HomeMy WebLinkAboutProduct Approval Florida Building Code_Online Page l.of 4
RECEIVED MAY 23 2016
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Profess�bl!f�� t Product Approval
�s USER:Pubic User
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itfwgrno P,,DG%xt Anvnvnt A ,t�;ihw�t rs>ApplioUon Detail
R112"1171
w 17WIN-
ApplicationFL FI-1956-1112�' 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_eden@tamko.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(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://wivw,floridabuilding.org/pr/pr_app_dtl.aspx?param=NvGEVXQwtDgs%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 FL19 9 RI t GAC FL 91 56 R.11 H CAC Tamk9 Sery f_onf FL 1956 2015_-_d`
HVHZ:No F1."i9S5 X12 L (AC UL c�:!iification 10-;•.-t2.ac�f
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2016
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL 11.951 R12 IZ!l�:�si Elita Class Sea: 3cp_i;rr� p�f
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 R1? CSC,, . FL19.56 R11 CCAC TarnK Sery Conf FL 1956 ?01 5.r:,7f
HVHZ:No FLIt456 R1::' C :Ikc U1 ccrtiflcsitnn 10-1i -?.Pdi
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2016
Impact Resistant:N/A Installation Instructions
Design Pressure:N/At�_9E g1.`iLss Seal Ilse Class Seai ap?_Osff
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.
T956.31 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in
HVHZ:No X956
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 1^ F??„_yi_})gr;qe C) F_JPaco cn,.i Jf
Other:Asphalt shingles Fi95}�1_:II__1�1 ritaga_F cp 1f}5i•pCf
shall be used only on roof EU9app Jutu ff
slopes of 2:12 or greater. Verified By:Robert J.M.Nieminen FL 59166
Nails must be used as the Created by Independent Third Party: No
method of attachment. Evaluation Reports
Created by Independent Third Party:
1956.4 Heritage 30 A dimensional asphalt shingle. _
Limits of Use Certification Agency Certificate
Approved for use in e ,6_F.?2-L_ EL 1 R1-�C A;LC 'Lai_ikn erv_Curtil L 119 __.?(}14 rr;f
HVHZ:No rL`, ?56 F12 C C£L V� is=.r ificatiar, 10-i1 i2.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 i bi' :L herilac��_z��(2a kns anvil 1.O.o�f
Other.Asphalt shinglesfllp5a_Al2 Ii li>20t y 30 appinrt_�aGriS_1Q:p !
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
HVHZ:No Ff>�R1 ' :_CAC UC�certificaUon 14-1;- spill
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 IT heritacge 50 oop trqap-_0 1 (y
Other:Asphalt shingles FL1956 R111 11 lhirkagr: 5LI ann Inst 'I zlLn� 1-10!:!
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://kx v%Nr.floridabuildino.org/pri'pi app_dtl.aspx'?param=wGEVXQwtDgs%2fmGFoyT6... 3/23/2016
Florida Building Code Online Page 3 of
1956.6 Heritage Premium A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in E'L1956 R ?,C,QAC 7 p S-ry�onf FL 1956 7 15,p'f
HVHZ:NoFti95ti R12 C CIC_Ul,_c?rcificet'a` n 10 ?11ZPgf
Approved for use outside Quality Assurance Contract Expiration.Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FLi,956 Rig I�1grtack Prerniorn Q P app inst,polf
Other:Asphalt shingles FtI956 R12 II Horlta(m Pmmiutl7 Inst-ao:
shall be used only on roof FL1956 R12_11 t:eritige Preniigm T ado inst.odf
slopes of 2:12 or greater, Verified By:Robert Nleminen 59166
Nails must be used as the treated 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 FL 9,�,56 aj2 cx_LA(j_FLJ 56 Rlt _(AC 'farMn Serv_Cnnf FL ]9
HVHZ:No _1,0155 RL? CA UL..shi ge-matrix,„ f
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A FL1956 R12 ?Z i;i r t•cte Vintaoe °po inst.pdf
Other:Asphalt shingles Verified By:Robert 1.M.Nieminen PE 59166
shall be used only on roof Created by Independent Third Party:No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
1956.8 Heritage Vintage Hip and ridge shingles
12 X 12 Hip and
Ridge
Limits of Use Certification Agency Certificate
Approved for.use in FL1155 R 2? C�1!L F�}�56 r 11_cam- q�Lngico y C end rL.�9�5_b�?a dF
HVHZ:No &1956 R12 C r__A2;_UL shingle Uiptf�pat
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A 1LJ956 R12 11 TA[1f Q HeritpUp L12 x i2 Hin anti Riche Aanlication inst
Other:Asphalt shingles Verified By:Robert].M.Nleminen 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.
