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Prinhict Arnxnaal Marin>?mtl�r-or Arxsiic�t+on Search>Arr.iir:tion I.rrt>Application 1tlon Detail 4 �'w
FL#
FI-1956-R12 PERMITTING
" Application Type Editorial Change St. Lucie County, FL
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,lnc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Authorized Signature Kerrl Eden
kerri_eden@tamko.com
Technical Representative Kerri Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri,-Rden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency UL LLC
Validated By Robert J.M.Nieminen,PE
J Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
ASTM D3161 2009
ASTM D3462 2009
ASTM D7158 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 09/17/2015
http://ivw,,v.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6._. 3/23/2016
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# Model,Number Description
or Name
1956.1 Elite Glass-Seal A three tab asphalt shingle.
Limits of Use Certification AgencyCertificate
Approved for use in r"L1956 R12 C CAC E1,1,956 R11 C CAC Tainko S:ry Conf FL 1956 2015,bdf
HVHZ:No Ft1956 R12 C CAC UL CeMficatian 10-11-12j2df
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 11-9ta Seat EIf e Glass al ap�inst.-df
Other:Asphalt shingles ..Verified By-Robert Nleminen 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 FL19-96 R12 C C4C FLI956 R1 I C CAC Tamko cern Conf FL 1456 2015.pdf
HVHZ:No Ft1.956 RIZ CCAC UI_ CertifiCatiyn 10-II-12.adf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A Elite as=Seal -,, inst.p it
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 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved1or use in FL�Q fi fit?C_� -"_L195a_[1 ramkn S•Zry conffl.1 5 20JLPd�
HVHZ:No FL1956 R12_C CAC_UL_certification 10-11-12.Adf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation`Instructions
Design Pressure:N/A - 956 R12 11 tiefitage Q_F J F aUjn,t.pd
Other:Asphalt shinglesi X195. 6 P.1„ 11 NFntaga_F_�gn irLt;gdf
shall be used only on roof5 __P. 11_Fteritar� _apa jrlst
slopes of 2:12 or greater. Verified By:Robert J.M.Nleminen FL 59166
Nails must be used as the Created by Independent Third Party:No
method of attachment. Evaivation Reports .
Created by Independent Third Party:
1956.4 Heritage 30 A dimensional asphalt shingle,
Limits of Use Certification Agency Certificate
Approved for use In i 956 1?_C AC F11956 R1L_C CAC Tamko Ser)Corif FL 1 56 -01 .gdp
HVHZ:No FL1956 R12 C CAC UL certification 10-I1-12.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 R ' r hecitaoA. 30 aa^ Inst eD'-il lQ,
Other:Asphalt shingles L9?S6 R1 J.II "sritaae 3C a r_In,t i a.,ril lapUJ
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 asphaltshingle.
Limits of Use Certification Agency Certificate
Approved for use in {k 956 -L qGk _ E,l. 5> R1 1, y r"Ai_I r�rk� ' u Canf f't 1956._2 1T f
HVHZ:No IYj5fi Rl5 C_,iiC U� Carti{tatio 10.1±-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 FL.19S6 1112 11 heritag=_ 50 ano Inst aprif Mindr"
Other:Asphalt shingles FLA956 R121! heritage. 50 app Inst f aprif 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:
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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 119,b_F1?.� C I:— 1956 R11 C G?�l aMm n Shy Cont FL 1956 20j_jpdf
HVHZ:No FL1:156 RIC CAC U� cai2if as nn 10-i1-].?.od`
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLi956R12 11 HeELLa_ge Premium f) P aon nst.p�f
Other:Asphalt shingles FL1956 R1"?, !1 tierltaae remium a o inst.pd;
shall be used only on roof FUt 56 P12 11 Heritacie Prpruurn T app cost odf
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 FL]9 6 q 2 CS C FL1956 KL G %AC Tamko Sergi Cgpf FL 1956 ?0].5.o�if
HVHZ:No FL1956 R12 CAC Ul,shingle ma rix. df
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A Fr_1956 R12 11 H,ritage Vintage ann inst.odf
Other:Asphalt shingles Verified By:Robert].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
12X12 Hip and
Ridge
Limits of Use Certification Agency Certificate
Approved for use in 9 G R1 C (P.r FL19.55_R11 C CpC_rami o 5±-Ly Cpnf FL i°Sr,, 201 j.df
HVHZ No FL1956 R12 C DAC UL mingle matr!& dr
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 rI TAMKOM Herrtaoerj� 12 x 12 trio and Ridge Appllcation_�nst:uctions•odf
Other:Asphalt shingles Verified By: Robert 1.M.Nieminen PE 59166
shall be used only on roof Created by Independent Third Party: No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
JT1956.19Heritage A dimensional asphalt shingle.
