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Florida Building Code Online Page 2 of 4 i Date Validated 10/06/2015 Date Pending FBC.Approval I 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 + i Approved for use in FL1955 R12 C CAC FL1956 R11 C CAC Ta6ko Sery Conf FL j5b 2015;yrtf HVHZ:No FL-1956 R12 C CAC UL certification 10-11-12.ndf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09117/2018 Impact Resistant:N/A Installation Instructions Design Pressure-N/A F 1956 R12 ii Glass Seal Mite Glass Saal app, Inst. 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: jd 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 FLI956 RI! C CAC Tar6ka Sery CVf FL 1956 2019.pdf}f HVHZ:No FL.1956 P.12 C Com. ULUL rernficatioiniG Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions i Design Pressure:N/A F1:F95 R1?iI lasw Seal_Elite Glass SAaii st. .j`I Other:Asphalt shingles Verified By:Robert Nieminen PE 59166 shall be used only on roof Created by Independent Third Party:No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.3 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency,Certificate Approved for use in 1956 R22. C,... C ;955 gIL C,CA��ri4o Se_ry Cb_ ��956 FOiS;gc1{ HVHZ:No Fi.i956 R12 C CAG UL cartifir..ation 1.0-11-12,odf Approved for use outside Quality.Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A ELLU-6- 2? 11 HeritanF J P aop jrtst,ndf Other:Asphalt shinglesX1956 R12�1 Hrita e qE�np insc.odf shall be used only.on roof Eli95§__aL jI P 'tags as_p_r stpcff 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 inE� `1-56 RZ2 C CAC 'rL194fi_R11 C CAC Tatiiko Sery Cdnf FL 1956 2015.pddf HVHZ:No PL1956 R12 C CAC UL certification 10-11-I%-.pd` " Approved for use outside Quality Assurance Contract Expiration Date !� HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL3956 Rid Ii__n�ritaoe 30 gar inst aeri IC,odf Other:Asphalt shinglesEL1956 R17 Ii he taae 30 ap' irr f apriL!IO dp shall be used only on roof Verified By:Robert Nieminen PE 59166 4 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: i 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CaC Ft:19_5 Rli C,r Lari7ko sere Cc FL 1'956 2015,Iulf HVHZ:No FLX956 R12 C CAC U4 certlLca[iog 10-i1-1',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 FI-1956 R12 II heritage 50 app inst april 19.od( Other:Asphalt shingles FL1QS6 R12 11 heritage EQ apo inst IF agril'f0.pdf shall be used only on roof- Verified By:Robert Nieminen PE 59166 ;,I 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:%/,.vw%v.floridat uilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgs°/o2finGFoyT6... 3/23/20.16 i.i Florida Building Code Online Page 3 of 4 �i „I I 1956.6 Heritage Premium A dimensional aspiialt shingle. ;I Limits of Use. Certification Agency Certificate Approved for use in FL1956 R12 C CAFL-1956 R1I C CAC Tamk'o Sery Conf.FL 1956 2015.pdf HVHZ:No & _956 R12 C CAC UL certification 10-11-12,bdf Approved for use outside Quality.Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A EL1956 R12 I1 Heritage Premium D R app inst.odf Other:Asphalt.shingles FL1956 R12 11 Heritage Premum F app Inst.odf I shall be used only on roof FLI956 R12 11 Heritage Premium T aop inst.ndf iii slopes of 2:12 or greater,. Verified By:Robert Nleminen 89166 Nails must be used as the Created by Independent Third Party:No method of attachment. Evaluation Reports Created by Independent Third Party: 1956.7 1 Heritage Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate j Approved for use in- FLk0 _R1 C CAC FL1956 RiiTam_ilo Sery Co nf'FL 1956 201.5;0f HVHZ:No FL1956 R12 C CAC UL shingiu.matrix.pddf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions j Design Pressure:N/A F1.1956 R12 II Heritage Vintage ago in<_t.r r j l Other:Asphalt shingles Verified By:Robert J:M.Nleminen PE 59166 shall be used only on roof Created by Independent Third Party:No !" slopes of 2:12 or greater. Evaluation Reports j Nails must be used as the Created by Independent.Third Party: method of attachment. 