[il;97561.9Heritage A dimensional asphalt shingle.
Woodgate
Limits of Use Certification Agency Certificate
Approved for use in R12 C C_A FL1956 R11 C CAG Tamko Snry l FL1216_?_Q15�f
HVHZ:No FL1956 R12 C CAC UL certifictian 10-1i-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 SA256 R12 ILHer tage Waodgate D apo inst,pdt'
Other:Asphalt shingles FL1956 R12 li Henraoe Wnadgate c app inst.p.1
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 Ft 1415�R2� C CAS FLl� tiR12_ Calc T QLti�i?t?fr�1°. 5 '7015 r,
HVHZ:No fLL256 R12 G QAC UL cgrtificat1on :30-11-z2,pgf
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A iLI955 R12 ti herltaae �l app insC�i spill 1U�ayif
Other:Asphalt shingles )1.1956 R12 TI heritagP xl app ingt f a2riL 10.o_af
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:
1956.11 Hip and Ridge Hip and ridge shingles
Shingles
Limits of Use .Certification Agency Certificate
Approved for use in ° 6 -R ,' C CA FL 9� �,�RSC: raC TamSp Sery rOn`FL 1°-:6 20 of
HVHZ:No 1-1—95k—R-1 C t G_Jl,_C�rtjjCatgn 10 °1 ,pdf
hnp://w%vw.'floridabuildillg.org/pr/pr_app_dtl.aspx?param=AvGEVXQtvtDgs%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
Other:Hip and Ridge
shingles shall be used only FI956 P-12 11— `4;1'} ifJiidealant Cab Ill1r tratronc.pgf
on roof slopes of 2:12 or FL1956 R12��?x12_MioRld�SpalartDab 111y6tra ianS.w F
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:
ED
Contact Us::1470 Mrth MQnroe Street Taltattassoe Ft 32394 lihono;850-4$7-1824
The State of Florida is an WHO employer.Cooaictt ZQQZ_nl.3 State of Florida,,:Q�,y y rtatemens::(tGussl�ility%3temenS.::mound Stater=
Linder Florida law,email addresses art=public records.If you do net want your o-mail address releasod in resomse to a public-records request,do rat send
dectronic marl to this entity.Instead,contact the office by phone or try traditional mad,If you have any questions;please contact 850.487,1395.•Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed tinder Chapter 455,.F.5,must provide ttw Department with an email address if
they have
one.The ernaiis provided may to used for official communication with the licensee..Hmxemr email addresses am public record.if you do not wish to
supply a personal address,please provide the Department with an email address which ran be made available to the public.To deterinina if you are a licensee under
Chapter 455,F.S.,please click herp.
P((rood�d..'uui�ctApprovalAccepts:
http://wvvw:floridabuilding.org/pr/pil_app_dtl.aspx?param=wGEVXQwtDqs%2 fmGFoyT6... 3/23/2016
Application Instructions for
TAMKO HERITAGEO 30
BUiLDiNG PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX •Tuscaloosa,AL• Phillipsburg, FCS • Joplin, MO
THESE.ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMK0 BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR.OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
THIS PRODUCT IS,COVERED BY A LIMITED WARRANTY,THE TERMS OF WHiCH ARE PRINTED ON THE WRAPPER.
IN COLD WEATHER(BELOW 40-F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPO.$T�NI It is not necessary to remove the plastic strip from the back of the shingles.
1.Boor DECK 3.FASTENERS
These shingles are for application to roof decks capable of receiving W Nil Q QTION: 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/
N_ 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 sealing,apply 4 quarter-sized
drip edges be installed at eaves and rakes. dabs of'TAM-PRO Premium SBS Adhesive or TAMKO Tam-Seal
Adhesive on the back of the shingle I in.(25mm)and 13 in.(330rnm)
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
S�EATNW_J3S>AHoSI Boards shall be well-seasoned tcngue- 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 property 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
2.VENTMATION 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 summerr, 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.
FASTENI(VG PATERS,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 slopes2 in.
ridge and soffit vents. FHA minimum property standards require per foot to 211n.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 toot 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(� Naa PgNe
tt COMMON
BOND .
