HomeMy WebLinkAboutProduct Review Affidavit Florida Building Code Online
Page 1 of 4
I;
441111� w:.
SCIS Homo , Log In User ROQSMlion 1tt Topic SUbMrt SUMtOrga Stats&Facts publications FBC Stag 8CI5 Site MtD Le;,4s Search
Professional , '' product Approval
,I .USER:Public User
i.'.'�i+`x:A^.:r�•:al'r,�yu S.`'n.T�•nr t;rmlire' 4ryrrh>AiK.!r»,,.ori 1,<•>APPlioiion Deta11
yt 1 r FL# FL1956-R12
Application Type Editorial Change
Code Version 2014
I'
Application Status Approved
'Approved.by DBPR.�pprovais by DBPR'shall be reviewed and
ratified by the POC aid/or the Commission if necessary.
I
Comments
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email P.O Box 1404
Joplin,MO 64802
(417)6244644 Ext 2305
kerri_eden@tamko.com
Authorized Signature Kerd Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MOW02
(417)624-6644 6t 2305
kerri_eden@tamko.Lom ;
I
Quality Assurance Representative I�
Address/Phone/Email
i,
Category Roofing
Subcategory Asphalt Shingles
I I
it
Compliance Method Certification Mark or Listing
I !
Certiflcation Agency UL LLC
1-
Validated By Robert 3.M.Niemnen,PE
Validation Checklist-Hardcopy Received
�i
Referenced Standard and Year(of Standard) S a
Standard I i Year
ASTM D3161' 'i 2009
ASTM D3462 2009
ASTM D7158 2008
,I
Equivalence of Product Standards
Certified By j
I
I
'I
I
,I
Product Approval Method Method 1 Option
Date Submitted 09/27/2015
I li
I
littp://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=-VvGEVXQ%N tDds%2fmGFoyT6... 3/23/20,16
y I
i,
Florida Building Code Online Page 2 of 4
i
Date Validated 10/06/2015
Date Pending FBC Approval
Date Approved 10/09/2015
i
I !
Summa of Products
FL# Model,Number Description y
or Name
1956.1 1 Elite Glass-Seal " 'A three tab asphalt shingle.;,!
LimitsofUse Certification Agency Certificate
Approved for use in F11.956 R12 C CAC FI-1955 R11 C g3c Tarko 5ery�;gnf FL 1956 203-5.0
HVHZ:No Fr1956 R1.? C CIBC OL ce!66cation 10-11-12.,adf
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, F�i85o R+2 II ��3 �I E4te�G�ag_ el app instal;!
Other:Asphalt shingles Verified By:Robert Nieminen 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 inIF.1956 R12 ECAC F17956 R11 C C°,C Ta'rnk aN ;.nnf FL 1956 2015.odf
HVHZ:No FL1956 R12 C CAC Ul ertification 10 31�1. f I
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A R:1956 R1'i _1 FS Sc [fitoGfa�, _a01 app ins H f
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.
i
1956.3 Heritage A dimensional asphalt shingle. I _
it
Limits of Use Certification Agency Certificate
Approved for use in Es}.°SES +�. q ,19a tZ1.;_CAC T�mko S S P .�1�X301 RdS
HVHZ:No 8 956.R12 C �11C�jj1 r?rtlfc 'on'1 1'1 ,2.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018 I I
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A EI 1955 R:2 Ii tieritane Q F_1 P Wninsi.w
Other:Asphalt shingles 61-1,45G AilII Hsita9 F App-.n_tt w f
shall be used only.on roof ,1n55 Rlm_j, Pin ac
slopes of 2:12 or greater. Verified By:Robert 1.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:
i
1956.4 Heritage 30 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate i
Approved for use"inri Si Rl?_ C Cl1�C�LtnSb 11 _ CAC, lgm�c�wri�'C OLFL.>Q5o ?yl Fpdf
HVHZ:No E?1955 R12 CCC UL certification 10__tz�'i2•cf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A rs R,�4 ?I hetitaa gt) Dnp rn5hn i1,10.oQf
Other:.Asphalt shingles 119 6 R1? it nontaoe 0 ap{�inGt f ar,'ri _14Qd.,
shall be used only on roof Verified By:Roberi'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: I
i
1956:5 1 Heritage 50 A dimensional asphalt shingle.