1 1956.8 Heritage Vintage Hip and ridge shingles 12 X 12 Hip and j Ridge. Limits of Use Certification Agency Certificate j Approved for use in FL 1956 R12_1' CAS.FL1956 R11 C CAC TamE o Sere Ci),0 FL 1,956 2019.p f HVHZ:No FI-1956 R12 C CAC tJL Ghrngie matrix.pd 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 11 TAMK4(7 HeritageQ 12 x 12 i bio and Ridge Application In5tructions.odf Other:Asphalt shingles Verified By:Robert J.M.Nleminen PE 59166 i 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. F1956.9rHeritage A dimensional asphalt shingle. gate Limits of Use Certification Agency Certificate Approved for use in FL1956 R12 C CAC FL1956 R11 C CAC Tarnko Sery Co, FL 1956 2015a f HVHZ:No FL1956 RIZ C CAC UL Certification 1)-11-12!'pdf { Approved for use outside Quality Assurance Contract Expiration Date �•' HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions l Design Pressure:N/A FI-1956 R12 11--Heritage Wpodaate D app inst.pdf Other:Asphalt shingles FL1.956 Rig.11 Heritage Woodcate F apo inst.odf shall be used only on roof •Verified By:Robert Nleminen 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 in FL 56@12. C CAC'FL1956 RI-i C CAC TaLnko Sery Coil L 1996 2015.p4f HVHZ:No FL1956 R12 C CAC UL Certification 10_tLi 2.. 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, II heritade xi app inst d aoril Mo f Other:Asphalt shingles FL1956 R12 IT heritage xl ago 'rnst f zoril 1b.adf j 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: 1956.11rHits-ihiingles p and Ridge Hip and ridge shingles �— .d .Limits of Use Certification Agency Certificate j 'Approved for use In FL1956 R12 C CAC FL1956 R11_ CCA,C Tar1ko Sery C 'if FL 1956 2015,sdj HVHZ:No FL1956 R12 C CAC UL certification 10-11-1$pdQ http://w%vNv.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQWOgs%2fmGFoyT6... 3/23/2016 Florida Building Code Online I' Page 4 o 4 'I I Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F LI, g56 9W If .'5 Hip_S3tLd_RJcge_pdf Other:Hip and Ridge FL2956 R12 11 12—,,.%, 12 Hi�F<i�a Apoticatid tl instru�trons.adf shingles shall be used only FL1956 R12 II 22-1-4x12 HlaRidae Sealant p;:b Illustratlons.edf on roof slopes of 2:12 or F1-1.956 R12 II 1 x 2 ftRidae$ealant Dab 1:lustratinns.t�ft 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: I Contact Us::1940 Wrth Monroe Street.Tallahassee FL 32399 Piwne:050-487-1824 The State of Florida is an AA/EEO empWer.Cooynrht 2007-2013 State of Flonda.;:p6vM Statement::ACCessibility Statement::Refund Satement Under Florida law,email addresses are public records.If you do not want your e-mail address releascd in response,to a public-records request,do not send electronic mail to'thi5 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,IF.S.must provide the Department with an email address if they have one.The smalls 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. f product Approvad Accepts. II ecurlIV—t.,. I' I, I' II I - I I SII I I �I I i ' I I i Ij I i, �1 http:H%vww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2fmGFoyT6.._ 3/23/2016 I Application instructions for TANKO" HERaTAGW� 30 DDiI.Iillllii ICT MEMO 1.ANIIMO ASPHALT SHIII016CS Dallas, TX Tuscaloosa, AL! Phillipsburg, KSI 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. i THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER(BELOW 40°F),CARE MiJST BETAKEN TO AVOID DAMAGE TO THE EDGES ANR CORNERS OF THE SHINGLES. Mi PORTANT:It is not necessary to remove the plastic strip from the back of the shingles. 1.ROOF DECK &FASTENERS j These shingles arefor application to roof decks capable of receiving WIND CAUTION,!'Extre-me-mind velocities can damage these and retaining fasteners,and to inclines of not less than 2 in.per foot. shingles after application when proper seating of the shingles. For roofs having pitches 2 in.perfoot to less than 4 in..per foot,refer does not occur. This can especially be a problem if the shingles to special Instructions titled"Low Slope Appiication".Shingles must are applied.in cooler months or in areas on the roof that do not be applied property.