Woodgate
Limits of Use Certification Agency Certificate
Approved for use in I C CAC Tarvmko Sery s_onf--L 12_�6_?1S. df
HVHZ:No FF56 Ri? C CAC (L rQrtfc inn
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_i956 R12 Ii Heritaae Wordaa;e D apn inst.Udf
Other:Asphalt shingles Fl-i956 R12. Ii Herltane ;Voodriate F aoo inst.eif
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 FL19516 R12 C CAK ELI-a,56 R1_1C CFIC Tambo Sery Conf PL 1956 2015.p_+f
HVHZ:No F11956 &12_!ZCAC UL c,rtificatfppiCt_11-12.pCf
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 I1 heritage xl aD0 Inst d aPril 1 .odf
Other:Asphalt shingles F1-1956 R12 It heritage xi apo inst f arml 10,odf
shall be used only on roof Verified By:Robert Nieminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party:No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
[19561.11Hip and Ridge Hip and ridge shingles
Shingles
Limits of Use Certification Agency Certificate
Approved for use in F1-1956 CAC FL 195§ ;_1`C CAC T rlhp fiery(-'ani FL 1956 20�S. df
.HVHZ:No Fl i 56 i l? C CFC UL C2t'ficat2n 12_11=31.pa'
http://w�v-%u.floridabuilding.orgipr/pr app_dtl.aspx?pararn=wGEVXQwtDgs%2finGFoyT6... 3/23/2016
Florida Building Code Online Page 4 of 4
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLITK_R1s.31-1-2
Other:Hip and Ridger�I9St R?2 i1 12_x12-ip_Rid< _,A plicatcin Sn�tructEart df
shingles shall be used only FL1956 R12 Il 12-1-4x12 KpRidge ti giant Dab rllustratlons.pdf
on roof slopes of 2:12 or 17;1956 fti' 11 12x.1;Hi Rldoe: ?al�er�dub Iiltlsrr iprs.?dt'
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:.
Bich Ne xi
Contact Us::1940 North Monroe 51rest.Tallahassoe FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Ronda,;:Pnvacv statement::Accessibility statement::Rehcrd Statement
Under Florida law,email addresses are public records,,If you do not want your e-mail address releasod in rosponse to a public-records request,do rot send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any qumhons,please contact 850.487.1395.'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 email address if
-they haa,one:The emails provided may he used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal.address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click h."e.
Product Approval Accepts:
atvri t rrs^,::.cc`s
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Application Instructions toc
TAMK� HERITAGV 3®
IIItILDINiG PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX •Tuscaloosa,AL • Phillipsburg, KS ® Joplin, MO
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW.THE MANUFACTURER'S INSTRUCTIONS.
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 OFTHE SHINGLES.
IMPO TA T It is not necessary to remove the plastic strip from the back of the shingles.
I.HOOF DECK &FASTENERS
These shingles are for application to roof decks capable of receiving WND 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 CONSTRUCT ON:Roof deck must be smooth, or blowing dust.In these situations,hand sealing of the shingles is
d and free from warped.surfaces. It is recommended that metal recommended.To insure immediate sealing,apply 4 quarter-sized
dabs of TAM-PRO''Premium SBS Adhesive or TAMKO Tam-Seal
drip edges be installed at eaves and rakes.
Adhesive on the back of the shingle 1 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 SBS 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 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.HENTMATION 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 mphas stated in the limited warranty.See limited
warranty for details.
3.Rotting of wood members.
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 located 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 1.3-1/2 in.back from 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 near the ridge.If the ventilation STANDARD FASTENING PATTERN
openings are screened,the total area should be doubled. FASTENERS NAIL ZONE
COMMON
BOND
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION, EXPOSURE6.6l9?