Limits of Use Certification Agency!Certificate
Approved foruse in Fg5(> R17 C. C11rS51 C �?�.I a+ S� fWICari f( 19 F ZQzR_ dt
HVHZ:No EkI9.-St_i'? (_' C C.._??1,_ter i ic -t .2 cif
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A EL195na 1112 II hetimi 50 aao tnr.t .(I II 10,pJf
Other:Asphalt shingles 11956 R12 ti herkaen 50 anp inst f 36ril 10.pdj I
shall be used only on roof Verified By:Robert Nieminen PE 59166
slopes of 2:12 or,greater. Created by Independent Third Party;No 1
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
!I
i
http://w%v�v.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 3123/2016
i
Florida Building Code Online Page 3 of
I ;t
1956.6 Heritage Premium A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate i
Approved for use in F1.195F R1 CC CA(,�rEI„1.956 R11�C (;A& U-2;pt�-L>`�,Qij FL 1956_2
Q I I)j?.d f
HVHZ:No Fu9S5 _*—, C CJ�ChL t•'iiificatirn.gyp_11,;1.<!j�d
Approved.for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLi 956 R12 II Hc+r tF,cze Premium D,P aofl inst- F ';
Other:Asphalt shingles EJ956 R12 ij Heritag� Premium ,Ew o inst],
shall be used only on roofFf1Q�`§.$� c i'erl`a= ?ryl ul R!T CoQ instfp ick i
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:
i
1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle. t
Limits of Use Certification Agency Certificate I _
Approved for use in CAC Fi.195G Ri7 C tAC Tan_�ko 5Ery Lr erF FL 1456?03 a;g f
HVHZ:No 549—M-9-1-2c� . t3l s sno!e matrJx 1df
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 69/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1256 R12 iI tieritaae Vinta apn inst.pc�
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 I ^�
Ridge _
Limits of Use Certification Agency Certificate
Approved for use in E1_9i_P1? C GnC FL 1956 ..1L_ flC r?I25kA_s_?� &! F1�9S�?01,5,pdf
HVHZ:,No FL-1 956 n12 !Z Q C U-sh!ng.(e r�7tr Mndf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A F1.1956 R12 iI'TAMK0 @ HentaaeA 11 x 1 2 HiQ anti'Ridae 0r)II64 ion Instycti7ns D�
Other:Asphalt shingles Verified By:Robert 1.M.Nieminen PE 59166
shall be used only on roof Created by independent Third Parry: 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
'I
Approved for use in EW-956 R1Z C CAC 1856 R1I C CAC Twmko Seiv:,,"_FLJ1:2z6?_Qt.Lpd_I'
HVHZ:No E1956 Rei. C CtaL certification 10-11f
Approved for use outside Quality Assurance Contract Expiration D ite
HVHZ:Yes 09%17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLi 56R 211 Heritage Woodaate D opp 1nst.p¢f !.I
Other:Asphalt shingles FL1956 R12 II Hgrit:atte Vdoodgate F acro 'q'st.pdf
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:
1956.10 Heritage XL A dimensional asphalt shingle.
1956-101
Limits of Use Certification Agency Certificate
Approved for use.ina 19 P5 fil a_C__ ;C_F 156 E z,t� G+_ Tam Qy: on[ 1�56 ?SyS.xif
HVHZ:No 1 L19Sf, R12 f"g _U_is cgrtificating_ 0•lz i,;oor T'
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 R1? II heLitr'1ne xi act inst d a til 1 f .j
Other:Asphalt shingles x11956 R12 II rigitage xl app inst f a rl 1a.otlf
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:
i
1956.11 Hip and Ridge Hip and ridge shingles
Shingles
Limits of Use Certification Agency Certificate
Approved for use In ESI:.« R1, C CAC FL1956 R1(_+, CAC ram:o Ser✓Con" -L 1956 2015�f
HVHZ:No F tg ,?_f?I.r"C .C.Jl_cgrtyf ca ion0 1._a.._3.��842t
`i
http://wrw%v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX'Q% tDgs%2finGFoyT6... 3/23/2016.