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;Wrigles.The inability to seal down prepare the surface.to be roofed over. may be compounded by prolonged cold weather conditions and/ NEW ROOD 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 quarter-sized dabs of TAM-PROF Premium SBS Adhesive.or TAMKO Tam-Seat drip edges be installed at eaves and rakes. Adhesive on the hack 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.,i'(25mm),,up from the bottom of the Engineered Wood Association:'Plywood shall be a minimum of 3/8 shingle.Press shinle firmly 16io the adhesive:For maximum wind in.thickness and applied in accordance with the recommendations resistance along rakes,cement shingles to the underiayment and of the Engineered Wood Association: . each other in a 4 iri'(102mm)y'vidth of:TAM-PRO SBS Adhesive or SHEATHING BOARDS: Boards,shall be well-seasoned tongue- TAMKO Tam-Seal Adhesive.'Caution:Apply ONLY a thin unifomi and-groove boards and not over 6 in.nominal width.Boards shall layer of adhesive less than 1/81 in.(3mm)thick,Excessive amounts be a 1 in. nominal minimum thickness, Boards shalt be properly can cause blistering of the shingles and may soften the asphalt in certain underlayme is resuitirig in the asphalt flowing,drippirig!Intl spaced and nailed. r staining.Shingles must also be fastened according to the fastening 2.VENi'WV0N 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 belc,W,!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 appiicable mpf as stated,yin the limited.warranty.See limited warranty for'details. 3.Rotting of wood members. FASTENING PATTERNS:Fasteners must be placed 6-1/8 in.from 4.Premature failure of roof, the bottom edge of the shingle,penetrating through the common bond,and located Oorizontallylas follows: To insure adequateventilation and circulation of air,place louvers i 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. FMA.minimum property standards require Per foot to:21 in,per foot.)Ohe 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 nearthe edge.Ifthe ventilation STANDARD FASTENING PATTERN openings are screened,the total area should be doubled. FASTENERS( NAIL ZONE Y COMMON --r---amu BOND IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION n ff ExPOS,UREe=518+ 1" 12-1/2°—+--12;13/8" i2-1/2!,_ I h_v i (Continued) Central District 220 West 4th St., Joplin,MO.64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamkd Dr., Frederick,MD 2;1701 800-368-2055 Southeast District 2300,35th St., Tuscaloosa,AL 35'401 800-228-2656 taM kO.Com Southwest District 7910 S_Central Exp., Dallas;TX 75216 ;j 800-443-1834 Western Diistfict 5300 East 43rd Ave:, Denver,CO (60216 j 800-530-8868 III I! I it � I 0 (CONTINUED from page 1) � 1 ffA:hKQ o'RiTAGE 0 unNINATs® ASPROT SHINGLES BUILDING �Ro®®cis , Dallas,TX • Tuscaloosa, AL • Phillipsburg, K�• Joplin, MO � I , 2) Mansard'Fastening Pattern. (For use on decks with slopes be a minimum of i1-114 In.Por new construction and 1-112 in.for greater than•21 in.per foot.)One fastener 1 in.back from;each end reroofing thus allowing a minimum deck penetration of 314 in.The and one fastener 8-1/2 in,back from each end and one fastener 16 crown of the staplie must be..lparallel to the length of the-shingle. in.back from each end for a total.of 6 fasteners-per shingI6,;(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. !i i FASTENERS NAIL ZONE Property Driven Improperly Driven - COMMON tiriverumen overdnwit awked BOND I+— 11 . Sr11fNiingl 7105 EXFOSURE 5-5m, �i.N-r-trz".}.-r.rn"-*t•-�-�s'^-►fl-�-t2°�.-r-trz^-el fir ,I 3) High Wind Fastening Pattern. (For High Wind Application �0 ;p't L FASTENER5IMUST BE DRIVEN INTO THE NAIL requirements)One fastener i in.back from ascii end.One fastener ZONEICOMMON BOND AS SHOWN IN THE DIAGRAM ABOVE:. 