12-1/2"—+}r—12-3113°—+ 12-1/2"--► �-1"
(ConNnued)
Central District 220 West 4th St., Joplin;MO 64801. 800-641-4691 ivo4
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.eom Southwest District 7910 S.Central Exp., Dallas;TX 75216 800-443-1834
Western District 5306 East 43rd Ave.. Denver.CO 80216 80b-530-6668
Irl o (CONTINUED from page 1)
TANK HERITAGE'' 30.
BU[SBING PB000C'1`S LAMINATE® ASPHA6T SHINGLES
Dallas, TX • Tuscaloosa, AL . Phillipsburg, KS •'Joplin, MO
2) Mansard Fastening Pattern. (For use.on decks with slopes be a minimum of 1-1/4 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 314 in.The
and one fastenr 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 NAIIZONE Property Driven Improperly Driven
COMMON urrahrdrrven .overdriven vmked.
BOND
SA,
EX
EXPOSURE 5.518" _1\ \ * Daddn9
wokm
tom,( )aa-ta'w4.-r•irz"-r)+-�-�t"-►1+-"t-tn�-►}o-r•trz�( fe-r
3) High Wind Fastening Pattern. (For High Wind Application GAIL)011f ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
requirements)One fastener 1 in.back from each end.One fastener ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE.
8-1/2 in.back from each end and one fastener 16 in.back from each_ 4"OH®ERlalIYMEii`t'
end fora total of six(l)fasteners per shingle.In addition to this shingle'
fastening pattern requirement for High Wind Application,.TAMKO UNDERLAYMENT:An underlayment consisting of asphalt saturated
also requires the use of the following TAMKO products:TAMKO felt must be applied over the entire-deck before the installation of
felts or underlayments;TAMKO Moisture Guard Plus underlayment TAMKO shingles.Failure to add underlayment.can cause premature
at all eaves,rakes,and valleys;TAMKO or TAM-PRO cements and failure. of the shingles which is not covered by TAMKO's 'limited
coatings products where required:TAMKOveritilation where required, warranty.Apply the'left 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 deft exposed, the underlayment felt may
PRO SBS Adhesive or TAMKO Tam-Seal Adhesive.Also,see local be adversely affected by moisture and weathering. Laying of the
building.codes for proper nailing application.High Wind Application underlayment and 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 ars:
It is not offered for recover applications. If.High Wind Application
requirements are not followed,the High Wind Application Warranty - TAMKO No.15 Asphalt Saturated Organic Felt
MPH, as stated on Table I in the Limited Warranty, reverts to the - A non-perforated asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH limit.(See Mansard and ASTM:D226,Type I or ASTM 04869,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
and Moisture Guard Pluses(additional ventilation may be
of application. Standard type roofing nails should be used. Nail required.Contact TAMKO'sTechnical Services Department
shanks should be made of minimum 12 gauge wire,and a minimum for more information.)
head diameter of 3/8 in.Nails should be long.enough to penetrate
3/4 in.into"the,roof deck:Where the deck is'jess 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.TANIKO'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, skylights or dormers to help"prevent
� "� tmP`Qpa yDi1v" water damage, Contact TAMKO's Technical Services Department
0 T XWmnd1WWM Mdudvrn arerdriw c.Obld for more information.
Asphalt
TAMKO does not recommend the products
reomme use oany substitute
ok q as shingle underl5ymenL
rtl r�l/a"nammet "jPIMR
�strnght,g.md M"M"hon.. IasdMnste Imo-P.uds InedCgvoto S.APPWC.ATION 10IRUCTIONS
mM Rueh roilh shl�ro sartaro pw,ahalion Wes shtragte �
SM8 JIERCOURS_E;A starter.course may consist of TAMKO Shingle
Starter,self-sealing 3-tab shingles or a 9 inch wide strip of mineral
STAPLES:.If staples are used in the attaching process, follow the surface roll roofing.If self-sealing 3-tab shingles are used,remove
.above instructions for placement.All staples must'be driven with the exposed tab portion and install with the factory applied adhesive
pneumatic staplers.The staple must meet the following minimum adjacent to the eaves.Attach the starter course with approved
dimensional requirements:Staples must be rnade 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 crownWidth is measured outside the legs).Leg length should edges 1/4 in.to 3/8 in.