Florida Building Code Online Page 4 of 4
Approved for use outside Quality Assurance Contract Expiration Date 1
HVHZ:Yes 09117/2018
'Impact Resistant.N/A Installation Instructions
Design Pressure:.N/A
Other:Hip and Ridge F-U!� fi-6—12-jU
shingles shall be used only EU-95-6—P -1 HioRidak,Seatllnt ab Itlustracf
on roof slopes of-2:12 or 1, HipgloQi,meat oLt
greater.Nails must be used Veril'ted By:Robert Nieminen 59166
as the method of Created by Independent Third Paky: No
attachment. livaluation Reports
Created by Independent Third Party:
Il
CQMMLL&::1249,Nxth.Monfoo
The State of Florida is an AA(EE0 employer.�ri�JW-7,2015,LM
SWernwit
Unclar Rondo low,entail addresses are public records-If YOU do net want Your e-mail address rei.c6sod in rcspor`sie to a publc-recorcls reWe--,do not send
oinaronic mall to this entity"Insleado coritact the office by P-ione or by traditional mad,if you ha'-e!any qurviom"plearm cornea 850.487.1395,'Pursuant to
Section 455,275(1),Florida Stanou-m.effectiva,Octs,er 1.2oI2,licaribees licensed under Chapter 45$,F.S,must rrovide tN3 DerArtment with an email address it
they M%v One,The entails Provided may be used for official communication with the licensee,ttowe�vxrr email aftrsses are public rerzrd.If you do not wish to
suPPJY a Personal address,Please provide the Dorarlinem with an,email address whicli barnacle a4 aitable to th7'public.To digermine if you are a licerxes under
013pteAss,F;S.,Please dirk ra
Product Approval A""'pbt
ii
ri
it
http://-,vvv,vv.floridabuilding.org/pr/pil_ann d Las 3/23/20
vr--t px?param=wGEVXQwtDqs%UmGFoyT6... 16
I
Application Instructions for j
TANK® HERrrAGW 30
LAMINATED ASPHALT SHINGLES.
BUILDING PRODUCTS i'
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 RESPONS161LiTY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
THiS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH AR i'PRiNTED'ON THE WRAPPER,
IN COLD WEATHER(BELOW 40`F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES ANI}CORNERS OF THE SHINGLES.
IMPORTANT:it is not necessary to remove the plastic strip from the back of the shingles.
t.HOOF BECK &FASTENERS
These shingles are for application to roof decks capable of receiving WiND_•CA_.TIO Extreme wind veiocities-can damage these
and retaining fasteners,and to inclines of not less than 2 in,per foot. shingles after apRlication 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. Titus can especially be a problem in the shingles
to special instructions titled"Low Slope Application".Shingles Must are applied in cooler months for in areas on the roof that do not
be applied properly.TAMKO assumes no responsibility for leaks or receive direct sunlight. Thesgi 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 surface.to be roofed over. may be,coinpounded by pro4onged cold weather conditions and/
NEW ROOF DECK_CONSTRUCTION:Roof dock must be smooth, or blowing dust.tri these situations,hand sealing of the shingles is
d and free from warped surfaces.It is recommended that metal dabs.of TAM-PROS Premiur
recommended.To insure immediate sealing,apply 4 quarter-sized
drip edges be installed at eaves and rakes. li SBS Adhesive or TAMKO Tam-Seal
Adhesive on the back of the stiingle 1 in.(25mm)and 13 in.(330mm)
PLY4VQOD:.AtI 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 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.(102mn•t);width of TAM-PRO SBS Adhesive or
S�EAJ�fI.NG B_pARD_%,Boards shall be well-seasoned tongue- . TAMKO Tam-Seal Adhesive.'Caution:Apply ONLY a thin uniform
layer of adhesive iess than 1'!8 in.(3mm)thick,Excessive amounts
and-groove boards and not over 6 in.nominal width,Boards shall
can cause blistering of the siifngles and may so ten the asphalt in
be a i in. nominal minimum thickness. Boards shall be properly i i
spaced and nailed. certain underiayments resulting in the asphalt flowing,dripping and
staining.Shinglesimust also be fastened according to the fastening .
2.L1ENTi!'aATION instructions•described beloOv
Inadequate-ventilation of attic spaces can cause accumulation of Correct placement of the lasteners'is critical to the performance
moisture in winter months and a build up of treat 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 resuit.in the termination of
TAMKO's liabilities under the limited warranty,TAMKO will not be
1.Vapor Condensation responsible for d6 nage 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 wood members.
