a:4 in.(102mm)width of TAM-PRO SBS Adhesive or
$_hEATHJNG_ffiW Boards shall be well-seasoned tongue- TAMKO Tam-Seal Adhesive, Caution:Apply ONLY a thin uniform
and-groove boards and not over 6 in.nominal width.Boards shall layer of adhesive less than 1/8 in.(3mm)thick.Excessive amounts
be a 1 in. nominal-minimum thickness. Boards shall be properly can cause blistering of the,shingles and may soften the asphalt in
spaced and nailed. certain underlayments resulting in the asphalt flowing,dripping and
staining.Shingles must alsv be fasiened according to the fastening
2.UNTMATION instructions described below.
Inadequate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical to the performance
moisture in winter months and a build up of heat in the summer. of the shingle. If the fasteners are not placed as shown in the
These conditions can lead to: diagram and described below,this will result in the termination of
TAMKO's liabilities under the limited warranty.TAMKO will not be
t.Vapor Condensation responsible for damage to shingles caused by winds in excess of
2,Buckling of shingles due to deck movement. the applicable mph as stated In the limited warranty.See limited
warranty for details.
3.Rotting of woad members.
FASTEAtI1V(3 PATEEANSt Fasteners must be placed 6-1/8 in.from
4.Premature failure of roof, the bottom edge of the shingle,penetrating through the common
To insure adequate ventilation and circulation of air,place louvers bond,and located horizontally as follows:
of sufficient size high in the gable ends"and/or install continuous 1)Standard Fastening Pattern.(dor use on decks with slopes 2 in.
ridge and soffit vents. FHA minimum property standards require per foot to 21 in.per foot.)One fastener 1 in.back from each end
one square foot of net free ventilation area to each 150 square feet and one 13-112 in.back from each,end of the shingle for total of 4
of space to be vented,or one square foot per 300 square feet if a fasteners.(See standard fastening;pattern illustrated below),
vapor barrier is installed on the warm side of the ceiling or if at least
one half of the ventilation is provided near the ridge.If the ventilation STANDARD FASTENING PATTERN
openings are screened,the total area should be doubled. FASTENERS{� NAIL ZONE
i BOND
ITIS PARTICULARLY IMPORTANT TO PROVIDE 6-1/8"
ADEgy_A1TE,VENTILAT_LQN. nFjFEXPOSURE s-sra"
12-112"—+--12-3/8"—+f— 12-112"—► h-1"
{Contti+uedt
Central District 220 West 41h St., Joplin;MO 64801 800-641-4691
Visit Our Web Site at Northeast District 4500Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 230035th St., Tuscaloosa,AL 35401 i., 1800-228-2656
taiirikO.Com Southwest District 7910 S.Central Exp., Dallas,TX 75216" 800-443-1834
_A
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 1
(CONTINUED from page 1)
=TAKO HERMAN` 30
BUILDING PRODUCTS 16AMINATED ASPRA16T SHINGLES
Dallas, TX •Tuscaloosa, AL • Phillipsburg, KS.• Joplin, MO
2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of 1-114 in. far new construction and 1-112 in.for
greater than 2.1 in,per foot.).One fastener 1 in,back from each end reroofing thus allowing a minimum deck penetration of 3/4 in.The
and one fastener 8.1/2 in.back from each end and one fastener 16 crown of the staple must be parallel;to the length of the shingle.
in.back from each end for a total of 6 fasteners per shingle,(See The staple crown should be'ddven flush with the shingle surface.
Mansard and High Wind Fastening Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered
MANSARD AND HIGH WIND FASTENING PATTERN improperly applied,
FASTENERS- NAIL ZONE Property Driven Improperly Driven
COMMON iarlomwen evezaol ow.iev
�E20ND
643° 7� l[T
ExPOSURE 5-51e" Rit
2, ""`.
