HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel 6f4
r � r
5, SCIS Home Log In User Registration Frot Topa Sutm t SurcNY Stats&Facts Publications FBC S1.19 BCIS Site Map Urtla Search
Business,�.
Professional ,'USEW PuNicU Product Approval
t
�'USERr Public User
pit i✓lii;iiit,..ri 1
Aptxoval 14onu>P—t.ct nr Atmlicadtm 5=,arch>Ardi,C:t19n k. >Application Detail
4 FL n FL1956-R12
i 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
kerri_e d en @ to mko.COM
Authorized Signature Kerri Eden
kerri_eden@tamko.com
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2305
kerri—eden@tamko.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or Listing
Certification Agency UL LLC
Validated By Robert J.M.Nieminen,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(ofStandard) 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://%v�vw.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE VXQwtDgs%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 Agency Certificate
Approved for use in EL1956 R 12 C CAC FL1956 RI I it CAC Tarnko Sery Conf FL 1956 29 5 pdf
HVHZ:No F1.1956 R12 C CAC UL ce,trfication 10-1.1-12.prif
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A F41�g5E R7 I�GI.is SealIEtt__{ls__ al app inat, d�
Other:Asphalt shingles Verified By:Robert Nieminen 59166
shall be used only on roof Created by Independent Third Party: No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.2 Glass-Seal A three tab asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in FL1956_R12 C CAC FL1956 R11 C CAC Tamko SeryConf FL 1956 201_pg
HVHZ:No FL1956 P,12 C CAC UL certificd tort •11.12 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 ElAe Glass Seal app i sn t,pdf
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 EbJj 6_R1r. C CSC FL1956 Rij_C CAC Tamko Sery Conf FL 1 56 2015,P9j
HVHZ:No FL!.956 R1? C CAC UL certifir_t�Lon 10-13. 12.ocf[
Approved.for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A EIA956 R12 II HgLLtaae D F J P app inst,gdf
Other:Asphalt shingles �t956 g1? Id gntaga F i2g irast_p
shall be used only.on roof ELL95LRUL-tier gA app i 1 �
slopes of 2:12 or greater. Verified By: Robert 3.M.Nieminen FL 59166
Nails must be used as the Created by Independent Third Party:No
method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.4 Heritage 30 A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in F,L.1956 R-12 C CAC -11956 R11 C CAC a n o Sery Conf FL 1956ZO,S per f
HVHZ:No FL1956 R12 C CAC I}L certification 10-11-12.rdf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A PLI256 R1 30 app roil` aoril 10.prjf
Other:Asphalt shingles Fi 1g5v_t112 II he ac 30 apR_)pst f ap111 ,IQ-pPf
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 FLl?56 RiZ C Cl;C FL1�__,R11 C CA(-IarrLka Sery Conf F- L 956_?015 1f
HVHZ:No FL1.55e:Ql,2 C C'ALUL c_qfcatio0 1D-31-12.gdf
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 50 app inst april 10.odf
Other:Asphalt shingles FL1956 R12 II heritane 50 a�np Inst f aord +0.ndf
shall be used only on roof Verified By:Robert Nieminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party:No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
http://,vvw-w.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgs%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 FLI956 R12 C CAC FL1956 P.11 C CAC Tamko Sery Cone FL 1956 1015__p-df
HVHZ:No FL1956 R' C C C UL cerrifica;fon 1R1i-1.2,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 FL1956 R12 1I Heritage Premium D P app Lnst.odF
Other:Asphalt shingles FL1956 R12 II Heritage Premium F fop inst.pdf
shall be used only on roof FLI956 R12 lI Heritacie Premium T app inst.odf
slopes of 2:12 or greater, Verified By:Robert Nieminen 59166
Nails must be used as the Created by Independent Third Party:No
method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in R31 C CAC Tamko Sery C�nf FL 1956 2015,�f
HVHZ:No FL1956 R1? C CAC UL shingle matrix.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 FL1956 R12 i1 Heritac Vintage app insLpdf
Other:Asphalt shingles Verified By:Robert J.M.Nieminen PE 59166
shall be used only on roof Created by Independent Third Party:No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.8 Heritage Vintage Hip and ridge shingles
12 X 12 Hip and
Ridge
Limits of Use Certification Agency Certificate
Approved for.use in FL1956 R12 C CAC FLI956 Ril C_ CAC Tamko erg Coni FL 1 .�6_ OLS df
HVHZ:No FLI956 R12 C CAC UL shingie matrix.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 FL1956 RIZ i1 TAMK0(9 Heritaga!B2 12 v IZ hip and Ridge AOpilcatlon Instructions.odf
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.
