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[fi Pmtbnt Fcarnval E=>Pmckrc-or.onkatio Sear:h>treircftion 1-m>Application Detail
FL# FL1956-R12
Application Type Editorial Change
Code Version 2014
Application Status Approved
"Approved,by DBPR.Approvals by,DBPR shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer TAMKO Building Products,Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kern_eden@tamko.com 1
r
Authorized Signature Kerri Eden
kerri_eden@tamkJtA�
Lut�50: C
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerrl_eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency UL LLC
Validated By Robert J.M.Nleminen,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM 03161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/17/2015
http://ivvv-vv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2finGFoyT6... 3i23/2016
Florida Building Code Online Page 2 of 4
Date Validated 10/06/2015
Date Pending FBC Approval
Date Approved 10/09/2015
Summa of Products
FL# I Model,Number Description
or Name
1956.1 1 Elite'Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved fOr use in rL1956 Rlr C CAC r1 1.95fi R11._C,�_CAC Tamao Sv yonf FL 195r; 2925 --)df
HVHZ:No FLICISG a.12 C CAC UL. cortlficatign 0.11-12,radi
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLI956R1,' 1�C-,lass�4eaiElite�iass Seal_p0 inst.ndf
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 1 Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in F1,195F R12 C CAC-FL1956 R11 C CAG. Tarnko Sen+Conn FL 1956 2015.0df
HVHZ:No 8.1956 R32 C QC ISL certification .10.11-.t_,pdF
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A F+„ 756 R::��jt__ la � Seal Elite Glass Seai ao_�i1L t.p!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.
1956.3 1 Heritage A dimensional asphalt'shingle.
Limits of Use Certification Agency Certificate
Approved for use in i Li95o R, ? _CAC r1ja5o 911 C CA, —a ko S- Conf}1 1953_20IS. of
HVHZ:No Ft,1955 R1a'.0 CAC_ UL certification 10-11-12.ndf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes. . 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A Ft 112_55_F �11 t�eritaa p F 3 P o fist,f df
Other:Asphalt shingles i_t i95b X12 it Her tan F acp_jgsdt
shall be used.only.on roof FL P5_5_ .l TI i ri;acn j nF�Jnst F
Slopes of 2:12 or greater. Verified By:Robert 1.M.Nleminen FL 59166
Nails must be used as the Created by Independent Third Party:No
method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.4 Heritage 30 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in &_1956.Ft1'Z C CAC rt1950 831 C CAC Tami:n Ser Conf FL 195F, 201S,pAf
HVHZ:No FL1956 R12 C CAC UL certification =10-11-12.odf
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 11 h"i'l- 0- 30 apn irtst arsC
Other:Asphalt shingles EW-9 5_f 1l ILb_aAiaae 30 ap_P Jas!f ,sril 1U, f
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 rL1�a5r 812 C CA EL1.'.55 811_C_t C?arnko 5�1v Carr F1. i?S "Q;ap f
HVHZ:Nof 11 95 Rica C �_yS c r�ifcati9i�_2C-,1-??,0df
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:.Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A F11956 1112 II heritaos 50 apo in5t apri( 10.odt
Other:Asphalt shingles FL1956 K12 1I hertl-5ge 50 aapp inst f aril 10.p�f
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:
bttp://wtvtiv.floridabuilding.org/nr/pi_app_dtl.aspx?param=wGEVXQwtDq§%2fmGFoyT6... 3/23/2016.
Florida Building Code Online Page 3-of 4
1956.6 Heritage Premium A dimensional asphalt shingle.
Limits of Use. Certification Agency Certificate
Approved for use in '!956 R12C.CAC F1 1956 RS 1 C CAC ramko Sen Conf EL 1956 ?Ol a,udf
HVHZ:No FL1956 R12 C CAGuL certification
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 Heritage PrBmiurn D P apD!nst.odf
Other:Asphalt shingles FL1956 R1.2 1I Heritaue Premium F ago Inst,odf
shall be used only on roof FL1956 RIZ 1I Heritage Premium T app inst.Pdf
slopes of 2:12 or greater. Verified By:Robert Nleminen 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 1 Heritage Vintage A heavy weight dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R12 C C:L FL1956 RI1 C CPC TamiQSery C,1nf FL 1056 2015 P-d
HVHZ:No FL1956 R12 C CAC UL shinale matrix.pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation In
Design Pressure:N/A 8-1956 R12 H Heritage Vihtage app inst,pdf_
Other:Asphalt shingles Verified By:Robert J.M.Nieminen PE 59165
shall be used only on roof Created by Independent Third Party:No.