t�-s� )Sa.ilii.!.-;-tri•�+}a-;aa•-o(•-;-tri✓-•}.-;-irz°-�I h-y" . ,
3} High Wind Fastening Pattern. (For High Wind Application CA_U_Tfo.Nl ALL FASTENERS MUST QBE DRIVEN INTO THE NAIL
requirements)One'fasiener 1 in.back from each end,One fastener ZONE/COMMON BOND AS-SHOWN IN THE DIAGRAM ABOVE,
6-1/2 In.back from each end and one fastener 16 in.back from each 4.ONDER"ym"T
end fora total of six(6)fasteners per shingle.in addition to this shingle
fastening pattern requirement for High Wind Application,TAMKO - An RLAYMENF An underlayment consisting of asphalt saturated
also requires the use of the following TAMKO,products:TAMKO felt must be applied over the entire deck before the installation of
felts or underlayments;TAMKO Moisture Guard Plus underlayment TAMKO shingles.Failure to add underlayment can cause premature
at all eaves,rakes,and valleys;TAMKO or TAM7PRO cements and failure of the shingles which;is not covered by TAMKO's limited
coatings products where required;TAfAKO ventilation where required, warranty.Apply the felt when the de r;k is dry.On roof decks 4 in.
TAMKO starter shingles if available in area,and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each
shingles installed on all hips and ridges.Along rakes,cement shingles course of the felt over the lower course at least 2 in.Where ends
to-the under-Wment and each other in a 4 In.(102 mm)width of TAM- join, lap the felt = in. if left'.exposed. the•underlayment fell may
PRO SBS Adhesive or TAMKO Tam-Seal Adhesive.Also,see local be adversely affected by moisture and weathering. Laying'of the
building codes for proper nailing application.High Wind Application underlayment and tha shingle application must be done together
is offered on new construction.or complete tear-off applications only, 11
products which are acceptable for use as underlayment are:
It is not offered for recover applications,if High Wind Application
requirements are not'followed,the High Wind Application Warranty - TANIKO No.15 Asphalt Saturated Organic Felt
MPH, as stated on Table 1 in the Limited Warranty, reverts to the - Anon-perforated asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH limit,(See Mansard and ASTM:D226,Type i or ASTM D4869,.Type I
High Wind Fastening Pattern illustrated above.) - Any TAMKO non-pgrfgra!pd asphalt saturated organic felt
NAiLS:TAMKO recommends the.use of nails as the preferred method - TAMKO TW Metal and Tile Underiayment,TW Underlayment
of application. Standard type roofing nails should be used. Nail and Aloisture Guard Plus"(additional ventilation may be
shanks should be made of minimum 12 gauge wire,and a minimum required.Contact TAMKO's Technical Services Department
head diameter of 3i8 in.Nails should be long enough to penetrate for more informations)'
314 in,into the,roof deck.Where the deck is less than 3/4 in.thick, In areas where ice bullds uptalong the eaves or a back-up of water
the nails should be long enough to penetrate completely through from frozen or clogged gutters is a potcntial problem,TAMKO's
plywood decking and extend at feast 1/8 in.through the roof deck. Moisture Guard Plus'waterproofing dnderlayment(or any specialty
Drive nail head flush with the shingle surface: eaves flashing product) may,'be applied to eaves, rakes, ridges,
Proymty Driven
valleys, around cfiimneys, skylights,or dormers to help prevent
' rmpropurty Driven .
water damage. Contact TAMKO's Technical Services Department
SH'min 6iamettr unomtlttvrn cvnanwn erookre for more Information. .
AcPhat
sixa TAMKO does not recommend the use of any substitute products
X DO kny` as shingle underlayment.
dra;gnt.guoR pcmtratxi.., inautc�7uaro twtdmp.euro in> mwla S.APPI<iCATION INSTRUCTIONS .
stet talon wUh cT7nyW Gurtae0 pnrwitmiwt Elio nhlr�la encnenge
$TARTEf.CQURSE:A startercourse may consist of TAMKO Shingle.
If Starter,self-sealing 3-tab shingles orla 9 inch wide strip of mineral
STAPLES:h staples are used in the attaching process,follow the surface roll roofing..If self-seafing 3-tab shingles are used,remove
above instructions for placement.All staples must be driven with the exposed tab portion and install with the factory applied adhesive
pneumatic staplers.The staple must meet the following minimum adjacent to the eaves. Attach the starter course with approved
dimensional requirements.Staples must be made from a minimum fasteners along a line parallel to and 3 in,to 4 in.above the eaves
16 gauge galvanized-wire.Craven width most be at least 15116 In, edge.The starter course should overhang both the eaves and rake
(staple crown width is measured outside the legs).Leg length should edges 1/4 in.to 318 in.