FASTENING PA� ERNS:Fasteners,must be placed 6-1/8 in.from
4.Premature failure of roof. the.bottom edge;'.of the shingle,penetrating through the common
bond,and located horizontoily 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 inJ per foot.)Une fastener 1 in.back front each end
one square foot of net free ventilation area to each 150 square feet and one 1.3-112 in,back front each end of the shingle for a 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 nearthe ridge,If the ventilation STANDARD F4STENING PATTERN
openings are screened,the total area should be doubled. I FASTENERS NAILZONE
COMMON
90ND ,
ITIS PARTICULARLY IMPORTANT TO PROVIDE 6-118"
ADEQUATE VENTILATIAI, EEXPOsuREs•sre°
1� �+- 12-112°-�--12-3/8"'--►�- 12-112"-►i �-1°
(Continues!)
Central District 220 West 4th St., Joplin,MO 64801 8007641-4691 t tics
Visit Our Web Site at Northeast District 4500Tamko Dr., Frederick.MD 21701 800-368-2055.
Southeast District 230035th St., Tuscaloosa.AL 1354018OD-228-2656
tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216` 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216,E I 800-530-8868
I
I
�I
it
I�
fi (CONTiNUED from page 1) !
TAM HERITAGW 3®
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas,TX . Tuscaloosa, AL® Phillipsburg, KS • Joplin, Ma
2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of 1-1/4 in. f6r new construction and 1-112 in. for
greater than 21 in.per foot.)One fastener tin,back from each end reroofing thus allowing a minimum deck penetration of 314 in.The
and one fastener B-1/2 in.back from each end and one fastener 16 crown of the sta le must he 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 b6 driven flush with the shingle surface.
Mansard and High Wind Fastening Pattern illustrated below.) Staples that are crooked,uni9erdriven or overdriven are considered
plied.a
erl
ropy p
MANSARD AND HIGH WIND FASTENING PATTERN imp
FASTENERS NAIL ZONE Property Driven Improperly Driven
COMMON ,ilra ?r7'rl+cn a v'umvi crca ea
BOND i• •I
..._0.ythalt
`tom, Sh ;s
•Cv EXPOSURE 5-5,8" 't\~\ �t\ \ ,tmzd NA ��\
t� .}aa-trzp►}.-�-trz••.(a-,.as^�.-7-tn•-►i+�-tn•-►i I+-t' � �� ,'
3) High Wind Fastening Pattern. (For High Wind Application
PAM-Q..N,ALL FASTENERS MUST BE DRIVEN INTO THE MAIL
requirements)One fastener i in.back from each end.One fastener ZONE/COMMON BOND AS,SHOWN IN THE DIAGRAM ABOVE.
8-1/2 in.back from each end and one fastener 161n.back from each 4.ONDERLAY)iI6NT
end for a total of six(6)fasteners per shingle.in addition to this shingle
fastening pattern requirement for High Wind Application,TAMKO U N DD 9B_ E_T;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 ii' d underlayment can cause premature
at all eaves,rakes,and valleys;TAMKO or TAM-PRO cements and failure of the shingles whicli is not,covered by TAMKO's limited
coatings products where required:TAMKO ventilation where required, warranty.Apply the felt when the deck 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 fel*,,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 felt 4 in. If left exposed, the underlayment felt may
PRO SBS Adhesive or TAMKO Tam-Seal Adhesive.Also,see local be adversely affected by mbisture and weathering. Laying of the
building codes for proper nailing application.High Wind Application underlayment antl the shingle application must be done together,
is offered on new construction or complete tear-off applica tions only.
li is not offered for recover applications. if High Wind Application Products which are acceptable for use as underlayment are:
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 Lon- e rated asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH limit.(See Mansard and ASTM:D226,Type For ASTivt D4869,Type I
High Wind Fastening Pattern illustrated above.) - Any TAMKO non-ag.{foratgd asphalt saturated organic felt
NAiIS:TAMKO recommends the use of nails as the preferred method
- TAMKO TW Metal a6d Tile Underlayment,.TSV Underlayment
and Moisture Guard Plus' (additional ventilation.may be
of application. Standard type roofing nails should be used. Nail required.Contact TAMKO's Technical Services Department
shanks should be made of minimum 12 gauge wire,and a minimum for more Information.)
head dianiater of 318 in.Nails should be long enough to penetrate „
3/4 in.into the roof deck.Where the deck is less than 314 in,thick, In areas where i 1Q builds up�aiong 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 1/8 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,
valleys, around chimneys, ski/lights or dormers to help prevent
p °va'>o"' rmw ,rort"`° water damage. Contact TAMKO's Technical Services Department
0' ys'nunaume!rr unm.drtrrn mnatven croekxA for more IniQn77�t1On. .1''!
._Acpl.
