HomeMy WebLinkAboutProduct Approval Florida BuildingiCode Online Page 1 of 4
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Business ,': !-:�
°,Product Approval
Profess ib'na I ��Y JUSER:PutN;cU;er
Rrbtyur. A0, ht>Application Detail
F L# FL1956-1112
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.
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Comments
Archived
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Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerri Eden
kerri_eden@tamko.com
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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
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Certification Agency UL LLC
Validated By Robert 3.M.Nieininen,PE
validation Checklist-Hardcopy Received
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Referenced Standard and Year(of Standard) St d Vcar
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
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Product Approval Method Method 1 Option A
Date Submitted 09/17/2015
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Florida Building.Code Online Page 2 of 4
Date Validated 10/06/2015
Date,Pending FBC Approval
Date Approved 10/09/2015
'Summary of Products
FFL# Model,Number Description
or Name
1956.1 Elite Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use In Eb3. 5$ R12 C 2C FL 1956 RI1 C CAC 7amko Sort C_M FL 3950 -)fjLxir
HVHZ:No PL1956 Rl' C CA( VL cert+ficician 10'11-1?�df
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FG�k; t Glass Shgi ti1itF Glasef =gp nsl,pdf
Other:Asphalt shingles Verified By:Robert Nieminen 59166
shall be used oniylon 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 T A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1955 R12 C CAC FL+956 g,, C CAC T7mko Sen Cnnf FL I955 ?015 >E fif
HVHZ:NoFl.a9S5 Rig C C4C UL_cesttficotiog 10-111?.Pt1`
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:NLA Installation Instructions
Design Pressure:N/A9 P 3" ti�jt mss e,I Huta.-ia4s ca
Other:Asphalt shingles Verified By:Robert 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.
1956.3 1 HeritageAy� A dimensional asphalt shingle. T�
Limits of Use Certification Agency Certificate
Approved for use in EI1��._3:_�i Sf.�fM�45 _g1 C Cu ;_Tarljka_�4rr Cos1FL 1��6_i � F
HVHZ:No F a5 R1'� C C AC VL c.rtlf+ .mon 1Q 2,CTtit:
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A i' R 12 I I H°eJic� a_t�_F J P aoo Ln
Other:Asphalt shingles rU_K R12 11 H?riLaga F;IpP__nst.pgf
shall be used only on roofx�+ 1li FLeag1_�op�rndf
slopes of 2:12 or greater. Verified By:Robert J.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:
1956A Heritage 30 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in r56 RI __r�A.C_Fr�15 iS g1__� CAS T mk�Serf Cora( L 1 56 Q15.po1
HVHZ:No PL3?? _ } C rAC Uk_c=r ificatien 10-.11-1�.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 30 �Rn +"fit april t0.t7ctf
Other:Asphalt shinglesE3,195ta X12 it heritage_ati_apf st-F am- i0_pof
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:
1956.5 Heritage 50 A dimensional asphalt shingle, _
Limits of Use Certification Agency Certificate
Approved for use in �L. S6 R12 C_taC F1.19f& X11 -_g Tamko Ser✓Cg4, €_195?i 2Q15,iZdf
HVHZ:No F1- 5fi R}Z CAC�Jt_Fn.if+ca�ion.__0-�i-z?,pyi(
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A 81256 R12 II heri[aai 5R aPa +r:sk a&+f10 act
Other:Asphalt shingles FL1956 R12 11 herirane. 50 aninet f anril 10,111
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:
http://-vvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgs%2fmGFoyT6... 3/23/2016
Florida Building I
Online Page 3 of 4
1956.6 I'Heritage Premium A dimensional asphalt shingle,
Limits of Use Certification Agency Certificate
Approved for use in FL 56_R12 C�gC�t x, 56 P. 1 C S C m.�pS-, f-y_Conf FL!951.1 201 Ij.p
HVHZ:NO Fs19�6_F? 2 C C4C_UL_C?rrlfGCatign ]g,.tS_•,1pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLt956R1? tl„_Finrit ge Premium D r_�_inst.ndf
Other:Asphalt shingles FL1956 R..'. II HeritagePremiurn F aon Inst -(Lll
shall be used only on roof �t 125t Rk II la6lagPr iurn T aao inst.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 I Heritage Vintage A heavy weight dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
'Approved for use in ;LJ9. .i 2CZ - EL) -G R11 _Cla�T amkg parr Genf Ft_]moo ?i;j.5,gdP
HVHZ:No E"95r Ft12 C CAC UL.- .i gt rnatrlx;.iF)jf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
.Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 R ? ii riarliaoe Vintage ae4 inst,pgj
;Other:Asphalt shingles Verified By:Robert 1.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 &ULK_P-1 C CAC F7.L955__R,11_.�CA _yarrrk. Sery onf Fl I�SCza Sar(
HVHZ:No ma[rix�prlf
';Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
;Design Pressure:N/A FL1956 R12 11 TAtgKQjE: He�agetw 12 x 12 H,g_and Ridge .Aonl1_c2j*p nstrvctiQn, d
Other:Asphalt shingles Verified By:Robert J.M,Nieminen PE 59166
shall be used only on roof Created by Independent Third Patty: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.