8-1/2 in.back from each end:and one fastener 16 in.back from each 4.OIIIDERhElYIVISNT end for a total of six(6)fasteners per shingle,in addition to this shingle fastening pattern requirement for-High WindApplication,TAMKO UNDERLAYMENT:An undo ayrrient consisting of asphalt saturated also requires the use of the'following TAMKO products: TAMKO felt must be applied over th;n'lentire 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 Its not covered by TAMKO's limited: coatings products where required,TAMKO veotllation where required, warranty.Apply th'e Pett viheri the deck is dry. On roof decks 4 in. TAMKO starter shingles if available In area,and TA(MAKO Hip and Ridge per foot and greater apply thp1elt parallel to the eaves lapping each.. shingles'Inslalled 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 otTAM- 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 ppplication..High Wind Application underlayment andlthe shinglelapplication must be done together. is offered on new construction;4r 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-perforated asphalt saturated organic felt.which meets Standard Application Wind Warranty MPH limit.(See Mansard and. ASTM:D296,Type I or ASTM'D4869,Type l High-Wind Fastening Pattern illustrated above.) - Any TAMKO no"- g0prated asphalt saturated organic felt NAILS:TAMKO recommends the use of nails as the preferred method - TAMKO TW.Metal and Tile Underlayment,TW underlayment of application. Standard and Moisture Guard pius (additional ventilation may be pp tminim offing nails shored'be used. Nail required.Contact TAMKO's Technical Services Department shanks should be made of minimum 12 gauge wire,and a minimum for more information.);,l head diameter of 3/8 in.Nails should be,long enough to penetrate 3/4 in.into the roof deck.Where the deck is less than 3/4 in.thick, In areas where ice builds up along the eaves or a back-up of water the nails should be long enough to penetrate completely through. from frozen or clogged gutters is a potential problem,TAMKO's plywood decking and extend at least 1/8 in.through the roof deck. Moisture Guard P160 waterpeoofing underlayment(or any specialty Drive nail head flush with the shingle surface: eaves flashing product) mayi;be applied to eaves, rakes, ridges; rppwrvDm« improwdrD valleys, around chimneys, skylights,or dormers to help prevent 39'mfn C�nmMer uAan.d�,a�, Cvl,dr�VaA c�,;N. water damage. Contact TAMKO's Technical Services Department ).: for more information. Asphalt5" � TAMKO does not recommend the use of any substitute products A - Dwk" as shingle underfa I'menf. ;'I 5.APPLICATION INST8O�7 ONS sA'x d,gripe P—tr¢uun, fftl} UAin tw dwp•.0InAc ruao l - OW hush With r,Jpngts ewft .pv Ach,rtbn into sh"I. i=t np STATE C4—UR S 9;A startencourse may consist of TAMKO Shingle Starter,self-sealing 3-tab shingles or a 9 inch widestrip of mineral STAPLES:If staples are used in the attaching process,follow the surface roll roofing'.If self-seating 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 to the starter course with approved dimensional requirements.Staples must be made from a minimum fasteners along aline parallel, and 3 in.to 4 in.,above the eaves 16 gauge galvanized wire.Crown width must-beat least 15/10 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 318 in. ---- - - -- (Continued) Central District 220 West 4th St:, Joplin,MO 64801 800-641-4691 �iroe Visit Oue Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 ! 800-368-2055 Southeast Distract 230035th St., Tuscaloosa,AL 35401 i1i 800-228-2656 tati,f>IkO.Com Southwest District 7910 S.Central Exp., Dallas,TX 75216 ,l 800-443-1834 Western District 5300 East 43rd Ave Denver CO;80216 800-530 8868 2 It ' I I, I� e• (CONTINUED from page 2) I TAMS HERITAGE -30 ®I�®[NG:PRODUCTSunpl1NATED ASPHALT SHINGLEIP j Dallas,.TX •Tuscaloosa, AL to Phillipsburg, KS'I• Joplin, M© SHINGLE APPLICATION:Start the first course.with a full size shingle S.LOW SLOPE APPLICATION and overhang the rake edge 114 in.Cut 10-3/8 in,from a full shingle On pitches:2 in.per�foct to 4 in ler footcoverthe deck with two layers to form ashingle 29 in.long,Use this to startthesecond course-(see of asphalt saturated felt.Beginby applying the felt in a 19 in.wide strip diagram below).Cut a 23in.long shingle to start the third course.Use along the eaves an6 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.arida starter piece,completely use the remaining 14-3/8 in.piece to begin the,fiith 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 whiter temperatures average 25°F or less. as`outlined above.The butt'of the shingle should be aligned with thoroughly cementlthe felts