(Continued)
Central District 220 West 4th SL, Joplin,MO 64801 800-641-4691 rvos
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35:01 600-22872656
taffftko.eom Southwest District 7910 S.Central Exp„ Dallas,TX'75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800=530.8868 2
I
3) (CONTiNUED from page 2)
[:TTAA:MK HERITAGE0.30
BUILDING PRODUCTS LAM,INATBD ASPHALT SHINGLES
Dallas, TX *Tuscaloosa, AL • Phillipsburg, KS'• Joplin, MO
SHIN LE APPLICATION:Start the first course with a full size shingle G.LOW SLOPE APPLICA99ON
and overhang the rake edge 1/4 in.Cut 10-3/8 in.from a full shingle On pitches 2.in.per toot to 4 in.,per foot cover the deck with two layers
to corm a shingle 29 in long:Use this to start the second course(sea of asphalt saturated felt.Begin by applying the telt in a 19 in.wide strip
diagram below).Cut a 23 in.longshingle to start the third course.Use along the eaves and overhanging the drip edge by 1/4 to 3/4 in,Place
the remaining 16-3/8 in.piece of shingle to start the fourth course and a fult36 in,wide sheet over the 19 in.Tide starter piece,completely
use the remaining 10-318 in.piece to begin the fifth course.Continue overlapping it.All succeeding cixirses will be positioned to overlap the
up the rake In as many rows as necessary using the same formula preceding course by 19 in.If winter temperatures average 25°For less,
as outlined above.The bull'of the shingle should be aligned with, thoroughly cement,the felts to'each other with TAM-PRO or TA101<0
the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. Plastic Roof Cement from eaves and rakes to a point of a least 241n,
exposure(see shingle application drawing illustrated on this panel). inside the interior wall line of the building,Asan alternative,TAMKO's
When you make your final cut at the roof's edge,flip any pieces that Moisture Guard Plus"self-adhering waterproofing underlayment may
are 8 In:or longer back onto the roof.These pieces can be worked be used in lieu of the cemented felts,
in anywhere without creating zippers or color variations.
K9T1E�0 o not align joints of shingle courses when working in cut 9.MANSARD ROOF OR STEEP SLOPE ROOF
pieces.Joints should be no closer than 4 in,from one another. If the slope exceeds 21 in.per fobt(60),each shingle must be sealed with
TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive immediately
upon installation.Spots of cement must be equivalent in size to a$,25
1 ! piece and applied to shingles with a 5-5/,B in.exposure,use 6 fasteners
iaara' per shingle.Sao Section 3 for the Mansard Fastening Pattern.
ns �. to-3ra� 8•REROOFING
Tepe
0Otm°', 1a" 29+' Before re-roofing,be certain to inspect the roof decks.All plywood
27 shall meet the requirements listed in Section 1.
9 Nail down or remove curled or broken shingles from the existing .
is ala° 23- roof.Replace all missing shingles with new ones to provide a smooth
base. Shingles that are buclrJed usuall•indicate warped decking
or protruding nails. Hammer',dotivn all protruding nails or remove
them and refasten In a new)6cation. Remove all drip edge metal
M cbune .
23^ yuam^) and replace with new.
flh course •t6�3l9" .
If re-roofing over an existin¢,roof where new flashing is required
a'°C°°"' to protect against ice dams(Ireezeith'aw cycle of avatar sandlot the
2nd Come 28ri i - backup of water in frozen or clogged gutters),remove the old roofing
:iica,nn f >u. a to a point at least 24 in. heyond the interior•.vail line and apply
10-3/W TAMKO's Moisture Guard Plus`waterproofing underlayment.Contact
-meTAMKO's Technical Services'Department for more information.
Measurements will vary when nesting over an existing 5 in.exposure
single roof:Call TAMKO Technical Services for further information.
't.-6`111.—OV-9w t,- nl.+ .K 9'2'
The nesting procedure described below is the preferred method for
reroofing over existing metric,size shingles with.a 5-5/8 in.exposure.
'y = See description below:
7,• ,�, `� -___� $ta_rter.Qp_t!%Remove the'tabs a4an additional portion from the
head of a full size shingle so that itsheight is equal to the exposure
of the existing shingles.Posiiion the resulting strip over the existing
, R roof edge(with the factory-applied adhesive strip along the eaves).