IT IS PARTICULARLY IMPORTANT TO PROVIDE
ADEQI jATE VENTILATLOA. ti-1/8" 1[] FEXPOSURE 5-Sra•
12-3/8°—► — 12-112„ ,� �•-t
(Continued)
Central District 220 West 41h St., Joplin.MO 64801 800=641-4691 11/69
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
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 '�
(CONTINUED from page 1)
=TABIII Ka HERITAGE" 30
B916DiNG PRODUCTS i�AMINATED ASPHA6T SHiNG66S
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of i-114 in, for ne4v construction and 1-1/2 in. for
greater than 21 in.per foot.)One fastener 1 in,back from each end reroofing thus allowing a minimum deck penetration of 3/4 in.The
and one fastener 8-1/2 in.back from each end and one fastener 16 crown of the staple must be parallel to the length of the shingle.
in.back from each end for a total of 6 fasteners per shingle.(See The staple crown should be driven flush with the shingle,surface.
Mansard and High Wind Fastening Pattern illustrated below.) Staples that are crooked,underdriven or overdriven are considered
MANSARD AND HIGH WIND FASTENING PATTERN improperly applied.
FASTENERS NAIL ZONE Property Driven Improperly Driven
COMMON moivWJ e1 aveVmm Ct6IIk(0
BONDr r� '—°+I
6.141" �. EXPOSURE 55x8" Um
� ;at h �`
ta-el }+-�-�rzwf.-r-�rz•-a}.-��,s�.;.-r•1rz,�•y.-,-tr2^-+! fit. t�-.�,.4
Y Y
3),High Wind Fastening Pattern. (For High Wind Application QJ-W )QN;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.
B-112 In.back from each end and one fastener 16 in.back from each q,®N)DERI.AIiMENT
end for a total of six(6)fasteners per shingle,to addition to this shingle
fastening pattern requirement for,High Wind Application,TAMKO UNP513LAYMENT: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 TANI-PRO cements and failure of the shingles which is not covered by TAMKO's limited
coatings products where required;TAMKOventilation where required, warranty.Apply the felt when the deck is dry.On roof decks 4 in.
TAMKO starter shingles if available in area,and TAMKO Hip and Ridge per foot and greater apply the felt parallel to the eaves lapping each
shingles installed on all hips and ridges.Along rakes,cement shingles course of the felt over the lower course at least 2 in.Where ends
to the underlayment and each other in a4 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 - TAMKO No.15 Asphalt Saturated Organic Felt
MPH, as stated on Table I in the Limited Warranty, reverts to the - A non-perloraled asphalt saturated organic felt which meets
Standard Application Wind Warranty MPH.limit.(See Mansard and ASTM:.D226,Type I or ASTM D4869,Type I
High Wind Fastening Pattern illustrated above,) - Any TAMKO non p-rforated asphalt saturated organic felt
NAIL$:TAMKO recommends the use of nails as the preferred method - TAMKO TW Metal and Tile Undertayment,TW Undedayment
of application. Standard and Moisture Guard Plus",(additional ventilation.may be
pp type roofing nails should be used. Nail
shanks should be made of minimum 12 gauge wire,and a minimum required.Contact TAMKO's Technical Services Department
for more information.)
head diameter of 3/8 in.Nails Should be long enough to penetrate
314 in.into the roof deck.Where the deck is less than 314 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 feast 1/8 in.through the roof deck. Moisture Guard Plus'waterproofing underlayment(oranyspecialty
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
ly
unaAd""W CYMO""`"
p " 1npt09 ia" water damage. Contact TAMKO's Technical Services Department
C0O@t° for more intomlation.
TAMKO does not recommend the use of any substitute products
�- 6�k� as shingle underlayment.
Mvmxi 8 Yment.
S.APPLICATION INSTRUCTIONS
5TARTERCOU3SE:A starter course may consist of TAMKO Shingle
Starter,self-seating 3-tab shingles or a 9 inch wide strip of mineral
STAPLES:If staples are used in the attaching process, follow the surface roll roofing.If self-sealing 3-tab shingles are used,remove
above instructions for placement.All staples must be driven with the exposed tab portion and install with the factory applied adhesive
pneumatic staplers.The staple must meet the following minimum adjacent to the eaves. Attach the starter course with approved
dimensional requirements.Staples must be made from a minimum fasteners along a line parallel to and 3 in.to 4 in,above the eaves
16 gauge galvanized wire.Crown width must be at least 15/16 in. edge.The starter course should overhang bath the eaves and rake
(staple crown width is measured outside the legs).Leg length should edges 1/4 in.to 3/8 in.