to,each other with TAM=PRO or TAMKO the top edge ofthe sawtooth of the underlying shingle for a 515/8 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)s inside the interior Wall line of t(a building.As an alternative.TAMKO's When you make your final cut at the roof's edge,flip any pieces thatMoisture Guard Pius!self-adhering waterproofing underlayment may are 8 in,or longer back.onto the roof.These pieces can be worked be used in lieu of tfe cementet felts: in anywhere without creating zippers or color variations. DOTE:Do not align joints of shingle courses when working.in cut' 7•MANSARD ROOF OR STEEP SLOPE ROOF feces.Joints should be no closer than 4.1n.from one another. If the exceeds 2l in. P pe pertoot(607,each shingle must be sealed with TAM-PRO SBS Adhesive or TA' KO Tam-Seal Adhesive immediately upon installation.Spots of cement must be equivalent in size to a$.25 i piece and applied to shingles v ith a 5-5/8 in.exposure,use 6 fasteners is per shingle.See Section 3 for tti Mansard Fastening Pattern. reissrai ,o-a�e^ ;,. R.RE-ROOFING courses is-3fa" - - 2$'. Before re-rooting,be certain to inspect the roof decks.All plywood shall meet the regsirements(fisted in Section 1.. 2 Nail down or remove curled or broken shingles from the existing rake suk ,618 roof.Replace all missing shinglswi#h tiew onesto provide a smooth. l base. Shingles that are bucflied usually indicate warped decking k]. or protruding nails. Hammerldown all protruding nails or remove smcouse them and refasten in a new location. Remove all drip edge metal and replace with new. 4thcoursaIf re-roofing over an existing roof where new flashing is required 3rdwtr� 1 to protect,against ice dams(freeze/thaw cycle'of water and/or the zoo towel h 2sbackup of water in frozen orclogged gutters),remove the old.roofingto a point at least!24 rn beyond the interior wall line and apply,nro,,,. 10-3/18• TAMKO'sMoisture Guard Plus-;Iwaterprooflng;underlayment.Contact TAMKO's.Technicai Services Department for rhore information. Measurements will vary when lasting over an existing'5 in.exposure single.roof:Call TAMKO Tech lcal Services for further information. C.I. i•Cul,wn 4ucarabtwbls,c ma.e?S'm+tlato 3'f- I ..,. , "'W1. aay m uuruw iv m�.e aZY Ili The nesting procedure described below is the.preferred method for 4 reroofing over existing metric size shingles With a 5_-5/8 in.exposure. See description below: a� , , 51art rt-9urs�:Remove the'tabs and an additional portion from the y 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 lfactory-applied adhesive strip along the eaves). Cut approximately,6 in.from.the rake end and apply the remaining portion at eaves.Continue'the starter strip by applying full length shingle strips cut to height as:above,evenly along the existing roof e csacaronkhaML4pnx./. at the eaves.The existing roof should overhang the-eaves far 2., •�.2T.23 16312'-4 to WWW q enough to carry water off Into the gutter,tf:this is not the case, tx ns>*w can c,MW arrreks MIn=: - ta, m wts cut and apply the!starter strip so that it will provide sufficient. overhang for proper drainage. 3 Z'"""`°'a")? rncaacmn m`"menga nsrcyw, first course:Remove an amount from the butt edge of'a full-size &,et,ur. w; .a'P Yt'?+.`*iuw 5'v t�dwr shingle so that the remaining portion of the shingle fits between the C+CllN'*7 riVLTSM t{Ut vtl-iftPft9� NOTE;Oo iwt,dign 10, tal-haveemvsea*hen r-k.9 n. butts of the.existing third course.This,course must also be applied Cut pi e_dant.a ,Kq tm.nn ctm than 4-from on..anatrea. evenly along the eaves edge of the new starter strip. :�; (ConUr4uetll Central District 220 West 4th St., Joplin,MO 64801 800-641-4691". r rros Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 230035th SL, Tuscaloosa,AL 35401 600-228-2656 taimko.coti � Southwest District 7910 S.Central Exp., Dallas,'TX 75216 8010 43-1834 Western District 5304 East 43rd Ave., Denver,CO j80216 800-530-8868 i (CONTINUED from page 3) ETA:IMK 0 1 HERITACCO 30 RUMING PRODUCTS LAMINATE® ASPHA6T SHING6ES Dallas, TX •Tuscaloosa, AL• Phillipsburg, KS,.