F1956.9 Heritage A dimensional asphalt shingle.
Woodgate
Limits of Use Certification Agency.Certificate
Approved for use in FL1956 R12 C fiAC FLI956 RS I C CAC Tamko S.ry Co yr f FL 1956 2Qjkpdf
HVHZ:No FL-1956 R12 C4C UL certification 10-11-12.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 FI-1956 R12 Ii Heritacie Woodcate D app inst.pdF
Other:Asphalt shingles FL1956 Rig 11 Heritage Woodaate F apo inst.odf
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 F!1956 Ri2. - CAC FL1956 R11 C Ct C Tamko S-Ev CoriFL 1956 2015.pdf
HVHZ:NO rL1956 t 12 C C .0 UL c�rtiC3Lnn_IO.11 J2.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 FLI956 R12 11 hQritage xip iiyst d april 1G.oc�f
Other:Asphalt shingles PLi956 R12 iI heritage xi app Inst F april Modf
shall be used only on roof Verified By:Robert Nleminen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party:No
Nails must be used as the Evaluation Reports
method of attachment. Created by Independent Third Party:
1955.11 Hip and Ridge Hip and ridge shingles
Shingles
Limits of Use Certification Agency Certificate
Approved for use in FL1956 R1 —C CA.0 FLI956 R12,C CAC Tamko Sery Copf FL 1956 201 Qff
HVHZ:No FLI956 R12 C_C.AC UL certificatl4n
http://ww%v.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQNvtDgs%2fmGFoyT6... 3/23/2016
Florida Building Code Online Page 4 of 4
Approved for use outside Quality Assurance Contract Expiration Date
HVH2:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design_Pressure:N/A FL19S6_R2 II_I s�5x Hlp-Ad i4ge_p�f
Other:Hip and Ridge FL1956 R12 II.12 x L2-jHip FI ;r_Applicatioit Instructions.�t
shingles shall be used only FL2956 R12 1I 12-1-4x12 HipRidcte Sealant Dab INustration tdf
on roof slopes of 2:12 or F2.1.956 R12 If 17.x12 Flipkidne.Sealant.Dab Illustrations.odf
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:
na.:k Neat
Contact Us::1940 North Monroe Street,Taliahissee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::.privacy Statement::Accessibility statement::Refund statement
Under Florida law,email addresses are public records.If you do not want your email address released in response 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 questions,please contact 850.487.1395.1Pursuant to
Section 455.275(1),Flonda Statutes,effective October 1,2012;licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official npmmunication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,pease 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 .re.
Product Approval Accepts:
jig
V14
http://tivww.flori dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6... 3/23/2016
Application Instructions for
TAMKO HEIRITAGW 30
DUILDING PRODOCTS 6AMINATRD ASP®ALT SHING6CS
Dallas, TX • Tuscaloosa, AL 4 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.
1.HOOF DECK &FASTENiERS
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.per foot to less than 4 in.per foot,refer does not occur.This can especially be a problem if the shingles
to special instructions titled`.'Low Slope Application".Shingles must are applied in cooler months or in areas on the roof that.do not
be applied properly.TAMKO assumes no responsibility for leaks or receive direct sunlight:These conditions may impede the sealing
defects resulting from improper application, or failure to properly. of the adhesive strips on the.shingles.The inability to seal down
prepare the 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
dry and free from warped surfaces. It is recommended that metal recommended.To insure immediate seating,apply 4 quarter-sized
drip edges be installed at eaves and rakes. dabs of TAM-PRO"Premium SBS Adhesive or TAMKO Tain-Seal
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.Forrnaximuin 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 a 1 in. nominal minimum thickness. Boards shall be properly can cause blistering of the shingles and may soften the asphait.in
spaced and nailed. certain underlayments resulting in the asphalt Itowing,dripping and
staining.Shingles must also be fastened according to the fastening
2.V ENTRATION 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
bond,and located horizontally as follows:
To insure adequate ventilation and circulation of air,place louvers
of sufficient size high in the gable ends and/or install continuous 1)Standard Fastening Pattern.(For use on decks with slopes 2 in.
ridge and soffit vents. FHA minimum property standards require per foot to 21 in.per foot.)One fastener 1 in.back from each end
one square foot of net free ventilation area to each 150 square feet and one 13-1/2 in.back from each end of the shingle for-a total of 4
of space to be 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
60N0 .