TAMKO does not recommend the use of any substitute products
O&kir' as shingle underlayment.
S.APP61CATION INSTRUCTIONS
4 pcvwtraticn. LnaMGwa loo at,a+.e+ns
amfumfl r,llh gM,tib w.fmw {'�latiol [nut 6lunpin 81KflOrlZn
SMARTERC VRSE:AstarseIrcourse may consist ofTAMKOShingle,
Starter,self-sealing 3-tab shingles or a g 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 portionand4ristall 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 fine 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 114 in,to 3JB In.
i
�' i iContinued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 i s;oe
Visit Our Web Site at Northeast District 4500 Tamko Or.. Frederick,MD' 21701 i 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35,401 '! 800-228-2656
tafi11k0.c0i1i Southwest District 7910 S.Central Exp„ Dallas,TX 75216 800443-1834
Western District 5300 East 43rd Ave., Denver,CO 60216 j 800-530.8$68 2
i
I
I
I
(CONTINUED from page 2)
I
=TABMK0 HERITAGEO 30
BOILDING PRODUCTS LANIMATBD ASPHALT SHINGLCS
Dallas, TX •Tuscaloosa, AL• Phillips'burg, KS • Joplin, MO
i
SHINGLE;APPLIC 1IQN-Start the first course with a full size shingle 0.166W SLOPE APPLICATION
and overhang the rake edge 114 in.Cut 10-3/8 in.from a full shingle On pitches 2 in.per foot to 41h per foot cover the deck with two layers
to form a shingle 29 in.long,Use this to start the second course(se" of asphalt saturated felt.Begin by applying the fell.in a 19 in.wide strip
diagram below).Cut a 23 in.Iona shingle to start the third course.Use along the eaves and overhanging the drip edge by 114 to 314 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.wife starter piece,completely
use the remaining 10-3/8 in.piece to begin the fifth,course.Continue overlapping it.All succeeding courses will be positioned to overlap the
up the rake in as many roves as necessary using the same formula preceding course 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;io each other with TAM-PRO or TAMKO
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 24 in.
exposure(see shingle application drawing illustrated on this.panel}. inside the interior Iwall line of the building.As an alternative,TAMKO's
When you make your final cut at the roof's edge,flip any pieces that h9oisture Guard Pus-self-adfherfng waterproofing underlayment may
are 8 in.or longer back onto the roof.These pieces can be worked be used In lieu ofIthe cemented felts.,
in anywhere without creating zippers or color variations.
S
�00� 9.-MANSARD ROOF OR
;Do align joints of shingle courses when working in cut � ITEEP.SLOPE ROOF
pieces.Joints should be no closer than I in.from one another. if theslopeexceeds21 In.per foot(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
} I piece and applieJ to shingles with a 5-518 in.exposure,use 6 fasteners
I taafe' per shingle.See Section 3 far the Mansard Fastening Pattern.
11 I 0.RE-ROOFING
_ i
ops f6 3!9" taxa^ Before re-rootin ,be certain to inspect the roof decks.All plywood
shall meet the re
qulrementYlisted in Section 1.
Nail down or remove curled or broken shingles Irom the existing
to sea roof.Replace all missing shingles with new ones to provide a smooth
foke ull base. Shingles that are buckled usually indicate warped decking
-t03la" or protruding nails. Hammer down all protruding nails or rernove
them and refasten in a new location, Remove all drip edge metal
Slh CD6rsP -_--- I,
and replace vrith new.
uh`°°so 1p tea" If re-roofing over an existing roof where new flashing is required
ar3coursc j
-'23to protect against ice dams'(freezelthaW cycle of water andior the
2nd course J 29` I backup of water lin frozen o(:clogged gutters);remove the old roofing
{ to a point at least 24 in.,Heyond the interior wall line and apply
111 tours. r tri--+tj
10-3[8' TAMKO's Moisture Guard Plus-waterproofing underlayment.Contact
-. �aYe__ _�► TAMKO's Technical SenrictS Department for more information.
Measurementsrill varywtian nestirig over an existing 5 in.exposure
single roof;Call TAMKhnical Services for further information.
s t ru rr The nesting proFedure described below is the preferred.method for
reroofing over existing metric size shingles with a 5-5/8 in.exposure.