I I Woodgate
Limits of Use Certification Agency Certificate
:Approved for use in FLI9. 6 R1Z_i
Florida Building Code Online Page 4 of 4
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
DesignPressure:N/A E.i �..��'?t>.2..?z4-Z--N$2k11q- UQr-,P=
Other:Hip and Ridge r!_5,.± I;i_t«=_-f_ t_�<'_L'•_i.2_Rt4C3_. FdJ�tCu�l.40.f�stl�r�tL •a� I
shingles shall be used only -I.I 5t' r{1l[) ,2_r.<;X12 NiAR.'tdc�e S a Dab Tilt'su-atium.pdF
on roof slopes of 2:12 or FFLI956 F.12 11 T?',l'HiciRicitle re3lant Dab I!IUgtr3ilons.pd
greater.Nails must be used Verified By:Robert Mieminen 59166
as the method of Created by Independent Third Party:No
attachment. Evaluation Reports
Created by Independent Third Party:
f9xfi`, tie..!
rnnta 1c:: 4L_iQ-rqh Moggq street.DJl*tas&=f1—n 99 P,Lip�ne:850.487.5824
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The State of Merida is.an AA/EEO employer.0;,pyn-QM 2007-2013 St IQ pf Florida _:SYsi5Y.5. L'=:;lu�eblity 5tmarrient.::Refund Statemem
Under Flonda law,email addrosses are public records.If you do not want your email address releasod in response to d public-records recjur_„t,do not send
electronic mail to this ernity.Ins4ead,contact the office by Mone or by traditional mail,If you have any questions,please contact 650.487,1395,'Pursuant to
Secs ion 455.275(l)'Florida Statim,effective October 1,2012,licensees license!under Chapter 455,F.S:must provide the Department with an email address if
j they have one,The entails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a pe nsonal address,Please provide the Detortmertwith an email address which cin be made available to the public,To determine if you are a licensee under
Chapter 455,F.S.,please dick here..
product Approval Accepts-
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ht.tp://m"%,.flofidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 3/23/2016
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Application instructions for
=.TAIMK4 HERITAGW 30
BU16DiNG PRODiICTS LAMINATED ASPHALT SHINGLES
Dallas,TX •Tuscaloosa, AL• Phillipsburg, KS . Joplin, MO
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.
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THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER(BELOW 4WF),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
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IMPO�LANT H Is not necessary to remove the plastic strip from the back of the shingles.
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1..130flF BECK 3.(FASTENERS
These shingles are for application to roof decks capable of receiving LIiIJND^CA—AU fit: Extreme wind velocities can damage these
and retaining fasteners,and to inclines of not less than in.per foot, shingles after application when proper sealing of the shingles
For roofs having pitches 2 in.per foot to less than 4 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 on the shingles.The inability to seal down
prepare the stir tace to be roofed over. may be compounded by prolonged cold weather conditions and/
ILElfit RROOF DEQK CONSTi3UCTLON: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 immediate sealing,apply 4 quarter-sized
drip edges be in at eaves and rakes. dabs of TAM-PRO*Premium SBS Adhesive or TAMKO Tam-Seal
I Adhesive on the back of the shingle 1 in.(25mm)and 13 in.(330mm)
LPLYWOOD:All plywood shall be.extenor 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 in accordance with the recommendations resistance along rakes,cement shingles to the underlayment and
of the Engineered Wood Association. each other in a 4 in.(102rnm)width of TAM-PRO SBS Adhesive or
SHEQTHJ.tWC_QARDS 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 shalllayer 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 also be fastened according to the fastening
3.VEN7`MAT1®N instructions described below.