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQUATE VENTILATION. EXPOSURE6.5re^
12-3/8"-+- 12-1/2"-► r-i"
(Centlnued)
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
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 1
(CONTINUED from page 1)
ETABM: KO HERITAGE& 30
BUILDING'PRODUCTS LAKINATC01 ASPHAi r SHINGLES
Dallas, TX e 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 and 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 Properly Driven Improperly Driven
COMMON urvJerdmvi overdaven GFWRerr
BOND
AsphaA
9hlrwks
EXPOSURE 5.5481 1 \ 9 � `—Declnng
La 1a•al,Is-7-111.4{a7•.1/L"-►}!-7:r.9'-►}+-7.12°-Mlv-7-1r2"�{ �--1` .
3) High Wind Fastening Pattern. (For High Wind Application PAVJtON: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'TH[DIAGRAM ABOVE.
8-1/2 in.back from each end and one fastener 16 in.back from each �.DNDi:ALAYbiEN`S
end for a total of six(6)fasteners per shingle.In addition to this shingle
fastening pattern requirement for High Wind Application,TAMKO UNDEBLAYMENT: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 productswhere required:TAMKO ventilationwhere requited, 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-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 are:
It is not offered for recover applications. If High Wind Application
requirements are not followed,the High Wind Application Warranty - TA%4KO 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 nolLP-erfol-atec asphalt saturated organic felt
Tile Underlayment,TW Underlayment
NAILS:TAMKO recommends the use of nails as the preferred method - TAMKO TW Metal and and Moisture Guard Plust'(additional ventilation may be
of application. Standard type roofing nails should be used. Nail required.ContactTAMKO'sTechnical5ervices Department
shanks should be made of minimum 12 gauge wire,and a minimum for more information,)
head diameter of 318 in.Nails should be long enough to penetrate
314 in.into the roof deck.Where the deck is fess 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
rnD�; ImDwD�4ruew water damage. Contact TAMKO's Technical Services Department
3'8'tNne10mP1Lr. undcrerlvon °v°,eriven noOkM for more information.
TAMKO does not recommend the use of any substitute products
DftkI�g as shingle underlayment.
N _ �,p nammal 5.APPLICATION INSTRUCTIONS
slrn79Fn,gr",e D+u+aa+ati0n. lnsMlDu,in IOD tlCCD,'G,t9 InAeequale
STARTER COURSE: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 factoryapplied 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 acid 3 in.to 4 in.above the eaves
16 gauge galvanized wire.Crown width must be at least 15116 in. edge.The starter course should overhang both the eaves and rake
(staple crown width is measured outside the legs).Leg length should edges 114 in.to 3/8 in.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 rvat
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 600-368-2055
Southeast District 2300 35th Sl., Tuscaloosa,AL 35401 B00-228-2656
tamko.eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 2
(CONTINUED from page 2)
ETA:bMKY HERITAGE" 30
B®II60ING PRODUCTS I6AMINATED ASPHA16T SHINGLES
Dallas, TX •Tuscaloosa, AL • Phillipsburg, KS o Joplin, MO
SHINGLE APPLICATION:Start the first course with a full size shingle S.LOW SLOPE APPLICATION
and overhang the rake edge 114 in.Out 10.3/8 in.from a full shingle On pitches 2 in,per foot to 4 in.per foot cover the deck with two layers
to form a shingle 29 in.long.Use this to start the second course(see of asphalt saturated felt.Begin by applying the felt in a 19 in,wide strip
diagram below).Cut a 23 in.long shingle to start the third course.Use along the eaves and overhanging the drip edge by 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
Lip 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 edge of the sawtooth of the underlying shingle for a 5-5/8 in. Plastic Roof Cement from eaves and rakes to a point of.a least 24 in.
exposure(see shingle application drawing illustrated on this panel). inside the interior 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.
NQLEq Do not align joints of shingle courses when working in cut a•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
piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners
tp�18^ per shingle.See Section 3 for the Mansard Fastening Pattern,
8.REROOFING
repeat 10-3/8
10.3/8" „
Before re-rooting,be certain to inspect the roof decks.All plywood
23" shall meet the requirements listed in Section 1.
t)" Nail down or remove curled or broken shingles from the existing
ralkePutt tsars" 23--, roof.Replace all missing shingles with new ores to provide a smooth
base. Shingles that are buckled usually indicate warped decking
1oa/s- or protruding nails. Hammer down all protruding nails or remove
Sthem and refasten in a new location.Remove all drip edge metal
in course -
23^ teara� and replace with new.
