HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page t of 4
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Business
Professional ` "'ten"°p.°"'.l
Ate: •n. ...,c,W,:r.::.:,..4,.�. i' .•Arptiulwn Datail
FL x FL1956-R12
Application Type Editorial Change
Code Version 2014
Application Status Approved
'Approved by DBPR„Approvals by 0OW shall be reviewed and
ratified by the POC ar4V*r the Cornmifbton if necessary.
Comments
Archived
Product Manufacturer TAMKO Building Product k Inc.
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2303
kern_eden@tamko.CDM
Authorized Signature Kerrm Eden
kerr,_eden4tamkc,C0M
Technical Representative Kern Eden
Address/Phone/Email PO Box 1404
Joplin,MO 64802
(417)624-6644 Ext 2310$
kerri_eden0tamko,CO t
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Certification Mark or
Certification Agency UL LLC
Validated By Robert 1.M.NtemirAW4 PE
Validation ChecIdift-Hardcopy Received
Referenced Standard and Year(of Standard) Surd Ymr
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
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Florida Building Cade Online Page 2 of 4
Date Validated 10/06/2015
Date Pending PBC Approval
Date Approved 10/09/2015
Summa of Products
FLM Model,Number Description
or Name
1956.1 :Elite Glass-Seal A three tab asphalt shingle.
.....__._....---
Limits of Use Certification Agency CertNicate
Approved for use In �4, yS
HVttZ:No
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:Asphalt shingles Verified By:Robert Niem+nen 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. 1
1956.2 Glass-Seal A three tab asphalt Shingle.
Limits of Use Certification Agency Certificate
Approved fax use in y
HVHZ:Na
Approved for use outride Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A �
Other:Asphalt shingles Venfied By.Robert Nieminen PE 59166
shall be used only on roof Created by Independent Third Party:No
slopes of 2:12 or greater. Evaluation Reports
Nails must be used as the Created by independent Third Party:
method of attachment
1956.3 Heritage A dimensional asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in
HVHZ:No
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Instatiation Instructions
Design Pressure:N/A .;#f
Other:Asphalt shingles
Shall be used only on roof
slopes of 2:12 or greater. Verified By:Robert) M.Niemtnen 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
MVMZ:No a Zia
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:NIA Installation Instructions
Design Pressure:N/A
Other:Asphalt shingles
shall be used only on roof Verified By:Robert Meminen 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
Approved for use outside Quality Assurance Contract Expiration Date
HVMZ:Yes 111 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A y,
Other:Asphalt shingles
shall be used only on roof Verified By: Robert Niemtnen PE 59166
slopes of 2:12 or greater. Created by Independent Third Party: No
Nails must be used as the Evaluation Reports
method of attachment. ! Created by Independent Third Party:
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Florida Building Code Online Page 3 of 4
1956.6 1 Heritage Premium A dimenswnal asphalt shingle.
Limits of Use Certification Agency Certificate
Approved for use in k4 lYiaOL},_
HVHZ:No
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2019
Impact Resistant:NIA Installation Instructions
Design Pressure:N/A
Other:Asphalt shingles ,
shall be used only on roof ��
rifi
slopes of 2:12 or greater. Veed By:Robert Nier'ninen 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 IA he weight dimensional asphalt shingle.
Limits of Use Certification
Agency Certificate
Approved for use in j _i'P '
HVHZ:No i _
Approved for use outside f Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A - ,
Other:Asphalt shingles # Verified By:Robert J. M.Meminen PE 59166
shall be used only on roof Created by Independent Third Party:No
slopes of 2:12 or greater. I Evaluation Reports
Nails must be used as the Created by Independent Third Party:
method of attachment.
.-__..._ _. 7. _.. .. .. ..
1956.8 ;Heritage Vintage Hip and ridge shingles
12 X 12 Hip and
Ridge
Limits of Use Certification
Agency Certificate
Approved for use in nWitry I;,;1M f i.
HVHZ:No
Approved for use outside Quality Assurance Contract Expiration Date
MVHZ:Yes f 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A a„
Other:Asphalt shingles Verified By:Robert 1,M.NNiemine'n 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,
1956.4 i Heritage A dimensional asphalt shingle.
W oodgate
Limits of Use Certification
Agency Certificate
Approved for use in mkCc, y F.