Inadequate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical to the performance
moisture In wrrjter months and a buildup 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
1.VaIpor 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
3.Rotting of wood members, warranty for details.
4.Premature failure of roof. FASTENIt�t3 PATTERN$;Fasteners must be placed 6-1/8 in.from
the bottom edge of the shingle, penetrating through the common
bond,and located horizontally as follows:
To insure adequate ventilation and circulation of air,place louvers
of sufficient size high in the gable ends and/or install continuous 1)Standard Fastening Pattern.(For 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 foo of net free ventilation area to each 150 square feet and one 13-1/2 in.back from each end of the shingle for a total of 4
of space to be yented,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 ZONA
_ COMMON
- BOND
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VTNTILATION, EXPOSURES-5!8'
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1 - 12-1/2"--+-12-3/8"- - 12-1/2"--+ �--1"
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 +ur)s
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa.AL '35401 800-228-2656
tamkol.com Southwest District 7910 S.Central Exp.. Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver.CO 80216 800-530-8868 1
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=TAIMN
(CONTINUED from page 1)
Kt� mERITAGE" 3®
BUILDING PR®DUCTS 16A1MINATED ASPHALT 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. for new construction and 1-112 in. for
greater than 21 in.per foot.)One.fastener 1 in,back from each end. reroofing thus allowing a minimum deck penetration of 314 in.The
and one fastenarr 8-112 in,hack 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 driven flush with the shingle surface.
Mansard and Hjgh Wind Fastening Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered
MANSARD AND HIGH WIND FASTENING PATTERN improperly applied.
NAIL ZONE Property Driven Improperly Driven
FASTENERS— COMMON
t6K.1LK11Nt'l1 Ot't'RITVI:It C100:100
--w— BOND I.W'+!
FEXPOSURE 5-541"
AspfiDll
sh:tWltTs
t°-oi.N-�•tia`*}.-�-ire•-.}.-y-a�•-`}.-�-ia�-►?.T-trz^-�I h--t' ,�,�.
3) High Wind Fastening Pattern. (For High Wind Application -CAU_TLCft ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
requirements)One fastener 1 in.back from each end,One fastener ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE.
8-112 In.back from each end and one fastener 16 in.back from each 9.®ATDIaR4AYME�1'I°
end for a total ofsix(6)fasteners per shingle.In addition to this shingle
fastening pattern requirement for High Wind Application,TAMKO0_6BLAYMENT;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 underiayments;TAMKO Moisture Guard Plus underlayment TAMKO shingles.Failure to add underlayment can cause premature
at all eaves,rakes,and valleys;TAMKO or TAM-PRO cements and failure of the.shingles which is not covered by TAMKO's limited
coatings produi tswhererequired;TAMKOventilation where required, warranty.Apply the felt:when the deck is dry.On roof decks 4 in,
TAMKO starter shingles if availzblein area,and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each
shingles installetl 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 underlayment and each other in a 4 in.(102 mm)width of TAM- join, lap the fell 4 in. if left exposed, the underlayment felt may
PRO SBS Adhqlsive 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 the shingle application must be done together,
is offered an rhea construction or complete tear-off applications only. 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 - TAMKO No.15 Asphalt Saturated Organic Felt
MPH, as stated on Table I in the Limited Warranty, reverts to the - A 0QrtperforPL@dd asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH limit,(See Mansard and ASTM:D226,Type I or ASTfv1 D4869,Type 1.
High Wind Fast'ning Patten illustrated above.) - Any TAMKO non-perforated asphalt saturated organic felt
R1AIW5;TAMKO recommends the use of nails as the preferred method - TAMKO TW Metal and Tile Ulidertayment,TW Underlaymenl
of application,(Standard type roofing nails should be used. Nail and Moisture 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 3/8 in.Nails should be Ion enough to for more information.)
g g penetrate
314 in.into the roof deck Where the deck is less than 314 in,thick, In areas whereice builds up along 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 potential problem, TAMKO's
plywood decking and extend at least 118 in.through the roof deck, Moisture Guard Plus`waterproofing underlayment(or any specialty
Drive nail head flush with the shingle surface. eaves flashing product) may be applied to eaves. rakes, ridges,.
prc�wiy CJ"n k"'.0wron— valleys, around chimneys, skylights or dormers to help prevent
water damage, Contact TAMKO's Technical Services Department
(�/1Sm:n elaznetrr wtamilrlren cwer¢,Wen crpnAeo for more information.