4th course 16-3/8"
If re-roofing over an existing roof where new flashing is required
Jrdeourw 23" - to protect against ice dams(freezeithaw cycle of water and/or the
2nd course I 2e• backup of water in frozen or clogged gutters),remove the old roofing
2s" r to a point at least 24 in. beyond the interior wall line and apply
utt 10-3/8, TAMKO's Moisture Guard Plus"waterproofing underlayment.Contact
® ®ere--._._► 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.
y Cvl tuW oral U.vrad etm'yb ru naiv:3'urq n 1U S"A'
6r^"r'�°ai° "'°°"��ro �°°=3'1Y3 The nesting procedure described below is the preferred method for
a 167.'0'W:rm
reroofing over existing metric size shingles with a 5-5,18 in.exposure.
See description below:
Is 7"a 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
of the existing shingles.Position the resulting strip over the,existing
v 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
el E,.�.r:uctcJ:m wrs n'u9 kA s.ya
enough to carry water off into the gutter,If this is not the case,
Pt Trw.c.,nhry7,1"R•9 EN;i(y3 aC„I.**}C1!9
cut and apply the starter strip so that it will provide sufficient
overhang for proper drainage.
First QQ
urse:Remove an amount from the butt edge of a full-size
.d ar.21 c".n+u.rtie,nb•"Y r:;-ae a^.t1.ern 9'cx 4r^J'+, .--
shingle so that the remaining portion of the shingle fits between the
NOTE:a°rotnli°n�wnb of atwgde c4waaYVMn xv,Yc,g In butts of the existing third course.This course must also be applied
" wt pkteY.JNn2e M.196 ee M[!tK r loan a'Tran Om!ntalnN.
evenly along the eaves edge of the new starter strip.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 600-641-4691 r v0s
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 600-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamkO.Com Southwest District 7910 8.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 60216 800-530.8868 3
(CONTINUED from page 3)
TAMX HERiTAGEO 30
BDILDING PRDDUE"I'S LAMINATED ASPHALT SHINGLES
Dallas, TX •Tuscaloosa, AL• Phillipsburg, KS • Joplin, MO
Second and Succeedinci 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 tzts«„t4rra
shingle in the course above.This method should create an exposure "
9 P of t4l Fast.M9iS4lro
of 5-5/8 in, after the first course.When beginning the GiR�o=01n l Fxvar."""
g ge succeeding w"
or he_a+er at=Nt and of zpukge
courses continue to follow the Heritage application instructions. e°Iauf end tNNit.
(See section 5).
�nn
Fx sting shingles
` ''•=' uodrla
y,, s int `� Ao Easenerskrth�
6'W ceMer,�
N
Drip edge
7tecn Lp of s*tnye cn tm ed33e at
Ute
\ vertical yc�gb.e^indw»bacA
Dtip edge Dom}key mnwtne arra m.tra+c
New shingles % me•mora{tldn;:e.
S 518'exposure 10.DIP AND RIDGE FASTENING DETA16
e
exposur
f -`f Apply the shingles with'a 5 in.exposure beginning at the bottom
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.
Overthe shingle underlayment,center a minimum 36 in.wide sheet
of TAMKO Nail-Fast,Moisture Guard Plus'or a minimum 50 lb.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.
IMpORTAN.PRIOR TO INSTALLATION WARM SHINGLES TO Fasteners should be 1!4 in.longer than the one used for shingles
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE
SHINGLES TO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
After valley flashing is in place: SENDING SHINGLE IN COLD WEATHER.
• Apply the first course of shingles along the eaves of one of the Direction of prevailing wind
intersecting roof planes and across the valley. start 5°exposure
Note:For proper flow of water over the trimmed shingle,always here--
start applying the shingles on the roof plane that has the lower
slope or less height,
n Fastener
• Extend the end shingle at least 12 in.onto the adjoining roof. l it 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 non-nal shinglt fastening methods. INSTRUCTIONS FOR THE ROOFING CONDITIONS
Note:Nofastener should bewithin 6in.ofthe valley centerline, DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES- 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 Must,Nail Fast®,TAM-PROS.and Hem (�t ageare registered shingles for guidance. trademarks of TAMKO Building Products,Inc,
Information included in these application Instntmons was current at time of printing.To
• To complete the valley, apply shingles on the adjoining roof obtain a copy of the mast current version of these application instructions,visit us online
plane by positioning the tip of the first shingle of each row at at tarnko.com or caii es at 800-641.4691.
the 2 in.point from the centerline where the edge of the vertical
shingle has been applied,covering the vertical shingle.