HVHZ:No
Approved for use outside Quality Assurance Contract Expiration Date
HVHZ:Yes } 09/17/2018
Impact Resistant:N/A {Installation Instructions
Design Pressure:N/A li
Other:Asphalt shingles
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 lar use in
M "-tam
HVHZ:No
Approved for use outside!Quality Assurance Contract Expiration Dane
HVHZ:yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A 10:o df
Other:Asphalt shingles
shall be used only on roof Venfied By.Robert Niemnen PE 59166
slopes of 2:12 or greater. i Created by Independent Third Party: No
Nails must be used as the !Evaluation Reports I
method of attachment. i Created by Independent Third Party
1956.11 L Hip and Ridge (Hip and ridge shingles
Shingles
Limits of Use Certification Agency Certificate -
Approved for use in
HVHZ:No _ tf1�C-.:0 f FL
',. 1
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1 11 1
Florida Building; Code Online Page 4 ot'4
Approved far use outside Quality Assurance Contract Expiration Date
HVHZ:Yes 09/17/2018
Impact Resistant:N/A Installation Instructions
Design Pressure:N/A
Other:flip and Ridge �,j1!!r?•epi:iLQf
shingles shall be used only intiiiltitlpr
on roof slopes of 2:12 or yl ;
greater.Nates must be used Venfted By Robert Nremmen 59166
as the method of Created by Independent Third Party: No
attachment. Evaluation Reports
Created by independent Third Party:
ine Mate cd Fkrrda a ar-44,+EEO emcicre+.y�ppi!4�S�4�.�.GJ,�7#4t9�!FI{�n� 4'nY�Vit. 1:Adcfrl�tlt�tata*rgrx- tt,@(_,,Zr,5p,5tatur,terY
t!ne—r 4mda;ar..¢mar!W"' ani Pwbhc rarorclt..If Yu,41 new Nam Your e—&1 4KW#,ss^g Mww in fokv"o�o a,.,OLO c.-•er'3•ds rp�.p}»C,du!yat»e++d
UIHftR>tb: I;dei M,enUtY IrW ffid,`evl*Ct hne dfr;^e.try t'R%?/re+x try T'rotK' I n [ If rein"—A7r Cly.�.r �{7WV&1 W5 49'I?9> *Pi,—.,ua:�to
"xrt!C1n 455 7:'Si t�,ri!rlda StatrHx,eftechve C)CtOt"1.215W,-,axx-.W!rcerYSgd VnCW lhaixee 4e. f.S: f iar;addrrrr rt
thgY Crave exw ??*¢emae!»['<avufed may!s¢u»rrJ te. ,Ar+caat;:+x++tn�tuz'ntrtx+�writ,It*taretrs. ,4;wn Ar 0"M sd*vw i amp",crNt.xey !�r>+,::u-^!eft wish-c
>utc�Y a PEYVNraI a[k1+M5».Ciraa»f"irr.:,v+W?ttlr!DDUalt,• 4 with an lNn+hl MSYe45 wtxt'h Y.Yrr bP!naM av�Ntld�t4tils C4AlMC.f0 d.!tNI^If`e�1 y,x,dr«a Ir.Pn5N2 ueKildY
i':'+a4rte*455.r S,dPd tank tw:re
Prodded AyProvoi Aocepts:
M
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�■■� Appttca den Instructions tar
ITANK01 HERPrAGE"' 3o
89"INQI PAOLANINAM ASPHALT SHINGLES
Dallas. TX * Tuscaloosa, AL • Phillipsburg.KS *Joplin. MO
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING t pftB1111'r 4 DESCRIBED.
TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR 0T1M Itoorm DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PUBO ID ON THE WRAPPER.
IN COLD WEATHER(BELOW 4(,'F)-CARE MUST BE TAKEN TO AVOID DAMAGE TO THF EDGESANOCOMERS OF THE SHINGLES.
t.MP9RTANT,It is not necessary to rer leve the plastic sti=o front the back of the shingles.
t.■m 9=19 &rASTBlorltE
These shingles are for application to roof decks capable of receiving WIND CAUTION: Extrom wind velocities can damage these
and retaining fasteners,and to Inclines of riot less than 2 in per fuoi, shingles after apt**tio"WII1ptr prcper sealing of the shingles
For roots having pitches 2 in per foot-to less than 4 in per foot.refer does not occur Tfft W egKociiillly oe a problem it me shingles
to special instructions rifted"Low Slope Application" Shrngles must are applied in cooler relk o the or in areas on the roof that do not
be applied property-TAMKO assumes no responsibility for leaks or receive direct surlight<Thwl vlowliticros may impede the sealing
defects resulting from improper applicationor failure to properly of the adhesive stritrs an the t8lti Vie,, Tiiea inability to seal down
prepare the surface to rie roofed over may he compounded by plciklrtged colo weather conditions ands
NEW ROt)F DEGK.CONSTA�TION:Roof dark roust t*stnioot% or btawing dust,In#14MIftlatioM hand sealing of the shingles is
dry and free from warped surfaces. it is recommended that metal recommended io 6WM imrini Kure sealing,apply 4 quarter-sized
drip edges be installed at eaves anc rakes. dabs of TAM-PROD Pmmkun SBS Adhesive or TAMKO Tam-Sea?