Cut approximately 6 in.from,the rake end and apply the remaining
portion at the eaves.Contlnue the starier strip by applying full length
shingle strips cut to height as above,evenly along the existing roof
r at the eaves.The existing roof should overhang the eaves far
�iln,l=ti: ae'aW 11.•>++oR enough to carry water off into the gutter.It this is not the case,
Mo cut and apply the starter strip so that it,will provide sufficient
overhang for proper drainage,
3r'"' `4t�'""'' °"'°'"""'°"`�'°*" First Co a Remove an amount from the butt edge of a full-size
,!:.1<sw;�«,,.,r>..:;,,.nu.nr �^a.,n.,<.trpr 4tCS g
�''°° '� n"" "" ""'^'�`' `°"»'_" shingle so that the remaining portion of the shingle fits between the
.;rsls0 rrM=.n-fr.mea+c�rv,
N�rEbo rot i+pnja:rrte of ahA+€pr awvansanon wws,irrgw butts of the existing third crse.This
ou
course must also be applied
Cul p4tten,Jeb+t�flla�4 be riaw ur,nan�-hom cm+ua+nic -
evenly along the eaves edge of the new starter strip.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 t i/at
Visit Our Web Site at Northeast District 4500 Tarnko Dr., Frederick.MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 B00-228-2656
ta!7 ko.COR1 Southwest District 7910 S.Central Exp.. Dallas,TX 75216 800-443-1834
Westem District 5300 East 43rd Ave.. Denver.CO 80216 80,
+0-530.8868
orida Building code Online _https://www.floridabuilding.org/pr/pr_appjd.aspx?param=wGEVX...
.a, �[
acts Home Log In riser Registration Hot ToplM Sabmt surcharge Stats&Facts Pubtkatbns FBC Stag; acts Size Map Links Search
i
Business, --•
Professional I i ProductUbk r °V� '
User
liie'et:M7Ydir," trodaci 5.?Rrovai Menu>P.jmgtz9 ai?tar t:gtb9.St`49 riP.P_5a21an LGt a APp➢c)tJon Derail
aFL FL16048-R3
Application Type Revision
Code version 2014
Application status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
(201)842=2449
david.ruin@tribuiltmaterlaisgroup.com
Authorized Signature David Ruiz.
david.ru'tz@tribuiltmateriaisgroup.com
Technical Representative David Ruiz
-Address/Phone/Email 25.0:Route-17.North
East Rutherford,N3 07073
(201)842-2449
da.vid.ruiz@tribuiltrhateiiaisgroup.com
Quality Assurance Representative
Address/Phone/Email
I
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By Sohn W.Knezevich,PE
i
Validation Checklist-Hardcopy Received f
Certificate of Independence FLi6048 R3 001,2015 01 COT Nieirinen,_dT
Referenced Standard and Year(of Standard) Standard yg�I
ASTM D1970 2009
ASTM G155 2005
FRSA/TR1 April 2012(04-12) 2012
TAS 103 1995
i
I of 2 5/24/2016 9:58 AM
,orida Building Code Online https://www.floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVX...,
Equivalence of Product Standards
Certified By
Sections from the Code
I
Product Approval Method Method 1 Option D
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Suritmacy.of:P------ is
_._. . —
FL# q Model,Number or Name Description
16048.1 W_ ;TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underiayments
Limits of Use Installation,Instructions
Approved for use.in HVHZ:No FL160g8 R3 II_201;5 10 FL -[R
TRI-
Approved for use outside HVHZ:Yes BUILT Uh1DERLAYMENT_S FL1BOr}8_R3_pgf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166'
=DesignrPressure: +N/A/=45 Created-by Independent-Third-Party:-Yes
Other:1.)The design pressure noted herein pertains to use i Evaluation Reports'
of foam-on the systems overtop the self-adheringLib04$ R3 Ar_2015 14 FFI,�I ER TRI=
undedayment for one particular application.See ER'Section `BU4T_UNDEn!AYMELdTS_F1 60?i5=Rj.p0f
5.6 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third�Party:Yes
Use.