AlphWX
f '
TAMKO does not recommend the use of any substitute products
DK-3 as shingle undedaymenl.
•1� ��'�.ITS nominN ' '
I l o�n. n~M wnn .w° nneaqua,e
S.APPLICATION INSTRUCTIONS
STARTER CO_U,R_SE;A starter course may consist of TAMKO Shingle.
Starter,self-sealing 3-tab shingles or a 9 inch wide strip of mineral
STAPLES:If staples are used in the attaching process,follow the surface roll roofing.If self-sealing 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.Crown.width must be at least 15/16 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 3/8 in.
(Continued)
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Central District 220 West 4th St., Joplin.MO 64801 800-641-4691 r uo3
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko com Southwest District 7910 S.Central Eyp., Dallas,TX 75216 800-443-1834
Westem District 5300 East 43rd Ave., Denver.CO 60216 800-530.8868 2
/
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(CONTINUED from page 2)
MTA:MK0J HERITAGE® 30
BUILDING PRODUCT S LAMINATED ASPHALT SHINGLES
Dallas, TX • Tuscaloosa, AL ! Phillipsburg, KS • Joplin, MO
SHINGLE APPLICl�TION:Start the firsf course with a full size shingle G.6OW S6OPE APPLICATION
and overhang the rake edge 114 in,Cut 10-3/6 in.from a full shingle On pitches 2 in,per foot to 4 in.,per foot cover the deck with two layers
to form a shingle 29 in.long.Use this to start the second course(see of asphalt saturated felt.Begin by applying the felt in a 19 in.wide strip
diagram below);Cut a 23 in.long shingle to start the third course.Use along the eaves and overhanging the drip edge by 114 to 3/4 in,Place
the remaining 16-3/8 in.piece of shingle to start the fourth course and a full 36 in,wide sheet over the 19 in.wide starter piece,completely
use the remaining 10-3/8 in.piece to begin the fifth course.Continue overlapping it.Ali succeeding courses will be positioned to cveriap the
Up the rake in as many rows as necessary using the same formula
preceding coots.,Q
by 19 in.If winter temperatures average 25'F or less,
as outlined above.The butt of the shingle should be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO
the top edge of"the sawtooth of the underlying.shingie for a 5-5/8 in.
Plastic Rooi Cement from eaves and rakes to a point of a least-.4 in,
exposure(see shingle application drawing illustrated on this panel), inside the interior wall line of the building.As an alternative,TAMKO's
When you make your final cut at the roof's edge,flip any pieces that Moisture Guard Plus self-adhering waterproofing underfayment 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.
ftil4J9,Do not align joints of shingle courses when working in cut 7'MANSARD ROOF OR STEEP S6OPE ROOF
pieces.Joints should be no closer than 4 in,from one another. If the slope exceeds 21 tn.per foot(ti0),each shingle mast be seated with
TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive immediately
upon installation.Spots of cement must be equivalent in size to a$.25
t piece and apptied to shingles with a 5-5/B in.exposure;use 6 fasteners
10-318" per shingle.See.Section 3 for the Mansard Fastening Pattern.
I f S.,RE-BOOFiNG
repeat i 10-wa
°piwu.s 163/8 Before re-roofing,be certain to Inspect the roof decks,All plywood
shall meet the requirements listed in Section 1.
i 2 , Nail down or remove curled or broken shingles from the existing
is ra° 23• roof-Replace all missing shinglesvith new ones to provide a smooth
rake °u base. Shingles that are buckled usually indicate warped decking
10-3/8' base.
Drotruding nails. Hammer down all protruding nails or remove
Sib COU
them and refasten in a new location. Remove all drip edge metal
23 16.wa"J and replace with new.