ArIN-3ive on the baelkcNthesrt*VW 1•,,.i25mini and 17 in (330rnm)
PLYWOOD:All plywood shall be exterior grade as defined by the in from each s cle Wid 1 i1. ! up from the bottom of the
Engineered Wood Association Plywood shall be a minimum of 3,,8 shuig+e Press sh r>g*t}ir yr ioW the acti",ve For maximurn wind
in thickness and apps-ed in accordance with the:rrecommendations resistance along rakes,CrMfi'fert shingles to the unoerlayrient and
o+the Engineered Wood Association each other in a4 it.(102rnin)wkft of TAM-PRO SBS Adhesive or
SiiEATtfINS HS?ARC.6, Boards shall be well-seasoned tongue TAMKO Tam-Sea Adhalw. Coudor Apply ONLY a thin uniform
and-groove boards and not over 6 in.nominal width.Boards shall layer of adhesive ieeethan 118 in.(3mm1 thick Excessive amounts
r an(,au5e bfirter; tsl And ma 54ften the a. h
be a f in nomm,ai minimum thickness. Boards shall be properiy ng > y sp ast in
spaced and railed certain underlayrie tts reelfiting iril asphalt flowing,dripping and
staining Shingles mielt lihkotailMteried accord=ng to the fastening
instructioos described bobw
Inadequate ventilation of attic spaces can cause accumulation of Correct placement of the flassilners is critical to the performance
moisture+r winter months and a build ov of heat in the summer, of the shingle. li the fagorri ri we not placed as shown m the
I hese conditions can lead to diagram and descrik'MMif beio+N.t*vale result in the termination of
I.Vapor condensation responsible
liabilities,urxW the Bruited warranty.TAMKOwill not be
for dmT%W tO st*VW caused by winds in excess of
2 Buckling of shingles dui;to deck movement the app'icable-Oh els Stilled In the limited it arranty See limited
3. Rotting of wood rne,ttbers, warranty for detmfs.
FASTENING PAT( hraemust ust be placed 6.1,'8 in,from
a Pre;lature failure of roof, the bottom edge of Ilia shingliiii,penetrating through tie common
Tc insure adequate ventilation and circulation of air.place louvers bond,and located hwilw ltally as fdlows.
Of sufficient size high in rhe gable ends and'or instaC continuous 1)Standard Fastonft Felte irm(Fa use on decks with slopes 2 in.
ridge and soffit vents. FHA minimum property standards require per foot is 21 ir, per 111M.)c ani hdKerner t in, back from each end
one square foot of net free vent,lationi area to each 150 square feet arid one 13-1,2 i".back frprlt each Ord of the sh ngte,for a total of a
of space to be vented,or one square foot per 300 squame feet if a fasteners,iSee standard faster"pattern illustrated beic 1.
Vapor barrier is installed poi the warm side of the,ceiling or it at least
one half of If-.-ventilation is provided near the ridge If the ventilation. STANDAW MOVAING PATTERN!
oper+nq,,are screened,the tolal area shoisId tie drnubled -----«--w-- — PWL2ONE
COMMON
ITAMS11CULARLY IMPORTANT TO PROVIDEt
ADEQUATE VENTILATION.
L_t7
swhr!Uraierfi
Central District 220 West 4th St,. Joplin, MO 64801 800 rias-a691 i i.0
Visit Our Web Site at Northeast District 4500 Tarnko Dr. Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., 'uscaioosa.AL 35401 800-228-2b56
tamko.Com Southwest Disirct 7910 S Contrail Exp , Dallas,Tx 75216 8'10-443.1834
Western District 5300 East 43rd Ave_ Denver CJ 80216 800-530-8868 '�
(CONTINUED from page 1)
TKO BLRPrAGV So
BUMINO P1tOBOCTS LAMMAM UPNAIii`S®INGLU
Dallas. TX • Tuscaloosa. AL a PhillipsbtM KS•Joplin, MO
2) Mansard Fastening Pattern. Tor use on decks with slopes be a minimum of 1-1/4 in.lot netw constructior and 1 i,2 tn. for
greater than 21 in per foot.)One fastener t in bark from each end reroofing thus aliov"a Mii*Mj n peck penetratsor,of 314 in. The
arta one fastener 8-1`2:n back from each end and one fastener 16 crown of the stapis itaW bb ptuaNe' in the length of the shingle
rn back from each end for a total of 6 fasteners per shingle. (See The staple crown should be driven'lush with the shingle surface.
Mansara arid High Wind Fastening Pattern Ilustrated below.} Staples that are looked,underdrhlier or overd!iver,are considered
MANSARD AND HIGH WIND FASTENING PATTERN improperly apnwi d.
NAIL ZONE Property Driven knpropefty Drive
FASTENERS --7,\-- COMMON
aOND
fi
a.te ;i 1 1 EXPOSURES-air.