slopes of 2:12 or greater. Evaluation Reports
Naffs must be used as the Created by'lndependent Third Party:
method of attachment.
1956.8 Heritage Vintage Hip and ridge shingles
12X12 Hip and
Ridge
Limits of Use Certification Agency Certificate
Approved for use in Et.1555 P.12 C.CaC F 1956 RI_L 1 C4A 7amko e ;Conr FL 1956_20 9.pdf
HVHZ:No FL1956 R12 C.CAC UL shingi2�matrii pif
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 IITAMKOC" Herlta0elki 12..x 12 Hip and Ridge Agpticatio structioris:adf
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.
11956.9 [Heritage A dimensional asphalt shingle.
oodgate.
Limits of Use Certification Agency Certificate
Approved for use in 1709S6 R17. C CAC FL1956 R1 I C CAC Tamko Sere Conf FL iQ16 Ol �df
HVHZ:No FLL9_56 812��g.l Ce i c�sj�n 1U-11-1 ._pdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A Ft_1956 R12 I1 Heritage Woodgate a app inst.pdf
Other:Asphalt shingles Fis.956 R.12 H Herita - Woodnate F app inst.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.
Limits of Use . Certification Agency Certificate
Approved for use in FL29_5.¢ P12 _CA.4-3.1956 RI 1—C CAC T amko Sere CogUL 1956 201a,pdf
HVHZ:No (11956 R12 C CAC UL certificatlon_10.11-12.pd_f
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 812 lI heritage xi app inst d april 10.pdf
Other:Asphalt shingles FL1956 R12 It heritage xi app Inst f aoril 10.pdf
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:
1956.11Hip and Ridge Hip and ridge shingles
Shingles
Limits of Use Certification Agency Certificate
Approved for use InF� 956 ft37 C CAC F�19 6 R>s CAC Tani o 59DI.Cgnf FL 1956 2015
HVHZ:No FI�1i56 12_C CAC UL_certifiCitiQn 1�i iii [
http://v;mv.floridabuilding.org/pr/pr app_dtl.aspx?pafam=wGEVXQwtDgs%2ftnGFoyT6... 3/23/2016
Florida Building Code Online Page 4 o 4
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A EL125E-K9,��i
Other:Hip and Ridge EL1`956 Rl2 11 17 x,_1_< Hip_Ri4!r-_, nfication 1gstructfotis.pd,`
shingles shall be used only FIA956 R!2 [1'12-1-4x!2 HinRidne Sealant Dap filustrat�ion5.pd?s
on roof slopes of 2:32 or FL11956 R12 11 L",2 HirnRidoe.S`;a(;ant.Jab Iliustrat orsLLpd(
greater.Nails must be used Verified By:Robert Nieminen 59166
as the method,of Created by Independent Third Party:No
attachment. Evaluation Reports
Created by Independent Third Party:
8r•,tila Nerd
Contact Us::1940 North Monroe Street.Tallahassee RL 32399 Phone:850.487-1824
The state of Florida is an AA/EEO employer.Copvnaht 2007-2013 State of Flonda.::Poivacv Statement::Accessititlity Statement::Refund Statement
Under Florida law,email-addresses am public records,If you do not want your e-mail address releasod In response to a.public-records request,do not send
dectromc-mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees,licensed under Chapter 455,F.S.trust provide the Department with an email address if
they have'ana.The emails provided may be used for official communication with the licensee.However emailaddressesare public record,if you do not wish to
supply a personal address,please provide theDepartmentwith an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please dick twirr-<.