* Joplin, MO Second and Succeeding Courses: Remove 10.3/8 in. from the FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE rake end of the first shingle in the second course, and continue CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. with full width shingles for the remainder of the course, placing the top edge ofeachnew shingle against the butt edge of the old tatavccaie dno shingle in the course above.This method should create an exposure Nra a m ao ""r,t.a of Nail Fast Mol<.-tum j of 5-5/8 in. after the first course.When beginning the GwdPlt So . Extra�J g ge succeeding txeExtra m'he rd:—1.g mal of rni.,fe courses continue to follow the Heritage application instructions. F-Lietdtht a,e (See section 5). Ext Sting 5hingte5 1 ' ,�� Unialayr;alit �_ lw tns;eners anhat � ... �, „i�< <.� �55rF3",. s•Usknren�e 13 1/4" Drip edge•' ✓ 4�` fi` PIaCPIQgr s/ur ate en ro e�Yge oe ate vnlf-ls! _erk and bark edge rmm.nuey centehrw and ncoermp New shingles' �C,� /� -f� .<'�` gra•rort¢�I tL'tinsc. ezp/swe'�; 't_ �';` '`=' S s/s'exposure10.HIP AND RIDGE FAS7`E�IING DZTAIL Apply the shingles t'Ith a 5 in.�exposure beginning at the bottom I I of the hip or from the end of thelridge opposite the direction of the 9.VAL16CY APPI61CATION prevailing winds.Secure each shingle with one fastener on each side, 5-1/2 in.back from the eyposed end and 1 in.up from the edge. Over the shingle underlayment,center a minimum 36 in.wide sheet of TAMKO Nail-Fas0�,Moisture Guard Plus`ora minimum 50 Ib.roll TAMKO recommends the use I of TAMKO Hip & Ridge shingle roofing in the valley.Nail the felt only where necessary to hold it in products.VVhere 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. IMPORTANT:PRIOR TO INSTALLATION WARM SHINGLES TO Fasteners should bell/4 in.longer thari'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 PREVEIJT 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 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. i'Fff \tPastener • Extend the end shingle at least 12 in..onto the adjoining roof. Start Apply succeeding courses in the same manner,extending them -- here S.exposure across the valley and onto-the adjoining roof. • Press the shingles tightly into the valley. THESE ARE THE MANUFACTURER'S APPLICATION • Use nonnalshingle fastening methods. INSTRUCTIONSi-FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES Note:No fastener should be within 6 in.ofthe valley centerline, NO RESPONSIBILITY FOR,LEAKS!OR OTHER ROOFING and tvip 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 Far.a neater installation, snap a chalkiine over the TAMKOO,Molsture Guard Flus®,:Jail Fast©,TAM•PRO,t and Herdag�are registered p trademarks of TAMKO Suadlnq Products,! shingles for guidance. Informallon included in.these application instructions wan current at time of printing,To • To complete the valley, apply shingles on.the.adjoining roof obtain a copy of musT current version of these application instructions,vise us online plane by positioning the tip of the first shingle of each row at at tamko.com orcail us at 600.641-4691.11` the 2 In.point from the centerline where the edge of the vertical shingle has been applied,covering the vertical shingle. j !I Central District 220 West 4th St., Joplin,MO 648011 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.eom Southwest District 7910 S,Central Exp„ Dallas.TX 75216 800-443-1834 Western District 5300 East,43rd Ave., Denver,CO 817216J 800-530-$868 4 1 i! htt s//www.floridabuilding.orgYpr/pr_apF—dtl.aspx?paranl=wGEVX.-- odda Building—Code Online P 1:1 t br k'Sl i� ys 8CLS Home Log In User Registratbn Hot'IbpiCS Submt SurcAatge Stats&facts Puts catbns FBC Stsfl BC15'Slte Map ' unxs Search Bushes &-°I --: Profess�bnal �t !USe�R:.PubkUsserOVai �1C t ,i3t14;�.�i f 1. P-d4d AOR-Y �7e.1g>ft0141 or App tL n Search>ftli:tion Uq>Appticbtim Wal I FL FL16048-R3 Application Type Revision Code Version 2014 Application Status Approved Comments P' Archived Y Product Manufacturer TRI-BUILT Roofing Products; Address/Phone/Email 9050 Louisiana Street d Merrillville,IN 46410 (201)842-2449 4 david.ruiz@tribuiltmaterialsoroup.com' Authorized Signature David Ruiz david.ruiz@tribuiltmateriaisgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford,N7 07073' (201)842-2449 david.ruiz@tribuiltmatertal sg roup.