(Continu"
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 Iros
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
taE71koxom Southwest District 7910 S.Central Exp.. Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave Denver,CO 80216 .800-580-81368
E [�! IIIIIIIIIIIIIIIIIS (CONTINUED from page 2)
TAMKO HERITAGE" 30
BUILDII PR®D®GTS LAMINATED ASPRALT SHINGLES
Dallas, TX *Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
SHINGL Start the first course with a full size shingle S.LOW SLOPE APPLICATION
and overhang the rake edge 1/4 in.Cut 10-3/8 in.from a full shingle On pitches 2 in,per foot to 4 in.perfoot cover the deck with h-vo layers
to form a shingle 29 in.long,Use this to start the second course(see of asphalt saturated felt.Begin by applying the felt in a 19 in,wide strip
diagram below).Cut a 23 in.long shingle to start the third course.Use along the eaves and overhanging the drip edge by 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.vide 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 25T or less,
as outlined above.The butt of the shingle should be aligned with thoroughly cement the felts to each other with TAM-PRO or TAMKO
the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. Plastic Roof Cement from eaves and rakes to a point of a feast 24 in.
exposure(see shingle application drawing illustrated on this panel). inside the interior wall line of the building.As an alternative,TAMKO's
When you make your final cut at the roof's edge,flip any pieces that Moisture Guard Plus"self-adhering waterproofing underlayment may
are 8 In.or longer back onto the roof.These pieces can be worked be used in lieu of the cemented felts.
in anywhere without creating zippers or color variations.
NQJEa Do not align joints of shingle courses when working in cut '^MANSARD ROOF OR STEEP SLOPE ROOF
pieces.Joints should be no closer than 4 in.from one another. If the slope exceeds 21 in.perfoot(60),each shingle must beseafedwith
TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive immediately
upon installation.Spots of cement must be equivalent in size to a$.25
piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners
per shingle.See Section 3 for the Mansard Fastening Pattern.
D.RE-ROOFING
repeat
eourus 16-3/8" 29„ Before ie-roofing,be certain to inspect the roof decks.All plywood
23„ shall meet the requirements listed in Section 1.
9„ Nail down or remove curled or broken shingles from the existing
�Irw Full _2a" roof.Replace all missing shingles with new ones to provide a smooth
base. Shingles that are buckled usually indicate warped decking
10.3/8" or protruding nails. Hammer down all protruding nails or remove
Slh tours=
them and refasten in a new location. Remove all drip edge metal
I
and replace with new.
41h course j -168
IIII If re-roofing over an existing root where new flashing is required
3rd cam- 23" t to protect against ice dams(freeze/thaw cycle of water andlor the
backupof water in frozen or clogged utters remove the old roofing
2n0 course - 29" 29^ 1 99 gutters), 9
to a point at least 24 in. beyond the interior wall line and apply
10-3/0, TAMKO's Moisture Guard Plus"waterproofing underlayment.Contact
TAMKO's Technical Services Department for more information.
Measurements will vary when nesting over an existing 5 in.exposure
single roof:Call TAMKO Technical Services for further information.
The nesting procedure described below is the preferred method for
a IG�•t;'Y cii �»
a_� = reroofing over existing metric size shingles with a 5-5/8 in.exposure.
See description below:
Starter Coarse:Remove the tabs and an additional portion from the
head of a full size shinale so that its height is equal to the exposure
of the existing shingles.Position the resulting strip over the existing
roof edge(with the factory-applied adhesive strip along the eaves).
Cut approximately 6 in,from the rake end and apply the remaining
portion at the eaves.Continue the starter strip by applying full length
shingle strips cut to height as above.evenly along the existing roof
at the eaves.The existing roof should overhang the eaves far
2Pw +44'14an;m va:,n:ul �u
., , ._,•.10 J!V. 10 xX w",aa. enough to carry water off into the gutter.If this is not the case,
AS yTw can P'i.,i:r,?a iRr,JIvi mY.1 tn�aR5
cut and apply the starter strip so that it will provide sufficient
overhang for proper drainage.