Product
Approval Accepts:
Pt Uril t"+5rd7.�5
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 3/23/2016
Application Instructions for
TAMKO HERITAW 30
BIDII,HING PRODUCTS uAINI LATE® ASPHA16T SHING16ES
Dallas, TX *Tuscaloosa, AL e 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.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER(BELOW 40°F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT:it is not necessary to remove the plastic strip from the back of the shingles.
t.ROOF DECK &FASTENEIRS
These shingles are for application to roof decks capable of receiving WIND CAUTION: Extreme wind velocities can damage these
and retaining fasteners,and to inclines of not less than 2 in.per foot shingles after application when proper sealing of the shingles
For roofs having pitches 2 in.perfoot 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 surface to be roofed over. may be compounded by prolonged cold weather conditions and/
NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is
dr/and free from warped surfaces. It is recommended that metal recommended.To insure immediate sealing,apply 4 quarter-sized
drip edges be installed a eaves and rakes. dabs of TAM-PROF Premium SBS Adhesive or TAMKO Tam-Seal
Adhesive on the back of the shingle t in.(25mm)and 13 in.(330mm)
PLYWOOD:All plywood shall be exterior grade as defined by the in from each side and 1 in. (25mm) up from the bottom of the
Engineered Wood Association.Plywood shall be a minimum of 3/8 shingle.Press shingle firmly into the adhesive.For maximum wind
in.thickness and applied 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.(102mm)width of TAM-PRO 88S Adhesive or
SHEATHING BOARDS: Boards shall be well-seasoned tongue- TAMKO Tam=Seal Adhesive. Caution:Apply ONLY a thin uniform
and-groove boards and not over 6 in.nominal width.Boards shall layer of adhesive less than 1/8 in.(3mm)thick.Excessive amounts
be a 1 in. nominal minimum thickness. Boards shall be properly can cause blistering of the shingles and may soften the asphalt In
spaced and nailed. certain underlayments resulting in the asphalt flowing,dripping and
staining.Shingles must also be fastened according to the fastening
E.VCNTWTIDN instructions described below.
Inadequate ventilation of attic spaces can cause accumulation of Correct placement of the fasteners is critical to the performance
moisture in winter months and a build up of heat in the summer. of the shingle. If the fasteners are not placed as shown in the
These conditions can lead to: diagram and described below,this will result in the termination of
TAMKO's liabilities under the limited warranty.TAMKO will not be
1.Vapor Condensation responsible for damage to shingles caused by winds in excess of
2.Buckling of shingles due to deck movement. the applicable mph as stated in the limited warranty.See limited
3.Rotting of wood members. warranty for details.
FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from
4.Premature failure of roof. the bottom edge of the shingle, penetrating through the common
To insure adequate ventilation and circulation of air,place louvers bond,and Iodated horizontally as follows:
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 foot of net free ventilation area to each 150 square feet and one 13-112 in,back from each end of the shingle fora total of 4
of space to be vented,or one square foot per 300 square feet if a fasteners.(See standard fastening pattern illustrated below).
vapor barrier is installed on the warm side of the ceiling or if at least
one half of the ventilation is provided near the ridge.If the ventilation STANDARD FASTENING PATTERN
openings arescreened,the total area should be doubled. FASTENERS i NAIL ZONE
VCOMMON
T BOND
IT IS PARTICULARLY IMPORTANT TO PROVIDE T
ADEQUATE VENTILATION. a"1/8" FPEXPOSURE5-518'
1=►I �— 12-1/2°-.+--12-3/8"—+— 12-11/2"--
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11✓09
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
tairI41KO.CDm 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
(2) (CONTINUED from page 1)
ITAMN0130
BUILDING PRODUCTS I,ANiINATED ASMALT SIIINMES
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 1-1/2 in.for
greater than 21 in,per foot.)One fastener 1 in.back from each end reroofing thus allowing a:minimum deck penetration of 3/4 in.The
and one fastener 8-1/2 in,back from each end;and one fastener 16 crown of the staple must be parallel to the length of the shingle.
in.back from each end for a total of 6 fasteners per shingle.(See The staple crown should be driven flush with the shingle surface.