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 i Evaluation Report-Hardcopy Received Florida Engineer or ArchiteCMame who developed Robert Nieminen the Evaluation Report 'Florida License PE-59166 Quality Assurance Entity UL.LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By Sohn W.Knezevich,,PE Validation Checklist-Hardcopy Received Certificate of independence E 16048 R3 COT 2015_02 COI Nleminen.pdf Referenced Standard and Year(of Standard) $kan a Year ASTM D1970 2009 ASTM G15S 2005 FRSA/TRI April 2012(04--12) 2012 TAS 103 1995 1 of 2 I _5/24/2016 9:58 AM orida Building Cade Online h Ps//www.floridabullding.orWpr/prapp_daarGEVX... I _ 1. Equivalence of Product Standards lig Certified By I; i, Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/08/2015 +I Date Validated 10/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/2015 I , ' I summary-of Products _ _ - FL# Model,Number or Name Description j 116048.1 TRI-BUILT Roof underlayments {Self-adhering,modified bitumen roof'undedayments !-Limits of use Installation Instructions Approved for use In HVHZ:No FL36048jR3 j_2015 10 FINAL ER TRI- i I Approved for use outside HVHZ,Yes 1_BUILT UNDERLAYMENTS FL'601 48 R3.pdf { I impact Resistant:N/A Verified By:Robert Nieminen PE 59156 Design Pressure.:+N/A/-45 ; Created by Independent Third Party:Yes j Other: 1.)The design pressure noted herein pertains to use}Evaluation Reports of foam on file systems overtop the self-adhering !; FL16048 R3 AE 13_Q_15 0�=INAL ER TRI { I underiayment for one particular application,See ER Section I BUILT UNDERLAY,MENT5 FL16048-R3 Rdf j 15.6 for details. 2.)Refer to ER Section 5 for other Limits of Created by Independent TI IM Party:Yes Use. i {I' IP' SmacLus::194o North Monme gtreet Milahassee FL 323 Phone:8So 487''1824 The State of Fbrtte is an AA/Mo empioyer.cooyrieht 2007-2013 State of florlda.::"cv Statement AccesSbilty Statement::,ReNnd%Meloy under Florida law,email addresses are pudic records.if you do not want your e-mal address m eased.N response ts e to a pubEc-retorrequest,do not send electronic - mat to this entity.Maead,contact the oftke by phone or by traditional mai it you haveany:questlons,.please contact 850.487.1395.-Pursuant to Section 455:275(1),Florida statutes,effective October 1.2012,licensees licensed ulderctiapter 455,.F.s.must provide the Department wth an email address r,they have one.The ema6 provided may be used for offtlal communication with the icenisee.However email addresses ate pubiin;record.B you do not wish to supply a personal address,please provide the Department with an email address whth'can be matte available to the pubic.To determfne r you area licensee under chapter -455,F.S„please click heir— Product ere•Product Approval Acoepts.Bad I , 'l•Curll V•.i: 1, Y. r II 7J t i I li i I 2 of I; 5/24/20169:58 AM I EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRINr ry ERD 353 CHRISTIAN STREET,UNIT#13 8 OXFORD,CT 06478 PHONE: (203)262-9245 FAX:(203)262-9243 EVALUATION REPORT ! Allied Building Products Corp. Evaluation;Report A42960.10.12-R3 dba TRI-BUILT Roofing Products I FL16048-113 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 St" Edition (201,4) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments ,i LABEUNG: 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 products)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 relativeto updated Code requirements with each Code Cycle. ! ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity)ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION:Upon request, a copy of this entire Evaluation Report shall be provided to the use.r 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: t,t,ti�tr,, Robert J.M.Nieminen,P.E. cr FS '��"yam c- ine iacsim(Ie seal appearing was autliarited by Robert Weminan. +oa at ,,t,i�sti P.E.an10/08/2015.This;does not serve as anetednmiraRyrsigned Florida Registration No.59166,Florida DCA ANE1983 document.signed,sealed hardcoplei have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity,)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 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 entity4rivolved in the approval process of the product. ';I 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. �I i 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-iet forth herein. 