+r•-.i I.-�_ta�r-�n•��-as•-.}.-r,�-w-t rm-+1 !f-�' 4.��_.__ 1"•".�.
h Wind .4ppf c�ahor: CAtJT1911;ALL 119 BE DRIVEN tNl O THE NAIL
3) High Wind Fastening Pattern. iFcr H
a ZONE/COMMON 90MJ4!i SHOML'N IN THE DIAGRAM ABOVE
requirements;One fastener 1 in back from each end One fastener
6-1,'2 in,back from each end and one fastener 16 in.back frons each +.
Hrid fox e total of siH(6)fasteners per shingle in ackijtior,to this shirigle
tasterting pattern requiremeri for High Wind Application, TAMKO IMIEMAY IM AnunclIerloytWM ;onsistiny of asphalt saturated
also +,*,,quires the use of the followino TAMKO products. TAMKO felt must be applied OW the entife•deck before the Installation of
I
elts of TAMKO Mo-sture Guard Plus a;ndedayment TAMKO sh ?,les.EaNtllitoadd un&rlayment can cause premature
at ai'eaves,rakes and valleys TAMKO or TAM-PRO cements and failure of the sf-Ingkf which Is net covered by TAMKO's limited
coattrgs proyucts where requirert;TAMKO veni.;atton,:,,ere required, wartanhy. Apply the Sall whelp the deck is dry On roof decks 4 in,
TAMKO starter shingles it available it area,and TAMKO Hip and Ridge per foot and greater apply the W peralie,io the eaves lapping each
shtngIes installed ort all nips find ridges .Along rakes.c hent sn,ny�Ng cowse of the felt over,#*hirer CCixse at least 2 :n. Wnere ends
to the undertavment ani;each other+n , .r: (t f;2 rnrni width of TAM- loin, lap the fe't 4 in. If Ieft - =".ne underiavntent felt map
PRO SBS Aohesrve of TAMKO Tam-Seal Adhesve Also see local be adversely a`IpOW by tr oisture and wea?hexing Laying of the
building codes for proper nailing application.High Wind ApplKi at,on underiayment and the NtNltgis appNcatton must be done together
rs offererd un riev;construction or complete tear-otf appl"tiOns only. Products wnich
1/ is-lot offered for recover applicat!ons. if High Wine Application, ua abl6 for t'se as under are
BCt
requirements are not followed,the High Wind Application Warranty TAMKO No.15 Afttptu*SWrated Organic Felt
MPH, as stated on Table I in the Limited Warranty, reverts to the A ngn mag; ertlftaltutated organic left which meets
Standard Application Wind Warranty MPH limit.(See Mansa•rf and ASTM: 72M Tp*I or ASTM D4869.Type I
High grind Fastening Pattern illustrated above; - Any TAMKOpg l asohait saturated organic fell
NAILS:TAMKO recommends the use of na is as the preferred method TAMKO TW McWondTie tktderlayrrifew..TW Underlayment
and MooAum Qwd Ph1ea (addibgna: ventilation may be
of application. Standard type roofing nails should he used. Nall, rPquirpo contactlAJAKO's fecnntcal Services DePartmerit
shanks should be made of rnwimum 12 gauge wire,and a minimum for more inforri*00N
head Marrielef of 3x'8 in Nails should be long enough to penetiale
X'4 in into the roof deck.Where the dock is less than 3i4,r,.thick, in areas wriere ire buNft up akntg tre eaves or a back-up of water
the nails shau; be long erough to penetrate compteteiy through (rem frozer or cid pod gr.ifta Is �! potentia; problem, TAMKO's
plywood decking and extend at least i!8 in through the roof(.leek Moisture Guard i rMYlWI undertayrrent(or any specialty
Dane nail head flush with the shingle%tirface- eaves flashing :-moducQ iii be applieci to eaves, rakes, ridges.
valleys. arOUnG Chirtstllyfli, ttlt"ts of dormers to help prevent
mm�rk Drw-n re+wcWrty Dawn
water damage. t:atta01 TAlti%COb Tecnnrcal Services Depa*meat
M'�"'m""°'w unser°nr°r• ""r°"vnn c°"u"t for rnore informijtiom
ASPINft
TAMKO does rot riryOttMnaw die use of any substitute products
as shingle ndNrlayttterrl,
«'°"'""`""''�"+"•�° ° °"n«"'"° `"°""""" «Kn«.,. STARTER COUFMAtiEalti3rcourse may consist of TAMKO Shingle
Starter,self sealing 3-tab rttitigles4),a 9 inch wide stnp of mineral
STAPLES: if staples are used in the attaching process.follow the surface roll roofing.N 9611-sk eklig 3-tab shingles are used,remove
above instructions for placement. All staples must be driver with the eXpascid tat;portionerid irtet'IN w0h thew.factory appiierl adhes,ve
preurllatic staplers.Tne staple must nheet the foiiowing ma-muin adjacent to the eave8.Attsch 1lte starter cou•se with approved
dimensional requirements.Staples must be made from:a rninirri,ur fasteners along a(till pitetliN to artd 3 in to-1 in arove the eaves
16 gauge galvanized wire.Crown width must be at least 15,16 in, edge The start t;r course should over bay iq troth the eaves and rake
istapie r.rowr width is measured outside the.lags'! Leg ieng*.,h should, edges t;d rr�,to 318 In.