Mansard and High.Wind Fastening Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered
MANSARD AND HIGH'WIND FASTENING PATTERN improperly applied.
FASTENERS NAIL ZONE. Property Driven improperly Driven
COMMON u'r-fErarnw? overdnwn crooked.
DOND
$As ,ar
`
EXPOSURE 5-518" � �•� � � � � —D2c'ang .
3) High-Wind Fastening Pattern. (For Hiah Wind Application _QAU1ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
requirements)One fastener 1 in.back from each end.OnefastenerZONEXL�OMMON BOND AS SHOWN IN'THE DIAGRAM ABOVE.
8-1/2 in.back from each end and one fastener 16 in.back from each 4.ONDER44IYMBN'�
end for a total of six(6)fasteners per shingle.In addition to this shingle'
fastening pattern requirement for High Wind Application,,TAMKO UNDERI AYMENT: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 TAIMKO 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 products where required.
;TAMKOventilation 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 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 felt 4.in. If left exposed. the underlayment felt may
PRO SBS Adhesive or TAMKO Tam-Seat 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 on new 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 Wlnd 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 non-perforated asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH limit.(See Mansard and ASTM:D226,Type I or ASTM D4869,Type I
High Wind Fastening Pattern Illustrated above.) - Any TAMKO non-perforated asphalt saturated organic felt
NAILS:TAMKO recommends the use of nails as the preferred method - TAMKO TW Metal and Tile�Underlayment;TW Underlayment
of application. Standard and Moisture Guard Plus (additional ventilation may be
pp type roofing 1 nails should be used. Nati. required.Contact TAMKO's Technical Services Department
shanks should be made of minimum 12 gauge wire,and a minimum
head diameter of 3/8 in.Nails should be long enough to penetrate for more Information.)
3/4 in,into the.roof.deck.Where the deck is less than 3/4 in.thick, In areas where ice 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,
valleys, around chimneys, skylights or,dormers to help prevent
pmpwly onwn rmwwwy Dri� water damage.Contact TAMKO's Technical Services Department
i ;,�Aindaneer UAderddvd ueduen too{cd for more information.
.._..Asphalt .
Arm TAMKO does not recommend the use of any substitute products
tamM �-0 �" as shingle underlayment.
_. 1Ft'RAmAAI -
s ;Shf,W.,d(mtrolrallon, K06141AM Wo deep,uqc Inede4-1-
So APPLICATION INSTROC'i'IONS
era hush wt<h chinflla cur�co pcmotratfon k,�o.h,,��A A^�hM» STABI COURSE:A starter course may consist of TAMKO Shingle
Starter,self-sealing 34ab 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 1l4 in.to 3/8 in.
(Continueco
Central District 220.West 4th St., Joplin,MO 64801 600-641-4691" s vrr�
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
tamkoxom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District . 5300 East 43rd Ave., Denver,CO 80216 800=530-8858 2
�[tllt e (CONTINUED from page 2)
TAMKOlm HERITAGE 30
BUILDING PRODUCTS
"MIN,ATED AISPRA6`P SHIN 6BS
Dallas, TX -Tuscaloosa, AL• Phillipsburg, KS Joplin, MO
SHINGLEAPI?LICATION:Start the first course,with a full size shingle 6.6OW SLOPE APP61CATION
and overhang the rake edge 14 in.Cut 10-3/8 in.from a full shingle On pitches 2In,per foot to 4 in.per foot cover the deck with two layers
to form n 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 23.1n.long shingle to start the thins course.Use along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place
the remaining 16-3/8 in.piece of shingle to start the fourth course and a 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:All succeeding courses will be positioned to overlap the
up the rake in as.many rows as necessary using the same formula preceding course by 19 in.If winter temperatures average 25°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 ridge of the.sawtooth of the underlying shingle for a 5-5/8 in, plastic Roof Cement from eaves and rakes to a point of a least 241n.
exposure(see shingle application drawing illustrated on this,panel). inside the interior wall line of the building.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 underiayment 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.