41h[purse q(fr3B"
If re-roofing over an existing roof where new flashing is required
araepnrse �.- 23" to protect against Ice dams(freezelthaw cycle of water and/or the
z w
course 28 29" backup of water in frozen or clogged,gutters),remove the old roofing
,sr course r ,Ful i to a point at least 24 in. beyond the interior wall line and apply
aero_._d 10_=1 TAMKO's Moisture Guard Plan°waterproofing underlayment.Contact
TAMKO's Technical Services Depariment for more information.
Measurements will vary whan nesting over an existing 5 in.exposure
single roof:Call TAMKO Technical Services for further information.
Cc1 v�Ga:suee stu�a r.r..a:.•:9'a-a a f0�'3'
1.L,ti,,cl esacw a nim W m, ,.; The nesting rocedure described below is the referred method ler
tole-ta:cx,. i -. 9 P P
reroofing overexisting metric size shingles with a 5-5/8 in.exposure.
See description below;
Starter Goufse:Remove the tabs and an additional portion from the
head of a full size shingle so that its height is equal to the exposure
of the existing shingles.Position the resulting strip over the existing
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.Continue the starter strip by applying full length
shingle strips cut to height as above,evenly along the existing roof
2F"9'r rgre.-aiam x<'•u SJ W ytr:s.c{la
at the eaves.The existing roof should overhang the eaves far
enough to carry water off into the gutter.If this is not the case,
99 yG:Gen}un.,l'Jl••l:R[i�ifl3 M+1?.fd9 4"n
M T•,:: v,.. cut and apply the starter strip so that it will provide sufficient
overhang for proper drainage.
3,
'
FiCst C.,S;:uipe.;Remove an amount from the butt edge of a foil-size
"'""'"""'""'"��r"'"`d" ^"°"'"d"K°°• �" shingle so that the remaining portion of the shingle fits between the
NOTE 0. butts of the existing third course.This course must also be applied
Cud rftC J.W.Shoved r9,M tloaer flan 4-hum elr.enotRGr.
evenly along the.eaves edge of the new starter strip.
(Continued
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 tt10St
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamku.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave.. Denver,CO 80216 800-530-8868
an
(CONTINUED from page 3)
MTA:AMK® HERITAGEO 30
BU16DiNG IsRAD®CTG LAMINATED ASPHALT SHINGLES
Dallas, TX ®Tuscaloosa,AL 9 Phillipsburg, KS • Joplin, MO
Second and S I cceediyr ems: Remove 10-3/8 in. from the FOR FELT ERNATE VALLEY APPLICATION METHODS, PLEASE
rake end of the!first shingle in.the.second course, and continue CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT.
with full width shingles for the remainder of the course, placing
the top edge of leach new shingle against the.butt edge of the old L�hv�ntds
shingle in the course above.This method should create an exposure
p of"&-ram.rEcctwa
of 5-5/8 in. after the first course.When beginning e succeeding thding G.dPkA 50 U. 1 r"""I
m nsa t;s rm,ocrrq ..�' ori
0 ANkyu
courses continue to follow the Heritage application instructions. extra rn x
See section 5).
Ensftn t ah ngtes
waaT•.s �� rwrr.n.sFan
%;r4 c-cn:2^aa
\ } * /.•
� ' � � � -'�,� � "191!4�•YC t f ilAS � �
Drip edea
c-n Gca7x ct
.�`tt s�• .�Df edge 0W vertca siwo .cctx �k
rrt nwcy un...nr,3 one rncmg
Wtv Shin 10"_
1 .,1
5 5/a`exposure 10.HIP AND HIOGE FASTENING DETAIL
Apply the shingles with a 5 in.exposure beginning at the bottom
l !+` of the hip or from the end of the ridge opposite the direction of the
9.VALLEY APPLICATION prevailing winds.Secure each shingle with one fastener on each side.
1 5-1/2 in..back from the exposed end and 1 In.up from the edge.
Over the shingle underlayment,center a minimum 36 in,wide sheet TAMKO recommends the use of TAMKO Hip 8 Ridge shingle
of TAMKO Nail-Fast",",Moisture Guard Plus"or a minimum 50 lb.roll products.Where matching colors are available,it is acceptable to
roofing in then only. ail the
felt only where necessary to hold if in use TAMKO's`Eiite Glass-Seal shingles cut down to 12 in.pieces.
place and then only Haft the outside edges.