3 First Course_Remove an amount from the butt edge of a full-size
shingle so that the remaining portion of the shingle fits between the
NOTE 0—.41pnbutts of the existing thirdcourse.This course must also be applied
cat PL•cn.JNnts 61w,11 tM M tlo.4N Inas 4'limn arta anotnn.
evenly along the eaves edge of the new starter strip.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/119
Visit Our Web Site at Northeast District 4500 Tamko Dc, 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 752216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 60216 800-530-8868
(CONTINUED from page 3)
T MK HEHITAGIr 30
B916DING PRODUCTS LANINATSD ASPHALT SHINGLES
Dallas,TX •Tuscaloosa, AL• Phillipsburg,,IS •Joplin, MO
Second and Succeedina 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
shingle in the course above.This method should create an exposure " "n36
g P of Zvi Fast,With-
of 5-5/8 in. after the first course.When beginning the succeeding Mod RZor60to.
m heav:r+2`"rcorng mx1 of ch3cre
courses continue to follow the Heritage application instructions. r-4.,d ecd rhori-_
t2'-ta'teysrti9
(See section-5). -�•; �„�.r,�;�,r:,R
Existing shingles:
•'1ti_ - uMe4Yrerfi �_ iw<:u:xnus wffh
6, m
ci M�
13 114-
Drip
/a Drip edgo
t 1\,.�` �1 .+ t•' f�' [—• RB(P tYJ O}shu%}A rA5 itto cC1,re 0i
rip' ellie mt¢af siw;w.2 indws 62cf+
dg@ rnim.auer cen'.eri.re�nG arer(ng.
New shingles me utimisw3�.
'exposure 10.111P AND QIOGE Fill<5'I"ENING DIE:1'A16
5 5/8" 5/8
expos a
I Apply the shingles with a 5 in.exposure beginning at the bottom
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 underlayrrient,center a minimum 36 in,wide sheet
of TAM KO Nail-Fast-,Moisture Guard Plus"or a minimum 50 Ib.roll TAMKO 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.
IMF!Q T—ANT,PRIOR TO INSTALLATIONWARM SHINGLES TO Fasteners should be 1,14 in.longer than the one used for shingles
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT:,PRIOR TO INSTALLATION, CARE NEEDS TO BE
SHINGLES TO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
After valley flashing is in place:
BENDING SHINGLE IN COLD WEATHER. .
• Apply:the first course of shingles along the eaves of one of the Direction of prevailing wend
intersecting root planes and across the valley. Start 51 exposure
here--
Note:For proper flow of water over the trimmed shingle,always 1°
start applying the shingles on-the roof plane that has the lower �?�• �'
slope or less height. f Fastener
Fr
• Extend the end shingle at least 12,in.onto the adjoining roof. ' II Start
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 THE MANUFACTURER'S APPLICATION
• Use normal shingle fastening methods.
INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES
Note-No fastener should bewithin6in.of thevalleycenterifne, 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 TAMKOO,Moisture Guard Plus+.Nail FastGl,TAM-PROD and Herragea)are registered
P trademarks nt 7AMRO 9u11ding Products,Inc-
shingles for guidance.
Irtormatlon fnduded In these applkat on instructions was current at time of printing,70
• To complete the valley, apply shingles on the adjoining roof chin-in n copy of the most current version of these application instru,_tlons,visit i.s online
plane by positioning the tip of the first shingle of each row at at tamko.em 0r Call us at 806-641-4691.
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 . 1.vo9
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 800-530-8868 Li
oridaBuilding"Ode.Online https://www.floridabuilding.orWpr/pr_app dti.aspx?paranz=wGEVX...
t
_,1 -c{ :{�,�',-r�i,' BCIS Home Log In User Re ration Hot Topics SutlmR Surcharge Stats&Facts Publications FBC Staff SCIS Ste Map Unk3 Search
Business, _
Prof' C (1^�`►^�' i,�Product Approval
t [IJi L.J.3�tJi a (j1' U USSR:Public User tach � I
1�T^.^"'R' C ii E ,yy^
w+tY'aY:�:t_s�� SDA qApproval >2fidca�9r CPPSI�P Seai�h>EPPRE .4lsS>Apitlan Dotal SEP 1 201
FL# 'FL16048-R3 AER[AIT INtG
Application Type Revision St.Lucie COuizty, CL
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville,IN 46410
(201)842-2449
david.ruiz@tribuiltmateriaisgroup.Com
Authorized Signature David Ruiz
david.ruiz@tribuiltmateriaisgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, N]07073
(201)842-2449
david.ruiz@tribuiltmaterialsgroup.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 Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
Validated By Sohn W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence Fly16048 R3 COI 2015 01COI Nleminen.pdf
Referenced Standard and Year(of Standard) Standard Y-991
ASTM D1970 2009
ASTM G155 2005
FRSA/TR1 April 2012(04-12) 2012
TAS 103 1995
1 of 2 5/24/2016 9.58 AM
nida Building Code Online https://www.flotidabuilding.orWpr/pr_app dd.aspx?parwn=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 12/16/2015
Summary of Products ___.__...___.._.....