See description, low
$tarterC_quFee:Remove the tabs and an additional portion from the
head of a full size shingle so that its height is equal to the exposure
• N 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 cll;t to height as above.evenly along the existing roof
at the eaves.TPe existing roof should overhang the eaves far
' Cr.�.gnt a;T.:ynm w,hntl ;rorcvia.
enough to carry water off Into the gutter.It this isnot the case,
1t:)Gi Cai,R'v`,eMtg CIo<t�kxi 4v'1+"O R+:t
cut and apply Ute startei`�strip so that it will provide sufficient
overhang for proper drainage.
ti•rq,o,.•.y(a:,-.n.aw rgv.M.+',,cu..nlu raw
3,�•�,a,:a"tea»r4a.w,gv"��4�".�w,� .., ESs_t��L=ate'Remove an amount from the butt.edge of a full-size ,
'"''�" ' °"'"° 'T'°w"" shingle so that the remaining portion of the shingle fits between the
ccar:mcvuu
NOTE:Oa roraOgn is v.Mvtd,yncwnca wnam wwkv,q,n butts of the exiMing third'eourse.This course must also be applied
ete I:+sess.,wne.:a°,w ae no ue„e,,non a•.on on"anoNn.
evenly along th, eaves edge of the new starter strip.
i. (Continued)
Central District 220 West 4th St., Joplin,MO G4801 800-641-4691 t ire
t 4500 T
Northeast District Dr„ Frederick.MD 21701 800-368-2055
Visit Our Web Site at ��
Southeast District 2300 35th St., Tuscaloosa,Al; 35401 800-228-2656
tamlkoxom Southwest District 7910 S.Central Exp., Dallas,TX 75216! 800-443-1834
Western District 5300 East 43rd Ave.. Denver,CO 80216 800-530-8868 3
ii
I�
� II
II�IM11Itslrlf (CONTINUED from page 3)
TAM HERITAGW 30j
EU16D1NG PRODUCTS
MORA6T SHiNG6EE
Dallas,TX ,Tuscaloosa, AL• Phillipsburg. KS.p Joplin, MO
Second anM Succeeding.Co_tLrtes .Remove 10-3/8 in. from the FOR.ALTERNATE(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 each new shingle against the butt edge of the old
tl,aynun 38'apn N.cvt
shingle in the course above.This method should cresta an exposure
of 5-518 In.after the first course.dVhen beginning the succeeding c,i dRA •s4 W.
M:nfpv ran matsq.� axe ct ssircie
courses.continue to follow the Heritage application instructions. CAm3eadrwYW
9 PP
(See section 5).
Exrsting shinril
- "' 455/8°. 5•ot r,>reu x3
'ti
t s� e•,.. '13.1/,` ,C,, .
pripCtl 0r*arlpptVang4:trw 1?.0'
prip edgA tlrp:eitica Vie,.-Kvei t
. frcaT�aacv ccr•ttYn..a:±C r,•v
'+ are vsriic lSKrt 1.
New shindles r'
5 518';•jl Kr?fir `-5 5/8"exposure 10.NIP AND BiOGE FASTENING D69'A>v6
expaslue
Apply the shingles with a 51in.exposure beginning at the bottom
k of the hip or from lthe end of the ridge opposite the direction of the
prevailing_ winds.Secure each'shingle with one fastener on each side,
9.VAUEY APPI61CATION 5-1/2 in.back fro'n the exposed end and 1 in.up from the edge.
Over the shingle undeffayment,center a minimum 36 in.wide sheet TAMKO recommends the.use of TAMKO Hip & Ridge shingle
of TAMKO Nail-Fast',Moisture Guard Plus'or a minimum 50 Ib.roll I•
roofing in the valley.Nail the felt only where necessary to hold it in
products.Where matching colors are available,0 is acceptable to
place and then only nail tha outside edges. use TAi(KO's Elite Glass -Se j l shingles cut down to 12 in.pieces.,
L PORp T:PRIOR TO INSTALLATION WARM SHINGLES TO Fasteners shouldi be 1/4 in.longer than the one used for shingles
Iii
PREVENT-DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT. P91OR TO INSTALLATION, CARE 14EEDS TO.BE
SHINGLES,TO FORM VALLEY. TAKEN TO PREUEN T DAMAGE WHICH CAN OCCUR WHILE.
After valley flashing is in place:
BENDING SHINGLE IN COI:b WEATHER.
v Apply the first course of shingles along the eaves of one of the Direction of prevaiting wind.— i,
Intersecting roof planes and across the valley. Start s°exposure
Note:For proper-flow of vvaterover the trimmed shingle,always iters
start applying the shingles on the roof plane that has the lower :5•
�- Fastener
slope or less height. r \ =+5•ti2�
• Extend the end shingle at least 12 in.onto the adjoining roof. I I+ Start" L
Apply succeeding courses in the same manner,extending them here 5"exposure
across'the valley and onto the.adjoining roof.