V_APORTANT:PRIOR TO INSTALLATION WARM SHINGLES TO Fasteners should be 1/4 in.longer than the one used for shingles
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE
SHINGLESTO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
After valley flashing is in place: BENDING SHINGLE IN COLD WEATHER.
Apply the first course of shingles along the eaves of one of the Direction of prevailing wind
intersectiohh roof planes and across the valley.
T Start 6•exposure
Note:For proper flowof teeter over the trimmed shingle,always here--
t
start apply�ng the shinglos an the roof piano that-has the lower f �-•':
slope or less height. n �`,ro i,-:Fastener
• Extend the end shingle at least 12 in.onto the adjoining roof. i h start
I
Apply succeeding courses in the same manner,extending them """ here ,4 exposure
across thewalley and onto the adjoining roof,
• Press the shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION
•
Use nonnaishingle fastening methods. INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES
Note:No fastener should be within 6 in.of the valley centerline, NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
and two fasteners should be placed at the end of each shingle DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
crossing the valley. MANUFACTURER'S INSTRUCTIONS.
• To the adjoining roof plane;apply one row of shingles vertically
facing the iralley and 2 in.back from the valley centerline.
Note: TAhtKO:R,,Mcivurp Guam M3�vj.Nail Fas0o,TAM.PROs)and F?eriagev are registered
.Far a neater_installation, snap a chalkline over the traaenwrits of WAK0 Building Products,Inc.
shingles for guidance.
� lntarmation uicluded m these oppiicattor.4istructictts was current at time of{x:neng.To
• To complete the valley,apply shingles on the adjoining roof obtam a cc py or the,mast current version of these appi zaticm irsaructions,visill us onlmv
plane by positioning the tip of the first shingle of each row at at tamko.com or call us at 800-641-4691-
the 2 in.point from the centerline where the edge of the vertical
shingle has been applied,covering the vertical shingle.
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 silos
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamk®.COM Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4
arida Building ode Online „https:llwww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX...
SCIS'llorm log In User RegWratbn Hot fipts Submt Surcharge Stats d Fads pubacations FBC Staff 13CIS Ste Hap Unks Search
Business/,, ,
Professioria[ Product Approval
USER:Pubic User
ilC�4}it,�:Spt1;I�w��1i f�rl��
Pt1&4—uR.CPp1o.Yal-Fler3y,>prodtI.ppltl'ca-tk?n 5e„r0>gprlka�yn_LS.>AppYmtbn Chetah
I
, < FL# 'FL16048-R3
Application Type Revision
Code Version 2014
Application Status Approved
z
Comments
Archived
i
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Emall 9050 Louisiana Street
Merrillville, IN 46410
(201)842-2449
david.rulz@tribuiltmaterialsgroup.com
I
Authorized Signature David Ruiz
idavid.ruiz@tribuiltmateriaisgroup.com
;Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,NJ 07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup•com
1 Quality Assurance Representative
Address/Phone/Email
C
F
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation.Report
Florida License PE-59166
I Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL 6048 R3QI 2015 01 COI Al�emrnen.pdE
t Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
i
ASTM G155 2005
FRSAITRI April 2012(04-12) 2012
TAS 103 1995
I
I of 2 5/24/2016 9:58 AM
,odda Building Code Online https://www.floiidabuilding.org/pr/pr_app dd.aspx?param=wGEVX...
Equivalence of Product Standards
Certified By
Sections from the Code
I
Product Approval Method Method 1 Option D
I
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Summary of Products
FL# ;Model,Number or Name Description
',16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof undedayments
Limits of use Installation Instructions
Approved for use In HVHZ:No FL16048 R3 II 2015 30 FINAL ER TRI-
Approved for use outside HVHta Yes !BUILT UNDERLAYMENTS pLl 048-R3,pdP
Impact Resistant:N/A ; Verified By: Robert Nieminen PE 59166
itDesign Pressure:+N/A/-45 ' Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use Evaluation Reports
of foam-on the systems overtop the self-adhering FL AL R3 AE 2015 1 FINAL ER TRI-
1!underlayment for one particular application.See.ER Section i BUILT UNDDRLAYMENTS F116048-R3,pUf
5.6 for details.2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes i
1;1Use.