NQM Do not align joints of shingle courses when working in cut 7•MANSARD ROOF OR STEEP SLOPE ROOF
pieces.Joints should be no closer than 4 in.from one another. If the slope exceeds 21 in.per 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
pic-ce and applied to shingles with a 5-58 in.exposure,use 6 fasteners
to a18° per shingle.See Section 3 for the Mansard Fastening Pattern.
8.R&Roonti c
- to-�eu [� Before re-roofing,be certain to inspect the roof decks.All plywood-
shall meet the requirements listed in Section 1.
Nail down or remove curled or broken shingles from the existing
�s eta 23a' roof.Replace all missing shingles with new ones to provide a smooth
Miike F'Ii base. Shingles that are buckled usually indicate warped decking
to-3/s• or protruding nails. Hammer down all protruding nails or remove
them and refasten in a new location.Remove all drip edge metal
5111 course .
23^ 16418' and replace with new.
4111 Course -18-318"
If re-roofing over an existing roof where new flashing is required
3rd course 23'' to protectagainst ice dams(freeze/thaw cycle of water and/or the
2nd Course 29" - 29„ - backup of water in frozen or clogged gutters),remove the old roofing
r.,�ovr.. Tutt to a point at least 24 in. beyond the interior wail line and apply
f o.tls' TAMKO's Moisture Guard Plus�1'waterproofing underlayment.Contact
---love "►
TAMK 's i
ServicesTechnical Department for more information.
Measurements will vary when nesting over an existing 5 in.exposure
single roof:C6II TAMKO Technical Services for further information.
Cut�vw�°I c.:o:acNnlN ro.^a,e
m r^teaa 2X The nesting procedure described below is the preferred method for
reroofing over existing metric size shingles with.4 5-5,18 in.exposure.
See description below-
21' Xr Starter course:Remove the tabs and an additional portion from the
head of a full size shingle so that its height is equal to the exposure
. .a
of the existing shingles.Position the resulting strip over the existing
roof edge(with the factory-applied adhesive step 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
at the'eaves.The existing roof should overhang the eaves far
2.,r�.s,w,rr 25',23'.,e aa--a To mo. enough to carry water aff into the gutter.If this is not the case,
>~s ym can=ec.4'%r(+9 eCaTMJka Con rrrq ane
e,kar.a ,„Qa cut and apply the starter strip so that it will provide sufficient
overhang for proper drainage.
'3rrst Course:Remove an amount from the butted a of a full-size.. ,ficin ercroory W;lo.dip.,r N.*.e9w xn 5'f+kx<,wr 9
a"°"° "�*� «"" ° "'ra°r °'•"°"' shingle so that the remaining portion of the shingle fits between the
r:carrm mnm.,aax rw:unn.
xoreap°—Won j, butts of the existing third course.This course must also beapplied
lilt pk1ee.4e 3 nna,rd ec-Umc,true 4-t-.- .
evenly.along the eaves edge of the new starter strip.
(Contlnued)
Central District 220 West4thSt., Joplin,MO 64801 800-641-4691 1uo9
Visit Our Web Site at, Northeast District 4500 Tarnko Dr., Frederick,MD 21701 800-368-2M-
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
talrnko.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 3
a (CONTINUED from page 3)
TAM HERITAGW 30
BUIiaD1AiG PIIODUC'TS LAMINATED ASPHALT SHINGLES
Dallas,TX •Tuscaloosa,AL• Phillipsburg, KS * Joplin, MO
Second and Succeeding Courses:.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 �a7aycen;dam
shingle in the course above.This method should create an exposure
of titil Fps;,Mei<.lua
of 5-5/8 in, after the first course.,When beginning the succeeding cua�trt�sp s°td• o`"°°�"
ro heaves�moim9\ / mxl pt c9Myz'e
courses continue to follow the Heritage application instructions. e-nerdenduvnge
12'-ts-t:eyont
(See section 5). warrM
Existing 5timgles
- �_y _ UrxiaN,rm+ni ��� tw fns;ene;s nilttul
t y� 13 va
\ t ,"Ia� z
Drip edge,
i r \!r �4� �l' Ute vertical dc•,gy.2—1—tack
riPedge - tmm. ayxn:eRa:a,dc ed g
New shingles' ' i��, j �. ` i- - tha vsxdcal GNNI-..