Central District 220 West 4th St., Joplin.MO 64801 800-641-4691 1tro9
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 .800-368-2055
Southeast District 230035th St„ Tuscaloosa,AL 35401 800-228-2656.
tamka.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4
..
7 u _
W1201 Florida Building Code Online
q ► ► E O A � , O P' ,'K�GY�...�.. �a
t iorida L)epartment�r BCIS Home I Log In User Registration Hot Topics ; Submit Surcharge y Stats&Facts ; Publications j FBC Staff F BCIS Site Map f Links ` Search E
Busines �,� ApprovalJ7 ,1
Professi nal 1LJ t SEER:PubliccUser
RegulationTH VVV
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16048-R3
Application"Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
Merrillville, IN 46410
(201) 842-2449
david.ruiz@tribuiltmateriaisgroup.com
Authorized Signature David Ruiz
david.ruiz@tribuiltmaterialsgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford, NJ 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 John W. Knezevich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16048 R3 COI 2015 01 COI Nieminen odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TRI April 2012(04-12) 2012
TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
https:/twww.floridabuilding.org/pr/pr app dtl.aspx?param=wGE\fXQwtDgtFPmdYNDWrwipmtAnRBjv5p/o2b)OZLyZQHEFccjDacy[FQ°/p3dp/pad 1/2
6[712016 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/08/2015
Date Validated 10/19/2015
Date Pending FBC Approval 10/21/2015
Date Approved 12/15/2015
Summary of Products
FL# Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering, modified bitumen roof underlayments
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16048 R3 II 2015 10 FINAL ER TRI-
Approved for use outside HVHZ:Yes BUILT UNDERLAYMENTS FL16048-R3.pdf
Impact Resistant: N/A 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 Evaluation Reports
of foam-on tile systems overtop the self-adhering FL16048 R3 AE 2015 10 FINAL ER TRI-
underlayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL16048-R3.odf
5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes
Use.
Baca Next
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to thls 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.must provide the Department with an email address If they have
one.The emails provided may be 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 here.
Product Approval Accepts:
sLvurhtC?u:TRic%
https:/twww.Widabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWrwipmtAnR8jv5°/g2b)GZLyZQHEFccjDacytFQ%3d%3d 2/2
EXTERIOR RESEARCH&DESIGN,LLC..
Y ,,r Certificate of Authorization#9503
353 CHRISTIAN STREET,UNIT#13
�RINI
!ER® OXFORD,CT 06478
Y PHONE:(203)262=9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-113
dba TRI-BUILT Roofing Products FL16048-R3
9050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted herein.
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. Trinity)ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in
advertising literature. if any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION:Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through S.
Prepared by: },tngtrpf,,
SAS
Jr
The facsimile seal appearing was authorized b Robert Nieminen,
Robert J.M.Nieminen,P.E. Pa E v
P.E.on 10/08/2015.This does not serve as an electronicallysigned
Florida Registration No.59166,Florida DCA ANE1983 """` documensined, sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither 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.
TRINITY;ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments; as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,150.7.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRl 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(TST6049) 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 S44870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties S43530.05.14 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 TrinityJERD 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,LLC. Evaluation Report A42960.10.12-R3
Certificate of Authorization M03 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 I Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate
j Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HT TU Yes
Yes Yes Yes Yes Yes
Underlayment i See 5.5..1
j Tri-Built Smooth HT S/A W{ 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.
Tri-Built S/A HT TU Underlayment with 3M1"2-Component Roof Tile Adhesive AH-160(FL6332)or Dow
TileBond' 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 TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
r Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to4nsulation:
Tri-Built S/A HTTU Underlayment applied to:
Y 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 the systems,insulation attachment shall be designed by a qualified design professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
➢.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,U.C. Evaluation Report A42960.10.12-R3
t ertif tate of Authorization#9303 FL16048-R3
Revision 3:10/08/2015
Page 3 of 5
It t
T(�INIlr ER®
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on 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 AHJ.
Primer: (Optional)ASTM D41
Underlayment': Tri-Built S/A HTTU 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 18&-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 HTS/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 Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorisation#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
*b TRINITY 4 ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
8. MANUFACTURING PLANTS:
Contact the noted QA agencyfor information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9S03 FL16048-R3
Revision 3:10/08/2015
Page 5 of 5