pox C
taalacLus::L49QNo_rtsr�ontvc�ttetl.Sa�hassse-EL-37.,324 Ph9n&:_@S9�@723
The State of Florida is an WEED employer.�ORpffibL2.4.0.Z:.291}Sidj�oJ�lg�a,::Privacy Statement;:X61 tatement::
itrS Beh iiiL5totp-meot
Under Florida law,emal addresses are pub4c records..tf You do not want your e-mal address released In response to a pubo-records request,do not send electronic
mat to this entity.Instead,contact the ofte by phone or by traditional moo.H you have any questions,please contact B50.487.1395.-Pursuant to section
455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depar6tent with an eman address If they have
one.The emacs provided may be used for offtol communication with the licensee.However emal addressesare public record.tic you do not wish to supply a
personal address,please provide the Department with an emal address which can be made available to the pubis.To determine if you dre a licensee under Chapter
455,F.S.please click hetes.
Product�A�pproval Acoopts:
MRi-Al e_rtU
'ai
m
A
I
' I
>-of 2 5/24/2016:9:58 AM
EXTERIOR RESEARCH 8t DESIGN,.LLC.
Certificate of Authorization#9503
9 ERD 353 CHRISTIAN STREET,UNIT#13
9 OXFORD,CT'06478
PHONE:(203)262-9245
FAX:'(203)262.9243
EVALUATION REPORT
Allied Building Products.Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products FL16048-R3
9050 Louisiana Street Date of'Issuance:10/25/2012
Merrillville,IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida.The documentationsubmitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5`h Edition (2014)' Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance' Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,Jthe referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change., Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.'if the product
changes or the referenced Quality Assurance documentation changes. Trinityi ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle,
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done Irl its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by:
:..�'�•-.'',��i;��c:'moi• .
Robert J.M.Nieminen,P.E. �� eSF•' .... ~` The facsimile seal appearing was authorized byRobert Nieminen•
;•.Jbn,,,t„r•+ /08/2015.This does not serve as an ekctronicaU si netl
Florida Registration-No.59166,Florida DCA ANE1983 document.Signed,sealed hardcoPles have been transmitted to the
Product Approval Adminlstratorand to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest:in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it,evaluates.
-5., =Robert Nieminen,.P.E:.does not have,nor-will acquire.-a-Financial.interest in any company-manufacturing or distributing-products-for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen,P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically'for that purpose.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance
with the following sections of the Florida Building Code through testing in.accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard
Year
Physical Properties ASTM 01970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155' 2005
1507.3.3 Installation Practice FRSAITRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TA5103 1995
3. REFERENCES:
Entity -Examination ReferenceDate
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11-13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04,14-3 04/92/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/I0/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04110/2014
-ERD(TST6049) Physical Properties 'S43530.02.'1'4-r-R1 -05/14/2014
ERD(TST6049) Physical Properties 543530,05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
/4
1
ERD(TST6049) Physical Properties SC7645.02.15 02J23/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/2712015
UL,LLC,(QUA9625) Quality Control Multiple-Listing R16814 09/64/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
-4. 'PRowcrDESCRIPTION:
4.1 Self-Adhering Underlaymen
X
4.1.1 Iirj_�,-Built Sahcl-R 'Shingle Underlayment Is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
,S , .
modified bitumen roof underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,5BS modified
bitumen roof underlayment.
I LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityltRD nor Robert Nieminen, P.t. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
-Merlor Researchzand tiestgn,LLC. Evaluatian'ReportA42960;20.12=R3
cettificate plAuthork6tion 0503 - FLI6048-R3
Revision 3:10/0812025
Page 2 of 5
'
TRI NITY. ER~~
5.4 TRI-RU{LrRoof Undedayment maV be used with any prepared roof cover mheretheprodvct is specifically
referenced Within FBC approval documents. Ifnotlisted ansquest may bemade tnthe AH]for approval
-basedmn'this,Va\uation.combinedwithsupportingdatafbrthaprepared,nofrovermg.