• Press the shingles tightly into the valley. THESE ARE iTHE MA'NUFACTURER'S APPLICATION
• Use normal shingle fastening methods. INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED.TMKO 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 valley and 2 in,back from the valley centerline.
Note For a neater installation; snap a chalkline over the TAMKOk),Moisiiup-Guard PfuS(b,N i]FastO,TAM-PROD and Herltag?h)ere registered
P trademark,of TAI AKO Building Prodwis,Inc.
shingles for guidance.
Intormation included In tnese apppczdon(nstnrcttons was currem ni time of pnntirg.To
• To complete.the valley, apply shingles on the adjoining roof obtain a copy of the most current vemion of these appli:afim mejuciwns,visa us anl)ne
plane by positioning the tip of the first shingle of each row at at tamko.com or call;sat 800-641.4691.
the 2 in,point from the centerline,where the edge of the vertical I
shingle has been applied,covering the vertical shingle.
. 1
Central District 220 West 4th St., Joplin,MO 64601 800-641-4691 t ltog
Visit Our Web Site at
Northeast District 4500 Tantko De, Frederick,MD, 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
taB'i ko.com Southwest District 7910 S.Central Exp., Dallas,Tx 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216"1 800-530-8868 L�
�V
orida Building node Online https://www.floridabuilding.orgIpr/pr_aPP�dtl.aspz?param�vGEVX.,.
�- Orli
ate''.'•
y„?i, 3 505 Home tog In User itegWratbn Hot Topka ' Submt SurWrge Stats&facts Publicatbsrs FBC Stili SCIS Ste Map inks Search
Busith^�ess`/ ) Product U;Professi&W
;
ser
A
lwaiaIlli•latPin�iuct.AWDb 4Me11g b PrRgKkn[_ApP84dU9n Se?ij4>Ap kLa n tlst>Appamtion Date's
�4/
MY
�+
FL# -FL16048-R3
Application Type Revision
I'
Code Version 2014
Application Status Approved
"i
Comments
Archived !
j
Product Manufacturer TRI-BUILT Roofing Products, 4
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
(201)842-2449
david.ruiz@tribuiltmaferialsgroup.com';
IAuthorized Signature David Ruiz
david.ruiz@tribuiltmatenaisgroup.corn
jr
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North j
East Rutherford,N3 07073
(201)842-2449
david.ruiz@tribuiitmateriaisgroup.com'
II
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
j,
Florida Engineer or Architect Name who developed Robert Nleminen f
the Evaluation:Report
Florida License PE-59166 c
.Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated 6y 3ohn W.Knezevich,PE
Validation Checklist-Hardcopy;Received
Certificate of Independence FL16048 R3 COt 2025 41 CQi kol[nen df
Referenced Standard and Year(of Standard) Standard YAM
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012{04-12) 2012
TAS 103 1995
I;
I
5/24/2016.9:58 AM
arida Building Code Online https://www.flovidabuilding.org/pF/pr app
_fitl.aspx?param=wGEVX...
Equivalence of Product Standards
Certified By iJ
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval
16/21/2015
Date Approved 12/15/2015
Summary of pducts-,,...... ------
FIL# 'Model,Number.or Name Description
16048.1 i TRI-BUILT Roof Undertayments Self-adhering,modified tiltureien roof underlayments
Umits of Use Installation Instructions
Approved for use In HVHZ:No K-A�6 IL 2015_10 FZNAL Ek,TRI.
Approved for use outside HVHZ:Yes BUILT_Uhi_DERLAYAi�
:AIS_f LXkQ4.8-g3.pgf
Impact Resistant:N/A. -Virified By:Robett Nieminen,PE-59166
Design Pressure:+N/Al-45 i Created by Independent Third Party:Yes
Other:1.)The design pressure noted herein pertains to use Evaluation Repo"
of foam-on tile systems overtop the self-adhering FL16Q
49_R3_,AE 2015 IQ ALgR
PL _JF�l
underlayment for one particular application.See EK Section OUILM_UNDERLAY'MENTS FLt6048- pg
5.6 for-details.2.)Refer to ER Section 5 for other Umits.of Created Independentby� ' Third Party-Yes
Use.
the State of Florida Is an AA/EEo empbye(.