2. STANDARDS: I 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(0442012 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 544870.04.14-21 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-31 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-11 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-41 04/10/2014 ERD(TST6049) Physical;Properties 543530.02.14-17RI ;•I 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6p49) 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 U!,LLC.(QUA-0625) 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 i 4,1.3 Tri-Built Smooth HT 5/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,58S modified bitumen roof underlayment. , S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD not Robert Nieminem! 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. S.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this•product. I I i 1 Exterior Research and Design,LLC. Evaluation Report A42960.30.12-113 Certificate Of Authodrodon#9503 FL16048-R3 Revision 3:10/08/2015 Page 2 of 5 ,j I , i TRIN ERD 5.4 TRI-BUILT Roof.Underlayments may be used with any prepared roof eoverwhere 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 OPMONS ,II Wood Shakes Underlayment Asphalt Nall-0n The Foam-On The iWetal Slate 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 See 5.5.1 ;y Tri.Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment S.5.1 "Foam-On Tile" is limited to use of the following Approved tile adhesives uriI ss tensile adhesion / long term aging data from an accredited testing laboratory is provided. r Tri-Built S/A HT TU Underlayment with 3M12-Component Roof Tile Adhesive AH-,160(FL6332)or Dow TileBondTM'Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment,or Tri-Built Smooth HT S/A Underlayment applied to: > Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed'structural concrete. While not required over plywood;OSB or Southern Yellow Pine substates,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 undedayment. 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, insulaion shall be attached per minimum requirements of the prepared roof covering manufacturer's Producti Approval. For installations under foam-on tile systems,insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,:Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: ASTM D226,Type 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). I ,I Exterior Research and Design,LLC Ev I luation Report A42960.10.12-R3 CerHfkate of Authorization#9503. FL16048-R3 Revision 3:10/08/2015 Page 3 of 5 ,I i ,I I TRI I .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 iapply 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 lof design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min. 15/32-inch plywood.to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R, SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation ,I 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',.oof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of'membraiie 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. I 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): 11 Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein; using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment, i Exterior Research and Design,LLC. Evall ation Report A42960.10.12-R3 Certifkote of Authorkadon#9503 FL36048-R3 Revision 3:10/08/2015 Page 4 of 5 I I I I , I) TRINITY'.ERD 7. BUILDING PERMIT REQUIREMENTS: As required by,the Building Official or Authority.Having Jurisdiction in order to,,properiy''evaluate the installation of this product. �I!' 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 L' i i I i I I a n I I I, i i I Ili , 10 Exterior Research and Design,llG Evaluation Report A42960.10.12-R3 Certiftate ofAuthofkation#9503 Fu6048-R3 Revision 1:10/08/2015 Page 5 of 5 i