--;.nr,ptTLCdi
Central District 220 West 4th St_ Joplin MO fi08Q1 S.tttl-641-4691 ra
Visit Our Web Site at Northeast District 4500 Taruko Dr. Frederick,MC) 21701 800 368-2055
southeast District 2300 35th St., Tuscaloosa.AL 35404 800-228-2656
tamko.com Southwest Distr,rt 7910 S Central Fxp. Dallas,TX 754216 800-443-1834
Western Dstnct 5300 East 43rd Ave. Denver,CO SM16 500-530.6858 2
(CONTINUED from page 2)
MIS
TU:Mnul BERITAGIr 30
89"ING FIR099c" UNIX"= IASPHM SHINGLES
Dallas. TX * Tuscaloosa, AL * Phillipsburg, KS•Joplin, MO
StORCAF—APPJACATMIt Start the first course with a full size shingle 6.LOW SLIM M11"An"M
and overhang the rake Poqe V4 in.Cut 1 0-,V8 in from a full shingle
(Drinitcheis2in pwWID40 per IM raver the ripciiwrTh two Layem
to form n shingle 29 in,iong USC tf-iis to-tail the second couriw,isee, of asphalt satw attt0fa&14on toyepoying the feil,r,a 19 in.w;de strip
diagran,bejowi.Cut a 23a-, 0119 Shingle to Start the third course Use along the eaves at-doviiiiihillin(ft1hedrin edq
t"remairnirw .e by 1,1`4 lo 3,'4 in Place
g 16-18�n.Piece of sningle to Stan the tc"V,course mini fl)'!lb in.WKLje%neal oVar the 119 in.V,Kie%tartsr piece,Completely
use tnP remaining 10-3/8 in,piece in begin the"n course Continue 0vPri1'prW1q!t Aj!"I"" 10
tit)the rake in as many rows is iecewry using the same to,muo fxece(J;rxd course uy IMM Ywinterlimililperatuires avviage25'Fof less,
as outlined above The butt of the shingle sho0c be aligned with
-,S�8�ji Plastic Roof CPmP.rvtffwn wAsaWraKes to a point of a toast 14 in,
the top edge of the sawtooth of!hezincleilyzirig shirrigle tot a 5 IhOtOughtY cement V*1114111111 to aMh other wits TAM-PRO or TAMKO
exposure isee shingle application aramirrigOuStrated or this panes). in-Me 1heinterto, Asan alternative.
When you make your final cut at the ioof's eager,Tp any pieces ttiatMoisture Guard PlL**sW-adNj*Vvaterproofsro undettayment rnay
are 8 in,or longer back onto the roof These pieces car be worked
in anywherei.v,thciu-1 creating zippers cr colarvar,aticjns be used in lieu of tile C~ed left.
NOTE;Do rot align joints ofshinglecourses i&hefj working,r cut ?.MAMMID norm WIMINILM9"W
pieces Joints should be no closer than in.from one another If the sloPeexceecl-,21 Kpoirb3tMeach shingle,must be seeied with
TAM-PRC)SBS AcItia"or TAMWIhm-Seaf Adheivp immadkitelv,
up-InstaftallKw SoMdoornot Mkort be equivalent in Size to a$.25
P,Pcrt andappliert too!in0N3:%Aha&6'A in exposiirm, cispL fi faisle(vfs
10-W
Per Shingle See 4,«rG1�Cilt 3*x the Mafvzartj Faqtpn,,(,,PatIF-,,
Bp1of-irp-rooting b9cwWt*Ina;wtthe roof decks Aliviywood
shall mk-ef the listed in St-cl,on 1
Nail down ;x tem-"curled or brt*j-ii srwigle-,�frurn 'ho'3'ifstinu
16.3m" 23, rW Repiaceafl r-aft shinglas"Oft new ones to provide a smooth
base. Shingles 9tat we bUCk*d usually ind"te warpeu decking
aMs
of DF(Aft-91111
9 r'&!!L HOTMW dOWn Vl pmt,uding nails or rerlove
berr and refasten In a now loCaftn Remove aft drip-doe metal
Sift course
23 1
1613/8 and replace with r)OW,
Qh Worse
------ it ei-rooting over an 0XI016V Mol Where new !lashing is required
3M 22'
to protect again-k*dalft fifinel%*aw cycle of miter and/or the
Aw cowu 2e backup of water i"k0QMn0rCI09td gutters).remove the old roofing
to a point at ieast 24 in.b0fond lh--a interior -Nai± lop and iippiy
TAMKO*s?i Gu&dpliu%*WailWM underta
"Ve ting y'rier-it Contact
TAMKO's Technical S*rvIm 010pilliftert tot rnore information.