Under Florida law,email addresses are public records.It you do not want your e-mat address released in response to a public-records request,do not send electronic
mat to this entity.Instead,contact the afte by phone or by traditional mat If you have any quesltlon4,please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees tensed under Chapter 455,F.S.must provide the Department iqth an emall address W they have
one.The emacs provided may be used for officlat communicatbn with the licensee.fiowevir email addresses are pubic record.it you do not wish to supply a
personal address,please provide the Department with an email address which can be made avembie to ttie public.To determine it you are a kemeef under Chapter
45S,F.S.,please Click hM.
product Approval Accitpltsss
i �h
2 of 2
5/24/2016 9:58 AM
i
i
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certifcate of Authorization 119503
TR
353 CHRISTIAN STREET,UNIT#13
IilI ry ER j 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 F1.16048-113
90SO Louisiana Street DateT 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 documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building I Code, Residential Volume. The
products described herein have been evaluated for compliance.with the 5h Edition (201,,4) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited iQuality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named products)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. Trinity)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 "Trinityl 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 S.
Prepared by:
��o-satee_ •%
�1T
rid4�• �.-o C
Robert l.M.Nieminen,P.E. RFs Thefaumlkseal appearingwas authorized byRobert N""eminen.
4�, „ t„s.s P.E.on 10!08/2015.This does not serve as an electronically signed
Florida Registration No.59166,Florida DCAANE1983 document.Signed,seated hardcoplashave been transmitted tothe
Product Approval Administrator and to the named dlent-
CERTIFICATION OF INDEPENDENCE:
1. Trinity I ERD 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. Trinityl ERD is not 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.
S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E.are, in any way,t6 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
i.i
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
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM 6155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12); 2012
1523.6.5.2.1 Physical Properties TA5 103 1995
3. REFERENCES:
Entitv Examination Reference i. Date
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 $40540.03.14 03/26/2014
ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-IRI 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,I.I.C.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
I.J
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS
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
I
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified
bitumen roof underlayment.
`i
5. LIMITATIONS: j
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nlemineril P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report,dor 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 Research and Design,I.I.C. Evaluation Report A42980.10.12-R3
[ertlfkate oJAuthorRatlan 09503 I FL26048-113
Revision 3:10/08/2015
Page 2 of 5
I '
i
TRINrrY° 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:
TAete l: ROOF COVER OPTIONS
Underlayment Asphalt Nall-On Tile Foam-On Tile MetalWood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle
Underlayment Yes No No No Yes Yes
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment
I
5.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion/ long
term aging data from an accredited testing laboratory is provided.
> Tri-Built S/A HT TU Underlayment with 3M12-Component RoofTile Adhesive AH-160(FL6332)or Dow
TileBond'"Roof lite Adhesive(FL717)
5.6 Allowable substrates are noted below:
.ii
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment nor Tri-Built Smooth HT S/A
Underlayment applied to: �' I i
`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 priori;to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
9 Dens Deck.Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shalt be;attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on tile 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:
ASTM D226,Type i or It felt.
For installations under mechanically attached prepared roof coverings, base;layer shall be attached per
minimum codified requirements. For installations under foam-on the systems,i base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
I I
I,
Exterior Research and Design,I.I.C. Evaluatlon Report A42960.10.12-R3
Certi/trate of Authodwilon 09503 FL16048 R3
Revision 3:10/0812011,
Page 3 of 5
�I
i
I
I'
I
TRIM .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 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 the
applications. Maximum Design Pressure is the result of testing for wind toad 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
to 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 Tri-Built Smooth HT S/A
Underlayment:
6.3.1Shall 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:
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
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;.
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 fromi 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 the slippage and/or damage to the
underlayment.
it
Exterior Research and Design,LLC Evaluation Report A42960.10.12-R3
Cerfilkate of Authorkation#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
I
i
II
TRINW ER®
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order toproperly evaluate the installation of
this product. I
8. MANUFACTURING PLANTS:
Contact the noted CIA agency for information on product locations covered for F.A.C.Rule9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
i !I
�i
i
,i
i
I
I
I'
I,
i
I�
I�I
Exterior Research and Design,LLC. Evaluation Report A42960.30.12-R3
Cert!/kate of AuthafhaHon 09503 FL16048-R3
Revision 3:10/08/2015
Page 5 of 5
I
i
I.