5 5/8 Y- i3_/ 5 s a'exposure 10.RIP AND RIDGE FASTENiNG DETAIL
exposure
Apply the shingles with a 5 in.exposure beginning at the bottom
i I 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,
5-1/2 in.back from the exposed end and 1 in.up from the edge.
Over the shingle underiayment,center a minimum 36 in.wide sheet
ofTAMKO Nail-Fest-,Moisture Guard Plus`"ora minimum 50 lb.roll TAPvIKO recommends the use of TAMKO Hip & Ridge shingle.
roofing in the valley.Nail the felt only where necessary to hold it in products.Where matching colors are available,it is acceptable to
place and then only nail the outside edges. use TAMKO's Elite Glass-Seal shingles cut down to 12 in.pieces.
iM�ORTQNT 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 RENDING IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE
SHINGLES TO FORM VALLEY, TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE-
After valley fiashing.is in place:
13ENDING SHINGLE IN COLD WEATHER.
r Apply the first course of shingles along the eaves of one of the _ ofrection of prevailing wind
intersecting roof planes and across the valley. start 51 exposure
Note:For proper flow of water over the trimmed shingle,always here-
start applying the shingles on the roof plane that has the tower �?
slope or less height. I
1 1, \.Fastener
-5•tra�.
• Extend the end shingle,at least 12 in.onto the adjoining roof. start w
Apply succeeding courses in the same manner,extending them - here 5e exposure
across the valley and onto the adjoining roof.
• Press the shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION
• Use normal shingle fastening methods, INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES
Note:No fastener should be within 6in.ofthavalleycenterline, 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 TAMK00.Moisture Guard Plusil).Nail Fastfl,TAM-PROO and HeritageU are registered
p trademarks of TAMKO Builc inq Products,Inc.
shingles for guidance.
Information Included In these application insinrctiom was current at time of printing,To
• To complete the valley,apply shingles on the adjoining,roof obtain a copy of the most current version of these application Instructions,ish us online
plane by positioning the tip of the first shingle of each row at at tantko.com orcatl us at 8g0-641-4691_
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. 11/09
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 Exp., Dallas,TX 75216 800-443-1834
t u
Western District 5300 East.43rd Ave., Denver,CO 80216 800-530-8868 4
orida Building^ode Online ', https://www.floridabuilding.org/pr/pr app ti-aspx?paran'=wGEVX.--
i i � 1�✓ ,yw't�Itl ��� r
A • y s �� �,ti
t
n
.�_ •,,,,}�.�r� SCLS Horne log In User.Regt tratbn Hot Topim SUDMI Surdwrge Stats&racts Pubtiratiam PBC Staff SCIS Site Map tfiks Search
U"Siness,fPrduct Approval
4$ PubkUserUSEH:yrrofessiona
Product Aper°vat eaV>Pyr?s1r o[luiP�xfWn s arch>�p atbn ltst>ApP�tbn OetaR
Fl# -FL16048-R3
- Application Type Revision
Code Version 2014 '
Application Status Approved
F
COP-"f
Comments
Archived
Product Manufacturer TRT-BUILT Roofing Products
Address/Phone/Emall 9050 Louisiana Street
Merrillville,IN 46410
(201)842-2449
david.njiz@tribuiltmateriaisgroup.com
Authorized Signature David Ruiz
david.ruiz@tribuf itmateriaisgroup.cam
Technical Representative David Ruiz
Address/Phone/Emall 250 Route 17 North
East Rutherford,N3 07073
(201)842-2449
david.rulz@tribuiltmaterlaisgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nleminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By Sohn W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence Fl 16048 R3 CQI 2015 01 COT Nieminen'pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
I of 2 5/24/2016 9:58 AM
ofida Building Code Online https://www.flotidabuilding.org/pr/pr_appjfl.aspx?param=wGEVX
Equivalence of Product Standards
Certified By
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 10/21/2015
Date Approved 12115/2015
Summary of Products
-----------
!'FL# Model,Number or Name Description
I 16048,i TRI-BUILT Roof Underlayments Self-adhering,modified bitumen roof underlayments
Umits Of Use
Installation Instructions
Approved for use In HVHL*No FLL6_G_4Q._R�3L2_015 10 FINAL ER TRI:
Approved for use outside HVHZ.Yes3.0 Lf
Impact Resistant:N/A Verified By:Robert Nieminen PE-59166
Design Pressure:+N/At-45 Created by Independent Third Party:Yes
Other. 1.)The design pressure noted herein pertains to use I Evaluation Reports
of foam-on the systems overtop the self-adhering E4k604AR_3LLELZQjS 19_FINAL
—Ek_7
undertayment for one particular application.See ER Section BUILT UNDERLAY 1" -Rj.gjg
_KgNj5F Q48 f
S.6 for details.2.)Refer to ER Section.5 for other Limits of j Created by Independent Third Party:Yes
i Use.