5.5 Allowable roof covers applied app the unde,laymentsare asfollows:
TABLe 1: ROOF COVER OPTIONSUnderlayment Nall-On Tile Foam-On Tile Metal WoodShak!es Slate
Shinsles Shingles
Yes. No No No Yes Yes
Tri-Built SIA HT T Yes Yes -Yes Yes Yes Yes
Tri-Built Smooth HT S/A Yes No yes� Yes
Underlayment
S.5.1 "Foam-OnTile"k/limited touse ofthe hdlowing.Approvedtile gdhwsi �
ve� un� s,tens\eadhesion/ bnQ
term aging data from onaccredited testing laboratory isprovided. '
Tr,8oi|t-S/AHTTVUndedayment.with Skx~2-Cnmpnnent Roof Tile Adheoivp�AH'z6o(FLag]2)o,Dow
Ti|eBond�RowfTileAdhesine'(FL7l7)
5.6Allowable substrates are noted below:
5.6.1 :
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-BuiltSmooth HT5/A
Vndedaymentapplied to-
-Plywood;-ASTM--D41
r-PWwood;1\STM-Q41 primed plywood; OSB; ASTIVI D4zprimed OSB; A5Tm[Q41primed structural
concrete.
'
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT priming
the deck if the final roof cover Is not*slated for installation wuom 24 noun. Note: '�.'uuu/ requires
tongue-and-groove board decking he covered with plywood or 058prior to'installation of the se{f-
adhe,inQunderlayment.
S'6.2 :
Tri-Built S/AHTTVUndedavmentapplied to:
�
Dens��xhPrime;5ECUROCKGypsum-Fiber Roof Board.
:insulation shall lbeattached per
minimum requirements of the i�epred roof covering manufacturer' Product Approval. For installations
u^derfoo�n'omLUeay�em�|nsu�VmnauaommentsoauuedpoQneooyaquao �
n�opcsn|pn�esmm
vnunv
indoUedbnsedontesting ofiheinyvlation/"ouerlpyment-sVsn�
tejn'mrcordamce � Fyu�474,-Appendixo
or TAS 114,Appendix].
s.6.s Bond to Mechanically Attached.Base Layer: �
;�-'ASTIVInZ26.Type|orUfelt. �
For installations under mechanically attached prepared roof coverings, �ase layer shall'be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall beattached
per minimum requirements cdpRSA/7Ri8nd|2O12.(044-2).
�terlor'Researchand-nesigniLLC. Evam�nRepo rtx42960�.12-R3
��m��wA"�"a~�"w5m . `_____
Revision 110/08/2025
Page 3 vs
- ^
-- '
I R
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all-underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in.FRSA/TRI April 2012(04-12)and are used in foam-on tile'
applications. Maximum Design,Pressure,is.the,result.of Aesting-fot wind load -resistance-based on
allowable wind loads,and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of-safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
'Primer: (Optional)ASTM D41 ;
Underlayment: Tri-Built 5/A HTTU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R 5A Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment'shall not be left
exposed for longer than 30-days after installation
5.7.2. Tri-Built S/A HT TU Underlayment shall riot be left exposed for longer than 180-days after-installation.
6. INSTALLATION:
-6.11t 1-BUILT-=Roof-Underiayments shall be-installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2. Re-fasten any loose decking panels, and.check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application;and prime the substrate(if applicable);.
6.3 Tri-Suilt Sand-11 SA Shingle Underlayment,Tri-Built SIA HT TU-Underlayment or Tri-Built Smooth HT SIA
Underfavment•
_6.3.1 Shall-•be installed-In-compliance with-the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile app(ications:
While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out.approximately 10 ft of membrane•and peel back the first 3
ftof-release-film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible..
once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the nembrane into.place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course,below. All over-granule end-laps
shall be sealed using either heat-welding or hotair_Weldirig techniques. I
When installing'at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to,6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile,Applications(Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment.
_f?tt,[lor.,Research.and.Design,LLC Evaluation Report A42960.10:22-R3
eeNficateofAuthoihatlon1)9303 I F1.16048-R3
Revision 3;10/08/2015
i
Page 4 of 5
i
I
" I I ED:
7. BUILDING PERMIT REQUIREMENTS: ,
As required by the Building official or Authority Having Jurisdiction in order to properly evaluate;the'installation of
this.product.
8: MANUFACTURING.PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QAlrequirements.
9: QUALITY ASSURANCE ENTITY:
i
UL,LLC—QUA9625;(314)57$-3406;-k.chancellor@us.ui.com j
-END OF EVALUATION REPORT-
i
� I
I
i
I
t
I
Exterior Res'e'arch and Design,llC. Evaluation Report�A42960.10.12-R3
equjitate of authorltatfen'19503 i FL16048-R3
Revision 3:10/0$/2015
Page 5 of 5
i
i'