Measurornentswilt vaVWhon Iwo* over in existing 5 in exposure
single roof:Cali TAMX0 Toz1hrilcal Services for further information.
The nesting
proct4dUrad@Kr6adflak,,,k is the preferred method to,
"oofing nvpr exi,,&Vnw*Ip SIM SWr-1;4-with s 5 5'S,n exposure
4See cescriollorl"-4110w.
Starter COW":1`4111`10"OW t*X OW an additional ponton from,the
head of a full size shkVillealp that illsheight is equal to the exposure
of the exislir>;sf,rligft.Polifition the resulting strip over the existing
rocri edge(with,the 1I80Myi4)pkd adhesive strip along the eaves
1-11 apPrOxfmatel 6 in.111M ft rake end and apply the rema!ning
Portion at the eavag.C;onlhnallha sarier strip by'applying full length
shingle strips c u I to hei4"as filbova.evenly along the exrt,nq roof
rc at me eaves The s4v"#GW should overhang the eaves far
enough to Carry WSWLOW WAD so gutter.ff this is not the case,
cut and apply the MMIN fiillirip so that it will provide sufficient
overhang for propor drokuMpe,
-mom an armourt frorn the batt otiq ,
First,Courtie:R L e of'3 Uji-size
shingle So that,the 1111101flidinirig porhoriof the shingle fits between the
butts of the exist:
,.a+ee..,mN.eboda M�n,ys..,loin,„ems�:.roir.r. ng third oourse.This coi irsp must also ne,applied
ftenly along jXr4ft edge of the rwe%%,starter sitirt
Central District 220Voest 4th St., Joplin kC F-1801 800-641-4691
Visit Our Web Site at Northeast District 4500 Tamko Dr, Frederick MD 21101 800 368 2055
scrult"east 0151fic! 230035thSt„ Tuscaloosa,AL :354(!1 800-228-2656
tamko.com Snutrivdpst nistnr t 7910 1, Central F-)Kp, f)alla- T)( 75216 8r10-443-18,U
Western District 53C-0 East 43rd Ave. Denver,11,C3 SM16 Ill- -530.8668
(CONTINUED from page 3)
U�N�KO BERITAOV 30
BOiI.®INB PRODttCT8 LAMINA= ASPHALT SHINGLES
Dallas, TX • Tuscaloosa, AL a Phillipsburg. KS •Joplin, MQ
Sef�and Succeeding CQ�rges Remove 10-318 in from the FOR ALTERNATE VALLEY APPLICATION METHODS. PLEASE
rake end of the first shingle in the second course and contin,.;e CONTACT 7,AMK(,'S TEGHNI(7iAL.SEIIVICE:S DEPARTMENT.
with full mdth shingles for the remainder of the course. placing
the top edge of each new shingle against the butt ridge of the old rrw�a„tan•
shingle in the course above.This method should create an exposure w•{<. ,. +.aw
ti.w 81'Nk . 16.
of 5-fi:8 in atter the first course.When beginning the succeedirlra
courses continue to follow the Heritage application instrucbans.
iSee se+.ttior 5i.
3
S,x
r31ir1'
It 1,4` r
131/4'
Ibt we�iNl> : ren•a:k
nr.M aA jP
toWOWt110t/WEM> M1 s
MIIf >kfl!Ii�k
rN`W 4hrr�ir.r,
10.NIP M wait a 019"A
Fare Apply the shingten r1 kh a 5 in.ettp05ure beginning at the bottom
of the hip or frorr the end of tl w r4p opposite the direction of the
'•Y ET� �'1"tON prevailing winds.5ecxerefolliCh tdtir+ple with one fastener on each side.
5-?'2 in back frol1 the mmosed And ana t in ;,p from the edge
Over the shingie underlayment,ceder a minimum 36 in wide sheet TAMKO recommends the use of TAMKO Hip R Ridge shingle
of TAMKO Nail-Fast',Moisture Guard Plus'or a minimum 50 ib roll products Where rratehitV CehiMe We avaiiahle.it ss acceptable to
vx)ting in the valley Nail the telt only where necessar,to hold It in use TAiv1KO's Elite Gies-Scall shins cut down to 12 in.pieces.
place and then only nasi the outside edges.
Fasteners should:fie 114 fn.1or1QM than the one used to shingles
IMpQE3TMT-PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING IMPORTANT. PRIOR TO tNBTALLATiON. CARE NEEDS TO BE
SHINGLES TO FORM VALLEY. TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WI41LE
BENDING SHINr t..E IN COLD WEATHER.