(Continued)
Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 11/09
Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamko.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 2
r
(CONTINUED from page 2)
TAMKO HERITAGE" 30
BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES
Dallas, TX •Tuscaloosa, AL Phillipsburg, KS 9 Joplin, MO
S�fI f APPLiCATIQfy;Start the first course with a full size shingle 6.LOW SLOPE APPLICATION .
and overhang the rake edge t l4 in.Cut 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 n shingle 29 in:long.Use this to startthe second course(see of asphalt saturated felt.Begin by applying the felt in a 19,1n.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 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.pan". inside the interior wall line of the.building.As an alternative,TAMKO's
When you snake 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.
N9JA;Do not align joints of shingle courses when working in cut 7•MANSARD ROOF OR STEEP SLOPE ROOF
pieces.Joints should be no closer than 4 in.from one another. If the slope exceeds 21 In.per foot(60),each shingle must be sealed with
TAM-PRO SBS Adhesive or TAMKO Tam-Seal Adhesive immediately
upon installation.Spots of cement must be equivalent in size to a$.25
f piece and applied to shingles with a 5-5/8 in.exposure,use 6 fasteners
h23
per shingle.See Section 3 for the Mansard Fastening Pattern.
8.RE-ROOFINGta3ra^ "29° -roofing,be certain to inspect the roof decks.Ail plywood
shall meet the requirements listed in Section 1.
Nail down or remove curled or broken shingles from the existing
h 16-3 roof.Replace all missing shingles with new ones to provide a smooth
base. Shingles that are buckled usually indicate warped decking
10-318' or protruding nails. Hammel'down all protruding nails or remove
them and refasten in.a new location. Remove all drip edge metal
sill coons, -
2a^ 1sa= and replace with new.
/7h courso ifi3l8
If re-roofing over an existing roof where new flashing is required
am course - 23^ �• to protectagainst ice dams(freeze/thaw cycle of water and/or the
2nd cowsa 2a" ;, _ backup of water in frozenor clogged gutters),remove the old roofing _
sse eaurca i Futl to a,point at least 24 in. beyond the interior wall line and apply
t ars- TAM Kos Moisture Guard Plus'waterproofing underlayment.Contact
'ave 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.
Cut ycae lru sr.+a-sa ahTusl°r.nn 7')'uv d 10 J%?'
�'""" s" � ' °T^°• s°" The nestin procedure described below is the preferred method.for
9 P
reroofingoverexisting metric size shingles with a 5-518 in.exposure.
See description Wow:
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
roof edge(with the factory-applied adhesive step along the eaves).
Cut approximately 6 in.from the rake end and apply the remaining
portion at the eaves.Continue the starter strip by applying Full length
shingle strips"cut to height as above.evenly along the existing roof
s at the eaves.The existing roof should overhang the eaves far
enough to carry water off into the gutter.It this is not the case,
cut and apply the starter strip so that it will provide sufficient.
overhang for proper drainage.
cn.;•a..e+.-n.1w.+'Rs,°;^na oY rna wucn you r,v°
sarv.•:.?».aa+, y,°m j.._•a e iNa. Eirs C�Ltr_�Q�Remove an amount from the butt edge of a full-size
T1a (^""�"�" `^'^°�'°`°N"w shingle so that the remaining portion of the shingle fits between the
. •�GCi,Ca Zr[r•:fl IX8x.Ni.3�Ya;q
NOTE:0.^ "� °^'°^'.gin.°°u °Rx^�"�o^ butts of the existing third course.This course must also be applied
CulrW-,J.l T.ahgdd QCro dd^w It+B^d`fd pMh
evenly along the eaves edge of the new starter strip.