fiackl F-1
=iKLUS::1949 Nom Monro e Strect.-MillahpMe EL 32a22.fM2ng*1150,487-1824
The State of Florida Is an AA/EEO employer. etlyacy statement.;
Under Florida law,email addresses are PUNIC records.If you do not want your e-mall address released in response to a public-records"quest,do not send electronic
mat to this entity.Instead,contad the office by phone or by traditional mat It you have any questions,please Conrad 850.467.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective october 1,2012,licensees licensed Under Chapter 455,F.S.must provide the Department with an emall address It they have
one.The emacs Provided May be used for official communication wth the licensee.However emall addresses are PUNIC record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made avallable to the Public-7b determine it you are a licensee under Chapter
455,F.S.,Please dick NO-.
product Approval Accoptirs-
wm
NWcrra
MOTO
2 of 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
@@ 8 1 1 ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-R3
dba TRI-BUILT Roofing Products . FL16048-R3
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 611320-3 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 5"' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTICIN: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,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 I 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 'TrinityI 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: ,tett!erq,
=C dao-54.+en
���Si';;•�"'�i,�C, The facsimile seat appearing was authorized by Robert Nieminen.
Robert J.M.Nieminen,P.E. �� "a, �,�.•
; ,p,��t„�. P.E.an 10/08(2015.This dDes not serve asanelectronicaltyslgned
Florida Registration No.59166,Florida DC4ANE1983 document.signed,sealedhardcopleshave been transmittedto 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)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 1n the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that.purpose.
TRINITY:ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT,have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,15075.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(7576049) Physical Properties 540540.03.14 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 543530.02.14-1-R3 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 DESCRIP*noN:
4.1 Self-Adherinx Underlavments: ,
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, 5B5 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. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
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.
Exterior Research and Design,I.I.C. Evaluation Report A42460.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
F
TRINITY ERD
5.4 TRI-BUILT Roof Underla ments may be used with an prepared roof cover where the product is specifically
Y Y YP P
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 OPTIONS
Asphalt Wood Shakes
Underlayment Nall-On Tile Foam-On Tile. Metal Slate
Shingles &Shingles
Tri-Built it S and-R SA Shingle g Yes Na No No Yes Yes
Underlayment
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
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.
r Tri-Built S/A HT TU Underlaymeni with 3M1 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 Direci-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
> Plywood; ASTM D41 primed plywood; OSB; ASTM 041 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;SECUROCK 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 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 II 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
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certilkate of Authorlmdon#9503 FL16049-R3
Revision 3:10/08/2015
Page 3 of 5
TRINITY,ERD
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile
applications. Maximum Design Pressure is the result of 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 AH).
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:
6.3.1 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:
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 30 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 from the.center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU 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.
Exterior Research and Design,LLC_ Evaluation Report A42960.10.12-R3
Gertlfkara of Authorization#9503 FL16048-113
Revision 3:10/08/2015
Page 4 of 5
TRINITYERD
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 CiA agency for information on product locations covered for F.A.C.Rule 9N-3 CIA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
I
it
I
i
Exterior Research and Design,LLC- Evaluation Report A42960.10.12-R3
Cerufkote of Authorkation#9S03 PL16048-113
Revision 3:10/08/2015
Page 5 of 5