� cad !tel
rgnlact_UE::1940 North Moamp 5L=L_Rfthasspe FL 3239Q P18 mL8SD_4A7_1W
the State of Florida Is an AA/EEO employer.CgpyEpht 2007-2013-Sta1e_of Fbnda.::hkasy Statement::A4CCSSIZIRY-:ddCCII!£[tt::94fllItd�`SBIefnCnt
Under Florida law,emal addresses are public records.it you do not want your a-mal address released In response to a puhtle-records request,do not send electronic
mal to this entity.Instead,contact the of a by phone or by trad4bnal mal.r you have any questions,please contact 850.487.1395.-Pursuant to Section
455.175(t),Florida Statutes,effective October 1,2012,lienees licensed under Chapter 455,F.S.must provide the Department wth an email address r they have
one.The emals provided may be used for official communication with the licensee.However emal addresses are public record.if you do not wish to supply a
personal address,please provide the Department with an emal address whidi can be made available to the public.1b determine If you are a licensee under Chapter
455,F.S.,please dick 11€10..
Product Approval Accepts:
L�1® clad
vruril�•.:;of)..
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2 of 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH 8c DESIGN,I.I.C.
Certificate of Authorization#9503
' � ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPDRT
Allied Building Products.Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products F1.16048-R3
9050 Louisiana Street Date of Issuance:30/25/2012
Merrillville,IN 46410 Revision 3: 10/08/202S
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 documentation submitted 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 5th Edition (2014) Florida Building Code
sections noted herein.
I
DESCRIPTION: TRI-BUILT Roof Underlayments
I
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,the 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. Trinityl 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 I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in 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:
Robert J.M.Nieminen,P.E. The facsimlksealappearn8was authorized byRobert Neminen.
•,, ,,,,i;,,+++ P.E.on 10/08/2015.This does not serve as an clectronicaltystitned
Florida Registration No.59166,Florida DCA ANE1983 document.signed,seated hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD 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 isnot owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. 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. I
5, This is a building code evaluation. Neither TrinitvlERD 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.
I
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:
f
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.45.1;1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507:3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.3 Physical Properties TAS 103 1995
3. REFERENCES:
Entitv Examination Reference Date
ERD(TSTV 9) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6649). Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6649) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST(5049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6649) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT!DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 �l�r@i tI Sid-R SA S in Un er ayment is aself-adhering, glass-mat reinforced, sand surfaced, 565
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,SBS modified
bitumen roof underlayment.
S. LIMRATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, 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.
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.
I
Exterior Reseaich and Design,LLG Evaluation Report A42960.10.22-R3
CeWfkate of Authorization 09503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OP7loNs
Underlayment asphalt Nall-On Tile Foam-On Tile Metal Wood Shakes Slate
Shingles &Shingles
Taj ur_ $ nd_R Shang_p Yes No No No Yes Yes
er ym_eA
Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT 5/A Yes No No Yes Yes Yes
Underlayment
5.5.1 I "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion /long
j term aging data from an accredited testing laboratory is provided.
y Tri-Built S/A HT TU Underlayment with 31VITM 2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBondTM"Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
I
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
`r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
'r Dens Deck Prime;SECU ROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on the systems,insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
i> ASTM D226,Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached
j per minimum requirements of FRSA/TRI April 2012(04-12).
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Exterior Research and Design,U.C. Evaluation Report A42960.10.12-113
Cert!/trete of AuthodwOon 09503 F116048-0
Revision 3:10/08/2015
Page 3 of 5
TRINITY ER®
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 the 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 the
applications. Maximum Design Pressure is the result of testing for 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 S/A HT TU Underlayment,self-adhered.
5.7 !Exposure Limitations:
5.7.1 Tri-Built Sand-R SA 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 not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 !TRI-BUILT Roof Underlayments 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
Ito remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 !Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Trl-Built Smooth HT S/A
Underlayment:
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 applications:
lWhile 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
ft of 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 membrane 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 hot air welding techniques.
'W en 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 HTTU Underlayment 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 tile slippage and/or damage to the
underlayment.
Exterior Research and Design,LLC Evaluation Report A42960.10.12-113
Cergfkate of Authoritarlon 09503
F1.16048-113
Revision 3:10/08/201S
Page 4 of S
T $ ER®
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
S. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
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Exterior Research and Design,LLC- Evaluation Report A42960.10.12-R3
CerN/trate of Aurhoritodan d9503 FL16048-R3
Revision 3:10/08/2015
Page 5 of 5