.FL# Model,Number or Name Description
i 16048.1 TRI-BUILT Roof.Underiayments Self-adhering,modified bitumen roof underlayments j
Limps of use Installation Instructions
; Approved for use In HVH2:No k FL36048 R3.;I 2015 10 FIN _ER TRI-
Approved for use outside HVH2:Yes _BUILT UNDERLAY_%M FL1048-R3.pdf
Impact Resistant:N/A 1 Verified By:Robert Nieminen PE-59166
Design Pressure:+N/A/-45 ; Created by Independent Third Party:Yes
Other: 1.)The design pressure noted herein pertains to use 1 Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R3 AE 2QI5 1Q FINAL ER TRI=
underlayment for one particular application.See ER Section BUILT UNDER LgYMENT5 FL16048-R3.P-df
5.6 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent Third Party:Yes
Use.
Back
-=act_us::1540 North Monroe Street l'all'thassee FL 323H Phone:850-487-1424
The State of Florida Is an AA/EEo employer.CDmWgftt 2007-2013 State of a2nda.::Privacy statement::AGSS�S.IkF[v Statement::g 111Q�t@Lefiteat
Under Florida law,emal addresses are public records.If you do not ward your e-mail address released In response to a public-records request,do not send electronic
mal to"entity.instead,contact the office by phone or by traditional mal.7 you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida statutes,effective October 1,2012,licensees kensed under Chapter 455,F.S.must provide the Department wth an emau address If they have
one.The emals provided may be used for official communication with the licensee.However email addresses are public record.Ir you do not wish to supply a
personal address,please provide the Department with an emal address which can be made available to the public.To determine If you are a loensee under Chapter
455,F.S.,please click hetes•
Product Approval Accopts:
F_te�
ME
MW
14•Curo
tib �Yi
of 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH&DESIGN,I.I.C.
Certificate of Authorization#9503
MID 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE: (203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.30.12-R3
dba TRI-BUILT Roofing Products FL16048-R3
9050 Louisiana Street Date of Issuance.10/25/2011
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 5t' Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT:The Evaluation Report number preceded by the words "Trinity)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:
�? •-s
of
..-5-.,. .sok
Robert J.M.Nieminen,P.E. �s The facsimile sealappearingwasauthoritedbyRobertNiernmen,
1P_;j''�',t„�` P.E.on 10/08/2015.This does not serve as an e!ectranitally signed
Florida Registration No.59166,Florida DCA ANE1983 document.signed,sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitvlERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
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.
5. This is a building code evaluation. Neither Trinity lERD 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.
TRINI-TY ,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 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:
Entitv 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(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014
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-R7 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 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
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 Trinity I ERD 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 A42960.10.12-143
Cetvlkate of Authadwtion!19503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt Nall-On Tile Foam-On Tile Metal W0od Shakes State
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HTTU 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 Underlayment with 3M12-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBondTM'Roof Tile Adhesive(FL717)
5.6 Allowable substrates are noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TO Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
> Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built S/A HT TU Underlayment applied to:
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:
r ASTM D226,Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-R3
ceRI(kate of Authorization#9503 FL16048-113
Revision 3:10/08/2015
Page 3 of 5
` T ERE)
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 load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered.
5.7 Exposure Limitations:
5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
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 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 from the center of the valley or ridge in
each direction. For valleys,apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HTTU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the
underlayment.
Exterior Research and Design,LLC Evaluation Report A42960.30.12•R3
Certilkate of Authorkadon#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
TRINITY.ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having'lurisdiction in order to properly evaluate the installation of
this product.
B. MANUFACTURING PLANTS:
Contact the noted QA agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALM ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,UG Evaluation Report A42960.10.12-R3
Certificate of Author@atlon#9503 F116048-113
Revision 3:10/08/2015
Page 5 of 5