(continued)
Central District m West 4th St:, Joplin,MO 64801 800-641-4691 r uas
Visit Our Web Site at Northeast District 4500 Tarriko Dr„ Frederick.MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 500-228-2656
tamk®.COm Southwest District 7910 S.Central Exp.. Dallas,TX 75216 800-443-1834
Western District 5300 East 43rd Ave.. Denver.CO 80216 800-530-8868 ,°�
z (CONTINUED from page 3)
T MKS HERITAG O 30
B10116DING PF 16AM'NATE® ASpRA16T SHINc16ES
Dallas, TX • Tuscaloosa, AL * Phillipsburg, KS • Joplin, MO
$_pp d__pnd Sucgeedina Crrurs�s: Remove 10-318 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 o1 the old
shingle in the course above.This method should create an exposure
of 5-5/8 in. after the first course.When beginning the succeeding G,,,d r-•t,_m sa u. ' E"n1 r
courses continue to follow the Heritage application instructions. 1 .' r-,I."dvt.*T
(See section 5). �, ` Y;, •:.,�:�t r
E�stinashtngle.s,•-' '
-t 5'5.B'
'6 Va = lrlra
-, rfill]
-
\
Dfl ed a ft:n Y+LCb Y 2 Kra'3 N
P 9 r:xrr:
New 5tt'nfjlCS f"
-5 5/8•exposu2 10.HIP AND RIDGE FASTENING DC1'A1L
exposlar
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 APPI61CATION 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 underlayment,center a minimum 36 in.wide sheet TAMKO recommends the use of TAMKO Hip & Ridge shingle
of TAMKO Nail-Fast",Moisture Guard Plus"or a minimum 50 ib-roll
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 TANIKO's Elite Glass-Seal shingles cut down to 12 in.pieces.
LMPQ_RYAtCT: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:
BENDING 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 51 exposure
Note:For proper flow of vrater over the trimmed shingle,always here-- � t"
start applying the shingles on the roof plane that has the lower 5w-
l_ �,.-[Fastener
slope or less height. n ''�.� ��, :g.112"
• Extend the end shingle at least 12 in.onto the adjoining roof. III 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 be within 6 in.of the valley centerline, NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
and two fasteners should be placed at the end of each shingle DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
crossing the valley. MANUFACTURER'S INSTRUCTIONS.
• To the adjoining roof plane,apply one row of shingles vertically
facing the valley and 2 in.back from the valley centerline.
7A^9KOv.hAoisvre Guard Pius!3,;Veit Fast'.-?,T4 l-PROP and afa registered
Note: For a neater installation, snap a chalkiine over the tradentarnsof WAK0 BuOclina Products,Inc.
Shingles for guidance. Intorrr:aiion included ir,these apoication instnutions vias currcn:w tune of sf.nnng.To
• To complete the valley, apply shingles on the adjoining roof oatrna a Copy or the r ,st current verrkv,of these uppkicath7n tnst+oct:ons,visit us online
plane by positioning the tip of the first shingle of each row at at tam?o.corn Or call us at 800-64114691.
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 t frog
Visit Our Web Site at Northeast District 4500 Taniko Dr., Frederick,MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656
tamkO.CU1'i'1 Southwest District 7910 S.Central Exp., Dallas.TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868
RECEIVED MAY 2 3 W6
EXTERIOR RESEARCH&DESIGN, I.I.C.
r` Certificate of Authorization#9503
��,�' !E�D � 353 CHRISTIAN STREET,UNIT#13
E COPY 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:10/25/2012
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 5`h 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 I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "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 5.
Prepared by: ,,s, 1--
IN
Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized by Robert Nieminen,
',,!1p,,,,,t„t�J P.E.an 10/08/2015.This does not serve as an electronically 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. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity)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.
A, TRINITY ERD
ROOFING COMPONENT EVALUATION.
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT, have demonstrated compliance
with the following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties S40540.03.14 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 S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties 540540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015
ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 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)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,LLC. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
1,,J TRINI-ff ER®
r
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
j Asphalt Wood Shakes
Underlayment � Nail-On Tile Foam-On Tile Metal Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle{ Yes No No No Yes Yes
Underlayment V
Tri-Built S/A HT TU
I I Yes
Yes Yes Yes Yes Yes
1 Underlayment I See 5.5.1
Tri-Built Smooth HTS/A
Underlayment ! Yes No No Yes Yes Yes
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 31`vl""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-to-Insulation:
Tri-Built S/A HT TU 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 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 Layer:
"✓ ASTM D226,Type 1 or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile systems,base layer shall be attached
per minimum requirements of FRSA/TRI April 2012.(04-12).
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-113
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 3 of 5
` TRINITY!ER®
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on 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 AH1.
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 5/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 HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FLI6048-113
Revision 3:10/08/2015
Page 4 of 5
�1! TRII\IIlM 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 agency for information on product locations covered for F.A.C.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY:
UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com
END OF EVALUATION REPORT-
Exterior Research and Design,U.C. Evaluation Report A42960.10.12-113
Certificate of Authorization 119503 F1.16048-113
Revision 3:10/08/2025
Page 5 of 5