Atter valley flashings ir place:
• Apply the first course of shingles along the eaves of one of the Direction of prevWftgv*W
inters finq root f1 gots anri across the valley Start 5•expow”
Nota:F improper flow of water over Sive trimmeo mingle,always here t"
start apply;ng the shingles on the roof plane that has the lower 5 "
A7
"' `Fastener
slope or less height n 1 1 5-112"
• Exteno the end shingle at least 12 in onto the adjoining roof. ,
Apply succeeding courses In the same manner exterirhr, their $*exposure
across the valley anc onto the adjoining roof
• Press Ire shingles tightly into tre valley. THESE ARE THE MANIOACTURER'S APPLICATION
INSTRUCTIONS FOR THE HOOFING CONDITIONS
• Use nonnai sh,ngle fastening methods DESCRIBED. TAMKO BURJDM PRODUCTS, INC. ASSUMES
Notal:No fastener should I*within 6 in.of the valley centerline. NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
and two fasteners should be placed at!tie end of each shingle DEFECTS RESULTM FROM FAILURE TO FOLLOW THE
crossing the valley. MANUFACTURER'S=1RUCT10NS.
• To the adjoining roof plane,apply one row of shingles vertically
facing the val'ey and 2 in.back from the valley centerline.
'Ai�KfkR rAr 4 ra.,..?rtl t+11Ne,W71 TAS ^•O.R+ki Fw.ta'y:' ar•raul'.5lnnuf
Note: For a neater instwiation, snap a chatkline over the of t kMUk"pmdLxw Im.
shingles for guidance. v+em,a,,a,
^lYle eg7rCili+ln ifMMK71';r,r,r+a^cs hire•ac vine nl pn-rnq tr
• To complete the valley. apply shingles on the adjoining roof ;,r4 rr,+1.y 1 +w^..et aa+K+t wMAu�ndtfllar s wrh,a e`., iv�c ncnN�e
plane by positioning the tip of the first shingle of eat..h row at at.am.a r�c ,a ape 8st+kora.
the 2 in.point From the centerine where the edge of the vertical
shingle has been applied.covering the vertical shingie.
Central District 220 West 4th S1 . Joplin.MO 64801 800-641-4691 oy
Visit Our Web Site at Northeast District 4500 Tamko Or, Frederick,MD 21701 800 368.2055
Southeast District 2300 35th St., Tuscaloosa.At. 35401 WO-228-2656
tamkoixom Snulrlwest Distract 1910 S Centras Exp. Dallas.TX 75216 8170-441-1834
Western District 5300 East 43rd Ave. Denver.CO Will 800-530-8868 4
<t,
arida Building rode Online haps://www.floridabuilding.oWpl/pr app_dtl.aspx?param=wGEVX...
t R
Q t 1 ac LS Home L"it u'"r R"Wrelon Hat ibpts Submit Swctrarge Stbts&FadS ?udkatbrs FIC Stitt WW We waA M" 5-w-
BusiCless (' `Product
Approval
Professional 1 UUM Nbk User
vI�YI� Frodw Appmo V.MeAa s N.mfuwt or App£2nton SCairtl s Application.tbt s Appkktion Datai
FL# "FL16048-R3
Application Type Revision
Code version 2034
Application Status Approved
Comments
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Emaii 9050 Louisiana Street
Merrillville,IN 46430
(201)842.2449
david.ruiz*tribuiltmaterialsg roup.corn
Authorized Signature David Ruiz
david.ruizOtribuiltmateriaisg roup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
East Rutherford,N3 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-HardcDpy 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 30/16/2017
Validated By John W.Knezevich,PE
Validation Checklist-Hardcopy ReL*ved
Certificate of Independence cu.$&._F'3_,C!_2:;1:- "',. C01 ty rY"*Mn.pd
Referenced Standard and Year(of Standard) Standard Year
ASTM D1970 2009
ASTM G155 2005
FRSA/TR1April 2012(04-12) 2032
TAS 103 3995
t of 2 5/24/2016 9:58 AM
olida Building Code Online https:l/www.flofidabuilding-OrWpr/pr—aPPid.aspx?pamm=wGEVX...
Equivalence of Product Standards
Certified By
Sections from the Code
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
Ft Model,Number or Name Description
16048.1 TRI-BUILT Roof Underlayments Self-adhering,modified bitumen r4W underlayments
Limits of use installation InstruCdWe
Approved for use In HVHZ:No FL16048._R3_II_ ZG1S Q.fTAlE 7)?'
Approved for use outside HVHZ:Yes MALT_UNDEP.! YSj IJT WC�RJ4,
Impact Resistant:N/A Verified By:Robert Nielr~PE49166
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 *1;6048_F,3 Ar_
underlayment for one particular application.See ER Section Sti;i'_UN,7E� r:: CIF !
5.6 for details. 2.)Refer to ER Section 5 for other Umits of Created by Independent Third Party:Yes
Use.
IMdti livers
QQmact.Us::1944 Ho.Uh_Momoe-5tteflt..Talahtisoe.F02k99 Phor -AVIA 1pZ:i
The State of Florida is an AA/[-ED employer.COpYt)�Lt2gQ2�201i51df�Ai.Fl2tAla ::I Seas;lt. m401 6001alliftt l Rf-kKid.Slatermnt
Under Florida low.emal addresses are public records.If you do not want your a-mat address released In response la•plbe WOnl-request,do not send electronic
mat to this entity.Instead,contact the office by Anne or by traditional mot.T you lrove any questions.Dienes tpMeit aW.N7.139S.'pursuant to section
455.275(1),Florida Statutes,of Ive October 1,2012,lienees kensed under Chapter 455.F.S.must provli So poWenrelt emit an emai address t they have
one.The emacs provided may be used for official communication web the licensee.However emal addressee ie.peta:n cioK/you do not wish to supply a
personal address,please provide the Department with an emal address which can be made avateble to the public.lb delennia I you are a licensee under Chapter
455,F.s.,please click here
Product Appr vxll,Amarta:
2 of 2 5/24/2016 9:58 AM
EXTERIOR RESEARCH&DESIGN,I.I.C.
CertitipthrGl/Authorizotion#9503
TRINITY ERD 353 CHRISTIAN STREET,UNIT#13
OXFORD,CT 06478
PHONE:(203)262-9245
FAX:(203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evalwtiion Report A42960.10.12-R3
dba TRI-BUILT Roofing Products FL16048-R3
9050 Louisiana Street Date at lilluence:10/25/2012
Merrillville,IN 46410 RwWon 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`" Edition(2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LaeEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product Change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity I ERD Evaluated"may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done In its entirety.
INSPECTION:Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 5.
Prepared by: , �.r�gt......
q3; ;�•
SW
Robert J.M.Nieminen,P.E. The/acs�mi18 W94 lMI N diviled by Robert Hie-,i„a`��`• P.E.on WOW”.ThY-mowlove asanelectronicallysi`ned
Florida Registration No.59166,Florida DCA ANE1983 document S%ps"NoWit pql have been trnsmiaedtc the
Product 4PW"A*MWtrMoaM to the named diem
CERTIFICATION OF INDEPENDENCE:
1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or
distributing products it evaluates.
2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen.P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen. P.E. are, in any way,the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
.rRJ_FY 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/f Rl 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 544870.04.14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties 543530.02.14-1-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,I.I.C.(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-Adherimt 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,ffim-surfaced,SBS modified
bitumen roof underlayment.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nien*an, 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. Evahtatlan Rpttrt A42%0.10.12-R3
CeM icote of Ant/roAtation M03 FL16048-R3
Revision 3:10/08/201S
Page 2 of S
TRINITY ERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof coven where the product is specifically
referenced within FBC approval documents. If not listed,a request may be made to the AH1 for approval
based on this evaluation combined with supporting data for the prepared roof coming.
5.5 Allowable roof covers applied atop the underlayments are as follows:
TABU 1: Roof;COVER OPTUMS
Underlayment Shingles halt Nall-On Tile Foam-On Tile Mend VMW 1Shakes Slate
i
Tri-Built Sand-R SA Shingle '
i Yes No No No Yes Yes
Underlayment
Tri-Built SIA HT TU Yes Yes Yes I Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A ` Yes No No ` Yes Yes Yes
Underlayment i
5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion /long
term aging data from an accredited testing laboratory is provided.
r Tri-Built S/A HT TU Underlayment with 3M12-Component Roof Tile Adhesive AN-160(FL6332)or Dow
TileSond'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; 058; ASTM D41 primed OSS; ASTM 1x41 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 OSS prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri-Built$/A HT TU Underlayment applied to:
i, 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:
:o 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,bane layer shall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,U.C. [v*u&*M MPort A42960.10.12-R3
Certificate of Amftrizati"09503 FL16048-R3
revision 3:10/08/2035
Page 3 of S
TR R
5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile AoalicaAjpw FRSA/Ml April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-art tile systems,where
the underlayment forms part of the load-path. The following wind uplift limltatlons 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 Desian 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 S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-d;tlls 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 and-R$A Shin lee Underlayment.Tri-Built SIA HT TU Underl4 poo gF TH-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 atter 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. AN 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 Aoolicatipns(Tri-Built S/A HT TU Underlayment oniv):
Reference is made to FRSA/TRi April 2012 (04-12) Installation Manual and Table 3 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 Resewch and Design,LLC_ fV*A a Rpwrt A42960.10.12-143
Ce 90cate01AVOW12anbn#9S03 616048-113
Revision 3:10/06/201S
Page 4 of 5
TRINITY 117-R-D
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly eWuate 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)578-34136;k.chancellor@us.ul.com
-END OF EVALUATION REPORT-
Exterior Research and Design,U.C. EV4111MUM IMpon A42960.10.12-R3
CerUJkote of,euthorltotlon#9903 FL16048-R3
PAvision 3:10/08/2015
Page S of 5